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Home My WebLink AboutCape Canaveral Radisson Master Site Plan (Agenda Pkt Item for P&Z Mtg. 12/13/2017)CITY OF CAPE CANAVERAL DOCUMENT COVER SHEET BOX #10 Item #13 — Cape Canaveral Radisson Master Site Plan (Agenda Pkt Item for P&Z Mtg. 12/13/2017. 22 large format plans UPON RETURN OF PAPER ORIGINALS FROM MCCI, add to file name: Planning and Zoning/Agenda Pkt./Additional Items/12/13/2017 C'c�,e cJ�cr� `ihGS ku- 2 a it M N 00 I,- 0 0 NI 3 vi U Ln M O lD O �I1III' J J.,I �L CLUE HOTEL SHOUP LLCM 2210 S. ATLANTIC AVENUE COCOA BEACH, FLORIDA 32931 TEL (941) 587-2808 TWO NEW 151 AND 150 ROOM SIX STORY HOTEL BUILDINGS ARE PROPOSED FOR THE NORTH SIDE OF THE SUBJECT PARCEL. SITE IMPROVEMENTS INCLUDE PARKING, LANDSCAPING, STORMWATER RETENTION SYSTEM AND SIDEWALKS. PROPOSED BUILDINGS OF THIS PROJECT WILL BE PERMITTED UNDER SEPARATE BUILDING PERMITS. lal ZONING: C-1 PARCEL ID #'S: 24-37-15-00-766, 24-37-15-00-838, 24-37-15-00-767, 24-37-15-00-828 TAX ACCOUNT #: 2430858, 2459990, 2430859, 2454360 MAXIMUM BUILDING HEIGHT: 65'-0" CONSTRUCTION TYPE: TYPE IIB SPRINKLERED NORTH SIDE: WEST SIDE: EAST SIDE: SOUTH SIDE: All REQUIRED 25.0 FT 25.0 FT 25.0 FT 25.0 FT IMPERVIOUS AREA PROPOSED BUILDINGS PAVEMENT & SIDEWALKS TOTAL IMPERVIOUS AREA PROPOSED 32.63 FT 6 5.8 4 FT 220.22 FT 61.50 FT 38,521 SF = 178,557 SF = 217,078 SF = 0.88 ACRES 4.10 ACRES 4.98 ACRES 13.90 % 64.42 % 78.32 % PERVIOUS/LANDSCAPE AREA 60,081 SF = 1.38 ACRES 21.68 % TOTAL SITE AREA (PHASE ONE) • 277,159 SF = 6.36 ACRES 100.00 % REQUIRED PARKING: HOTEL (WEST HOTEL 151 ROOMS & EAST HOTEL 150 ROOMS): WEST HOTEL 1 SPACE/ROOM 151 ROOMS = 151 SPACES 1 SPACE/EMPLOYEE/12 ROOMS 151/12 = 13 SPACES UTILITY COMPANIES ELECTRIC POWER: N CABLE: = 164 SPACES EAST HOTEL MERRITT ISLAND, FLORIDA MELBOURNE, FLORIDA (321) 455-6136 (321) 254-3326 1 SPACE/ROOM 150 ROOMS = 150 SPACES 1 SPACE/EMPLOYEE/12 ROOMS 151/12 = 13 SPACES 9 (321) 568-1240 POTABLE WATER: = 163 SPACES TOTAL REQUIRED PROVIDED PARKING: 320 REGULAR & 12 ACCESSIBLE = 327 SPACES = 332 SPACES H&H DDCESORIM UOLD 395 STAN DRIVE, SUITE B MELBOURNE, FLORIDA 32904 TEL (321) 757-3034 FAX (321) 757-3088 - !OD ZONE & FEMA INFORMATION FLOOD ZONE ZONES °'X°'; FEMA FIRM MAP # 12009C0363G # PANEL NUMBERS 363 COVER SHEET COMMUNITY 125092 C-1 DATE OF MAP MARCH 17,2014 UTILITY COMPANIES ELECTRIC POWER: N CABLE: FLORIDA POWER AND LIGHT CO. BRIGH7HOUSE NETWORKS 270 PIONEER ROAD 720 MAGNOLIA AVE. . MERRITT ISLAND, FLORIDA MELBOURNE, FLORIDA (321) 455-6136 (321) 254-3326 TELEPHONE SERVICE: SANITARY SEWER: BELL SOUTH CIN OF CAPE CANAVERAL P.O. BOX 1270 PUBLIC WORKS COCOA, FLORIDA 601 7HURM BLVC. (321) 455-7121 CAPE CANAVERAL, FLORIDA 32920 9 (321) 568-1240 POTABLE WATER: 10 CIN OF COCOA FDOT INDEXES Et DUMPSTER ENCLOSURE DETAILS UTILITIES DEPARTMENT C--11 65 STONE S7 12 COCOA, FLORIDA 32922 CAPE CANAVERAL STANDARD DEV. NOTES (321) 433-E400 C-13 DIRECTIONS TO SITE DRIVE SOUTH ON I-95 AND TAKE EXIT 205 ONTO FL -528 EAST TOWARD CAPE/PORT CANAVERAL. DRIVE 12.6 MILES EAST ON FL -528 AND CONTINUE ONTO FLORIDA A1A S/ASTRONAUT BLVD. DRIVE 1.6 MILES SOUTH ON FLORIDA A1A/ASTRONAUT BLVD. THE SITE WILL BE ON THE RIGHT. C &&IPI CMLL SURW HH89 LLC 115 ALMA BLVD., SUTE 102 MERRITT ISLAND, FLORIDA 32954 TEL (321) 514-6920 N.T.S. I I :0�� `11!'Am .... 91"'141011010011:99 LEGAL DESCRIPTION IS LOCATED ON LAST SHEET OF THIS SUBMITTAL [� C r14 -Ove , I DEC 0 5 2017 COQ. DEV. DEPT DRAWING INDEX ID SHEET TITLE # C -S COVER SHEET 1 C-1 MASTER SITE PLAN 2 C-2 EXISTING CONDITIONS Et DEMOLITION PLAN 3 C-3 SITE LAYOUT PLAN 4 C-4 SITE UTILITIES PLAN 5 C-5 SITE GRADING Et DRAINAGE PLAN 6 C-6 SITE DETAILS 7 C-7 SITE DETAILS 8 C-8 SITE DETAILS 9 C-9 FDOT INDEXES 10 C-10 FDOT INDEXES Et DUMPSTER ENCLOSURE DETAILS 11 C--11 SANITARY SEWER DETAILS 12 C-12 CAPE CANAVERAL STANDARD DEV. NOTES 13 C-13 POTABLE WATER DETAILS 14 C-14 POTABLE WATER DETAILS 15 C-15 POTABLE WATER SPECIFICATIONS 16 C-16 POTABLE WATER SPECIFICATIONS 17 C-17 POTABLE WATER SPECIFICATIONS 18 C-18 SITE LIGHTING/PHOTOMETRICS PLAN 19 C-19 STORMWATER POLLUTION PREVENTION PLAN 20 L-1 LANDSCAPE PLAN SCHEDULES Et NOTES 21 L-2 LANDSCAPE DETAILS 22 1of1 LEGAL DESCRIPTIONS OF BOUNDARY SURVEY 23 W 0 nn N O N O n N N and is to be returned upon request. COPYRIGHT © 2016 Z 0 n n o C- > Z O O W I® m a UJca w N N > u Q � Q z Q u W a V M [C Q V Z DESIGN BUILD 395 STAN DRIVE, SUITE B MELBOURNE, FLORIDA 32904 PHONE: (321) 757-3034 FAX: (321) 757-3088 web: www.maidesignbuild.com email:dmenzel@maidesignbuild.com Cert. of Author. #31547 O O O P Checked: DTM Approved: DTM Proj #:2016-035 N LL- LL j 0 0L02 w 12 r Z Z LJ LLA v 0 0 z V V z g V v a Z <— N M DAVID T. MENZEL 0030830 0 c�i t ° C s s 7 ""Ci "1y.9°~ This drawing is the property of MAI DESIGN BUILD, LLC, and is not to be reproduced in whole or in part. It is not to be used on any other project and is to be returned upon request. COPYRIGHT © 2016 Z 0 V1 o C- > Z H LLJ J O W I® m a UJca w Q w o Z > u Q � Q z Q u W a V Q V MCAI DESIGN BUILD 395 STAN DRIVE, SUITE B MELBOURNE, FLORIDA 32904 PHONE: (321) 757-3034 FAX: (321) 757-3088 web: www.maidesignbuild.com email:dmenzel@maidesignbuild.com Cert. of Author. #31547 Date: 1-12-2017 Sheet C _ S of Scale: AS SHWN Drawn: WAA Checked: DTM Approved: DTM Proj #:2016-035 ❑) M�D�WN9 SNY7WIt N.WAM, x0 J Lam._ tf / m�P aN`•°ix� n / /s1N.ctux�a. s w61a me ° 0 AREA OF WORK UNDER:, `O COVERED STATE ROAD A -1—A ' wt u (AX A. ASTRONAUT BLVD.) NAIL W 100' R — _ BAR W L6 V RED PATIO � ti.>mNu a me�a� a�iil¢ o.x' nc °�> a S37021'10"E� 88.02' WEST RIGHT OF WAY LINE U 1 STORY O O I U) a O O O N Y FOR I _ ' STATE ROAD A -1—A co to DUCK V, PP°j I I (AX A. ASTRONAUT BLVD) ACCES A INLETS NOT ACCESSATAI AND CONTAIN DEBRIS REEZEWAY — ,, — — M — —I •• NotEa- OWN INFORMATION SHOWN 6 PPPROXINATE ONLY CENTERLINE / "'\ TOP EL 2.84 OU Q INLET TOP EL = 2.79 � INLETS NOT ACCESSIBLY tmtt++' AND CONTAIN DEBRIS AND _ .OP - °r 3�IYN71A Yxax' N 01� ,w 1 INLET N INV ((32e.36')- 1.11' r Wfa"��. TOP EL. 2 8] Nv O I P� N. INV a -0.79 8. INV = 0.70 49 TOP I 2.61 �N. INV = -1.14 . S. INVi= -f .15 SHOWN IS APPROXIMATE ONLY INv =z ae q W 0 m F-1 STAIRS p0 OIb ry9 Iy N51G 3/'51"E r � - 138 Approved: DTM 0 GRATE - 3.63 INV - 1.38 y0 33.98 v% U AND 1323 —11 ;N ❑ 2 STORY C.B.S. OVERHEAD a CJ SLIDE ROCKS LU > +3.72 O O UJ / 1 z LLJ Ln d I S37021'101E 12. 3' ZZ ° 0 AREA OF WORK UNDER:, `O COVERED I - wt u COPYRIGHT © 2016 PATIO W w BAR W L6 V RED PATIO SEPARATE PERMIT 73 rar a -.nom U 1 STORY O O LU U) HOLE ° o O O N Y FOR O - - --------------- -T- STATE ROAD A -1—A — — --- ---- - - DUCK V, PP°j I I (AX A. ASTRONAUT BLVD) ACCES A INLETS NOT ACCESSATAI AND CONTAIN DEBRIS REEZEWAY — ,, — — M — —I •• NotEa- OWN INFORMATION SHOWN 6 PPPROXINATE ONLY CENTERLINE / "'\ TOP EL 2.84 OU Q INLET TOP EL = 2.79 INLET I —� INLETS NOT ACCESSIBLY tmtt++' AND CONTAIN DEBRIS AND _ .OP - °r 3�IYN71A Yxax' N 01� ,w 1 INLET N INV ((32e.36')- 1.11' r Wfa"��. TOP EL. 2 8] Nv O ROOM P� N. INV a -0.79 8. INV = 0.70 49 TOP I 2.61 �N. INV = -1.14 . S. INVi= -f .15 SHOWN IS APPROXIMATE ONLY INv =z ae q s a .._.6e• N INV (30') -1.29' SE NV((S' =0.98' n. t0 r S INV (24'.,36')= f A7' NW INV (8•)=0.90' NOnou. � a 0 m F-1 STAIRS p0 OIb ry9 Iy N51G 3/'51"E r � - 5.37°2110 424.00' -- ---- T----- -------" —� J.32 - —NMi Foy — — — — — — .. — =R.=b= _ -_�- 7R--_ — 337°21'I0"E 135.73'P,a „iE -- ^7 49 ` CttlG.wulc -- . P pp OOcc __ _ Z __TJO "�^' ¢ �� NL&DI51t" __ Ivv.. ___M!T� xa.4 �. k3_. b n �NN..00O/IB76 S�yb zn� io pvxc� n r 7 h'4' ♦ —AIL&a K NOT RECOVENEOto \ NAIL 1'I IO FNDB]9]8cu ou cu u CURS Q. - CONCRETE e 'e ,r' '^ -Our t tiJ �� .an f/J • \ O � CONC. .M1 CONCRETE SIDEV GRASS W IY O �� RAMP bry z. W Ui 0 m 1 STORY C.B.S. Z Co v 0 D Y O a0 O O bqo STAIRS _RED WALK CBS WALL WALK O w qF 19 V INV.4" PIPE IK4igE la IOP u.=aeY KLM' -0.70' e' P.0 Wo--0.IN a we C7 z COVERED AREA J DO 1 0 U) air MNa� n M COVERED COVERED - wt u COPYRIGHT © 2016 PATIO W } W C6 BAR W L6 V RED PATIO Om m rar a -.nom U 1 STORY O O LU U) HOLE ° o O O N Y FOR O U F TREE DUCK V, PP°j SPA LU O� DECORATIV O REEZEWAY W w UJ O WALLS Ia OU Q O BATH NATE TOP= o ROOM P� FALL BatT =31 N} LL 0 m F-1 STAIRS p0 OIb ry9 Iy N51G 3/'51"E POOL 138 Approved: DTM ROCKS GRATE - 3.63 INV - 1.38 y0 33.98 v% U AND 1323 —11 ;N ❑ 2 STORY C.B.S. OVERHEAD a CJ SLIDE ROCKS LU WALK O w qF 19 V INV.4" PIPE IK4igE la IOP u.=aeY KLM' -0.70' e' P.0 Wo--0.IN a we C7 z COVERED AREA J DO 1 0 U) air MNa� n M 1 - CHILDRENS POOL O GRASS ROCKS o° RIM= N, INV=0 N.INV=1 ]6 STAIRS SE.lNv= n SE. INV =1.93 COVERED WALK 2 STORY C.B.S. COVERED WALK STAIRS ❑ GRASS SAND PIT a U J a GAZEBO TENNIS COURT GRASS -��__ STAIRS COVERED WALK Y Y LIU 3 > 3 2 STORY N 2 STORY 16 w w o C.B.S. m C.B.S. M1 ry XR COVERED WALK - wt u COPYRIGHT © 2016 W ttiry W L6 n m rar a -.nom 1 STORY O O URB uT- O ° o V i a C.B.S. n N F J 3 DUCK V, PP°j o BREEZEWAY PON U LU UJ U W w d Ia t� V Q ca.� CI {4y NATE TOP= 'M MELBOURNE, FLORIDA 32904 P� FALL BatT =31 0 m F-1 STAIRS p0 INLETR ry9 Iy N51G 3/'51"E INLET TIE E.INV 138 Approved: DTM N U GRATE - 3.63 INV - 1.38 y0 33.98 V2 N INV = 1 - CHILDRENS POOL O GRASS ROCKS o° RIM= N, INV=0 N.INV=1 ]6 STAIRS SE.lNv= n SE. INV =1.93 COVERED WALK 2 STORY C.B.S. COVERED WALK STAIRS ❑ GRASS SAND PIT a U J a GAZEBO TENNIS COURT GRASS -��__ STAIRS COVERED WALK Y Y LIU 3 > 3 2 STORY N 2 STORY 16 w w o C.B.S. m C.B.S. M1 ry XR STAIRS FLUME 94 % b CONIC. J n n n i ONE STORY C.B.S. COMMERCIAL F.F.E.=5.65' 61 A,AI w v j N 6'v`.Y. CUING s� Pry^ 937°22'0 "E m i j +em FLUME 9" Naxa ` bry b�a flVME �a COVERED - O COPYRIGHT © 2016 W ttiry n n oA M1O O ^ � P• K' F + ` 1 STORY O z URB uT- O ° o V i a C.B.S. n LLJ F N DUCK V, PP°j = S/ • v) Z Q a PON U LU UJ U __ d F.F.E.=4.72' t� V Q ca.� CI {4y NATE TOP= 'M MELBOURNE, FLORIDA 32904 P� FALL BatT =31 O F-1 STAIRS p0 INLETR ry9 Iy N51G 3/'51"E INLET TIE E.INV 138 Approved: DTM 5�4 GRATE - 3.63 INV - 1.38 y0 33.98 V2 N INV = 1323 —11 ;N ❑ 2 STORY C.B.S. .P`� a O' " LU > STAIRS FLUME 94 % b CONIC. J n n n i ONE STORY C.B.S. COMMERCIAL F.F.E.=5.65' 61 A,AI w v j N 6'v`.Y. CUING s� Pry^ 937°22'0 "E m i j +em FLUME 9" Naxa ` bry b�a flVME 3 STORY C.B.S. AUDITORIUM 0 aj OU N J Q Y 3 3 0 X BREEZEWAY O w > X O w I U ° I W C a O Op S N m COVERED WALK 1 I U I� � O I Oz � O ch m STAIRS N37°21'10"W 1995.19'(D) 1486.59'(C) li ��III lII I i MASTER SITE PHASING PLAN I � �CC O - - n O I �' I II PO❑TIONR WITH PORTION ON USED I rg r / CQNCRIX s)DEarux 4117 G88 Y�1 e� Q 4.0' ETE AIX By ci,�yS �fl >; I O L1 � f �� N.T.S. NMT a ,w a.aw• eaNea°E �g s �.M' N4YNiYE e N. Wvn-1M 6• RO POW .ra' NNCN� e �a%iBL a 9 I i � rxax ium sc 0 © O o� :I CQOco ml -m i ;;'q �� II wom _ B"'rc�amx a i.6r B simrc aw uvwwe 4 a�wm'�'wimi"E ® CIO M rn�� ti � UU I W r a � �a a % tBTie]e and is to be returned upon request. COPYRIGHT © 2016 ttiry n n oA M1O O ^ � P• K' F + ` 1 STORY O z URB uT- O ° o V i a C.B.S. n LLJ N N % V, PP°j MAINTENANCE S/ • v) Z Q a _�17.1' U LU UJ U __ {wpb F.F.E.=4.72' t� V 3 O� ca.� CI {4y P•a'• 395 STAN DRIVE, SUITE 0 MELBOURNE, FLORIDA 32904 P� FAX: (321) 757-3088 web: vnrtwnaidesignbuild.com email:dmenzel@maidesignbuiid.coin O o p0 INLETR ry9 Iy N51G 3/'51"E INLET TIE E.INV 138 Approved: DTM 5�4 GRATE - 3.63 INV - 1.38 y0 33.98 N INV = 1323 —11 ;N ❑ •" .P`� O' " +3.72 O O UJ LLJ Ln d 3 STORY C.B.S. AUDITORIUM 0 aj OU N J Q Y 3 3 0 X BREEZEWAY O w > X O w I U ° I W C a O Op S N m COVERED WALK 1 I U I� � O I Oz � O ch m STAIRS N37°21'10"W 1995.19'(D) 1486.59'(C) li ��III lII I i MASTER SITE PHASING PLAN I � �CC O - - n O I �' I II PO❑TIONR WITH PORTION ON USED I rg r / CQNCRIX s)DEarux 4117 G88 Y�1 e� Q 4.0' ETE AIX By ci,�yS �fl >; I O L1 � f �� N.T.S. NMT a ,w a.aw• eaNea°E �g s �.M' N4YNiYE e N. Wvn-1M 6• RO POW .ra' NNCN� e �a%iBL a 9 I i � rxax ium sc 0 © O o� :I CQOco ml -m i ;;'q �� II wom _ B"'rc�amx a i.6r B simrc aw uvwwe 4 a�wm'�'wimi"E ® CIO M rn�� ti � UU I W r a � n o Cl n O n 0 N O O n 0 N W N and is to be returned upon request. COPYRIGHT © 2016 n n z O O V i a LLJ N N LLJ ® Q V, WF— F V, S/ • v) Z Q a U.J U LU UJ U rn 00 t� V DESIGN BUILD 395 STAN DRIVE, SUITE 0 MELBOURNE, FLORIDA 32904 PHONE: (321) 757-3034 FAX: (321) 757-3088 web: vnrtwnaidesignbuild.com email:dmenzel@maidesignbuiid.coin Cert. of Author. #31547 O o �? - of Drawn: 1NAA Checked: DTM Approved: DTM Proj #:2016-035 O O UJ LLJ Ln Ln ZZ O ` V $z � L� u u z Z5 V V 0- CJ :ri z DAVID T/.�yMENZEL t� LLJ �y �•F a a +�a C . o a `•a' This drawing is the property of MAI DESIGN BUILD, LLC. and is not to be reproduced in whole or in part. It is not to be used on any other project and is to be returned upon request. COPYRIGHT © 2016 z V i a LLJ m U -J LLJ ® Q V, WF— F V, S/ • v) Z Q a U.J U LU UJ U Ln t� V DESIGN BUILD 395 STAN DRIVE, SUITE 0 MELBOURNE, FLORIDA 32904 PHONE: (321) 757-3034 FAX: (321) 757-3088 web: vnrtwnaidesignbuild.com email:dmenzel@maidesignbuiid.coin Cert. of Author. #31547 Date: 1-12-2017 Sheet Scate: 1"=60' of Drawn: 1NAA Checked: DTM Approved: DTM Proj #:2016-035 15 V 3.5 99 .2 +4 43 �9=9p % �•� j� .46inF •C70 0 © w JJw o 3 3.71 '4 (3.47 J `7� 05 BwmW �NB6 ts k,3 .8 33# +4.76 ifl +3.3 w AS \ I/ FNg>n 413 43 \ 3.7 . - ,y9 II II II it II II II II II *5.98 +5.12 ( I p +4.86 X911 II I II � II 1 II � 11 II � .67 I WWAIL 1100 V OF TYPE ■ I I SU PENN AS== PRIOR I I m srARr of c�ssRuclwn 3. +5.52 I 1 II +6.16 I I I pr �5 1 II � EXISTING STORM TO BE REMOVED ONCEI NEW SYSTEM IS BUILT 1 57 I I II � II � II � II 3.f II � II � II r II II +4.51 11 +4.68 +4.72 .47 1 o >' +4.16 +3.99 +4.28 EXISTING SEWER PIPE TO BE REMOVED ONCE NEW SYSTEM IS IN SERVICE +4.11 Pow Wl" NaN $min. / 11" -114' I I C}rffax/ Aum pmffl w Prlx/p! -' e Pod lbaMlm lrmtae A• Tft d F/ad Slaa/ lm 6, il� FllW F&lk !h ' 7 CW, Wlfh Sen 90 FDOT SpW FINr fdrla a A SIM Flan y ELEVATION SECTION .. 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CONTRACTOR SHALL COORDINATE ALL UTILITY RELOCATION WITH 7T TO EXISTING STRUCTURES BEING REMOVED SHALL BE CORRESPONDING AUTHORITY. +4.59 °: °: I3.43 to 3.44 COMPANY AT THE EXPENSE OF THE OWNER. 3.90+ CONTRACTOR SHALL COORDINATE REMOVAL/ l]mlllP4A'4.7(L 9 RELOCATION WITH UTILITY COMPANY. STRUCTURES BEING REMOVED SHALL BE ABANDONED OR REMOVED BY 3. CONTRACTOR SHALL SECURE FL DEPARTMENT OF RESPECTIVE UTILITY COMPANY AT THE EXPENSE OF THE OWNER. 5. ALL DEMOLISHED MATERIALS SHALL BE REMOVED FROM SITE AND DUMPED _. .79 �i N IN ACCORDANCE WITH LOCAL AND STATE REGULATIONS. 0+3.50 USE GENERIC PERMIT FOR STORMWATER DISCHARGE � I I AS REQUIRED BY 62-621.300 4 F.A.C. PRIOR TO ANY () STRUCTURES SHALL BE DEMOLISHED/REMOVED AS INDICATED. ev ry 3.59 ,y9 II II II it II II II II II *5.98 +5.12 ( I p +4.86 X911 II I II � II 1 II � 11 II � .67 I WWAIL 1100 V OF TYPE ■ I I SU PENN AS== PRIOR I I m srARr of c�ssRuclwn 3. +5.52 I 1 II +6.16 I I I pr �5 1 II � EXISTING STORM TO BE REMOVED ONCEI NEW SYSTEM IS BUILT 1 57 I I II � II � II � II 3.f II � II � II r II II +4.51 11 +4.68 +4.72 .47 1 o >' +4.16 +3.99 +4.28 EXISTING SEWER PIPE TO BE REMOVED ONCE NEW SYSTEM IS IN SERVICE +4.11 Pow Wl" NaN $min. / 11" -114' I I C}rffax/ Aum pmffl w Prlx/p! -' e Pod lbaMlm lrmtae A• Tft d F/ad Slaa/ lm 6, il� FllW F&lk !h ' 7 CW, Wlfh Sen 90 FDOT SpW FINr fdrla a A SIM Flan y ELEVATION SECTION .. Nefw SAM Fano fo be pals far ud. f. a tlmt u,ff PIAN fer Sw d Slit Fence (LA ter_ TYPE I71 SILT FENCE lyes •r^•'' ^ W. �lydrq, l dMbShedt03 drwlu/ae Shad 9 d 3. •\ ti Q" To, Ar SIM Fexa a SAA F� / � 0� Boff� Inl�°efsledlN 'lee 7)pe.'ld SIM Fame ao ax dgpray h a sonar W e1M ranee will ad m a d- Nrav p�ad r/mMp wdermrvaes SIM faxes aro ro ba W of 'plaid ktlm and haNdly barrmm wad d paaaad baf7m of »nlef. EROSION CONTROL DETAILS N.T.S. O � \ �\ e 1 • ' If +4.44 MALL !460 ti OF TYPE ■ SLT FDD AS SHOWN PRIOR W SCARr OF CO 6micnON +4.40 +4.62 ati L= 321.58' LEGEND \ R= 661.05' °5.05 DELTA 27°53?�50" EXISTING PAVEMENT TO BE REMOVED \ \ = ^° \ 4.4 EXISTING TO BE " <3 REMOVED AS SHOWN Vw� �`� DENOTES TEMPORARY SILT FENCE /00 A/��Of}J1 �- _ X TREES TO BE REMOVED • y _ J +4.56 4.52 A162-38' 6'0',,p 209. +4.5D EXISTING TO BE +4.42 REMOVED AS SHOWN +4.30 +4.52 +4.52 +4.27 +4.45 +4.57 +4.66 co +4.57 < *4.23 V -_ m C" G) 4.67 On GENERAL NOTES 1 -4.57 � DEMOLITION NOTES 1. CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS, r .30 NOT A PART MATERIALS AND SIZE OF ALL EXISTING UTILITIES AND 1. CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS, MATERIALS AND SIZES my F- F �"" DRAINAGE STRUCTURES PRIOR TO CONSTRUCTION. OF ALL EXISTING UTILITIES AND DRAINAGE STRUCTURES PRIOR TO .61 ° Q� 1 CONSTRUCTION. 2. EXISTING UTILITY SERVICES (FPL, BELL SOUTH, ECT.) 2. CONTRACTOR SHALL COORDINATE ALL UTILITY RELOCATION WITH 7T TO EXISTING STRUCTURES BEING REMOVED SHALL BE CORRESPONDING AUTHORITY. 4.91 ABANDONED OR REMOVED BY RESPECTIVE UTILITY 3. EXISTING UTILITIES SHALL REMAIN UNDISTURBED UNLESS NOTED OTHERWISE. COMPANY AT THE EXPENSE OF THE OWNER. DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL COORDINATE REMOVAL/ 4. EXISTING UTILITY SERVICES (FPL, BELL SOUTH, ETC.) TO EXISTING *3.82 RELOCATION WITH UTILITY COMPANY. STRUCTURES BEING REMOVED SHALL BE ABANDONED OR REMOVED BY 3. CONTRACTOR SHALL SECURE FL DEPARTMENT OF RESPECTIVE UTILITY COMPANY AT THE EXPENSE OF THE OWNER. 5. ALL DEMOLISHED MATERIALS SHALL BE REMOVED FROM SITE AND DUMPED +4.61 ENVIRONMENTAL PROTECTION NOTICE OF INTENT TO IN ACCORDANCE WITH LOCAL AND STATE REGULATIONS. COVERED WALK USE GENERIC PERMIT FOR STORMWATER DISCHARGE 6. EXISTING ASPHALT, CONCRETE PAVEMENT, CURBING, SIGNS, AND DRAINAGE +5.17 Y AS REQUIRED BY 62-621.300 4 F.A.C. PRIOR TO ANY () STRUCTURES SHALL BE DEMOLISHED/REMOVED AS INDICATED. ev LAND DISTURBING ACTIVITY. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF ANY EXISTING PAVEMENT, PRIVATE PROPERTY, SIDEWALKS, CURBING, UTILITIES AND 4. LAND DISTURBING ACTIVITIES SHALL CONFORM WITH THE DRAINAGE SYSTEMS DAMAGED DURING CONSTRUCTION. ALL DAMAGED AREAS mm ' REQUIREMENTS OF THE STORMWATER POLLUTION TO BE RESTORED TO ORIGINAL CONDITION OR BETTER. .«� bm�og� PREVENTION PLAN AS REQUIRED BY 62-621.300 (4) F.A.C. i3. PROTECTION OF AND REMOVAL OF ANY TREES SHALL COMPLY WITH DREVARD COUNTY LANDSCAPE CODE. BE REMOVED AS C EROSION AND SEDII ENTAT ON CONTROL NOTES: 30 d DNIA1 ]Vd 9Z X270 = 1. THE LAND -DISTURBING ACTIVITY SHALL CONFORM TO EXISTING TOPOGRAPHY AND SOIL 8 48 TYPE SO AS TO CREATE THE LOWEST PRACTICAL EROSION POTENTIAL. SHOWN 2. LAND -DISTURBING ACTIVITIES SHALL BE CONDUCTED IN A MANNER MINIMIZING EROSION. D t` 3. THE DISTURBED AREA AND THE DURATION OF EXPOSURE TO EROSIVE ELEMENTS SHALL BE FAX: (321) ��9 KEPT TO A PRACTICABLE MINIMUM. email:dmenzel@maidesignbuild.com � � 4. EROSION CONTROL MUST BE STRICTLY MAINTAINED DURING CUT AND FILL OPERATIONS. *4.24 0 5. DISTURBED SOIL SHALL BE STABILIZED AS QUICKLY AS PRACTICABLE. +5.03 h 6. WHENEVER FEASIBLE, NATURAL VEGETATION SHALL BE RETAINED.PROJECTED AND •sy SUPPLEMENTED. W vt 7. TEMPORARY VEGETATION OR MULCHING SHALL BE EMPLOYED TO PROTECT EXPOSED +5.14 +5,04 CRITICAL AREAS DURING DEVELOPMENT. I 6. PERMANENT VEGETATION AND STRUCTURAL EROSION CONTROL MEASURES SHALL BE 4.39 z INSTALLED AS SOON AS PRACTICABLE. 0 9. TO THE EXTENT NECESSARY, SEDIMENT IN RUNOFF WATER TER MUST BE TRAPPED BY THE USE EXISTING ASPHALT ry1 +5.38 5.02 OF DEBRIS BASINS, SEDIMENT BASINS, SILT TRAPS OR SIMILAR MEASURES UNTIL 114E DISTURBED AREA IS STABILIZED. O 10. CUTS AND FILLS MUST BE CONSTRUCTED IN SUCH A MANNER THAT EROSION AND RUNOFF +5.19 AND CURBING TO e FROM THE SITE DOES NOT ENDANGER ADJOINING PROPERTY. .73 +4.50 11. FILLS MAY NOT ENCROACH UPON NATURAL WATERCOURSES OR CONSTRUCTED CHANNELS IN V a� A MANNER SO AS TO ADVERSELY AFFECT OTHER PROPERTY OWNERS WITHOUT ADEQUATE PROVISIONS FOR THE EQUIVALENT ALTERNATE SYSTEM WITH A POSITIVE OUTFALL. Is I LEGAL DESCRIPTION: I SEE COVER SHEET FOR LEGAL DESCRIPTION L= 321.58' LEGEND \ R= 661.05' °5.05 DELTA 27°53?�50" EXISTING PAVEMENT TO BE REMOVED \ \ = ^° \ 4.4 EXISTING TO BE " <3 REMOVED AS SHOWN Vw� �`� DENOTES TEMPORARY SILT FENCE /00 A/��Of}J1 �- _ X TREES TO BE REMOVED • y _ J +4.56 4.52 A162-38' 6'0',,p 209. +4.5D EXISTING TO BE +4.42 REMOVED AS SHOWN +4.30 +4.52 +4.52 +4.27 +4.45 +4.57 +4.66 co +4.57 < *4.23 V -_ m C" G) 4.67 On a O N r 0 1 -4.57 � N52°38'50E 175.0 D) 178.30'(M) {„ 3XW NNIINIYH3 ,a ca At r .30 NOT A PART - e„ m my F- F �"" O D� < a .� .61 ° Q� 1 z Co.) " 0 7T w +4.49 4.91 LL 4.47N 5.02 -_ 1 pp < � A 1yy+� �° *3.82 +4.66 4,93 WTSCALL ±4w LF 01 TYPE TI SMUT FENN SM N PRIOR TO SfARr OF LCRON +4,45 ---- --�` 2 ` +4.61 u' }A 6 +4.67 COVERED WALK +4.40 +A.39 + +4. +5.17 Y 003 ev a O N r 0 1 +4'76 AN N52°38'50E 175.0 D) 178.30'(M) {„ 3XW NNIINIYH3 ,a ca +3. XMP$ r .30 z - e„ +4.22 my F- F �"" O D� < a .� .61 ° Q� 1 z Co.) " 0 t,w w +4.49 4.91 LL 0 TO BE REMOVED AS SHOWN -_ 1 pp < � A 1yy+� �° *3.82 f n N F f f a 4,93 Dm ---- --�` 2 ` +4.61 -EXISTING ASPHALT CC � COVERED WALK +4.40 +A.39 + +4. +5.17 Y 003 UJ .57 AND CURBING TO +4.15 +4.52 z mm ' 4! n .«� bm�og� BE REMOVED AS C 30 d DNIA1 ]Vd 9Z X270 = + 0.51 8 48 me0o"'I'll SHOWN 395 STAN DRIVE, SUITE B D t` U- FAX: (321) ��9 +3. email:dmenzel@maidesignbuild.com � � +4.04 *4.24 0 o +5.03 h Proj #:2016-035 •sy i1� W vt In +5.14 +5,04 5.06 I 3.02 4.39 z +4.28 0 EXISTING ASPHALT ry1 +5.38 5.02 '4.16 O +5.19 AND CURBING TO e + .73 +4.50 V a� BE REMOVED AS Is I 1 I SHOWN +5.17 +-2.40 ";1 +3.70 +3.91 U t) COVERED �+ 12 _ *0.82 +5.11 +5.17 +4.74 L' +4.86 °' 0.92 4.10 --I O 4.9fi 4 � - Pm�OY8 `*U I N 1 4.18 .2 I I ,,ppqq�,, gy�p_ 4.94w � a :k24 4.77-gy - 7 I �- -5.13- 4.94- pg - I if � a � F p a v 0�0 + 34 3. S (H) (a) L09,9W98 `m � 368.38S°"I 197.89' .9119A .S8'LYL � 4.87 0.93 w earo A 5. ro +4.83 n p7-2 +3.74 8.39 4.15+ �°g�o� ft^��o 9 vaa3$A o �• �,y.p mm +4.71 4. t 33 4 3. 9 4.06 RomY a m +4.01 ,NA,; -«< S Ss3g .�..e .I �mn +4.79 +4.65 +04 "� a`? 4.73+ �� v p m BUILDING "B" ®F JN +3.30 +3.86m�•�g `j6 'bbb> 820 +4.63 +4.71 +4.71 m r _ -� 1 o�ca O Vim_ m u h I BREEZEWAY m a O N r 0 1 +4'76 EXISTING , vq gg °t;i {„ 3XW NNIINIYH3 ,a ca +3. XMP$ r .30 z - e„ r my F- F �"" O D� < avc mmmm o C.O. a ;82N Q� 1 z 0 0 t,w w LrO N LL 0 TO BE REMOVED AS SHOWN -_ 1 pp < � A 1yy+� �° *3.82 f n N F f f a o 'n373 *3883waa Dm ---- --�` 2 ` +4.61 0 CC � COVERED WALK +4.40 +A.39 + +4. 6 +4.05 003 UJ .57 82o +4.15 z mm ' o n .«� bm�og� p C 30 d DNIA1 ]Vd 9Z X270 = + 0.51 8 48 me0o"'I'll DE=SIGN BUIL 395 STAN DRIVE, SUITE B D t` U- FAX: (321) ��9 +3. email:dmenzel@maidesignbuild.com � � Date: 1-12-2017 x_ AP 0 o W Approved: DTM Proj #:2016-035 W vt In U 3.02 4.39 z z 0 N O + .73 +4.50 V a� Is I 1 +-2.40 ,_2.50 +3.91 U t) COVERED �+ 12 O *0.82 +-1.80 0.92 4.10 --I O .75 I 4.60 V I V 1 Q a � Cl) ;U + 34 3. rvT ® ---Li � 0.93 +4.83 n C 3'I +-2.11 0.7 4.06 O v p m BUILDING "B" m r _ -� 1 ,-1.50 +-2.10 ®4.09 € I BREEZEWAY m m 3 STORY o� o ° a� 10 < < 93.91 „ „ 3 STORY - BUILDING A v aNOd NOUN31321 STAIRS N _ D 1 COVERED WALK U2 V co 12 3. ®.69 g N m CO '\ 5.31 +4.63 COVERED WALK +_2.00 0. .60 n r,M I +4.35 ,_2.24 STAIIRS t7 o y STAIRS z n OCL 0.44 +-2.D0 39 T1 c%! /v-01 `� I `° 9O Z 0 2 STORY N 2 STORY D Y r 2 STORY m 2 STORY v 'o N I 432 a i 0 m C.B.S. N C.B.S. 0 m i 4.09Q_CC� P 3. D C.B.S. D C.B.S. m v m j D 1 STORY o RAMP I ( O N r 0 1 +4'76 A (N� $ N {„ 3XW NNIINIYH3 ,a ca z n r 0 Q� 1 z 0 0 LrO LL 0 LLJ 365 ® ? a o 'n373 *3883waa rn o LJJ 0 CC � COVERED WALK Q Q r7 �. UJ V ,1 A313 evaae 30Ytl9 CL z O o n N C X270 = + 0.51 Z me0o"'I'll DE=SIGN BUIL 395 STAN DRIVE, SUITE B D ° U- FAX: (321) 757-3088 web: wvvw.maidesignbuild.com email:dmenzel@maidesignbuild.com Cert. of Author. #31547 Date: 1-12-2017 x_ AP 0 o W Approved: DTM Proj #:2016-035 W vt In U 3.02 4.39 z z 0 N O v I 1 +-2.40 ,_2.50 +3.91 U t) Z �+ 12 O *0.82 +-1.80 0.92 4.10 --I O QZQ I V I V 1 Q � Cl) ;U rV I rvT ® ---Li 0.93 n C 3'I +-2.11 0.7 4.06 O v +_1.98 m m _ -� 1 ,-1.50 +-2.10 ®4.09 € X 0 BREEZEWAY m m 93.91 v aNOd NOUN31321 N D 7 V co 3. ®.69 g N r 0) '\ 5.31 +4.63 +-2.01 +_2.00 0. .60 n I ,_2.24 L z OCL 0.44 +-2.D0 T1 c%! /v-01 9O 0 Y v 'o a i m r COVER WALK COVERED WALK- BREEZEWAY .22 o� (A ° D 00 M m C.B.S. z D � m W A D --I N v xrZ> 0° O Ov C0 D X O O +8.04 D O mem °O O o C7 C) oM o r -o ° RAMP W (� �'y r O O x COVERED v < my O G7 (A < ITA mrnzzW D z v 22<z " C O ° m D o om v m 10- ) EXISTING SITE CONDITIONS/ DEMOLITION PLAN fA1., _ 40' SIGN W, f y, -a� -^.; �, '::mss •�:=YrtS�:.w!�;. W F Q ®7 O N r 0 O N OO• 7 0 O rV 00 N and is to be returned upon request. COPYRIGHT (D 2016 z n r 0 Q� 1 z 0 0 LrO LL 0 LLJ LLJ C) ® z a M rn 00 LJJ 0 CC � Q Q Z-� 0 UJ V CL z O o o N UJ Z me0o"'I'll DE=SIGN BUIL 395 STAN DRIVE, SUITE B D U- U- FAX: (321) 757-3088 web: wvvw.maidesignbuild.com email:dmenzel@maidesignbuild.com Cert. of Author. #31547 Date: 1-12-2017 Sheet C-2 �, of 0 o W Approved: DTM Proj #:2016-035 W vt In z z 0 O v I 1 z U U Z } r QZQ V I V 1 Q � - rV I rvT ---Li DAVID T. MENZEL fi AJ LU ' f C 04v C� EE p o 0 f [r I•�e�Ec��tt�a<•\ This drawing is the property of MAI DESIGN BUILD, LLC. and is not to be reproduced in whole or in part. It is not to be used on any other project and is to be returned upon request. COPYRIGHT (D 2016 z 0 Q� 1 z (��• p LrO LL 0 LLJ LLJ C) ® z a M LJJ 0 CC � Q Q Z-� 0 UJ V CL z U UJ me0o"'I'll DE=SIGN BUIL 395 STAN DRIVE, SUITE B MELBOURNE, FLORIDA 32904 PHONE: (321) 757-3034 FAX: (321) 757-3088 web: wvvw.maidesignbuild.com email:dmenzel@maidesignbuild.com Cert. of Author. #31547 Date: 1-12-2017 Sheet C-2 �, of Scale: 1 "=40' Drawn: WAA Checked: DTM Approved: DTM Proj #:2016-035 TYP IN 0 TYP 1. 35"x36" STOP SIGN (R1-1) ... I `f�/ I7, 28 26. ASPHALT PAVEMENT WITHIN R.O.W. PER j. TYP 3. 6" DOUBLE YELLOW STRIPE goon j 36 4. CONCRETE. SIDEWALK, 5' WIDE U.N.O. 28. TIRESTOP bco �g38 AND DETAIL ON SHEET C-6 AD 6. 24"w WHITE PAINTED STOP BAR (FTP -55R-06) wexvx, 31. CLEARANCE BAR W/SIGN POSTED AT CENTER INDEX 17346, PG 12 OF 14 i 8. 12"w PAINTED CROSSWALK STRIPING A 32. FLEXIBLE TRAFFIC DELINEATOR POST AT MINIMUM OF 6 FEET WIDE PER DETAIL ON SHEET C-6 EVERY PARKING STRIPE OR AS SHOWN 9. ACCESSIBLE SPACE LOGO PAINTED r =r 10. ACCESSIBLE SPACE SIGN RAILING AT LOCATIONS WHERE DROP-OFF TO 11. PAINTED ACCESSIBLE PARKING STRIPING 22 PER FOOT INDEX 17346, PG 12 OF 14 r 33 � / 12. 4"w. WHITE PARKING STRIPE STORAGE TANKS. 13. STOP SIGN PER DETAIL ON SHEET C-6 34. CONCRETE DRAINAGE VAULT, SEE DRAINAGE PLAN AND DETAILS 14. DUMPSTER ENCLOSURE PER DETAIL ON SHEET C-10. 35. 5' HIGH PRE -FINISHED ALUM. PICKET FENCE 15. ASPHALT PAVEMENT PER DETAIL ON SHEET AROUND POOLS AS SHOWN / 36. SPEED BUMP. COORDINATE SELECTION WITH 16. CONCRETE HEADER CURB PER DETAIL ON SHEET C-6 r. 17. TYPE F CURB AND GUTTER PER FDOT TYP 1. 35"x36" STOP SIGN (R1-1) ... I `f�/ I7, 28 26. ASPHALT PAVEMENT WITHIN R.O.W. PER j. TYP 3. 6" DOUBLE YELLOW STRIPE goon j 36 4. CONCRETE. SIDEWALK, 5' WIDE U.N.O. 28. TIRESTOP 5. DETECTABLE WARNING PER FOOT INDEX 304 29. "DO NOT ENTER' SIGN AND DETAIL ON SHEET C-6 r , MIX 6. 24"w WHITE PAINTED STOP BAR (FTP -55R-06) wexvx, 31. CLEARANCE BAR W/SIGN POSTED AT CENTER INDEX 17346, PG 12 OF 14 i 8. 12"w PAINTED CROSSWALK STRIPING A 32. FLEXIBLE TRAFFIC DELINEATOR POST AT MINIMUM OF 6 FEET WIDE PER DETAIL ON SHEET C-6 EVERY PARKING STRIPE OR AS SHOWN 9. ACCESSIBLE SPACE LOGO PAINTED r =r 10. ACCESSIBLE SPACE SIGN RAILING AT LOCATIONS WHERE DROP-OFF TO 11. PAINTED ACCESSIBLE PARKING STRIPING GRADE IS MORE THAN 1' HIGH FROM CURB, PER FOOT INDEX 17346, PG 12 OF 14 r 33 � / 12. 4"w. WHITE PARKING STRIPE STORAGE TANKS. 13. STOP SIGN PER DETAIL ON SHEET C-6 34. CONCRETE DRAINAGE VAULT, SEE DRAINAGE PLAN AND DETAILS 14. DUMPSTER ENCLOSURE PER DETAIL ON SHEET C-10. 35. 5' HIGH PRE -FINISHED ALUM. PICKET FENCE 15. ASPHALT PAVEMENT PER DETAIL ON SHEET AROUND POOLS AS SHOWN / 36. SPEED BUMP. COORDINATE SELECTION WITH 16. CONCRETE HEADER CURB PER DETAIL ON SHEET C-6 r. 17. TYPE F CURB AND GUTTER PER FDOT TO STORMWATER STORAGE TANKS 38•(2) BICYCLE RACKS INDEX 300, PG 1 2 18. 6' X 12' FLUSH CONCRETE CURB 39. 4' HIGH PREFINISHED ALUMINUM RAILING TO 19. 6" SINGLE WHITE STRIPE PER FOOT INDEX RUN ALONG FRONT OF PARKING SPACES AS 17346 20. 25' HIGH LIGHT POLE. SHOWN 40. PEDESTAL SIGN FOR HOTEL TO MEET CITY hO AND HOTEL FRANCHISE REQUIREMENTS. 41. TRAFFIC DIRECTIONAL SIGN PER HOTEL 22. CURB RAMP PER FDOT INDEX 304 3. m 34 PLAN NOTES 1. 35"x36" STOP SIGN (R1-1) 25. 12'w STRIPING PER FOOT INDEX 17346 2. 24" w WHITE THERMOPLASTIC STOP BAR, 26. ASPHALT PAVEMENT WITHIN R.O.W. PER TYPICAL EXHIBIT 20 ON SHEET C-6. 3. 6" DOUBLE YELLOW STRIPE 27. 6'w YELLOW PAINTED STRIPING 4. CONCRETE. SIDEWALK, 5' WIDE U.N.O. 28. TIRESTOP 5. DETECTABLE WARNING PER FOOT INDEX 304 29. "DO NOT ENTER' SIGN AND DETAIL ON SHEET C-6 30. 24"00" RIGHT TURN ONLY SIGN 6. 24"w WHITE PAINTED STOP BAR (FTP -55R-06) 7. PAINTED ACCESS AISLE STRIPING PER FOOT 31. CLEARANCE BAR W/SIGN POSTED AT CENTER INDEX 17346, PG 12 OF 14 IN 6"H. LETTERS 8. 12"w PAINTED CROSSWALK STRIPING A 32. FLEXIBLE TRAFFIC DELINEATOR POST AT MINIMUM OF 6 FEET WIDE PER DETAIL ON SHEET C-6 EVERY PARKING STRIPE OR AS SHOWN 9. ACCESSIBLE SPACE LOGO PAINTED 33. 4' HIGH X 20' LONG PREFINISHED ALUMINUM 10. ACCESSIBLE SPACE SIGN RAILING AT LOCATIONS WHERE DROP-OFF TO 11. PAINTED ACCESSIBLE PARKING STRIPING GRADE IS MORE THAN 1' HIGH FROM CURB, PER FOOT INDEX 17346, PG 12 OF 14 CENTER RAILING ON ACCESS POINT TO 12. 4"w. WHITE PARKING STRIPE STORAGE TANKS. 13. STOP SIGN PER DETAIL ON SHEET C-6 34. CONCRETE DRAINAGE VAULT, SEE DRAINAGE PLAN AND DETAILS 14. DUMPSTER ENCLOSURE PER DETAIL ON SHEET C-10. 35. 5' HIGH PRE -FINISHED ALUM. PICKET FENCE 15. ASPHALT PAVEMENT PER DETAIL ON SHEET AROUND POOLS AS SHOWN C-6. 36. SPEED BUMP. COORDINATE SELECTION WITH 16. CONCRETE HEADER CURB PER DETAIL ON SHEET C-6 OWNER. 37. DRAINAGE AND MAINTENANCE ACCESS POINT 17. TYPE F CURB AND GUTTER PER FDOT TO STORMWATER STORAGE TANKS 38•(2) BICYCLE RACKS INDEX 300, PG 1 2 18. 6' X 12' FLUSH CONCRETE CURB 39. 4' HIGH PREFINISHED ALUMINUM RAILING TO 19. 6" SINGLE WHITE STRIPE PER FOOT INDEX RUN ALONG FRONT OF PARKING SPACES AS 17346 20. 25' HIGH LIGHT POLE. SHOWN 40. PEDESTAL SIGN FOR HOTEL TO MEET CITY 21. 6"w WHITE PAINTED STRIPE AND HOTEL FRANCHISE REQUIREMENTS. 41. TRAFFIC DIRECTIONAL SIGN PER HOTEL 22. CURB RAMP PER FDOT INDEX 304 FRANCHISE REQUIREMENTS. 23. PAVERS PER DETAIL ON SHEET C-6 8. 24. VALLEY GUTTER PER FDOT INDEX 300, PG. 1 Proj #:2016-035 OF 2 - PROPOSED HOTEL F.F.E. = 7.50 10 22 L' T 10 11 �t 0 • 5 R 32.8' M • • 35 Of POOL AND C-4 1,3' M r N ,.x.,.:...:35 10 9.8' ri L IIT 1, ,101. L_1 r. \ m,i!0 1N mm, I � Em m 0 Em WA 9 4 �Air5��a FNERAI N®TEV: ITC ALAN NOT` 1. PRINTED DIMENSIONS ON THESE PLANS HAVE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. 1. ALL HANDICAP SPACES SHALL COMPLY WITH FDOT STANDARDS AND THE FLORIDA ACCESSIBILITY 2. c:1 i CODE, LATEST EDITION. ti Lit 2. 3. SEE DETAIL SHEET FOR TYPICAL PARKING LAYOUT. SOD ALL RETENTION AREA AND SWALE SLOPES ':WITH ST. AUGUSTINE SOD TO MEET SJR AH i2 0 CONTRACTOR. IN THE EVENT THAT A PROBLEM OR A QUESTION DOES ARISE FROM THESE DOCUMENTS THE DESIGN FIRM SHOULD BE CONTACTED TO MAKE ADJUSTMENTS OR CLARIFICATION IF NEEDED, 1 II, CHS. 2.6.2 AND 5.41. ALL DIMENSIONS ARE TO THE FACE OF CURB, UNLESS NOTED OTHERWISE ON THE PLANS. C CL PRIOR TO COMMENCEMENT OF WORK. 5. ALL ONSITE PAVEMENT MARKING SHALL BE REFLECTIVE PAINT AND SHALL MEET FDOT SPECIFICATIONS. 3. - 6. STOP BAR STRIPING AS WELL AS ALL PAVEMENT MARKINGS IN THHE PUBLIC R/W SHALL BE C-¢ DOCUMENTS FROM THE DESIGN FIRM AND ANY QUESTIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE DESIGN GROUPS ATTENTION PRIOR TO THE COMMENCEMENT OF WORK. 7, THERMOPLASTIC AND SHALL MEET FDOT SPECIFICATIONS. LANDSCAPING, OR ANY OTHER OBSTRUCTION SHALL NOT BE LOCATED WITHIN 4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CHECKING DIMENSIONS AND SITED CONDITIONS AND 7.5 FEET TO THE FRONT AND SIDES OR 4.5 FEET TO THE REAR OF ANY FIRE HYDRANT OR FDC. -imp REPORT ANY DISCREPANCIES TO THE DESIGN FIRM PRIOR TO COMMENCEMENT OR CONTINUATION OF 8. WATER FOR FIRE FIGHTING PURPOSES SHALL BE INDICATED WITH A BLUE ROADWAY REFLECTOR Q_ K, ,101. L_1 r. \ m,i!0 1N mm, I � Em m 0 Em WA 9 4 �Air5��a FNERAI N®TEV: ITC ALAN NOT` 1. PRINTED DIMENSIONS ON THESE PLANS HAVE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. 1. ALL HANDICAP SPACES SHALL COMPLY WITH FDOT STANDARDS AND THE FLORIDA ACCESSIBILITY 2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL TRADES DURING 0 CODE, LATEST EDITION. ti Lit 2. 3. SEE DETAIL SHEET FOR TYPICAL PARKING LAYOUT. SOD ALL RETENTION AREA AND SWALE SLOPES ':WITH ST. AUGUSTINE SOD TO MEET SJR AH i2 0 CONTRACTOR. IN THE EVENT THAT A PROBLEM OR A QUESTION DOES ARISE FROM THESE DOCUMENTS THE DESIGN FIRM SHOULD BE CONTACTED TO MAKE ADJUSTMENTS OR CLARIFICATION IF NEEDED, 4. II, CHS. 2.6.2 AND 5.41. ALL DIMENSIONS ARE TO THE FACE OF CURB, UNLESS NOTED OTHERWISE ON THE PLANS. C CL PRIOR TO COMMENCEMENT OF WORK. 5. ALL ONSITE PAVEMENT MARKING SHALL BE REFLECTIVE PAINT AND SHALL MEET FDOT SPECIFICATIONS. 3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE LATEST REVISED AND APPROVED 6. STOP BAR STRIPING AS WELL AS ALL PAVEMENT MARKINGS IN THHE PUBLIC R/W SHALL BE C-¢ DOCUMENTS FROM THE DESIGN FIRM AND ANY QUESTIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE DESIGN GROUPS ATTENTION PRIOR TO THE COMMENCEMENT OF WORK. 7, THERMOPLASTIC AND SHALL MEET FDOT SPECIFICATIONS. LANDSCAPING, OR ANY OTHER OBSTRUCTION SHALL NOT BE LOCATED WITHIN ,101. L_1 r. \ m,i!0 1N mm, I � Em m 0 Em WA 9 4 �Air5��a FNERAI N®TEV: - [� ITC ALAN NOT` 1. PRINTED DIMENSIONS ON THESE PLANS HAVE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. 1. ALL HANDICAP SPACES SHALL COMPLY WITH FDOT STANDARDS AND THE FLORIDA ACCESSIBILITY 2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL TRADES DURING 0 CODE, LATEST EDITION. ti CONSTRUCTION. THE DESIGN FIRM SHALL NOT BE HELD RESPONSIBLE FOR WORK, NOT IN ACCORDANCE WITH THESE DOCUMENTS OR UNSATISFACTORY WORK BY THE 2. 3. SEE DETAIL SHEET FOR TYPICAL PARKING LAYOUT. SOD ALL RETENTION AREA AND SWALE SLOPES ':WITH ST. AUGUSTINE SOD TO MEET SJR AH i2 0 CONTRACTOR. IN THE EVENT THAT A PROBLEM OR A QUESTION DOES ARISE FROM THESE DOCUMENTS THE DESIGN FIRM SHOULD BE CONTACTED TO MAKE ADJUSTMENTS OR CLARIFICATION IF NEEDED, 4. II, CHS. 2.6.2 AND 5.41. ALL DIMENSIONS ARE TO THE FACE OF CURB, UNLESS NOTED OTHERWISE ON THE PLANS. C CL PRIOR TO COMMENCEMENT OF WORK. 5. ALL ONSITE PAVEMENT MARKING SHALL BE REFLECTIVE PAINT AND SHALL MEET FDOT SPECIFICATIONS. 3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE LATEST REVISED AND APPROVED 6. STOP BAR STRIPING AS WELL AS ALL PAVEMENT MARKINGS IN THHE PUBLIC R/W SHALL BE C-¢ DOCUMENTS FROM THE DESIGN FIRM AND ANY QUESTIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE DESIGN GROUPS ATTENTION PRIOR TO THE COMMENCEMENT OF WORK. 7, THERMOPLASTIC AND SHALL MEET FDOT SPECIFICATIONS. LANDSCAPING, OR ANY OTHER OBSTRUCTION SHALL NOT BE LOCATED WITHIN 4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CHECKING DIMENSIONS AND SITED CONDITIONS AND 7.5 FEET TO THE FRONT AND SIDES OR 4.5 FEET TO THE REAR OF ANY FIRE HYDRANT OR FDC. REPORT ANY DISCREPANCIES TO THE DESIGN FIRM PRIOR TO COMMENCEMENT OR CONTINUATION OF 8. WATER FOR FIRE FIGHTING PURPOSES SHALL BE INDICATED WITH A BLUE ROADWAY REFLECTOR Q_ ONGOING CONSTRUCTION. PLACED ON THE CENTER LINE OF THE TRAFFIC LANE NEAREST TO THE FIRE HYDRANT. THIS INCLUDES 5. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET FORTH IN THE STANDARDS AND CODE AND ORDINANCES OF THE CITY OF CAPE CANAVERAL. 9. NEW AND EXISTING SOURCES. WATER FOR FIRE FIGHTING PURPOSES SHALL BE AVAILABLE AT THEME COMBUSTIBLES 6. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS BEFORE COMMENCING CONSTRUCTION. MELBOURNE, FLORIDA 32904 BROUGHT ON SITE. ARE 7. THE CONTRACTOR WILL BE RESPONSIBLE TO PROTECT AND/OR REPLACE ANY DAMAGED SURVEY 10. NEW FIRE HYDRANTS SHALL BE POSITIONED NOT MORE THAN 8 FEET NOR LESS .PHAN 6 FEET OFF O MONUMENTATION WITHIN PROJECT LIMITS USING A STATE OF FLORIDA LICENSED SURVEYOR. Scale: 1"=40' THE EDGE OF PAVEMENT. THE CENTER LINE OF THE STEAMER CONNECTION (4-1/2") SHALL BE 8. ALL STRIPING IN THE RIGHT-OF-WAY SHALL BE THERMOPLAS11C PER 2016/17 FDOT DESIGN Proj #:2016-035 POSITIONED BETWEEN 18" -24" ABOVE FINISH GRADE (I.E. SODDED OR MULCHED). ALSO, ALL STANDARDS 17346. HYDRANTS SHALL BE READILY ACCESSIBLE WITHOUT THE NEED TO TRAVERSE SWALES, DITCHES, ETC. 9. ALL WORK PERFORMED WITHIN THE FDOT RIGHT 11. ACCESS SHALL BE PROVIDED BY UNOBSTRUCTED 20 F - [� O 0 N 0 p N and is to be returned upon request. COPYRIGHT D 2016 0 ti r` i2 0 C CL 0 0 p o "J �. ® ca 6) LLJ C-¢ tV cn 0 > CL LU V Q_ U Mai DESIGN BUILD 395 STAN DRIVE, SUITE B MELBOURNE, FLORIDA 32904 PHONE: (321) 757-3034 FAX: (321) 757-3088 web: WWw.maidesignbuild.com email:dmenzel@maidesignbuild.com Cert. of Author. #31547 O O Scale: 1"=40' N Checked: DTM Approved: DTM Proj #:2016-035 h U_ j O O W Ln Lm ce z z O LU UJz V V Z aza V V Q Z N M I -M -OF-WAY SHALL BE IN ACCORDANCE WITH THE LATESTCAPABLE OF SUPPORTING A 32 -TON EMERGENCY VEHICLE. THE �DRIVING ALL ESURFACE R HIALLNG SBEFACE DAVIDS i. :r 1NZEL Cz EDITIONS OF THE FDOT DESIGN STANDARDS (2016/17), SPECIFICATIONS FOR ROAD AND BRIDGE MAINTAINED DURING ALL PHASES OF CONSTRUCTION.08C)A�V � CONSTRUCTION (2013), AND THE UTILITY ACCOMMODATION MANUAL. 12. A FIRE DEPARTMENT ACCESS ROAD SHALL EXTEND TO WITHIN 50 FT OF AT LEAST ONE EXTERIOR Q 10. SOD ALL AREAS DISTURBED BY CONSTRUCTION IN RIGHT-OF-WAY WITH COMMON BERMUDA SOD. DOOR THAT CAN BE OPENED FROM THE OUTSIDE AND THAT PROVIDES ACCESS TO THE INTERIOR OF 11. REGARDLESS OF PRIVATE OR PUBLIC DEDICATIONS THERE WILL BE NO UTILITY CONNECTIONS, METER THE BUILDING. BOXES OR VALVE BOXES IN EXISTING OR PROPOSED SIDEWALKS OR DRIVEWAY AREAS. 13. ALL FDOT DESIGNS STANDARDS REFERENCED ON THE PLANS SHALL FOLLOW THE LATEST EDITION 12. THE SITE PLAN IS NOT REQUIRED TO SUBMIT A RISK MANAGEMENT PLAN (RMP). UNLESS SHOWN OTHERWISE ON OTHER SHEETS. 4� w 13. IF EXTERIOR SITE LIGHTING IS PROPOSED. SITE LIGHTING MUST CONFORM TO CITY OF CAPE 14. NO PARKING SHALL BE ALLOWED IN THE DRIVEWAY AISLES. i `y ul CANAVERAL CODES & ORDINANCES AND THE ENGINEER OF RECORD SHALL CERTIFY THAT IT COMPLIES 15, THE DRIVEWAY IS A DESIGNATED FIRELANE. PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY OF A BUILDING PERMIT APPROVED BY 16. ALL Dia c , ETECTABLE WARNINGS SHALL BE CONSTRUCTED/INSTALLED TO MEET THE REQUIREMENTS OF THE CAPE CANAVERAL. 5TH EDITION FLORIDA BUILDING CODE - ACCESSIBILITY SECTION 406.8 AND FDOT REQUIREMENTS 14. CONTRACTOR SHALL SECURE FL DEPARTMENT OF ENVIRONMENTAL PROTECTION NOTICE OF INTENT TO WHERE APPLICABLE. USE GENERIC PERMIT FOR STORMWATER DISCHARGE AS REQUIRED BY 62-621.300 (4) F.A.C. PRIOR 17. FIRE DEPARTMENT ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL CLEARANCE OF NOT TO ANY LAND DISTURBING ACTIVITY. LESS THAN 13 FT 6 IN. 15. LAND DISTURBING ACTIVITIES SHALL CONFORM WITH THE REQUIREMENTS OF THE STORMWATER 18. ALL CONTROL VALVES FOR ANY FIRE SPRINKLER SYSTEM SHALL BE ELECTRONICALLY MONITORED. POLLUTION PREVENTION PLAN AS REQUIRED BY 62-631.300 (4) F.A.C. 19. ALL POSTS AND HARDWARE FOR ANY SIGNS INSTALLED ON THE SITE OR IN THE BREVARD COUNTY RIGHT-OF-WAY WILL ADHERE TO THE REQUIREMENTS SPELLED OUT IN EXHIBIT 26. NOTE: THE SURVEYOR OF RECORD (NOT THE SITE CONTRACTOR) SHALL PROVIDE 2 TEMPORARY SITE BENCHMARKS PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE BENCHMARKS SHALL INCLUDE THE VERTICAL DATUM (NAVD88), GRAPHICAL LOCATION AND DESCRIPTION. ALL 11 -IIS INFORMATION SHALL BE PROVIDED TO CITY OF CAPE CANAVERAL FOR THEIR REVIEW AND APPROVAL. NO WORK SHALL COMMENCE UNTIL APPROVAL BY THE CITY. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND /OR REPLACE ALL SURVEY MONUMENTAION WITHIN THE PROJECT LIMITS/WORK AREA BY A LICENSED SURVEYOR IN THE STATE OF FLORIDA. LEGEND: PARKING SPACE COUNT DETECTABLE WARNING SURFACE CONCRETE Sl►DEWALK/PA4'EIENT ASPHALT PAVEt�tEP4'T L= 321.58 0 R= 661.05' DELTA = 27°53'50" 17 22 5 24 8 77f '� r'r` t .. O - •,.: ". - 3. vv „ f 6 // ,' �__. / r r• �jO. L 1 r r"/i � j /i./ I c ° O 11 / � '>' ��'' �'! /�i, �.,' �� f`i� rf/t"r . '/ f✓ .'i f / f /.' s"/ I rn < al 8? �'�4 1z r r / ,, iAr/�'.+ a�if/ /`/r r ✓t,r O �i� f �' /.r;:s, s ;`.° 0,*, ' $ 0. '` 7,y7-:.�"`6!% O r ,:✓,' rr. / , /;!.s //,'`/, /,.- id _ / ..�:',.. ice% FUTURE HOTEL F.F.E. - 7.5022 W 7 + _d I . s 22 10 22 10 12 8 F s 13 �, a, 2 01 .3 ° i. n 90' !`� i'. ' d 19 w 10,4• h 'r` ° .a.. a 12 € !"''sr ,,i, r,.�..r .%,,'✓'.: �.: FUTURE POOL /4, DECK I4 4 iOf / t. 7 • f d F rF ,1 /4 13 O d. 29 , Oi dl °,. ri,• A r � er r. O, N 6 , b - / i Q: / r <8: O Q- / N I ° o. r 1+.7 ,�..,, X20, , 5 , . f , 2 3'. , 'i / } r ,'l 'r- 6 f , / •/tet,. <N , ; � 6 i . 34 cf 3 1 , > � 36 . 32 / `34. / r 5. 5� �3 r ao . 39 J 5 A°< ° O � � ° e� 39 ° 1 Q. f I y < 37 - TYP TYP 37 37 r____1 37 i = .. 1 B 37 TYP so, TYP CONSTRUCTION WITHIN THIS AREA--I we 0 SOUTH OF THE PROPERTY LINE TO BE © ; < �•� p DONE UNDER SEPARATE PERMIT 5 O 100' R��VA D m Nom$ m co o m / A v X 0 txJ R250' a 60 NOT A PART �m n' I CIO I 1\t12*� 9 f7I I ro� 38 50 E 175.00'(D) i178.30> (M) 9OVdS 0NIAUVd 9Z ` n ( RETENTION AREA COVERED � (CROSS DRAINAGE EASEMENT o I TO BE PROVIDED) >, I BUILDING "B" 3m n 3 STORY - BUILDING "Arr s AI " 3STORY �� °� m o \ I STAIRS COVERED WALK X I COVERED WALK 0 o D I STAIRS 3 < W O m 2 STORY m 2 STORY � m 2 STORY m 2 STORY m V Is�6Y N m Ln N v ; Rig€ D C.B.S. D C.B.S. C.B.S. m C.B.S. I g I a - (V 3JN3! NNfiNMHJ .b Y I a n xa�as away COVERED WALK COVERED WALK r E' I 'tip Na�ee away COVERED WALK COVERED WALK CO ER WALK R E A 1 V I ° o (n va 3 I n �0 Cl) to � C.B.S. o v I W Q ti I Cl) 55 O OO co O DAN 0) m z U) O Cl) vm O O 0 X00 - A <O morn o BREEZEWAY m Orn O x v �Z 0 0 ONOd N011N3E3 J y :14m r y Om n 2n n mx 03 n �y O o W0 X COVERED o O 0 v < m m N. > Z7 n�-�. (n n -a Z Ln 0) a�� Cn D o < < _ o ° o < fn 41 2-� MULCH CHIP Y b I O= m O c O� I I O PIT OF p wn v o �? n z m 0� n SITE LAYOUT PLAN 1"=40' V au •o a -7 { 0 0 z 0 10 m m D Lo rn v co >* D RAMP p I II 1 I I I 1 I �s I I Cy I 1 �� I I I I i I 1 I l I 1 I iI I i 1 I I 1 I 0 o 0 40 :0 ,0 This drawing is the property of MAI DESIGN N BUILD LLC. C. and is not to be reproduced in hole or in part. F t Is not to be used on any other project and is to be returned upon request. COPYRIGHT D 2016 0 i2 0 C CL LLIJ Ou p o "J �. ® ca 6) LLJ C-¢ g 0 > CL LU V Q_ U Mai DESIGN BUILD 395 STAN DRIVE, SUITE B MELBOURNE, FLORIDA 32904 PHONE: (321) 757-3034 FAX: (321) 757-3088 web: WWw.maidesignbuild.com email:dmenzel@maidesignbuild.com Cert. of Author. #31547 Date: 1-12-2017 Sheet C-3 of Scale: 1"=40' Drawn: WAA Checked: DTM Approved: DTM Proj #:2016-035 (2) GREASE TRAPS AND REQUIRED CLEAN -OUTS, SEE PLUMBING DRAWINGS FOR SIZES PROJECT DESCRIPTION: 6 STORY HOTEL "SPRINGHILL SUITES" TOTAL FLOOR AREA: 105,637 SF BUILDING HEIGHT: 65'-0" CONSTRUCTION TYPE: FBC TYPE IB; OCCUPANCY: COMMERCIAL USING THE AREA OF 3 LARGEST SUCCESSIVE FLOORS, PER NFPA 18.4.4.1.1, THE CALCULATED AREA IS 55,659 S.F., 2500 GPM FIRE FLOW (MEASURED AT 20 PSI) IS REQUIRED PER TABLE 18.4.5.1.2 OF THE 2012 FLORIDA FIRE PREVENTION CODE FOR UNSPRINKLERED BUILDING. HAZARD CHARGE NORTH 154' + 0% 2500GPM + 25% OF 2500 = 3125 GPM EAST 125' + 5% SOUTH 73' +10% 4 FIRE HYDRANTS REQUIRED WEST 65' +10% WITHOUT FIRE SPRINKLER SYSTEM TOTAL +25% SINCE PROPOSED BUILDING WILL BE PROTECTED WITH FULLY AUTOMATIC FIRE SPINKLER SYSTEM, THE FIRE FLOW REQUIREMENT CAN BE REDUCED DOWN TO (781) 1000 GPM (20 PSI) PER 18.4.5.2.1 OF THE 2012 FLORIDA FIRE PREVENTION CODE. THE REVISED HYDRANT REQUIREMENT IS ONE (1) HYDRANT. FIRE FLOW CALCULATIONS PROJECT DESCRIPTION: 6 STORY HOTEL "FUTURE" TOTAL FLOOR AREA: 85,579 SF BUILDING HEIGHT: 65'-0" CONSTRUCTION TYPE: FBC TYPE IB; OCCUPANCY: COMMERCIAL USING THE AREA OF 3 LARGEST SUCCESSIVE FLOORS, PER NFPA 18.4.4.1.1, THE CALCULATED AREA IS 44,032 S.F., 2500 GPM FIRE FLOW (MEASURED AT 20 PSI) IS REQUIRED PER TABLE 18.4.5.1.2 OF THE 2012 FLORIDA FIRE PREVENTION CODE FOR UNSPRINKLERED BUILDING. HAZARD CHARGE NORTH 154' + 0% 2500GPM + 15% OF 2500 = 2875 GPM EAST 223' + 0% SOUTH 108' + 5% 3 FIRE HYDRANTS REQUIRED WEST 65' +10% WITHOUT FIRE SPRINKLER SYSTEM TOTAL +25% SINCE PROPOSED BUILDING WILL BE PROTECTED WITH FULLY AUTOMATIC FIRE SPINKLER SYSTEM, THE FIRE FLOW REQUIREMENT CAN BE REDUCED DOWN TO (719) 1000 GPM (20 PSI) PER 18.4.5.2.1 OF THE 2012 FLORIDA FIRE PREVENTION CODE. THE REVISED HYDRANT REQUIREMENT IS ONE (1) HYDRANT. R NOTE: FINAL SIZE OF POTABLE WATER AND FIRE LINES TO THE BUILDINGS SHALL BE COORDINATED WITH THE PROJECT MECHANICAL ENGINEER. 46 37 Oo \x:83 3.71 13-� n' `Y40 \ \ EXIST. SAN. SEWkRk3.4 MANHOLETOP ELEV.= S.74N. INV. = �56 S. INV. = 4-3.65 W. INV. -3.24 E. INV F= -3.16 e \ /i �EXIST. 8" SAN. i i -,SEWER MAIN 4' DIA.N45- WER DOGHOUHOLE RIM EL#k \ N. INV. EL = L.30 WATER PLAN NOTES 1. 8"x6" JCM STAINLESS STEEL TAPPING SLEEVE & 6" TAPPING VALVE. 2. 12"x6" JCM STAINLESS STEEL TAPPING SLEEVE & 6" TAPPING VALVE 3. 6" DDCV ASSEMBLY 4. 3" METER & BACKFLOW PREVENTER 5. 6" DR -18 PVC WATERMAIN 6. 3" DR -18 PVC WATERMAIN 7. 3" TYPE "K" COPPER WATER LINE 8. FIRE HYDRANT ASSEMBLY 9. 12"X3" BRONZE SERVICE SADDLE AND 3" CORPORATION STOP 10. NOT USED 11. 6" GATE VALVE 12, 6" TEE 13. 6" 90' ELBOW 14. 6" 45' ELBOW 15. 3" GATE VALVE 16. 3" 90' ELBOW 17. 3" 45' ELBOW 18. 12"x6" JCM STAINLESS STEEL TAPPING SLEEVE & 6" TAPPING VALVE 19. NOT USED 20. FUTURE 6" DDCV ASSEMBLY 21. FUTURE 3" METER & BACKFLOW PREVENTER ENLARGED PLAN FOR HOTEL WATER SERVICE OW FUTURE HOTEL SITE '" -2F L= 321.58' R= 661.05' DELTA = 27°53%0" ENLARGED PLAN FOR HOTEL WATER SERVICE OW SPRINGHILL SUITES SITE 1" = 20' CTATTRAL 0 RD E SF. d WATER AND SEWER NOT :w '5.16 �9 .86 i 1) WATER SYSTEM ON PROPERTY IS PRIVATE. z � «h 2) SANITARY SEWER SYSTEM IS PRIVATE. THE CITY'S POINT OF \. . 20' --E.-1 40' 8( - - -___-1 ACCEPTANCE WILL BE AT THE SANITARY SEWER MANHOLE LOCATED t > U t. AT CROSSING OF THE CENTRAL BOULEVARD RIGHT-OF-WAY. �6 3D 3) REGARDLESS OF PUBLIC OR PRIVATED DEDICATIONS THERE SHALL o �. ca > LLJ BE NO UTILITY BOXES OR VALVE BOXES IN EXISTING OR 2 z > PROPOSED SIDEWALKS OR DRIVEWAYS. � 3 4) EXISTING UTILITIES SHALL REMAIN UNDISTURBED UNLESS NOTED U LLJ a 6 z4 OTHERWISE. DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED 7.15 Zo r� V OR REPLACED AT THE CONTRACTORS EXPENSE. 6 3.5 5) PRINTED DIMENSIONS ON THESE PLANS HAVE PRECEDENCE OVER MELBOURNE, FLORIDA 32904 1 FAX: (321) 757-3088 SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. DIMENSIONS ON email:dmenzel@maidesignbuild.com '4.33 f f Date: 1-12-2017 DRAWINGS ARE TO FACE OF CURB, UNLESS OTHERWISE NOTED. r 6) THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DTM Approved: DTM Proj #: 2016-035 COORDINATION OF ALL TRADES DURING CONSTRUCTION. THE DESIGN FIRM SHALL NOT BE HELD RESPONSIBLE FOR WORK, NOT IN ACCORDANCE WITH THESE DOCUMENTS OR UNSATISFACTORY WORK BY THE CONTRACTOR. IN THE EVENT THAT A PROBLEM OR,-�� z A QUESTION DOES ARISE FROM THESE DOCUMENTS THE DESIGN___.........____. 0 UJ ..- r j FIRM SHOULD BE CONTACTED TO MAKE ADJUSTMENTS OR Ld 11 SEE,eNLGED-� 7) CLARIFICATION IF NEEDED, PRIOR TO COMMENCEMENT OF WORK. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE ....__._..._... PLAN THS �� SHEE LATEST REVISED AND APPROVED DOCUMENTS FROM THE DESIGN 0 I FIRM AND ANY QUESTIONS OR DISCREPANCIES SHALL BE v ------ BROUGHT TO THE DESIGN GROUPS ATTENTION PRIOR TO THE r� - COMMENCEMENT OF WORK. 0 zz 8) THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CHECKING ___.._._.. }0 DIMENSIONS AND SITE CONDITIONS AND REPORT ANY DISCREPANCIES TO THIS OFFICE PRIOR TO COMMENCEMENT OR (................- , V V CONTINUATION OF ONGOING CONSTRUCTION. I� O <- N r^7 9) ALL SANITARY SEWER CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE CRITERIA FOR WATER AND SANITARY SEWERAGE (� .............. I I - SYSTEMS WITHIN CITY OF CAPE CANANVERAL(LATEST EDITION). THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS BEFORE I _._... COMMENCING CONSTRUCTION. II 10) ALL WATER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE -- ADOPTED RULES AND ORDINANCES OF THE CITY OF COCOA. THE ' I CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS BEFORE �� " COMMENCING CONSTRUCTION. 11) FIRE HYDRANTS WILL BE INSTALLED BEFORE STARTING ANY ( i BUILDING CONSTRUCTION.. 12) AT ALL TAPPING SLEEVES THE FITTING SHALL BE RESTRAINED . --_' __ WITH STAINLESS STEEL ALL THREAD RODS. 6 9 �...... .. 13) PRIVATE HYDRANTS ARE TO BE PAINTED FIRE SAFETY RED WITH I......_.._ RUST-OLEUM ENAMEL #964 PAINT. I� 14) A HYDRANT TEE AND VALVE SHALL BE USED ON ALL FIRE I HYDRANTS. € 15} ALL GRAVITY MAINS SHALL HAVE A TELEVISED INSPECTION. A II---- If VIDEO INSPECTION FORM MUST BE FAXED TO THE CITY UTILITY I SERVICES DEPT. 48 HOURS PRIOR TO VIDEO INSPECTION. A WASTEWATER COLLECTION REPRESENTATIVE MUST BE PRESENT.I 16) A CONTINUITY TEST SHALL BE PREFORMED ON THE TRACING WIRE I. w! AT FINAL INSPECTION. 17) CONTRACTOR IS TO VERIFY THE LOCATION OF ALL EXISTING , UTILITIES AND MATERIAL PRIOR TO COMMENCEMENT OF ._. CONSTRUCTION. __ 5 18) ALL PIPE SHALL BE RESTRAINED DUCTILE IRON PIPE UNLESS '^ 6 NOTED OTHERWISE IN DRAWINGS. _._T_ 19) METERS SHALL BE NEPTUNE TRU FLO WITH STRAINER ORA L__ ..............-__. MfAINI TO BADGER RECORDALL METER WITH STRAINER. I I AONSITE I LONG 20) THE DDC, ALL HYDRANTS, AND FDCs ARE TO BE PAINTED RED. ,w...__._._....._ 21) THE MAXIMUM DISTANCE BETWEEN CLEAN -OUTS IS 100 FEET. 22) ALL CLEAN -OUTS LOCATED IN TRAFFIC AREAS SHALL BE TRAFFIC .I BEARING CLEAN -OUTS PER DETAILS ON SHEET C-10 n I (2) GREASE TRAPS AND REQUIRED CLEAN -OUTS, SEE PLUMBING DRAWINGS FOR SIZES PROJECT DESCRIPTION: 6 STORY HOTEL "SPRINGHILL SUITES" TOTAL FLOOR AREA: 105,637 SF BUILDING HEIGHT: 65'-0" CONSTRUCTION TYPE: FBC TYPE IB; OCCUPANCY: COMMERCIAL USING THE AREA OF 3 LARGEST SUCCESSIVE FLOORS, PER NFPA 18.4.4.1.1, THE CALCULATED AREA IS 55,659 S.F., 2500 GPM FIRE FLOW (MEASURED AT 20 PSI) IS REQUIRED PER TABLE 18.4.5.1.2 OF THE 2012 FLORIDA FIRE PREVENTION CODE FOR UNSPRINKLERED BUILDING. HAZARD CHARGE NORTH 154' + 0% 2500GPM + 25% OF 2500 = 3125 GPM EAST 125' + 5% SOUTH 73' +10% 4 FIRE HYDRANTS REQUIRED WEST 65' +10% WITHOUT FIRE SPRINKLER SYSTEM TOTAL +25% SINCE PROPOSED BUILDING WILL BE PROTECTED WITH FULLY AUTOMATIC FIRE SPINKLER SYSTEM, THE FIRE FLOW REQUIREMENT CAN BE REDUCED DOWN TO (781) 1000 GPM (20 PSI) PER 18.4.5.2.1 OF THE 2012 FLORIDA FIRE PREVENTION CODE. THE REVISED HYDRANT REQUIREMENT IS ONE (1) HYDRANT. FIRE FLOW CALCULATIONS PROJECT DESCRIPTION: 6 STORY HOTEL "FUTURE" TOTAL FLOOR AREA: 85,579 SF BUILDING HEIGHT: 65'-0" CONSTRUCTION TYPE: FBC TYPE IB; OCCUPANCY: COMMERCIAL USING THE AREA OF 3 LARGEST SUCCESSIVE FLOORS, PER NFPA 18.4.4.1.1, THE CALCULATED AREA IS 44,032 S.F., 2500 GPM FIRE FLOW (MEASURED AT 20 PSI) IS REQUIRED PER TABLE 18.4.5.1.2 OF THE 2012 FLORIDA FIRE PREVENTION CODE FOR UNSPRINKLERED BUILDING. HAZARD CHARGE NORTH 154' + 0% 2500GPM + 15% OF 2500 = 2875 GPM EAST 223' + 0% SOUTH 108' + 5% 3 FIRE HYDRANTS REQUIRED WEST 65' +10% WITHOUT FIRE SPRINKLER SYSTEM TOTAL +25% SINCE PROPOSED BUILDING WILL BE PROTECTED WITH FULLY AUTOMATIC FIRE SPINKLER SYSTEM, THE FIRE FLOW REQUIREMENT CAN BE REDUCED DOWN TO (719) 1000 GPM (20 PSI) PER 18.4.5.2.1 OF THE 2012 FLORIDA FIRE PREVENTION CODE. THE REVISED HYDRANT REQUIREMENT IS ONE (1) HYDRANT. R NOTE: FINAL SIZE OF POTABLE WATER AND FIRE LINES TO THE BUILDINGS SHALL BE COORDINATED WITH THE PROJECT MECHANICAL ENGINEER. 46 37 Oo \x:83 3.71 13-� n' `Y40 \ \ EXIST. SAN. SEWkRk3.4 MANHOLETOP ELEV.= S.74N. INV. = �56 S. INV. = 4-3.65 W. INV. -3.24 E. INV F= -3.16 e \ /i �EXIST. 8" SAN. i i -,SEWER MAIN 4' DIA.N45- WER DOGHOUHOLE RIM EL#k \ N. INV. EL = L.30 WATER PLAN NOTES 1. 8"x6" JCM STAINLESS STEEL TAPPING SLEEVE & 6" TAPPING VALVE. 2. 12"x6" JCM STAINLESS STEEL TAPPING SLEEVE & 6" TAPPING VALVE 3. 6" DDCV ASSEMBLY 4. 3" METER & BACKFLOW PREVENTER 5. 6" DR -18 PVC WATERMAIN 6. 3" DR -18 PVC WATERMAIN 7. 3" TYPE "K" COPPER WATER LINE 8. FIRE HYDRANT ASSEMBLY 9. 12"X3" BRONZE SERVICE SADDLE AND 3" CORPORATION STOP 10. NOT USED 11. 6" GATE VALVE 12, 6" TEE 13. 6" 90' ELBOW 14. 6" 45' ELBOW 15. 3" GATE VALVE 16. 3" 90' ELBOW 17. 3" 45' ELBOW 18. 12"x6" JCM STAINLESS STEEL TAPPING SLEEVE & 6" TAPPING VALVE 19. NOT USED 20. FUTURE 6" DDCV ASSEMBLY 21. FUTURE 3" METER & BACKFLOW PREVENTER ENLARGED PLAN FOR HOTEL WATER SERVICE OW FUTURE HOTEL SITE '" -2F L= 321.58' R= 661.05' DELTA = 27°53%0" ENLARGED PLAN FOR HOTEL WATER SERVICE OW SPRINGHILL SUITES SITE 1" = 20' CTATTRAL 0 RD E SF. d n o ^ O n 0 O i and is to be returned upon request. s z � «h i 0 10, 1 1 20' --E.-1 40' 8( - - -___-1 1"=40' W Q n o ^ O n 0 O n 0 N and is to be returned upon request. COPYRIGHT © 2016 z � «h 0 n � Q 0, 6 S ^ t > U t. Z O N IN o E!) EJJ ca > LLJ �i z > � LL1 a u U LLJ a a u 00 r� V Z DESIGN BUILD 395 STAN DRIVE, SUITE B MELBOURNE, FLORIDA 32904 PHONE: (321) 757-3034 FAX: (321) 757-3088 web: www.maidesignbuild.com email:dmenzel@maidesignbuild.com Cert. of Author. #31547 Date: 1-12-2017 Sheet En CA of j Drawn: w"Checked: DTM Approved: DTM Proj #: 2016-035 z 0 0 UJ Ld z z 0 v r� 0 zz }0 V V O <- N r^7 DAVID T. MENZEL and is not to be reproduced in whole or in 0 � 6 P,Bt30 and is to be returned upon request. COPYRIGHT © 2016 z � «h 0 Q 0, 6 S ^ t > U t. Z © IN o E!) EJJ ca > LLJ This drawing is the property of MAI DESIGN BUILD, LLC. and is not to be reproduced in whole or in part. It is not to be used on any other project and is to be returned upon request. COPYRIGHT © 2016 z 0 Q O t. Z © o E!) EJJ ca > LLJ �i z > � LL1 a u U LLJ a a u r� V m COO, DESIGN BUILD 395 STAN DRIVE, SUITE B MELBOURNE, FLORIDA 32904 PHONE: (321) 757-3034 FAX: (321) 757-3088 web: www.maidesignbuild.com email:dmenzel@maidesignbuild.com Cert. of Author. #31547 Date: 1-12-2017 Sheet Scate: I"=49 CA of j Drawn: w"Checked: DTM Approved: DTM Proj #: 2016-035 _ �,.. RM SHA 7.44 7.30 EN BERM W/3'N Ni TOP ,F 3 GHER THAN OT Bup-1 �W<E, �RmmW� w FJ 1 �,7 .60 � �pVJc,• Nw W .Wo.o CO.R� STRUgC0 SE.AGMENTAL WALL ALONGS EWALK N,OF MAW' AS SHOW3 nn EL�3.62 _w z�nu PA 0 -, F y- / MATCH \� / VERI � 50 LF/TR NCH a6 DRA)N 19 � :iN =;t2 3• m 3.56+ / of ,f%'f 37 42 rf f%r•�� ,, A +4.59 3.90+ +4.7 { INV. =2.40 + s9 +5.12 HOTEL BUILDING!/ 7.44 •349 LF 36" RCP • �f 7.48 l l o, 0 7.12 x STRUCT ID TYPE TOP/RIM EL. N INV S INV E INV W INV SUMP EL. COMMENTS DS#1 5' DIA 3.45 0.00 --- 0.52 0.52 -0.50 VERIFY EXISTING f MANHOLE N i r� WZW--� z INVERTS DS#2 6'0 CONFLICT 5.60 0.00 0.00 2.00 2.00 -0.50 VERIFY EXISTING a� MANHOLE 00 LLJ INVERTS DS#3 5' DEA MANHOLE 6.40 0.00 0.00 --- --- -0.50 web: www.maidesignbuild.com DS#4 5' DIA 5.85 -0.02 0.00 --- --- -.050 { Approved: DT.M MANHOLE NOT A PART 101 7 DS#5 FDOT TYPE G 5.80 --- --- --- 0.00 -0.50 9:6- W GRATE 0 K4.67 DS#6 FDOT TYPE G 5.40 --- 2.40 2.40 --- 1.90 o.61 W GRATE z o +4.82 v DS#7 FDOT TYPE G 5.40 --- 2.40 2.40 2.40 1.90 f / t/ f e� / W GRATE UJ u 5V A , .3,. ,;,� �Fi § >, ]. 5:$5• �• DS#8 FDOT TYPE C 5.00 2.40 2.40 --- --- 1.90 W1 GRATE 0 z'z DS#9 FDOT TYPE G 5.40 --- --- --- 2.40 1.90 W GRATE } DS#10 FDOT TYPE G 5.40 --- --- 2.40 --- 1.90 W1 GRATE V el DS#11 FDOT TYPE G 5.40 --- 2.40 2.40 2.40 1.90 W1 GRATE DS#12 FDOT TYPE F 5.40 --- --- --- 2.40 1.90 W GRATE DS#13 FDOT TYPE C 5.00 --- --- 2.40 --- 1.90 WGRATE DS#14 4' DIA MANHOLE 3.95 -0.88 -0.88 --- 0.00 -1.38 DS#15 5' DIA 5.53 0.00 0.00 0.00 --- -0.50 MANHOLE CS#1 FDOT TYPE C 3.00 --- --- --- 0.50 0.00 W GRATE CS#2 FDOT TYPE C 3.00 --- 1.25 --- --- 0.75 W GRATE CS#3 FDOT TYPE C 3.00 --- --- 0.00 --- -0.50 W GRATE u� L= 1 4 52 = 661.M 0 p � 4� � o i'�,%lf«^i"rl% 11 %!., .� r�,f% / /i//r� s4,a�'•�,r, f�/. 116.701, II 11 • r f F /i/ %/ f f /do f `91 8II ,d Ir. .II II x :.11.. <II r /r �: � ffivo ...I...._.....;Jl° ` I 5 70 I! 11 IIx II ! 6.80 y 61:t II d 11 II'°i °II II ' 11 II Iia II 184LF 6" PER /r �II 11 ° N� Jt 6.70 I 1644-F 6" PERF 'll N llYt II I 204LF B" PERF 7.44 +4 II 7.201 TFL 24" MANHOLE COVER 17 FOR ACCESS BELOW ,._._ STRUCTURE, TYPICAL 3 70 • JI N°' II 23 LOCATIONS IIII _,I.�.' { 16 7.44 ,�. co - 11 N 11 y II N.. m JI V 136LF 6" PERF CS I.- ° 11 N II I 212LF 6' PERF JL II77 214LF B" PERF fib II . I CO a N'=°ql . 91 p a.._� _ ;I I 5611 6" PERF77. O Frr6`✓ ' . q II a II ' N .70 I 7.44 'ERFi , `'" 'll N II° I114* .......D, N.. II N 7 2C .. 7.48 CP : tt, II 11. Il 11 1 II INV? 1l=1 2.N}� N II ' INV. _ + .1 4 II' II II II •I' I `II IL N II . I I 2.40 ® ' I 1 011 11 JI ". `x DS -13 I_.a_L: .-.11- 6000l� 8.80 5.70 }p - Co o.:N / f 8.00 6.10 a B CO NOTE - UNLESS NOTED OTHERWISE ON PLAN, ALL PERFORATED UNDERDRAIN PIPES ARE TO BE 6" DEA. PIPE LENGTHS ARE SHOWN ON PLAN ONLY UNLESS DIFFERENT PIPE SIZE IS USED NOTE: CONSTRUCT EARTHEN BERM W/3' NIDE TOP AS SHOWN ALONG CENTRAL BLVD. RIGHT-OF-WAY, TOP OF BERM SHALL BE NO HIGHER THAN ONE FOOT ABOVE TOP OF ADJACENT PARKING LOT CURB. 04.84 SLOPE ON ROADWAY SIDE TO BE MAX. 4.1 SLOPE. o ° I U CONSTRUC MENTAL WALL ALONG S LK AS SHOWN, TOP WALL EL - 7.00 4 A \ 5.75 8 ��J�®►J1� 01' IATCHV, L= 321.58' 4R. HrFgy �V R= 661.05' FUTURE HOTEL +4-52 BUILDING F.F.E. = 7.50 +4.45 Sir A% ENo, DELTA = 2705:Y*50" GENERAL IT IS INTENDED THAT THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD TESTING SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" MOST CURRENT EDITION BE USED THE CONTRACTOR SHALL RETAIN THE SERVICES OF AN APPROVED INDEPENDENT TESTING WHERE APPLICABLE FOR VARIOUS WORK, AND THAT WHERE SUCH WORDING THEREIN REFERS LABORATORY TO CONDUCT ALL REQUIRED TESTS ON SUBGRADE AND SURFACE COURSE TO THE STATE OF FLORIDA AND ITS DEPARTMENT OF TRANSPORTATION PERSONNEL, SUCH MATERIALS. TEST RESULTS MUST BE SUBMITTED PRIOR TO ANY REQUEST FOR PAYMENT OF WORDING IS INTENDED TO BE REPLACED WITH THAT WORDING WHICH WOULD PROVIDE THE ABOVE ITEMS. PROPER TERMINOLOGY, THEREBY MAKING SUCH "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" AS THE "STANDARD SPECIFICATIONS" FOR THIS PROJECT. IF ANY TEST INDICATES THAT THE WORK DOES NOT MEET THE SPECIFICATIONS, THE SUBSTANDARD AREA SHALL BE REWORKED OR CORRECTED AND RETESTED, AT THE IF WITHIN THAT PARTICULAR SECTION ANOTHER SECTION, ARTICLE OR PARAGRAPH IS CONTRACTOR'S EXPENSE, UNTIL THE PROVISIONS OF THESE SPECIFICATIONS ARE MET. REFERRED TO, IT SHALL BE A PART OF THE STANDARD SPECIFICATIONS ALSO. OTHER ALL WORK SHALL BE A WORKMANLIKE MANNER AND SHALL CONFORM WITH ALL APPLICABLE THE CONTRACTOR SHALL FOLLOW THE RECOMMENDATION OF THE GEOTECHNICAL ENGINEER CITY OF CAPE CANAVERAL, STATE OF FLORIDA AND FEDERAL REGULATIONS AND/OR CODES. WITH RESPECT TO SITE PREPARATION FOR THE BUILDING AND DRIVEWAYS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND LICENSES REQUIRED TO BEGIN WORK. ALL ELEVATIONS SHOWN ARE AT THE EDGE OF PAVEMENT. THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF ONE SOD ALL RETENTION AREA AND SWALE SLOPES WITH ST. AUGUSTItdE SOD TO MEET SJR AH YEAR FROM THE DATE OF THE PROJECT OF ACCEPTANCE DURING WHICH ALL FAULTY II, CHS. 2.6.2 AND 5.4.1• W 0 0 N O 0 N O 0 N W N 1.4 N COPYRIGHT © 2016 I �A MAT h � by r~f O U.J 97 3,95CIO f N N i r� WZW--� z a� Q FF +4.23 -o a� r, 00 LLJ Q o o DESIGN BUILD IffmommEw 395 STAN DRIVE, SMITE B MELBOURNE, FLORIDA 32904 o-� +4.67 ( O web: www.maidesignbuild.com O Cert. of Author. #31547 +4.57 D Scate: 1"=40' of Drawn: WAA { Approved: DT.M 4. NOT A PART 101 7 M U_ U 9:6- 0 0 K4.67 I �U N52638'50' E 175.00(D)'1'78.30'(M) .05 o.61 z z o +4.82 v h' a p cs I. f / t/ f e� / Ld UJ u 5V A , .3,. ,;,� �Fi § >, ]. 5:$5• �• 0 0 0 z'z } � a V V el 125 1- M CONSTRUCTION AND/OR MATERIALS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. DAVID T. MENZEL THE DEVELOPER IS RESPONSIBLE FOR ANY DAMAGE WITHIN ROAD AND DRAINAGE R/W AS A 0030 GRADING DIRECT RESULT OF NEW CONSTRUCTION. �`�tlt��/ THE CONTRACTOR SHALL PERFORM ALL GRADING NECESSARY TO ACHIEVE THE PROPOSED / PLAN GRADES INCLUDING TYPICAL SECTIONS. THE SLOPES FOR RETENTION AREAS 2 FEET OR DEEPER SHALL BE CONSTRUCTED NO ti° � f STEEPER THAN 4H TO 1V SLOPES, UNLESS THE AREA IS SURROUNDED BY A FENCE. SLOPES SHALL BE NO STEEPER THAN 3H TO 1V FOR PONDS AND SWALES. ALL WORK SHALL BE IN ACCORDANCE WITH SECTION 120 OF THE STANDARD �• �_°� ,°�;, �, "• SPECIFICATIONS. `' `' CONTRACTOR MUST APPLY A FDOT APPROVED PRIME COAT TO THE BASE COURSE, PER STAKING CITY OF CAPE CANAVERAL. CONSTRUCTION STAKING WILL BE PERFORMED BY THE CONTRACTOR. CONTRACTOR SHALL PROVIDE A SMOOTH SAW CUT ALONG EXISTING EDGE OF PAVEMENT AT STABILIZING ALL PROPOSED DRIVEWAY LOCATIONS. ALL ASPHALT CUTS ARE TO BE STRAIGHT CUTS. z STABILIZING SUBGRADE SHALL BE CONSTRUCTED TO THE FLORIDA BEARING VALUE OF 50 PSI FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, AND IN ACCORDANCE WITH CONTRACTOR SHALL INSURE ALL SIDEWALKS AND CURBS ARE TO BE STRAIGHT SAW CUTS SECTION 160 OF THE STANDARD SPECIFICATIONS. NO JIG SAW PUZZLE CUTS WILL BE ALLOWED. (TYPE C STABILIZATION). ALL STABILIZED AREAS SHALL BE COMPACTED TO AT LEAST CONTRACTOR SHALL FOLLOW SOILS REPORT WITH REGARDS TO SOIL TREATMENT, 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHO T-180. STABILIZATION AND/OR REMOVAL OF ANY DEBRIS IF NECESSARY. CONCRETE PAVEMENT ALL STREETS AND STORMWATER CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF PORTLAND CEMENT CONCRETE SHALL BE IN ACCORDANCE WITH SECTION 345 OF THE CAPE CANAVERAL TECHNICAL SPECIFICATIONS FOR CONSTRUCTION. STANDARD SPECIFICATIONS. STORMWATER WILL MEET ALL REQUIREMENTS OF CITY OF CAPE CANAVERAL. ALL DRAINAGE CONCRETE PAVEMENT SHALL BE CONSTRUCTED TO THE DEPTH AND LIMITS SHOWN IN SYSTEMS NOT IN THE CENTRAL BOULEVARD OR S.R. A -1-A ROAD RIGHT OF WAY WILL BE ACCORDANCE WITH SECTION 350 OF THE STANDARD SPECIFICATIONS. PRIVATELY MAINTAINED. P 7.50 7.00 d^ 6 0 A d 7 00 d '.TNI g d 2 X040 ° 70 4.66 F ' RETENTION .TANK "F t °d < 7.15 „ 77 d. 240' d, °4 1 s �e d ' s f/> 5.60 . 5 5.85 �. 6.30 __._..... ...... /,/' , / / .r ,... /. 1.. %;lam` .% / / / / r. r, f o ,,._, .__. ,fit. ,,,..,.... ,>.. ,. �..... ,,. ,,.,>. .. /„�./r,g. 2 1 d - - d ---- - --- - -- - --- - - - - - -- - - - - - - 8. - . C aT= --- %! "' -+TIT ,�, � - I� -•�. - - I - � - -- -- - �_ e! -- c P� - -- -=E � �? t • /.s;•f I _ N 20 f f , II !, E d j ,�« 5.85 °91 r" 4 A ETE TIO N' T K D m / Ia N I . 6 0 6 � °40= 0' m v' t6a °�ETENTIaN TANK <B I d f 4 fpj> , A ° < o 6.35 ._ - - A -- 14.6E -µ4.66 01 I 6.00 _v -- 1 II r / BLF 6 PERF 1BLF B PERF " 30LF 8 PERF �r,�.. f ;.. '. ' _. , 8 P R . , .:: , 4 9'$ CN - - - - II - - 901F 6" PERF - -�- - + - - - „i•, ----�;,- - w '....ti .o,: :. �. L4 L. �. ]7 © ;:. MES i.E. = 2.00 CS -2 - 12LF 8" PERF A /� N4.t a w d4 �� 440 IF 6" PERF , S LP - rye... --- -- I+ \ 47 141 LF 18" RCP £��95 L __- _ D w z7�my�� 4OLF 8' PERF 4 CONCRETE CURB 4.15+ zmn 910 4.87 s a =�a�as +4.79 TYPICAL CLEAN o N m � N�aA=m ®a 39 S s fm A�9A OUT FOR PERF. m 40 LF / �3s mRz;gym +3.7 +4.01 s8 �� mRvp,f UNDER DRAIN 1 ma 36 RCPIGRN2' u +3.30 +3.66om 36 m4nN. ��FNm 3 +4 3 MES IE = 2.00 EXIST. = "P"U o NF�F 0 we m W mm o CONSTRUCTION WITHIN THIS AREA-,,Z:�Z I CROSS DRAINAGE EASEMENT 24" RCP �'0 r ' 8 .azo SOUTH OF THE PROPERTY LINE TO BE = '. 2 14.61 DONE UNDER SEPARATE PERMIT `^ TO BE PROVIDED FOR y ' 3,a2 D mo UI RETENTION POND SYSTEMboo. Ln .57 9C +4.15S3DddS JNI>iUVd 9Z rn I m +3Z F -F J COVERED Iq (L ` +334 I D +4.83 I DRY RETENTION POND r V I BOTTOM EL 2.0Go I BUILDING "B" mo 100 IF0 0 ST I CD 3 STORY - BUILDING A COVERED WALK X 3 STORY COVERED WALK < 11 1� v) I 20 LF 18" RCP W X rn .12 ( STAIRS my STAIRS 0 i +4.35 � � r O `2 Cn < m co m CS -3 _-39 DS -14 m m A° 2 STORY m 2 STORY X 2CF1 �ggpP I o 2 STORY m 2 STORY N i T "e I m C.B.S. m C.B.S. C.B.S. C.B.S. a 3 4.3�scc5 I 3.[ T� .81 I 14,6 u D w °5.05 M. C&; -'•j V L QU�ET� Adv 40 LF TRENCH ZLOW ___ 'I II 1 N CT NV� �__ '1,210 1 I 1 part. It is not to be used on any other project 1.4 N COPYRIGHT © 2016 I �A MAT I by r~f O U.J 97 3,95CIO f 5' i r� WZW--� z a� Q FF +4.23 -o a� UJ U LLJ Q Co Q DESIGN BUILD IffmommEw 395 STAN DRIVE, SMITE B MELBOURNE, FLORIDA 32904 o-� +4.67 ( O web: www.maidesignbuild.com r Cert. of Author. #31547 +4.57 D Scate: 1"=40' of Drawn: WAA { Approved: DT.M 4. NOT A PART 101 7 w �TY4 - _4_Q,5.1011, 9:6- 14,45 K4.67 I �U N52638'50' E 175.00(D)'1'78.30'(M) .05 o.61 h o +4.82 v h' a 4 9 1 cs I. f / t/ f e� / I 5V A , .3,. ,;,� �Fi § >, ]. 5:$5• �• '1,210 1 I 1 part. It is not to be used on any other project 1.4 N COPYRIGHT © 2016 I �A z I by � CL O U.J 97 3,95CIO 5' r� ca Q LA LLJ z a� Q a Q Q U a� UJ U LLJ Q Co Q DESIGN BUILD IffmommEw 395 STAN DRIVE, SMITE B MELBOURNE, FLORIDA 32904 o-� E� web: www.maidesignbuild.com r Cert. of Author. #31547 Date: 1-12-2017 Sheet Scate: 1"=40' of Drawn: WAA Checked: DTIA Approved: DT.M Proj #:2016-035 w �TY4 - 9:6- I a w � I .05 h I I I 1 I > I �a COVERED WALK HOVERED WALK CO ER WALK COVERED WALK BREEZEWAY +7,22 I SIGN I N ,0 '% ,ffi 30Yd9 n� W3 3rnns o I COVERED WALK co jb , ° D O oa +0.51 4.39 �! IV GDi D D C.BW co.S. W Ia - +_2 40 +_2.50 I +3.91 m 'S"y/ > U)z co (n D m Ln ` 3 I m +0.82 +-1.90 0-9 4.10 1 II W O O 2`2 p �_ \ .'D - _ I I N (n � �cn \ L � m � Ol`/�) Qo Y� s I Cn .Q N Ln m 0 ID SITE GRADING AND DRAINAGE PLAN i lu :l IVA 1" -- 49 1 1" = 40 This drawing is the property of MAI DESIGN BUILD, LLC. and is not to be reproduced in whole or in part. It is not to be used on any other project and is to be returned upon request. COPYRIGHT © 2016 0 z Q � L i � CL O U.J O U ca Q LA LLJ z a� Q a 0 Q U a� UJ U LLJ r� V Mai DESIGN BUILD IffmommEw 395 STAN DRIVE, SMITE B MELBOURNE, FLORIDA 32904 PHONE: (321) 757-3034 FAX: (321) 757-3088 web: www.maidesignbuild.com email:dmenzel@maidesignbuild.com Cert. of Author. #31547 Date: 1-12-2017 Sheet Scate: 1"=40' of Drawn: WAA Checked: DTIA Approved: DT.M Proj #:2016-035 Fla. DOT Handicap PARKING BY Parking Standard DISABUD PERMIITT Sign No. #FTP -25 ONLY (12'X18" Size) MOLATION IE �0O 111E 1. Top portion of FTP 25 & 26 shall have a reflective blue '/BOLTS background with white reflective symbol and border. 'ft 2. Bottom portion shall have a v v, reflective white background with 'o c black opaque legend and border. Q v s a. ZIPPED , 0- SND iI v 14 GA. x 2" ALL -PUNCHED EES ° HOT DIPPED GALVANIZED a ° SQUARE POST TOP VIEW SIDEWALK OR NATURAL GRADE L / \\�\ 01�,\, \ s f o \ / O - \ Co 6" FRONT VIEW FRONT VIEW HANDICAP SIGNAUE DO NOT SCALE CONTROL JOINT — MAY BE SAWCUT OR TOOLED, JOINTS SHALL BE SAWCUT WITHIN 24 HOURS OF CONCRETE PLACEMENT. /8p 1 /4" R. 1 1 /2" 1/2" PREMOLDED EXPANSION CONTROL JOINT EXPANSION JOINT JOINT MATERIAL (5' O/C) (50' O/C) SIDEWALK JOINT'S DETAIL. N.T.S. WIDTH VARIES - SEE PLAN ON—SrTE SIDEWALK DETAIL ALL CROSS WALK MARKINGS SHALL BE THERMOPLASTIC WHITE PAINT. DRIVEWAY CROSSWALK DETAIL EDGE OFDOME PATTERN SHALL BE DETECTABLE s2" 2.35" IN-LINE WITH DIRECTION WARNING OF TRAVEL N TRUNCATED DOME VI NV(SEE DETAIL) O O 0.9" INTEGRAL o N O O O DOME O O O O PLAN VIEW TRUNCATED DOME ALL SIDEWALK CURB RAMPS SHALL HAVE BRICK RED DETECTABLE WARNING SURFACES THAT EXTEND THE FULL WIDTH OF THE RAMP AND iN THE DIRECTION OF TRAVEL 24 INCHES FROM THE BACK OF CURB. DETECTABLE WARNING DETAIL N.T.S. N.T.S. I 1/2"R I A. SEGTI ON CONCRE PLUME N.T.S. 2" OF SP -12.5 OR 9-1 ASPHALT TESTED PER FDOT AND/OR BREVARD COUNTY STANDARDS LATEST EDITION B" THICK LIMEROCK OR CEMENTED COQUINA, BASE, MIN., LBR 160, COMPACTED TO A MIN. OF 98% MAXIMUM DENSITY PER AASHTO T-180 O SUBGRADE 12" THICK, TYPE "B MIN. LBR 40,. COMPAACTEb TO A MIN. OF 901 MAXIMUM DtNSITY PER AASHTO T-180 1 CONGRIEtE PAVEMENT 5" THICK ,28 DAY, 3600 PSI REINFORCED WITH FIBER MESH ! SUBGRAD.E, 12° THICK, TYPE°13% IN. MLBR 40, COMPACTED TO A. MIN. OF 98% MAXIMUM DENSITY PER AASHTO Tz160. ASPHALT DRIVEWAY PAVEMENT COM1MERCIAL ON-SITE AND SECTION FOR RIGHT-OF-WAY RIGHT-OF-WAY DRIVEWAY CONCRETE PAVEMENT SECTION NOTES: 1. CONCRETE PAVEMENT SHALL BE CONSTRUCTED OF 28 DAY, 3000 PSI, CLASS 1 CONCRETE. 2. CONTRACTION JOINTS SHALL BE 1/0 INCH WIDE AND SAW -CUT OR TOOLED. 3. CONSTRUCTION JOINTS ARE REQUIRED: WHEN CONSTRUCTING ADJACENT FRESH CONCRuE POURS. 4. EXPANSION JOINTS ARE REQUIRED ALONG ALL OTHER AIJ ACENT PAVEMENTS AT EACH SIDE OF STORM INLET STRUCTURES; AND AT ALL RADIUS POINTS, 5. EXPANSION, JOINTS SHALL, BE 1/2 INCH WIDE (WITH 1/2 INCH PREMOLDED, JOINT MATERIAL) AND SHALL at FULL DEPTH OF THE PAVEMENT. 6. JOINT MATERIAL SHALL BE IN ACCORDANCE WITH fDOT STANDARD SPECIFICATIONS; SECTION 932, LATEST EDITION. 7- THE SUBGRADE SHALL BE COMPACTED TO A MIN,. OF 98% MAXIMUM DENSITY PER AASHTO T 1,0 AND SHALL, EXTEND 8 INCHES (MINIMUM) BEYOND EDGE OF PAVEMENT: 8. DRIVEWAYS SHALL BE OF UNIFORM WIDTH FROM THE RIGHT OF WAY LINE TO THE EDGE OF PAVEMENT: 9. COMMERCIAL. DRIVEWAYS SHALL HAVE A ;MINIMUM RADIUS AS FOLLOWS: A. 35' STD. RADIUS B 5p' MIN. RADIUS FOR LARGE TRUCKS (WB 40 AND WB 50 10. CONSTRUCT DROP CURB AS PER FDOT INDEX 300 ACROSS: COMMERCIAL DRIVEWAYS" WHERE CURB .AND: GUTTER EXISTS. REQUIREMENTS FOR COII MERCIAL PAI KINrG AICD DRIVE I WAIY CITY OF CAPE CANAVERAL ECIIdJ L -J isiATCH:EXISTINGASPHALTTIICyNE$S WITH--� FDOT I V PE S-1 OR PROVIDE 2' OF FOOT 1TYPE 5-1 ASPHALT,_WI K,.fl"CR IS GREATER EXiS.TiNG 12 PHOVIDFPRIME/TACK COAT RQADWA)' MIN. PEA BTANDARA_ -:•-� SPECIFICATIONS, LATEST EDITION BOTTOM OF POND EL. 2.40 NATIVE SANDY SOIL BACKFILL. DO NOT a" BASE COURSE LIMEROGK, COMPACTED R OF THE MODIFIED PROCTOR MAXIMUM DENSISI TY, MACHINE—COMPACT OR ALLOW UNNECESSARILY HEAVY AASHTO MESH , LBR =loo • 6' FiBREMESH CONCRETE, EQUIPMENT TO OPERATE OVER BACKFILL. ADD 3000 PSI, SANGUT AT ADDITIONAL SOIL AS REQUIRED TO CORRECT ANY MIN. OF 151-0" O. G. o NATURAL SETTLEMENT PRIOR TO FINAL ACCEPTANCE. .. - (SEE NOTE 1) a a a a PERFORATED CORRUGATED POLYETHYLENE PIPE WITH FILTER FABRIC 'SOCK,' 6" DIA., AS MANUF. BY (ADS),II- + OR APPROVED EQUAL. PROVIDE FITTINGS AND i I—III—1 I1=1I1=1 I1=1I1=1I 1=111=! 11=1I 1=1 I I-1 i 1=1I 1=1 I ELEV.1.00 ADAPTERS AS REQUIRED. THOROUGHLY TAPE SOCK AT -ill—Ill:—!! —III=III=III—TI=III=11-III—III-1111 III_ CONNECTIONS USING SEVERAL TURNS OF APPROVED 2" I1-lI1-1I •.III -1I1 -1I1 -1I1 -1I1 -1I1 ... 111... 1I1... III i1 -1I 18" MIN. WIDTH PLASTIC TAPE. NATURAL 50136RADE GOMPAGTION PER STANDARD 5PE6IFIGATION5 160-2 NOTE 1: CONTRACTOR SHALL USE NATIVE SANDY SOIL WITH A PERMEABILITY RATE OF MIN. i 15FT/DAY FOR USE IN THE TRENCH. CONTRACTOR SHALL PROVIDE JOINTS IN GONCRETE PAVEMENT IN BOTH LONGITUDINAL AND TRAVERSE DIREGTION5. MAXIMUM CONTRACTOR SHALL SUPPLY A PERMEABILITY REPORT FOR THE SOIL USED FOR THE TRENCH. 51PAGIN6 544ALL BE 15 FEET, UNLE55 NOTED OTHERN15E . GONTRAGTION JOINTS SHALL BE BETWEEN 1/3 OF PAVEMENT THIGKNE55. TYPICAL. SECTION — UNDERDRAIN LATERAL N.T.S. CONCRETE PAVEMENT DETAIL N.T.S. 3,000 psl CONGRETE, HEARING SURFAGE A5 SHOWN ON PLANS STRIKE CONTROL JOINT WMPRE551VE STRENGTH 3/4' ® 25 DAYS 3/4" ASPHALTIC- GONGRETE 5URFAGE, TYPE 7' NIDE GONGRETE SIDEWALK 1/2"R 5 -III (MIN. 1000 P51 MARSHALL) 1/2"R BASE COURSE LIMEROGK, CEMENTED COQUINA OR Ips RE13AR _.• 501L GEMENT BASE LIMEROGK 4 CEMENTED ° d GOO.UINA, LBR = 100, q8% TO AA5HT0 T-00, 501L PAVEMENT '• ' '' •• . ° • • • GEMENT -LBR q8% AA5HT0 T-134 4.COMPACTION :.. OR REGYCLED CRUSHED GONGRETE PER FDOT : 5PEC-5 , 1 Ed I MI 1=1 11=1 11=1 ::. 1=11 I -I 11 -III -I I i I I(=l 11=1 I I-1 - .. = --:El 10 110 110 I �� .::.-; :. =1 11=1 I I; - - �•.�• : •; .: I (1=1 11=1(I- i!-Ili=l 11=111=1 I i=I i 1=III=1 i I=111=1 i 1=1 i 1=1 I I=1 ! I -i I - I E] 11-1 11 • I I I -I I I I I I I=1 11=1 I I—I I =111=1 11= —i i 1=1 i 1=1 i 1=1 !—I i►—! i t—Ti—ITT1 I -15E 11- =1Tl=1 i i- - - - - - - -1 - -I 11=) 11=I I `::i =III -I' =1 I I—i I i=) T I .• 1 1=1 I I; I' 11-111=11 !-1 11- I l=1 11-1 11-1 11=1 11-1 11-1 ! 1=! I I-1 11-! I ' I 1=1 I I ....::• �� .� = '=1 I I-11 I—I I � .. '• . •'' . —{ I I=I STRAIGHT JOINT EXISTING ROADWAY `.. 18"MIN. (IYPiCAI). +' * 6' MIN'. (SEE NOTES I AND 2): NOTESi: 1. "W" SHALL BE A MINIMUM OFF 6" WIDEAND OF SUFFICIENT WIDTH TO ACCOMMODATE NECESSARY COMPACTION EFFA S. IN THE EVENT T E RE UI RED MIN#v1UTy1 DENSITY !$ ,NOT ACHIEVED LOO ES MATERIAL SHALL BE REMOVED REPLACEDAND COMPA TEDCQ THE REQUIRED bENSITY OR REPLACED WITH FULL DEPTH EXGAVATABLE FLOWABLEFILL. DENSITY TESTS BELOW THE SPRING LINE OF THE PIPE ARE REQUIRED IN ADDITION TO OTHER TESTING RE6614EME'NTS. (IN THE EVENT FULL DEPTH FLOWABLE FILI IS USEO AS BACKFILL, DENSITY REOUIREMENTS ARE WAIVED.) 2. CONTRACTOR SHALL EXCAVATE BOTTOM OF TRENCH TO ALLOW FOR BELL SECTION OF PIPE. 3. MINiMum ALLOWABLE BACKFILL DENSITY SHALL BE38°h OF THE ,MAXIMUM DEN&ITY AT OPTIMUM MOISTURE PER AASHTO T-180. REFER TO EXHIBIT -271 FOR STORMWATE:R PIPE BACKFILL REQUIREMENTS. 4. EXCAVATABLE FLOWAlBI-E FILL SHALL. COMPLY WITH FOOT STANDARD SPECIFICATIONS FOR ROAD HN16 BRIDGE CONSTRUCTION, SECTION 121, LATEST EDITION. 5. ALL OPEN CUTS SHALL NAVE EKCAVATBLE;FLOVVABLE FILLANOTEMPORAR�YASPHALT INSTALLED WIT IN 2 -DAYS OF EXCAVATION. 'PERIvi.SNE{;T ASPHALT INOWbIN6 M,it Li NO, IF'NEEDEO; SHALL BE COMPLETED WITHIN 36DAY5 OF EXCAVATION. 6: THESE ARE MINIMUM REQUIREMENTS. ADDITIONAL RESTRICTIQNS MAY NECESSARY ON A CASE BY CASE BASIS. PHAU ROADWAY OPEN CUT PAVEMENT REMOVAL ANCA REPLACEMENT CITY OF cxP2 CAIJ11YERP.,L EXHIBIT ® 2-55 1 1—I — — -t I —) I ( : • ' III—I, I 8" TYPE B STABILIZED aWRADE LBR = 40 _ —I NOTE: NOTE: -III III—) I I III_ ALL IMPORTED FILL UNDER THE BUILDIN6 AND PAVED AREAS 6' THUS DETAILIS FOR NTH THE ' -) I I—) I I u I I —I 3000 psi CONCRETE, SHALL BE COMPACTED TO A MINIMUM OF q8% MAXIMUM DENSITY. PARKING AREA. 6 G0MPRE551VE 5TREN67TH REGYGLED CRUSHED CONCRETE: CANNOT BE USED @ 28 DAYS IN RIGHT OF HAY. SIDEWALK AT PAVEMENT DETAIL CONC. HEADER CURE DETAIL. STANDARD PAVEMENT DETAIL N.T.S. N.T.S. N.T.S. --. ill I I I is3TE6RAL COLORE-1 GONG. RETAiNIN6 t3AND 2.375" CONCRETE PAVER5 ASPHALT OR GONG. BY "READY STONE" OR (5i IOiNAf) SITE PAVihi6 APPROVED EQUAL 2" OF EiEDDiNS SAND A 0O« d M d d ° O «00 ° a ---TT 10 �—:L iIi-11o°«`ice o/. 0 a" GONG. BASE H/ •-- DONT. KEYNAY FLUSH CONCRETE CURS AT PORTE COCHERE - -- - - - --- - N.T.S. 8' BASE GOURSE LIMEROCK, SEE DETAIL THIS SWEET 6" FIBREMESH GONGRETE 7 SEE DETAIL THIS SKEET hiEH OR EASTIN5 AC-AP'HALT 33A5E C.OU'R5E LIMEROGK, C— SEE DETAIL THIS 51 -E -ET —SUBGRADE, SEE DETAIL THIS SHEET— CONCRETE TO ASPHALT TRANSMON DETAIL. N.T.S. " �` L and is not to be reproduced in whole or in part. it is not to be used on any other project and is to be returned upon request. COPYRIGHT © 2016 0 V L a Q 0 0 A � ' LLJ -J O ' -- ce UJI m W w cc 0 V) Z Q a Uu W _N LJ U LJ DESIGN BUILD 395 STAN DRIVE, SUITE B MELBOURNE, FLORIDA 32944 PHONE: (321) 757-35034 FAX: (321) 757 - web: www.maidesignbuild.com email:dmenzel@maidesignbuild.com Cott. of Author. #31547 Date: 1-12-2017 Sheet Scale: AS SHWN C-6 � / Drawn: WAA Checked: DTfA of O Proj #: 2016-035 Z DAVID T. MENZEL 0030830 �qr nP, �CD i ` This drawing is the property of MAI DESIGN BUILD, LLC. and is not to be reproduced in whole or in part. it is not to be used on any other project and is to be returned upon request. COPYRIGHT © 2016 0 V L a Q 0 0 A � ' LLJ -J O ' -- ce UJI m W w cc 0 V) Z Q a Uu W a ''.. ff a s� U mai DESIGN BUILD 395 STAN DRIVE, SUITE B MELBOURNE, FLORIDA 32944 PHONE: (321) 757-35034 FAX: (321) 757 - web: www.maidesignbuild.com email:dmenzel@maidesignbuild.com Cott. of Author. #31547 Date: 1-12-2017 Sheet Scale: AS SHWN C-6 � / Drawn: WAA Checked: DTfA of Approved: DTM Proj #: 2016-035 I FOUNDATION PLAN - TANK "E" C-7 1" = 10' riA FOUNDATION PLAN TANK "A" 46 SPACES) St TANK "B" (47 SPACES Ln _CT)yi Co m m z z o C 8 i0'-0" 2sZ�-0„ 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-9' rn (TANK .,A„) 6 {TANK .g.,� L- - - - - - - - - - - ---- - — — - { - - - - - - - - - - - - - — -~- ---- - U I i O i I I o0 " a 'o 0 2 I SIMILAR 2 SIMILAR 1 SIMILAR 2 1 O z 2 SIMILAR C 8 00 i, C -B C-8 C-8 U C-8 ° Y Ln Q— — — — — — — — — --- -- — -- — ---- - -- - — — — — { i V 1a FOUNDATION PLAN - TANK "A" (46 SPACES 2yTANK "B" (47 SPACES) C7 1"=10' C7 1,.=10' U , N Q m U N rn 'Q Ln cn 0 J 0 w a 0 MAI DESIGN BUILD, LLC. and is not to be reproduced in whole or in part. It is not to be used on any other project and is to be returned upon request. COPYRIGHT © 2016 z 0 z V J d D O 0 UPZ)U _J O ®1 Q 0LLJ �' LLJ 'oaf < N 0 M z V1 IL w W U DESIGN BUIL® 395 STAN DRIVE, SUITE B MELBOURNE, FLORIDA 32904 PRONE: (321) 757-3034 FAX: (321) 757-3038 web: wwrw.rnaidesignbuild.com email:dmenzel@maidesignbuild.com Cert, of Author. #31547 (Z' Sleet Scate: AS SH``'`IN of Drawn: WAA Checked: DTM Approved: DTM O z DAVID T. MENZEL 0030830 riffs, cV Z 7 f,. `h nx This drawing is the property of MAI DESIGN BUILD, LLC. and is not to be reproduced in whole or in part. It is not to be used on any other project and is to be returned upon request. COPYRIGHT © 2016 z 0 V J d D O z UPZ)U _J O ®1 Q 0LLJ �' LLJ 'oaf < UJ 0 M z V1 IL w rL U LLJ U DESIGN BUIL® 395 STAN DRIVE, SUITE B MELBOURNE, FLORIDA 32904 PRONE: (321) 757-3034 FAX: (321) 757-3038 web: wwrw.rnaidesignbuild.com email:dmenzel@maidesignbuild.com Cert, of Author. #31547 Date: 1-12-2017 Sleet Scate: AS SH``'`IN of Drawn: WAA Checked: DTM Approved: DTM Proj #:2016-035 .o L d I l I��. i ' IIIb r— ' �.i IIIb I Ili i. III it I s FOUNDATION PLAN - TANK "H" C-8 7 FOUNDATION PLAN - TANK "D" c-$ EXTEND GRADE BEAM 2'-0" FOR HANDICAP SPACE Ft AISLE (TANK "C" ONLY) { 30'-0" I 30'-0" 30'-0" 30'-0,. 6" I I I I 1 2 SIMILAR C-8 I I - C8 1 I I I I I FOUNDATION PLAN - TANK "G 1"=10' SEALANT PROVIDED SEALA 6„ I b„ B NT PROVIDED 3/4" CANT. EACH SIDE CONTINUOUS Y PRECAST MFG. BY PRECAST MFG. TYP. FOR ALL EXPOSED EDGED ' d d #5 CONTINUOUS 6" b" 11 10 11 a i ASHPALT DRIVE, OR a d SIDEWALK, OR GRADE, 12" OF PRECAST, PRE -TOPPED, SEE PLAN ° DOUBLE TEE 1' C-8 30'-0" 1"=10' 2 I SIMILAR rl C 8 C- I I 1 i ° d — C-8 11 I i Z 1 I I I 1"=10' EMBEDED PLATES, COORDINATE SIZE & ATTACHMENT W/ PRECAST MFG. FINISH PARKING DECK x-12" OF PRECAST, PRE -TOPPED, DOUBLE TEE '2- #8 CONTINUOUS, LAP 36 DIA. AT MID -SPAN BETWEEN PILES '12- #5 CONTINUOUS LAP 36 DIA. 3- #8 x V-2" @ 6" O.C., CENTER ON PILE .. 4 o °. �Pmax = 63 TONS T7_F ° —14" 0 PILE, AUGER CAST, 1- #8 CONTINUOUS—� ° Pmax = 63 TONS V=7'-0" C8 �J 'o BOTTOM/TANK —16" OF CLEAN FREE DRAINING SAND 2- #8 CONTINUOUS LAP 36 DIA. ABOVE PILE NOTE: PROVIDE 18" x 18" METAL GRATES (TRAFFIC BEARING) VENT OPENING IN DOUBLE TEES 0 30'-0" O.C. EA. SIDE OF TANK 1" = V-0" I SEALANT PROVIDED BY PRECAST MFG. 12" PRECAST, b" b" 3/4" CANT. EACH SIDE CONTINUOUS PRE -TOPPED, TYP. FOR ALL EXPOSED EDGED DOUBLE TEE ELEV. SEE PLAN #5 CONTINUOUS 0 r 2- #6 CONTINUOUS, LAP 36 DIA. d AT MID -SPAN BETWEEN PILES a. ° d d'.— ° d — a —. and is to be returned upon request. COPYRIGHT G 2016 Z #3 @ 12" O.C. d d. V) a ° d cn 2 #6 CONTINUOUS, LAP 36 DIA. O Z _J LLJO8 V) do Ln Ln !�I a ° � AT MID -SPAN BETWEEN PILES 12- #5 CONTINUOUS--\ V) 4 a LU U U io d 0— e �j1 `*pE.� Mai Co 12- #5 CONTINUOUS#3 MELBOURNE, FLORIDA 32904 PRONE: (321) 757-3034 ° 0 12" O.0 . email:dmenzel@maidesignbuild.com Cert. of /-author. #31547 Date: 1-12-20 ° d <' Scale: AS SHWN o LAP 36 DEA. d Approved: DTM Pro j #.2016-035 ELEV. 2.4' d d s 3 -#8X1' -2"@16"0.C., a a ° m. CENTER ON PILE o d d ° 3-#8xV-2"C 6" O.C., _ ° ° d a d 2- #6 CONTINUOUS LAP CENTER ON PILE 36 DIA. ABOVE PILE 71—i—TL '__ 7 d° ° d ` .d ° ° 14" 0 PILE, AUGER CAST, 1 #8 CONTINUOUS ° d ° Pmax = 63 TONS LENGTH OF PILE i d —®, —Q a d a aa. Y 16" OF CLEAN FREE ih� a .e tDd DETAIL DRAINING SAND ® a Ln m d ° ' :.d d ° d' d d O , ° d. o d 2- #6 CONTINUOUS LAP ° d <. 36 DIA. ABOVE PILE d °d _4 d a, d. °�° TYP. 3„ : 7:: ° 7/ �/ . 3" �, TYP. LO •° • �I 3 d -j s .3 _ 14" 0 PILE, AUGER CAST, x-12" OF PRECAST, PRE -TOPPED, DOUBLE TEE '2- #8 CONTINUOUS, LAP 36 DIA. AT MID -SPAN BETWEEN PILES '12- #5 CONTINUOUS LAP 36 DIA. 3- #8 x V-2" @ 6" O.C., CENTER ON PILE .. 4 o °. �Pmax = 63 TONS T7_F ° —14" 0 PILE, AUGER CAST, 1- #8 CONTINUOUS—� ° Pmax = 63 TONS V=7'-0" C8 �J 'o BOTTOM/TANK —16" OF CLEAN FREE DRAINING SAND 2- #8 CONTINUOUS LAP 36 DIA. ABOVE PILE NOTE: PROVIDE 18" x 18" METAL GRATES (TRAFFIC BEARING) VENT OPENING IN DOUBLE TEES 0 30'-0" O.C. EA. SIDE OF TANK 1" = V-0" I SEALANT PROVIDED BY PRECAST MFG. 12" PRECAST, b" b" 3/4" CANT. EACH SIDE CONTINUOUS PRE -TOPPED, TYP. FOR ALL EXPOSED EDGED DOUBLE TEE ELEV. SEE PLAN #5 CONTINUOUS 0 r 2- #6 CONTINUOUS, LAP 36 DIA. d AT MID -SPAN BETWEEN PILES a. 1" = V-0" TYPICAL BEAM SLEEVE 0 85 1" = V-0" Ld a c ° d d'.— do part. it is not to be used on any other project and is to be returned upon request. COPYRIGHT G 2016 Z d z 0 LJ V) < o ° cn O Z _J LLJO8 V) W a L LLI !�I a UJ � UJ 12- #5 CONTINUOUS--\ V) 4 a LU U U LAP 36 DIA. d 0— �j1 `*pE.� Mai DESIGN BUILD #3 0 12" O.C. MELBOURNE, FLORIDA 32904 PRONE: (321) 757-3034 ° web: www.maidesignbuild.com email:dmenzel@maidesignbuild.com Cert. of /-author. #31547 Date: 1-12-20 ° d <' Scale: AS SHWN C-8 of Drawn: WAA Checked: DTM Approved: DTM Pro j #.2016-035 ELEV. 2.4' d d s 3 -#8X1' -2"@16"0.C., a a CENTER ON PILE d d _ d P 2- #6 CONTINUOUS LAP 36 DIA. ABOVE PILE 71—i—TL '__ 7 d° ° d ` .d ° ° 14" 0 PILE, AUGER CAST, 1 #8 CONTINUOUS ° d ° Pmax = 63 TONS LENGTH OF PILE d' a a aa. °a., ih� a .e 3 TYPICAL PILE DETAIL 1" = V-0" TYPICAL BEAM SLEEVE 0 85 1" = V-0" Ld a c MAI DESIGN € UILD, I.I.C. and is not to be reproduced in whole or in part. it is not to be used on any other project and is to be returned upon request. COPYRIGHT G 2016 Z O z 0 LJ V) < o J OR O Z _J LLJO8 V) a L LLI !�I < DAVID T. MENZEL Q0308,'30 . } a- I, I^1 This drawing is the property of MAI DESIGN € UILD, I.I.C. and is not to be reproduced in whole or in part. it is not to be used on any other project and is to be returned upon request. COPYRIGHT G 2016 Z O V) < o J OR >Z _J LLJO8 V) a L LLI !�I < UJ UJ LLJ F > V) 4 a LU U U LU 0— �j1 `*pE.� Mai DESIGN BUILD 395 STAN DRIVE, SUITE B MELBOURNE, FLORIDA 32904 PRONE: (321) 757-3034 FAX: (321) 757-3088 web: www.maidesignbuild.com email:dmenzel@maidesignbuild.com Cert. of /-author. #31547 Date: 1-12-20 Sheet Scale: AS SHWN C-8 of Drawn: WAA Checked: DTM Approved: DTM Pro j #.2016-035 I , , oil, '_ �1 I � � 1 7 , , , I I I � , , ) I I I b I -�it,F �1 -gteel ,W , . Fb,b,;t I I "i, " � * an qoh?o,�n , I I - i 0'1h, z?a Jypp "M ,�,Ppe,, , 1 , I - ;� , I . 'I I ,41, . X�y ,6 1 J I I :11 �i � I W J I � 1 � , I "I �v� " - I � . I 11 �1 I I I ... 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X�y ,6 1 J I I :11 �i � I W J I � 1 � , I "I �v� " - I � . I 11 �1 I I I ... I "I I I ,eLrm�� 'SEC�TIPAI ii I � � --A - ,,, , "I , � I ! rypF mr, SIL r FENCE lb, H J I If ", A - IIII-10 _J . -sj.19 r#r;C,o, E�CkATION SECTION - � , I ... , , I .131, .1, 11 . "& sk r ArNve .-It' "', � '� � N �_C- - ; , 1. . ��, _*6 �_ AP gq�w off �1, , 1 .; � " , , , 1� 1\7 1 �Jl ,� 3� 1 � � , I I . -1 ;� , �, 11 11 11 1.01, e Z, - I 11 I I I I I I . - 11 I 11 1. ''I'll - -1 I 11 .1 I � I 11 I I I -_ z- J � - 1 6. /N /N - Poe -, I � I I __ I I I .V-j�,qr Or ��1011` C4_v . ___11� - ... � � " - 11 -11- t:�, _V-11111111111111 � 111111.11M6_ , �\ '�,,, -'. -, N N � .-. - -- , . - �_ . . . . . . . . 11 - ,� p, I - 5", ran- Aa",Zfi`�,ft�-,�t "' M I - 1-1 \7 .. \� ... � 11, - , I 1 "�� 11 1__.-X Oi�&,.. WN t 0ow Special 1 � . zl. -, N, �� _ q--,-4-, I �-�-,, 1. -1 I -4 , . I -, I 1_/ . & I—- -111-11.1111 I�Iqqo ,,iie,4,d Rval rbfll)�. Aanpo 40N,iti EM, I[,_--- TheEnd Pimf flf'Thie Dil'or rtmt�'c, As Shown, � , � -11 ,.-,� �v ... 0 L& � � , 1_1�&,� 114��. `�-� . � � I . .1 I I � 1-1 I I � I'll, 11 I , I , I . . � I ... .1 " ,S10-, I . ;�,, , , -, I" - . , * -,,P%, I - - � �� , . � I T)4� " I I 1 ; -� , , 11 . _ Pciels All- i?ciiafa Upth �0�1n�t IB,O Deqrao,§ 10 ,� . I fW � / N OPTIONAL BAR SPACING 1 ,�_ r , I,- , � �41 lip. )cP I � - I I 1-6 C1011A;_ . - _� , 1 51 I � .I- .. � \ 11; .1 .601, __�__i 1'� i .1- � I .- �1, , __:_J ,)., I - �, , �., 4 - 11 - . I , ) - . , I . , 28.09 31.4Z S�fi -1,ah'. - - 1-- hric atIPA I 11 � Class 0 Controls I " , �q, ., .,�!� , I I I 11 11 I I I I I - Drive gotil Posts into The Crownd And itury Flop. I --_1111 . . ...... ... I 47 51 54 59 S" 1)1;111N*11P1.`1�t'!111 I I I - I I . 31 0I 6M 61 . . Beir 4"*) k9p, ; I , - _F iw- 'IF?- I � '11.Z, to 4 Z 30d 236 5.1z 7.40 5.03r 7 1,41' 4.0' 4,9Z 475* 10.159' 13.4Z 1,211 0.66 0.99 1.31 7�65 25 28 31 35 I 0-3� 2-70' 9.25 11-95' 9.0y 73 11.00, 4.01 U.09 10.33 14.59 18.8y 1.;�91 7.10 1.74 2.39 3.05 31 35 41 46 . t, . -1. I J. Odlvs , I �� ,� S4_ T FENCI - AM _ PLANWEW Wire bars (it pipe to , � qu 11 1 'y , - , , 6-0-1 - - - - 3,56' z 195Y 1 23.1 I' 1 19 O�? 1 23' 1 3 1 4,V 9 . J?� ' ' 2. 1 4.66 6-67 1 9.07 �_ 47 56 7-5 ' .00. " " it L 1 L, Z:��p 117.0- . !OpIa;;64_a-.se i JOINING TWO, $AT FENCES I I . . 11 � 1. I.... 1. I _,_Lz. I ,f -111, � NQTES FOR Sit T FENIX,9 I '111 11 I I 1 g : = Aho", A Plariv I po, - Ago" AP iL .ryp& IgSat I tehtn it be ,sad of tri.st lo!�Dfibnt, 10ara asealln .61,ch.f� flie,sdocing for, 4, iviii,ra , , us,ad�ps 'impo'Proie'tininj �tutt frt,_ J's t0he �nsti-d on 'O", 4*,,g;tudii,u.'gr.d, to IF ; , r , Ill I TVAS, '51if foAce -halrbo, -A V10 "art CriOng Vre ]a ,ith of Via renCe. A 04ciram&, , i 0dri t Shoal 1 ay.iid cfiqqn� rvil 1 _hl I I �� Y�Ixo IV &,?f ra,iie: �6 , 6p used. ,A_b: I-gb �,Ierft jc.ali ,,,,a ahtl�pdihri �§,,gga.fpd use, 5, $ill, /`�Cncc to lie p,nd'fo,, under the .0,011ti.t unitprice lor ��VCA,Cpcpt �gprri,vr, 0), 18111e, . , " 1" �11" , - , � P' $ - , 4 , sloop.04,04S 2,5, '.;riiat �,;cf� ��o �hvtai �7`l , � , ." . I . mpy '. ; � I " M, . . ,,,qk , T, a righ? ofird �c tr9= ar , C), III fait bo a - ,S. All dimensions ,it, th,precks; go epsr-ioi.pl.te int.ts uple"ss,othetwise noted,, I j� Do 'jai, pti� 61'ef Al 1, - I I- . 'heo�, atta .1 lo.reng,umt fiowof wd�dra.iurpas_ ;5gi"1_,qa. a") ili.6. . , , k . _*7-r , 04W40,fft tI., I -11. , �4 1 , cQ pns� ong AiVoTV Artl?44 P,�Od �pt,piu' 041 qf e**6 I I - late ##_ � - Infarmad Pqrs .1 I I -11--l-11- ....... . - I - I'll", 11.1. I-- I - I ... � - I.. I 11 "I'll. I I.. . 11 1-1 11 I 11 I I - - - 11 1. I 1. I I � 1. - 1. I-- I.. I.. 11 .1 - I ... "I'll, � 1. I I I .1 I'll, ''I'll''. . 1-1-1 - � I 11.1.11 , ... Tmpm I 4RY,E,Ro I s . i I oN I A I No sE I DImENrooNTR . oL I � � I I I I I � - � I I 1-1-.1.1-1 -.1 1.11 -1.111, I 11 1. ''I'll - -1 I 11 .1 I � I 11 I I I I 11 I I I 1. I I I I'll I I � I I � I I I I -Y -_y I __ I I I .V-j�,qr Or ��1011` C4_v I'', . 4`_�r.ovpo ''I'll .--. .1 -11 I _______ , _ ______ -_ GENERAL NOTE$ � ' 0 . I c-1-0', 1, Z-1 i� t , I � , !� - "I I P, i44 4�-IV ri3Or 9, - I -T - I ! � Bar Y4!9IW,-r' �_ 4 I I _F,�- *,; . 1 Thit. inlet is Suitable for Village, swalos� ditches, at other a?e-S-4.6ject to heavy whopy Special 1 Of I X ipri6st I 8 , I I ,_,rc I � z -1,r I r Mil I I . , , , + 14. Nita. ra'"?.Zi , , I I - . - I I __ 1;111 , � _�' (S.ReRVIrPo mr . !--,- % inlet 1pi0S,,WN6um,d.fiC4. This it,10, mak, be placed in aeopasithipd. to 0;CqsIop.1 P,idastri��n I I � I , 11 I : f I I .- t- hiibbair Roaket Of-itigi Or Praf,110� ' It traff; such as landscaped areas and pavement areas Whore pedestrians can walk around ,a, , �, � - I ` I I - . I 1 1 1 1 1, Slope . / N OPTIONAL BAR SPACING 1 '�. Ali ,IrCiflRcEr4J;NA( Steel located obovg.this,17ne to ltot;, This fnlot�4riot formse to A.�bkycre way. L ___J r-.___ _41 - I � - -, I I � to, Cut � of ti,isfinp godwad Spillot End To Be Placed In ROUND.RUBBE4 GASKET SHOWN 21 - alternate 0 irwe 'IS Specified in,platis, the grata iis *to be h Ili galvanized after tk p at p I � I .111, I 1, . I DETAIL OF BELL & SPIGOT CONCRETE PIPE JOINT I . , 28.09 31.4Z lr�x DA USIN00000 OR PROW RUOI�fi: GASKET - hric atIPA I 11 � Class 0 Controls : I T 32 34 . - , I 47 51 54 59 to , in . � y1--rfW Gr_ 9-92, 2.71' 1 lUJF 5_34, - .5-6, T5� -,f-ii- 4.0 9.59 2B.7 -q' 27.9Z W.08. A.�,f 1.08 3.25 , 4.84 6.43 38 4V 58 68 _,, _V5& . 31 0I 6M 61 . . Beir 4"*) k9p, ; I , - _F iw- 'IF?- I � - J, Atre Forcing IS died. 66 bars witil Z em. cover unless otherwise noted. See Index Yo. r to C t at bond 2W Fo a kqlant,aireii� ofyvalptefl, brit. out ,?f,w#y 4 Z 30d 236 5.1z 7.40 5.03r 7 1,41' 4.0' 4,9Z 475* 10.159' 13.4Z 1,211 0.66 0.99 1.31 7�65 25 28 31 35 ; I : 4'-O,� 0-3� 2-70' 9.25 11-95' 9.0y 73 11.00, 4.01 U.09 10.33 14.59 18.8y 1.;�91 7.10 1.74 2.39 3.05 31 35 41 46 I (4 Rail -:; 1 F ,-- C Inlet Wire bars (it pipe to , � qu 11 1 'y , - , , 6-0-1 - - - - 3,56' z 195Y 1 23.1 I' 1 19 O�? 1 23' 1 3 1 4,V 9 . J?� ' ' 2. 1 4.66 6-67 1 9.07 �_ 47 56 7-5 ' .00. " " it L 1 L, Z:��p 117.0- . !OpIa;;64_a-.se i 4 Sx3x& I I I . . 11 � 1. I.... 1. I _,_Lz. I ,f -111, � Cl ear pipe - " 1 �_w 1 1 g : = Aho", A Plariv I po, - Ago" AP Rol To Ilde . I - T'Sr F� � - 1 No, 231 111�z S2 212-hil IF ; , aii co �eg ani, corners Shall be V Chamf.r or tooled to W dlus� I .4 *,J��'_ . I . I "post Potalls, And = I . . . . . . . . . _%11 18111e, I 471p, CIF. (;rate and Slide & Sell) Single, rrm Vote � I I � 11 11 - . . . I .1 I 17 iqua, S, ., � , fait bo a - ,S. All dimensions ,it, th,precks; go epsr-ioi.pl.te int.ts uple"ss,othetwise noted,, I I o - - - . I AQTP A(�- 9 Str1c,44d P040 I sply, �_0,0. ;gg�o N0;,.?q0 to , k . _*7-r , a liars 0 vej I 6. Faie,5upplipaptary detalts'satInde.fla� 2qj� .1 , I 11 � I � I � jilffolp deWls 4na bpi* tvictfureement, late ##_ � - Infarmad Pqrs .1 I I I I I I I 11 I ,s(Tuauro, I jj � ` � ' ' And' .rger)', Fat ' , , TWO REWIRED PER INLET 234 7-AP101: 0 be Paid. far under the Contract ihiiI &!to for ltilqpk (9w0c Type V), FA I ; MiEl" WI . - !4 .� _ , � ,0,01r), 0 , --- Slide & Spla . HORIZONTAL WALL. REINFORCINO I ; ; 'r Stew Grow Main Bars s,xw intermediate i I ' SCHEDULE (TABLE..t) I I I �R C wowd MAXWO i0lhit�Sikk$ I . .... 1lP(aA.k*l9q,_Wi#tk � .. I - - 122%s;�1104 , , , - . z � -.11-1- lt,4_01r��_ � .- .116tell Recommended sizes are for, c6nci`d'e.Plp6. Siz4S . . tor,qtWar ty.pes. of Pipe mug, be verdled,filr 1A ill accordance with Ind , exNak. 207� Far 14rg& � I .11 1P! . P.R. q.ge 40trim Aaaa above *04 InoexAV. �Qo,� I at$ Retkullne Bars llwxw �' I t 1pl I ItUrt Elayatiall AS ! - /-Show. 0 , 6 pratiosr � 2 1 2 W E.ULEJ� "r,A I �p 1�i I scH x"t.) I I I P I ; 5 I P�C��Q . I . , " , 1i , - , . 5 . , Af� '� ,I 0,�� ., I. .- -Y -_y - AS � I A 2b &. . . I X . �� . I At f 04, 0 . x 0 9, - I -T - 1 1 11-1 11 . __. 1 3.9i 1 � 0,�4 I Sw : J, I I M I . , �- Steel �rafo; Sea Do* - W cap W 1�.p - I .r AlloWableToloranC6 For Last - ,Fail, Wrap_dt RanIf4tc, Ing: Whop I 11, I Collar Of Class RS Concrete (May Be Formed Existing __1 uslop single Filiptical Cage -1 I I I 1. 1.7,5_L, , . ay.Any l4ethodApproved ilk the tn0yeer) proposed - ,. , I., .- I L , .� I ��,_, . LDI�__ - 14 Lak Full IN = -1 ' I � VN* �';�,", C.24 I '_4� ---- , I I � I--- __ - - , ___ 1 . . _�,�, rtip�fi,qf Shall ziltv Pokn�!" 000'ASTM P-761 .. � I-- I'll Alternate Arrangement Of � , . , ��, I -_ . .$.at/ 11q!mt.rCQme4', Special 1 I 'o , I ,�,� I Existing Ondwili Less "I Than ;1 Salbe, Grade I r Mil I I . , , , + 14. Nita. ra'"?.Zi , , I I - . - I I __ 1;111 , - 4 - I I I - - 11 - I I � Wo ti IP I 1. _6-w 0,1( 1. I r ,, 1 - 11 .. A , 11 ;in. c.iie � ". -, I, 1. 01: 5�:,111 ��'.` rall., I I , ,Slope I : f I I Set '" Alh 1 � - 1, 1, Existlig'Endwell � I'. ad M - � I . ml Sysrb �, I'. ad "a, Sys,6 t- hiibbair Roaket Of-itigi Or Praf,110� ' _ .30, lr�jr 2.15 4.99 7A V 4.56' OP 2.W 3.f 5.08' 10.33 14.5ffl 18,63 .66 1.0-9 1.50 1.91 26 31 35 40 __��__r_ ,a, , �, � - I IR.und Rubber Gasket Sh.w;�' 1, Slope . I 11 I I :t4-- '�. Ali ,IrCiflRcEr4J;NA( Steel located obovg.this,17ne .,.4.T 8.3.7 2.57 , 9.44, L ___J r-.___ _41 - wi , thilb! 1.7$,L, is 0640 44, balliralgirairltame`4 � ' � to, Cut � of ti,isfinp godwad Spillot End To Be Placed In ROUND.RUBBE4 GASKET SHOWN I TO CartAui OF P(Pq Existing Eliewall x0gard/est I .111, I 1, . I DETAIL OF BELL & SPIGOT CONCRETE PIPE JOINT Of Direction Of Flow 28.09 31.4Z .SECTION AA LONGITUDINAL SECTION USIN00000 OR PROW RUOI�fi: GASKET - 2.04 2644 I 11 � Class 0 Controls Nom CoA lor ffipy,# on To , d,oisposa! of oarliphs.pr t4p., am! roe of oxisiting epow , ard,cost pfcarcrttfi, reinforcing steel and Construction of collar to be Included in 1 �21 Flat pipes, 1414klyttro4h,11rx , I . 1 I Any W.1re ftesh-Arr-gethept WIlilch as ir fbru.�4- 4,he �ah(rpiet dmit,pric far'plpe iulvert I 24!.For.pillpas 24':ic3li'Arid L.rg , � I I .1 =�O, 14 SiiyAca inches OF 11 "Or PIP 0 ,, , 141, �, , �11- 1:11" 'Fii, 317 WLArvor CONCRETE COLLAR FOR EXTENSIOIV I 11 1 Pat Llnear tootSmth . Vairle , I Ways May 00, qspd� PrAvitte NS rancrera to : , � _dThe " vass , ;1� . - I 11 . , , Wires Aice-speced kii6inittio 0 �r . 'N clasa NS'Concrete OF EXISTINGPIPE CULVERTS , , I 11pird � 1 Aholor A lip III Of 17 on Center$ I .T4-,Y�7171. � I I Smooth inside CONCRETE JACker :�� , ;._ qpIdt with Mprtar I 1 4-t zkz�:::74, -_;�. .4 class 115'ronc., 1, 11 I I I I I ; P, imac I I ke'; I 11 . 6ey-9 Br 901pitical I ; ,Yaubhi 114s, 1 1 11 ' H?!11' ,,,,,,, I I I iPt�rmeid plasfic) Robbgr V sket, Nore: Poe,rainfarcemets see cifiptlicat pipe,, concrete,jacker. (Wl J61pe $Lries)� the pipe . I - I , . ; . Ir wo,� , I I I BELL AND SPIGOT .TONGUE & GROOVE Niix, Dla,*W=3� Of $,#Ili Lige d12 I � 11. I I I - , I - �. � . I—— pip. Dram or 10, 11 Haight Of I I � :2 I I 01$SIN14AR JOINTS I � - . k"t q elliptical Ifalon Line 0119a) I " : I I < ; i;A � I , ZI C:) I . Pf ithir I I q I Filter Fabric'-fock4 Re � I . : qulraof Filt0r.�.Wj4r JaV)Cat,A.q;dr9Si Bituminous Coatln* Required Fat t I X r�: � PReFORMEO'PLAST)t JOINT PROFRE RVBVER GASKET . �`Jrib Pipe . I All Metal Plpo 14hr Skokie In I nuiv ORE Pvu-up) IREFORE PUJUL-UP) I I Bir-Minaus, Material May Be Field W 0 Hopp ---� e, mitt, OD I . (ut And Send � pa* of' pCFelo,�qqo(a Filter fpb� , , I I r ,,Pjackat to be I APP144 AINf-Inqus C-a0v TV Reinforcement r I I 11Z ; c?c-tof.'eu, concrete pf?o:cyl,ff,,tx, I I I Extend 12',SqyDnd Concrete,Coliar Pip,aReii.force entr r incluo-of ill r . I 0 I I '. I I N_ ELLIPTICAL, CONCRETE PIPE JOINTS I I Cost. of concirete end steel to be Included . in C.Airect .pir ivIc,p Far pipe culvert. - �_ Varlak I I A 1 4 , 8� 1 Ifter, Fabrit� I .CONCRETE COLLAR FOR JOINING - 7ill t�i�' 1� ;i�, FYPAP7J I � I MAINLINE PIPE AND STV5 PIPE , - .1 ,r I . 6) Do- I I I Z' Ill � M . r I 11_� 3: , , Flop M I I chos MS c6licietel I I I- . _q ELLIPTICAL PIPE =60-ps , _4 . -,- 7 ; jot& I . �k -, Cast -it concrete and bituminous cootin . q to, be ipcluh�, i : Secv� Devito at ad p I . I :D � I I Varies c1clotf-act unit Plea for either Mew PIPP or Aftereti gno §e4lon, � I I Join I I I Maso.ry Plug _� r 1E � . I , � Jr. PIP -5 To 50" I .. - Aft9ritat9 can 1-0hop must boaporovo by (he State Drp�lnuiga rholneor, -4- 32-, Pipt'v, 150. TO I US, I - - 1� I .. �1.1�-`:` � I � 16', Pipes Aban,0 ID,r I I I jacket shall hot be Vsetf to joih� - 6 � 'O - - " , - , , I , . I I Seturing, 6-100 =,Pipe of disshinflar au6rlals -1- I'll ,, r, Ln ; 6) flexible pipe wher tlik mipiffitian cover required ,ill accordance with rn i ELLIPTICAL PIPE .SHOWN ROUND Pipe, index Nb.�24 Cannot bo'o�tp�'Vqd ' ' " Nckj.'Urtesi mtharwisacqUed Fat ih,ifneplans, Mr. . , , - 9 .. � ISOMETRIC VIEW' pipe 'SECTIONS Cost .1"plogy1bg,pipat to be included in Contract � , . �2 _� : Cost,ol'Jiltor Fabr# Jacket ta be I If ip go VISS'MILAR TYPES unit prfcma toy he I w pipe, , -pitly0e at pe 0 s , , 0 . . .. af.pl , p. lva,,�k � r\I PIPE PLUG 15 FOR ALL P�PE 7TP)JES - CONCRETE PIPE SHOWN CONCRETE JACKET FOR CONNECTING DISSIMILAR TYPES C I �, FILTER FABRIC JACkE7.' 2 I I . , , OF PIPE AND CONCRETE PIPES WIT14 DISSIMILAR JOINTS ' , :3 , LAST ;e . ,I DfSCR[PTI1I*- , R� C1 [,tRo PY Z61 1 1 U _VISION �4 6-11 k'S I 'No. 140�, - 07101,124 , DE-51GIV STANN - I SHEET ,. , I , ,�. MWELLA, E,QU DRAINAGE DETAILS I _N ,S Q) , I 1 ,28,0 I of 3 I ! i I I : i : 1 1 1 : , i i I , ! : 1 I � � I � I : , ; I � i ! � i I : � : � __ __ - 1-1 _____ _____.______ __ - - __ - _____ - _ - - - ___ I I - . -1 - _ � t -I-L _,-1 � _ - __ i --- � � � ! 1 __ ILI �� I 1!11 1 1 - � -1 L � � � _: ! __' , -L _____ ]J: - I . -- -1 � � - - t__.___.._ � � --�U --- - -- � ' --- ' -- - - -- r- � I ... � - � - . I L__ I__ _ -r -------------r-- ----- .1 - ...... -- - __ __ __ .--- ___ ___ __1 - __ - - __ - - - I- - - -.-----...-- I- , SS -4" C -1-P -0 Precast __9� . I 4 e -gr - - Come, Of Location �j. � - 06'ence - N 11 I , . � N ��n PLAN 1f_O` 4�' Ch.mfer 0, Ra Eyeball See Index 20S ': 4 . . i �t � . �! to I I F_ % � �, " ,5. . � i�- Z ai I - - � � - I I � _d_ M - Pipe � - - �__�_ " ' ' * - �' " 1i � = , IT, I- -, I - - - I :� -1 __ �1 I ;�:--J-� - - fl- �� . / - I"\ I , A .' . -1 I I I Etc .' � I Y2"C). I I Bar Eac; ;,;.I i Ir- Ab h S ' ___ a 1, fJ (' And Ab ... I' I I , O I I �\ Pipe Openings I I -1 , S N I I_ I '---- I I -_ -_ IIM.S.hry Seat A' I I I For Precast Inlets � . See Index 201 MPE F SHOWN. TrPE G SIMILAR) PIPE OPENING SCHEMATIC y � 31-11" . 51 .C -I -P .71 .? -201N� --4- 1 Precast _ I f %, Cha _ Or ..a,- I mr- � __.____ ____ - I - ' 7 - - H.'14. Wall I- _11__� _�_] � � t, - ;- - - ::, * , I 3%e - Reinforcing I c., - �- .,- 2 a, A �_ 4 . , 'See Table 7; . C I ;F % �, a a. � t� . W . - I � I- �1� C -7-P tk �_ i -11 6 Pretest F_ Y, " Clap 11 8 0 � � il i 3' Cl. I I __ - 11 I tcw � , � ,I Al -Ir - I 7-e 11 C -1-P .1 � , , Precast - t� � 1� � �1- 11 ,� n a ; = ; .04 Bars t � , - �_ @ U" Ctrs� - . t t e. " Bars - 11 L *4 4,S 0 22' Ctrs, I - 3% :3 � � I a I, Ctrs. - I Zj 12" 1 N1 - - -"- k to 14;="�� r I , - , - - ! � ____ - k r. #4 Bars 4 I?� Ctrs, (S� 5, _ - - - - or S' C ,.� _i_�,!� I -. i7� � ,i ii � � � SECTION AA k 811 -� SECTION BB � 6, � Sad --\ , -1 I N1 'I, I 1� Y -low I _. �, �A , (is SP I 19 Bar.) I SECTION CC .Cts - 1C 00-5111 1 3x3x%, -, Y4" Notch Permitted O fAt The Option Of The - 7 Manufacturer) F 6 / IT, V Soo ONLY I L 3x3,?,', 1 1 1 1 1 1 - - i� C%�_ Inlet Pavc- a , Phi Cy. Sy I a I 0.!3 I to ro`;�_ SECTION Do I � � Far E.tmatl 1 - I 11 I HORIZONTAL WALL REINF. SCHEDULES - - nq __:__ Purposes Only Z 3.3xY,, -/ �D �C TYPE F INLET (TABLE 7) ! .- J::�� '�r' STEEL GRATE �* PAVT. AND SOD Concrete Pavement Steel Grating, Straight Bars XxVj' Notes., Aeticull.. Bars 2'xte ' I- Pavement and/or sad to be used only whore called for in the plans - 2 2. Cost,of paving to,ho.ificluded In cost of /plot, TYPE F 11 I PAVEMENT AND SODDING 'LAr 'Ir. I.el DESqRU, IDP I . I I I I I I I � I T -77 1 REVISION to FY 2616 1 01/01/10 � � FDAT DES I IGN STANDARDS I , I I ' - WAU SCif A A MAX. SPACING DEPTH I EDULf I ll�,E ,ft) BARS WWF I 01- 41 A 2 0.20 12* - Ir ,V - 7' AS 0.00 61 DIMENSIONS T - IZ I B5.5 I C.24 I .5V' 51 lz - is Special 1 0.257 1 _F - - 4 - GENERAL NOTES 1. These Inlets are designed for use In dltche5, medians, Pavement areas, or other areas Subject to heavy Wheat ligaids, minimal debris, and bicycle traffic. This inlet may be placed 1. areas subject to .si.nat pedestrian traffic such .sf.pd.caped areas and pavement areas where pe#es I In I , , ans I , walk around the inlet. When inlet is placed in -65 Subject to bicycle traffic, install Filler bar when clearance or gap is greater than Zo as shown in Index 218 Inset B. Z When Alternate 6 grate is specified in plans, the grate is to be hut dip galvanized after fabrication, 3. These inlets may be usail with Alternate 8 structure bottoms, Index 206. The inlet and bottom Combination$ are to he paid far upper th� contract ..ft price far inlet. IDT Poll (type F far G)) (4 Bat, Depth), Co. 4. AJI "posed edges and corners shall be 3144 chamfer or tooled to W radius, , 3, Far .ripph.-ptiti details, Sea Index 201. 6. All relitforcing Is Grade 60 bars with 2' Min. cover Lialess otherwise matod., Oar. to be cut a, bent far IW clearance around pipe upchinIgi Provide one additional #4 bar above and at each side Opipa opening, as shown. I I I � 7. Ali dimensions are Far both precast and cast -in-place Inlets .Pion other.1- noted. RECOMMENDED MA)(IMUM PIPE SIZES INLET INSIDE WIDTH PAPE size 2-V (Type F) % Ur 4'- 0" (Type F) 30, 1 ,V-10- I S-0, IT ... rJ 4r I I I . I I 11,1a, ,7,,-,,,d,d Sizes are to, Concrete pip.� Size. Far other types of pipe must be verified for fit in accordance with Index AID. 20. For larger pipe Sizes see Note I I � . � I INDEX I SHEET DITCH BOTTOM INLET TYPES F AND G to. NO. 23.1 lof 2 1 11 I I �J _____ - . I -__t � ,/- Beveled or Round corners i rSad __/ - -_ - - - . - - � - - I I I 1,�� __11 - I - I , Or I ri --- - . - � --- I � I rS.d .� ) \>" -_ -I I -_ - - � I I \ / I .. I - - I L_ - -I- 7 - I I \ , , - " � - I � I I . I , , I / I ____1 --- I IN � _i - - I "I to - --=L '====;;�:;�;�:E7� _ - _/ X Q '/ I � I I �s E I I I :L -, 1\ - Il �; I I �_ I 9, ,I -1- /' ___ _� -1 . I - � I - _____ \ - - - _ ,_ - - - � ) ift 4, I I \ � � - - =_ -::J - - - ='- _�_ - - - - I I I I I 11 I I / I ��Ilx I le i : I I _1- 1� �1_ � � �,_ I I I - --1 --- 1_ .-,- -,- - ��_ I , - - _J - . - _:!�_ ___ '_ =__ � I Cnper.t* Slab, 3" P?5W Thick, R - 1 �--I ,_ 1 i �4 Relgfin�tod With WWF 6xfi-WI.4xWI.4 -V ' 'Sold -A x � ______�__ / I __ :-L - cl y I �, " I ./ .V TOP-VIEWSINGLE PIPE _. __ I , - N S, � 0 1 Iota 0 , Sao -Slape: I.-4 Miter: To C Pipe For Pipes 18- And Smaller. / \ , 'i x or 5W , IV [or- R.f. 22 For PIpas24` Apd,Larger. I I /;�>, Deepen At ii, I �11 " At 11 Edge 0 , 1,2 khor:,to f Pipe For Pipes to! And Smptlgr, - - - k__��_'�� f Pipe 1`6r,5;�- Slab ,�: . �� I � . . . . . , B IJ for Pipes 24'And L.rg�r. Concrete Slab. 3- 01 5W Thick, " " " " - "... I t I I a I A * I I Reinforced With WWO 6x6-WI.4xWL4 Y --L Sad -A - - - , . . . . . - . Concrete P Connector -,� , , . ' ' I. _ Side Oftch Or.,.. 14 .91-6 TOP -VIEW MULTIPLE PIPE 61 � I I Saddle -�X -�- * _ _ I 11 I I I I I I I I Z 114 / / / K / " / / // hr . . . . . . . ... .. I I " , I . -Than D I" - "I 11 a � No Pipe J-111, 4-1-.tted Ji � 4 Oar " IT -1 NOTE. Sao sheet 4i for details and notes. � By Tire I 11 - __� � aid For As I - F 11 I 11 Pipe To Be Include E ---.-- I _ 4 Pip. Cui'Lart price Far Mitered End,S0;ticp) ,SINGLE AND MULTIPLE ROUND CONCRETE PIPE I I I I I 11 I SECTION � DESCAUPTION. I I I I I I I I 11 11 11 . . I I I I I - I I I 11 I INDEX SHEET I I FDRIT I CROSS DRAIN MITERED .END SECTION NO,. 1111). I _1p69P_ I � . 1 272 1 1 of 6 1E7Vs1D1 141 F� �616-77 - I DESIGN STANDARDS I Public Sidewalk Curb Romp I I I I 0- white ST No FrP-21-06 an FTP -22-00 ST'No FTP -21-06 Pub] c Sidewalk rb Ramp ) - Sign No FTP -2 -06 ,an FTP -22-05 -\,,_ r CU " I ,�;,, ad FTP -22-06 3-6, White wagapar Equally SPat.d Per � I I '. 1 1007TE 1 F U N N N 6i R4 Ir. N Sly'no, FTP -22-136 % N an FTP-2;?_06 TYPICAL _\ ,,,- Public Sidewalk Curb Ramp I yt - side.. - k 51 Wh IN . I . 4 �Zl 4 4 1 4 -1p-\\, )Ik� �_ E. - :C-, --ir *FOR ACCESSIBLE MARKINGS - SEE ABOVE 1 1 1 1 1 'DIMENSfONS' 46 `X I "r I 'C" 1 'O' _r 7'-O' 1 2P -O' 1 17- 45' IV -1- 1 1, 1 . d I LLI- 201-1- 1 YV-_� [5-20 1 2Y -T 1 Z. -T-70' NOTES, L Dimensions are to the centarline of markings. Z An Access Aisle i's required for each accessible space when angle parking, Is used. 3. Criteria for pavpment markings only, not public sidewalk curb ramp locations. For ramp locations rotor to plans. 1 4. Sluelihiamelt markings shall be,tInted to match shade 0180 of,red,pral z I Stan pro. 59.58, . 5. The FTP -22-06 penal shall be mounted below the FTP -21-06 sign. !� PAVEMENT MARKING FOR PUBLIC' R, SIDEWALK CURB RA14PS IN REST AREAS ____ � i- - I . -J Downstream _�i� E:= �� Eye Location � IL MEED 1 112 P UP STREAM (A) _.DWN ST H WF_REM IS) :�LNk I I _1P J 0-30 1 BY I 5a 1 35 1 00' 1 70- 1 59 NOTES I . Distances measured longitudinally along the street from driver location -I entering vehicle to end of parking restriction, 2. Distances applicable to intersecting street, major driveways and other drivo-ys to the extent p ... tfral. 3. For nonsiunatTzeX - arlar.s.ecti i aboyr .hall be Compared with the v.,NS ig 1, :7inttehresevatfones and he maximum restrictions implemented. These restrictions apply to both accessible and nonaccessible parking. MINIMUM PARKING RESTRICTION FOR NONSIGNALIZED INTERSECTIONS - , . � � � - , � I- i I I , I I I I I - - . i . In I i OR --- I I , - I � I IL I - __ - -1 , �r 4.53 S,f. � � ,, 2.7 S.F. � � � _ & Use of pavement symbol in accessible P.1kirf!gp,es, is option.], when ,sad the iymbo hall be 3' or _T high and .hire in ,at., UNIVERSAL SYMBOL OF ACCESSIBILITY GENERAL NOTES (Signalized & Nonsignalized), 1. For entrances to a one-way street, the downstream restriction may be reduced to 201. 2. Parking shall not be allowed with ft 217 of acrosswaLk. 3. All parking lane markings Shall be 61 white. 4. Parking lane lines shall be broken ill driveways, I S. Rerer to ChapkLFr 316. Fla, Statutes, fat laws governing per in# spaces. 6. Where curb and gulter is used, the gutter pan width may,lbe included as part of the infolnunr .Idth of par ,9 lane, but desirably Ihe /am& width Should be in addition to that of the gutter pan. TYPE I No Parking Zone - __\ I Y.11- ,b fDptIor,dj �� - i .L7 y I I ff I I I Y 1 2 - B I �Molnj TYPE if No Parking Zone - Yellow Curb ioptl.n.l) � I ::� " - j= y I I 1 1 ff I I I V, I . '2a '�" ' ' 'O' ' 116 All .Spaces F I TYPE Ill ,,,,- No Parking Zone - _\ y 11 b (6 , 1) 4_1=_�� SPEED L1141T SIGNALIZED MPH INTERSECTIONS 0-30 1 317 DISTAHCEF,ROM CURB RADIUS JY) , 35 1 _50' PARKING RESTRICTION IFT.) FOR SIGNALIZED INTERSECTION NOTES: 7. Parking restrictions Measured from curb radius point. 2. Restrictions far acce-lbin p�r�ing pre �he Some as those applied to nonsignalized intersections. . MINIMUM PARKING RESTRICTION FOR SIGNALIZED INTERSECTION �i - LAST lgi! DESCRIPTION: - - . I REV15ION � FY 2616-17 INDEX I SHEET � 07`10Z115 t FDsn SPECIAL MARKING AREAS NO. I NO. I up,- DESIGN STANDARDS1 1 117346 1 12 of 14 � I I I I . I I I � I I 11 . I 11 I I I I I I - I I I I I I I I I I I . I - 11 1. I'll 1.111, 1-11111 I 1. . - 1. . I - ., '. . I 11 I I " I I 11 . I .. . I - � I � Cr Cl. JTYPJ It -16V , -01 t i22 Spaces, , �3 Sarsl Z cis . tryo.), 1 X C11 LA _ . I - iweepp�%� rFA-ET 14 I - T__ , - .L� � � i- 1____Ir_AT V -tt to �;� , -=- - -1 im= 4 � I 'L I I . . . � , , I � I . I � I �, I ( I I I I I I I I . I I I I I � I I I I " I I . � I I I . � � �111 . f7 - , I I I � � � � . � � � . � I � . " >4 1111 , SeCTIO I CC ,-, DIMENSIONS AND - QUANTITIES 1 I I -T-�7 SECrIom Do -/ Lq_ I i Sx-qZxt. Slide' &$pip. .1 �. �.. , 11 - I I 11 2O , .1 'enter Of " - 2 1A S96 General Note Na. S. See Sheet 5 For 3' $lob Quantities 0 Values shown for estimating pipe quantities and are tar information Drfy� . S,fia(0 &, Spin I I I . I M . SIV COMCRETt,SLA9 (CY) [A I SODDING fSY) I? A a C E F G If M Single Double Tr 14, d. N 5 I ,2..bl. TrlAa_ Quad. Single Double Triple Quad. I X I I pipe Pipe PfPeJ TL'uIod i pipe : Pipe Pipe Pipe Pipe pipe �7p_-_ I , ,Slope 15' 2,7' 1 1.97 2.Iff 4.10 2.061, r 7.22 1 2.91 4.6Y 7.2V 9. 12.3P 1.19, 0.3B 0,58 0.77 0,95 21 24 27 30 18' 7-20' I I .97' 2.74! 4.71' 2.56' 61 1.4F 3.4,' 4,92 7�7_7 10.50 i i3A42 1.21' 0.44 0.65 0187 ___ I - '09 22 25 28 31 - __ - 2C _W-5- 2.Off 3.8y __§ 91 - -5-56' 2" _T73 -3,f 5.50, 8.92 12.3-7 15,7S 1.2-T 0_54 0.83 1.12 1.42 24 28 32 35 _ .30, lr�jr 2.15 4.99 7A V 4.56' OP 2.W 3.f 5.08' 10.33 14.5ffl 18,63 .66 1.0-9 1.50 1.91 26 31 35 40 __��__r_ __1.291 36' - - __ _V_ __. - - - .. ;?.2.T 6.06F ' 8,3y 5.S61. If 22e, 3.1r _6 07, 11 751 16.4v 21.97 1.3y 0.8i 1.38 1.95 2-51 211 34 - 39 _ 45 1 - - ____ -_ - ____ - 3.19 42' V_,O1 I 2.4Y . 3.4' 725 13.25 19.2y 2525 2.38' 0.97 1.70 2.45 - - --jo - ff - -43 .50 - -_ - 48' V-9" 1, Slope . 5C r -B- .,.4.T 8.3.7 2.57 , 9.44, 10.79 11.917 7.56, &56 1, IZ ..a., . 2w8Y 1.1, 3.,r , I... I , 8.42 11- 16.00' 21.3Y 23.7Y 28.09 31.4Z 1.47 1.46 1.73 1.31 2.04 2644 2.93 3.58 3.84 4.72 32 34 39 . 42 47 51 54 59 _ 6091 9-C 2.67 ID..W 13.lff 9.S61 I,V, 3.001, 4.4 9100 I 7.50' 26.00' 34.50' 1,517 1.51 2.89 9 4.28 5.68 36 45 55 64 -To Gr_ 9-92, 2.71' 1 lUJF 5_34, - .5-6, T5� -,f-ii- 4.0 9.59 2B.7 -q' 27.9Z W.08. A.�,f 1.08 3.25 , 4.84 6.43 38 4V 58 68 _,, _V5& - ____ - ___ __ __ 9 ___ - __ ' __ - - - --;7.---- ___ ___ __ - 62 _ , Ity_O. 2SO1 ;2S& 1$.601 - _T 4061& 1_5S' 6 3-V 4 4' _10 10 20.16, .io.le J.89 S.74 5_�9 45 40 51 73 __ - __ __ W - - , 4.07 637 T-7 -9 _T2_21 4.0' ; 4.6Y 7.27- -97y -72-x, 7,19, 0.57 0687 : 1.15 1.44 23 26 79 32 8 E A 6,4? A 6.13 Dimensions permitted to allow - aser of F standard pipe langthsl 9 1 _ _ _ 0 ;. ". Dimensions permitted to allow , . - �.. - .- of 12 Standard ,pipe length.. A 0 Concrete slab shall be deepened to form bridge across crown of pipe. Sao Section below. I 4 Z 30d 236 5.1z 7.40 5.03r 7 1,41' 4.0' 4,9Z 475* 10.159' 13.4Z 1,211 0.66 0.99 1.31 7�65 25 28 31 35 2,rg .?-.S"g - ,2.53 7,181 A 9.71! 7.0-7 A Ill 1.73 4.0' � 5450' 8.97 123Y 15.75' 1.25 0.85 L30 1675 2.20 28 32 36 40 _T4F_ 0-3� 2-70' 9.25 11-95' 9.0y 73 11.00, 4.01 U.09 10.33 14.59 18.8y 1.;�91 7.10 1.74 2.39 3.05 31 35 41 46 __ - __ ___ __T 40 1 46 52 36" 5`4� 2.8ip IIJJ 0 I 15' 21,f 4. 0' 5.15)" 11.Z7 115.63� 21,97 I.T3 7. T2 2,21 .0-8 --j-.9-6 34 42.9 6-0. 3.0.V 13al-I 1 C! �'Flff_ ,111JO.f_116t I." 2.41 4.0' � 7�29 13.2Y 192y 25.2Y 1.30 1.58 2.76 3.91 5.09 44 1 58 4a, 77ir-9- ,3.2�,, Isoy . 9 14.59 - 21.3.7 - 29.08' � 1.47 1.85 . 1 172 -1 �11 3481 48 56 63 - - , _' - 9 9 _W i �'�3 1 �19, I �.`;� 1 4.0. 1 B - 23.7Y 31.4Z 1.46 _ ,]�_ _ - __I.l 44 61 69 17.40 54, 71 3.39 20.89 1 11 16.09 Z74 3.95 , ,�, 1 'S __ff__r 6-0-1 - - - - 3,56' z 195Y 1 23.1 I' 1 19 O�? 1 23' 1 3 1 4,V 9 . J?� ' ' 2. 1 4.66 6-67 1 9.07 �_ 47 56 7-5 ' .00. " " it L 1 L, Z:��p 117.0- 3- _A]._ 2703 25' 3 1.1 21 TI 1 , 9,50, li, I , - !� ��!. !I 1 - 4 2.88 1 5.54 .18 130'.84 49 59 69 80 _ , _09, . I I _1___I_ . Z71 - 330, 1 40, 0 661 9.87 1 13 � . .. I I �J _____ - . I -__t � ,/- Beveled or Round corners i rSad __/ - -_ - - - . - - � - - I I I 1,�� __11 - I - I , Or I ri --- - . - � --- I � I rS.d .� ) \>" -_ -I I -_ - - � I I \ / I .. I - - I L_ - -I- 7 - I I \ , , - " � - I � I I . I , , I / I ____1 --- I IN � _i - - I "I to - --=L '====;;�:;�;�:E7� _ - _/ X Q '/ I � I I �s E I I I :L -, 1\ - Il �; I I �_ I 9, ,I -1- /' ___ _� -1 . I - � I - _____ \ - - - _ ,_ - - - � ) ift 4, I I \ � � - - =_ -::J - - - ='- _�_ - - - - I I I I I 11 I I / I ��Ilx I le i : I I _1- 1� �1_ � � �,_ I I I - --1 --- 1_ .-,- -,- - ��_ I , - - _J - . - _:!�_ ___ '_ =__ � I Cnper.t* Slab, 3" P?5W Thick, R - 1 �--I ,_ 1 i �4 Relgfin�tod With WWF 6xfi-WI.4xWI.4 -V ' 'Sold -A x � ______�__ / I __ :-L - cl y I �, " I ./ .V TOP-VIEWSINGLE PIPE _. __ I , - N S, � 0 1 Iota 0 , Sao -Slape: I.-4 Miter: To C Pipe For Pipes 18- And Smaller. / \ , 'i x or 5W , IV [or- R.f. 22 For PIpas24` Apd,Larger. I I /;�>, Deepen At ii, I �11 " At 11 Edge 0 , 1,2 khor:,to f Pipe For Pipes to! And Smptlgr, - - - k__��_'�� f Pipe 1`6r,5;�- Slab ,�: . �� I � . . . . . , B IJ for Pipes 24'And L.rg�r. Concrete Slab. 3- 01 5W Thick, " " " " - "... I t I I a I A * I I Reinforced With WWO 6x6-WI.4xWL4 Y --L Sad -A - - - , . . . . . - . Concrete P Connector -,� , , . ' ' I. _ Side Oftch Or.,.. 14 .91-6 TOP -VIEW MULTIPLE PIPE 61 � I I Saddle -�X -�- * _ _ I 11 I I I I I I I I Z 114 / / / K / " / / // hr . . . . . . . ... .. I I " , I . -Than D I" - "I 11 a � No Pipe J-111, 4-1-.tted Ji � 4 Oar " IT -1 NOTE. Sao sheet 4i for details and notes. � By Tire I 11 - __� � aid For As I - F 11 I 11 Pipe To Be Include E ---.-- I _ 4 Pip. Cui'Lart price Far Mitered End,S0;ticp) ,SINGLE AND MULTIPLE ROUND CONCRETE PIPE I I I I I 11 I SECTION � DESCAUPTION. I I I I I I I I 11 11 11 . . I I I I I - I I I 11 I INDEX SHEET I I FDRIT I CROSS DRAIN MITERED .END SECTION NO,. 1111). I _1p69P_ I � . 1 272 1 1 of 6 1E7Vs1D1 141 F� �616-77 - I DESIGN STANDARDS I Public Sidewalk Curb Romp I I I I 0- white ST No FrP-21-06 an FTP -22-00 ST'No FTP -21-06 Pub] c Sidewalk rb Ramp ) - Sign No FTP -2 -06 ,an FTP -22-05 -\,,_ r CU " I ,�;,, ad FTP -22-06 3-6, White wagapar Equally SPat.d Per � I I '. 1 1007TE 1 F U N N N 6i R4 Ir. N Sly'no, FTP -22-136 % N an FTP-2;?_06 TYPICAL _\ ,,,- Public Sidewalk Curb Ramp I yt - side.. - k 51 Wh IN . I . 4 �Zl 4 4 1 4 -1p-\\, )Ik� �_ E. - :C-, --ir *FOR ACCESSIBLE MARKINGS - SEE ABOVE 1 1 1 1 1 'DIMENSfONS' 46 `X I "r I 'C" 1 'O' _r 7'-O' 1 2P -O' 1 17- 45' IV -1- 1 1, 1 . d I LLI- 201-1- 1 YV-_� [5-20 1 2Y -T 1 Z. -T-70' NOTES, L Dimensions are to the centarline of markings. Z An Access Aisle i's required for each accessible space when angle parking, Is used. 3. Criteria for pavpment markings only, not public sidewalk curb ramp locations. For ramp locations rotor to plans. 1 4. Sluelihiamelt markings shall be,tInted to match shade 0180 of,red,pral z I Stan pro. 59.58, . 5. The FTP -22-06 penal shall be mounted below the FTP -21-06 sign. !� PAVEMENT MARKING FOR PUBLIC' R, SIDEWALK CURB RA14PS IN REST AREAS ____ � i- - I . -J Downstream _�i� E:= �� Eye Location � IL MEED 1 112 P UP STREAM (A) _.DWN ST H WF_REM IS) :�LNk I I _1P J 0-30 1 BY I 5a 1 35 1 00' 1 70- 1 59 NOTES I . Distances measured longitudinally along the street from driver location -I entering vehicle to end of parking restriction, 2. Distances applicable to intersecting street, major driveways and other drivo-ys to the extent p ... tfral. 3. For nonsiunatTzeX - arlar.s.ecti i aboyr .hall be Compared with the v.,NS ig 1, :7inttehresevatfones and he maximum restrictions implemented. These restrictions apply to both accessible and nonaccessible parking. MINIMUM PARKING RESTRICTION FOR NONSIGNALIZED INTERSECTIONS - , . � � � - , � I- i I I , I I I I I - - . i . In I i OR --- I I , - I � I IL I - __ - -1 , �r 4.53 S,f. � � ,, 2.7 S.F. � � � _ & Use of pavement symbol in accessible P.1kirf!gp,es, is option.], when ,sad the iymbo hall be 3' or _T high and .hire in ,at., UNIVERSAL SYMBOL OF ACCESSIBILITY GENERAL NOTES (Signalized & Nonsignalized), 1. For entrances to a one-way street, the downstream restriction may be reduced to 201. 2. Parking shall not be allowed with ft 217 of acrosswaLk. 3. All parking lane markings Shall be 61 white. 4. Parking lane lines shall be broken ill driveways, I S. Rerer to ChapkLFr 316. Fla, Statutes, fat laws governing per in# spaces. 6. Where curb and gulter is used, the gutter pan width may,lbe included as part of the infolnunr .Idth of par ,9 lane, but desirably Ihe /am& width Should be in addition to that of the gutter pan. TYPE I No Parking Zone - __\ I Y.11- ,b fDptIor,dj �� - i .L7 y I I ff I I I Y 1 2 - B I �Molnj TYPE if No Parking Zone - Yellow Curb ioptl.n.l) � I ::� " - j= y I I 1 1 ff I I I V, I . '2a '�" ' ' 'O' ' 116 All .Spaces F I TYPE Ill ,,,,- No Parking Zone - _\ y 11 b (6 , 1) 4_1=_�� SPEED L1141T SIGNALIZED MPH INTERSECTIONS 0-30 1 317 DISTAHCEF,ROM CURB RADIUS JY) , 35 1 _50' PARKING RESTRICTION IFT.) FOR SIGNALIZED INTERSECTION NOTES: 7. Parking restrictions Measured from curb radius point. 2. Restrictions far acce-lbin p�r�ing pre �he Some as those applied to nonsignalized intersections. . MINIMUM PARKING RESTRICTION FOR SIGNALIZED INTERSECTION �i - LAST lgi! DESCRIPTION: - - . I REV15ION � FY 2616-17 INDEX I SHEET � 07`10Z115 t FDsn SPECIAL MARKING AREAS NO. I NO. I up,- DESIGN STANDARDS1 1 117346 1 12 of 14 � I I I I . I I I � I I 11 . I 11 I I I I I I - I I I I I I I I I I I . I - 11 1. I'll 1.111, 1-11111 I 1. . - 1. . I - ., '. . I 11 I I " I I 11 . I .. . I - � I � Cr Cl. JTYPJ It -16V , -01 t i22 Spaces, , �3 Sarsl Z cis . tryo.), 1 X C11 LA _ . I - iweepp�%� rFA-ET 14 I - T__ , - .L� � � i- 1____Ir_AT V -tt to �;� , -=- - -1 im= 4 � I 'L I I . . . � , , I � I . I � I �, I ( I I I I I I I I . I I I I I � I I I I " I I . � I I I . � � �111 . f7 - , I I I � � � � . � � � . � I � . " >4 1111 , SeCTIO I CC ,-, i � I I I I . , . � - "` . I I � I 1�� , . � � � I IF" 1 I I -T-�7 SECrIom Do -/ Lq_ I i Sx-qZxt. Slide' &$pip. .1 �. �.. , 11 - I I 11 2O , .1 'enter Of " - 2 2 M 4'.4r . S,fia(0 &, Spin , _jMg) _4 -2 Box Location , . do P ��p�p I I - b %* Forenct Pe - 7silde, A- Split I 1 . 0% 4 - - - I Slide Or Slide & SpIn I I (UN, RCD) I 1 IV -101 I I 220 5 I 1r,01 Slide & Spin � t=--- t--- A §'_ 1. � t��4=i�_ 4 � . f-90' �-K;;��-�-�.��A zjo, I B I I _J I SirfEL GRATE PLAN ' 3" Steel 1)�Cklgg, Weight B30 4bs. Mato Oats, k xt �4- TYIPle G LOLET (TABLE 2) 1. � - .1tv L. 1� f _ i". . � I . I � 1. - I - X 11 ; ". X "D I . I I -%" Ch.mf" - , � I If -10. , 1 514" � � 0 I � .i . '_ 1, ool* ir,iw I 1 -ti - - - , , I ,_ Radii- cr-I - ; � I WAI 1. SCHEDULE AREA, P . SirkowNr DEPThr (10',4ft) � RA99 I WWF L 3 x __ �, Z � , � , � � � - I � . - - - - I I - � , ; � I I 0 � I I "I I I I � "" �r , I � I I . . I tkl , , . . . . I I I I I I I I , I . I I - - - ---I- Or - -7 _ A!2 , M20 ., a" � EYOPlit Sao Index NM 201 "I ,� � I I , 'L I I . . . � , , I � I . I � I �, I ( I I I I I I I I . I I I I I � I I I I " I I . � I I I . � � �111 . kar,affl.9 tRemarks , , I � � , I I I � � � � . � � � . � I � . " >4 1111 , SeCTIO I CC ,-, �J , , I � � � I . , , I , . I � I I flc� I I I I . , . � - "` . I I � I 1�� , . � � � I IF" 1 I I -T-�7 SECrIom Do -/ Lq_ I i Sx-qZxt. I B I I _J I SirfEL GRATE PLAN ' 3" Steel 1)�Cklgg, Weight B30 4bs. Mato Oats, k xt �4- TYIPle G LOLET (TABLE 2) 1. � - .1tv L. 1� f _ i". . � I . I � 1. - I - X 11 ; ". X "D I . I I -%" Ch.mf" - , � I If -10. , 1 514" � � 0 I � .i . '_ 1, ool* ir,iw I 1 -ti - - - , , I ,_ Radii- cr-I - ; � I WAI 1. SCHEDULE AREA, P . SirkowNr DEPThr (10',4ft) � RA99 I WWF I - - - ---I- Or - -7 _ A!2 , M20 ., a" ,.� - F_ A6 1 q7- S" . -T - - 7, - I& � 0? 0241 j 5 1, � V, 10' � 19 _rEs' __ I O.- �; -I'- , - - I � �, 4�..- - _1 I I , _ - tirg toop �J 1! Radius try , � , A I , -1 - , 'If " I - N, 11 - � :: I PJ RL t �.. � - . - __ � I ig 11 Ill ft 11 ill 11 I I Ell - EyebAlt I .k .1 I 1 . W - �. il See 1140 11 - ill �� . I I . 4 R., 201 � 12' (tr. , . Z! -0. I I ,--. " il NN, !!, 1�1__[ I � I 'aw, 0 ,;?!7.p,e 1 ! -- _�'L i � 11 _L4 11 __ I 11 I f- 11 "��s ;, 2C t 411 --U4p_0r- 11 � �, I ____ 1i � . "' - 11 11 11 '#� , : I � I I �� I 1. I � "' C, In, I 11 X CIL ; ,3' Cl. I I 11 4�' A�- I I t �� " .1 . 4 vg� � #4 Bats - 11 9: R A -4 11 _L = �., 1 I I I I ,� I ;� ot �1 la - 11 @ I.- Ctrs. - � I I F. 1 �r 1 i _T i I- - 31 cl. � I i�� 4 � I . I _51. - , A ,� is ble ,� �- I I .V 119 r L L I To t �� _L . 1 _JL - - T . #4 Barg � ild I i -T- , :L - @ lZ Ctrs. - IT - � - , ... 4 0 �� , -9 I I I _ - � S. . . � 'I #4 94 (P I �, cS .. - I- _0461� , i . . I j� 1, i; .11 , I - "I . - I . I . I I di'l J� I 'I . U I . 11 JL _ i , I RN N J11 - ,51 , L -i t-- I �:_` J I .. 11 11 , - Ill 11 I I 11 fl 11 , . - - 9 ____ � I I V 11 - 4 * . � ... I - I ___2 I I I 1 !"2 q I I'll I I I 61 a�� F -4T , k ; , . 1 2 � I I 0 r Ctrs. SECTION , ,SECTION B8 in rYPE,G 11 7 I I I I li2 I !, DESCRIPTION- I .111. I I . � I ��, I I - ' . � . I I . I I I . I I . I.. 11 1. I LAST 0 , INDEX I SHEET, , kEISION 11 �0� ty 2616-17 , NO, Nq� 19 L , �n DITCH BOTT SILET TYPES F AND G .. I 01/011/10 � -a*-- - DESIGN, STANOAROS ,QM V I I .1 233 20f2 � I 11 I I I 11 I I -_ I I � I � I I I . I I I I I .111. I., 1. I I—— ... I . I I I -1 1. I I . �..., � - 1.1.1-1.11-1 1-111- . .. - I I.. � 1. 1. - � ... 11 � -11"..- .111". .. 1. I - 1. .. I I .1 I . I I . - I I -_ I I I 7 1401�iad orgre, - I . . 1111.1sed or I .. , ,i�gj I I , 0 , as Logo FW&iFW'M - - - � - . I - . - h I I I I Pick -UP, 40t, I I � I . - - � I I . - , LIT .11 I ) ,Clips Permitted . on Y_T Fri I � � � �,� I 3V4- = I , I I . . . I 1, I � I A �, I I .- Top VIEW I - I � I TOP VIEW TOP VIEW I I I . I : � � ' 1. i Ik TOP VIEW -_ .1 I . I., . I ��:r I I __2 1 ,2' �Jaf,,ad.Pt. Depresso.if dvnUticationlattor I I I Z-0 Or 1-0 . 3?4 � 11 I I I I I 7". . ,�i - I 1 5/6. Z -O' Or 3-r, � � . , . 7�11_7_77 - ,. . � . . .. . . __ . Ir i I I I ____k__Q1 _-�"_K_ 7 .. I \� � , I . - , .1 I ,. i . j I I , � -1 i .. .. \ ji�� " , i F�_ `5 I- , , . , . .. 1. UT _' " � �11 � . � � � A - -- . A f .. 1, . .1 I .- I -1 t, 1 16 T � , �. � �� 11 rino � I , " 11 ) : I . K ., ] I . ., 'A , - I . I _____1 I I I I - ,� �� , ij , ,J X , I v � 11 . ___ .- - I . I � I ". yi,t �) . 11 i 11 ,� i , , . I I SECTION WALL SECTION SECTION WALL SEC7 [ON SECTICIN ,? "Rals P, 9, ".1ne-sed. - , , , I , Idonittr4covon 4, - bet . . 100, I �pr 'Oanhalai rpr Curb inlets, Types 1, 21 X A 4 For CurIi "plot$ Typos I 4 a CaversWith Alid 1-.J�bti �1't 1011tiba I I 50 U Biagr The_5itme Product . � 'hilis TYPE I TYPE Ll TYPE Iff I I Itionthricallpti Nuinper (Boriana) B'TTO , I'M VIEW I :1 Varies - � I - I � � I .. . , - I I �. I � I I ... .11 - -1111.1 I - . I I � I ��b,CASTTXG,S I WEICHT of, I , J, � 1. I - I 11 . I .1 . I I 11 11 1;1 0 WMAIM. mm �100 IMIII ��MULM I annammanno �%__ � , I!, � . , antsulalxmnxnxr.0 I - MA,0110a M, . N maiis.w ... N - , .0 I .. MMENIN"M 0 : - a I �� , "I, ��mm�omm� �� M 41 '"'I'm � 0 I I Xmas In IN 0 - __ miksmasomm- N E E "I kar,affl.9 tRemarks , F_ ��_ �,( - - Inctudef Ty,4:fAd!4(a4)o I 1-1- - - - _ I ;, 11 � I 11 x Min. 1 . I I �, 5 ;11 3/4� - ectlan NOTE5 rFRM.-5, AND COVEltil � � . . I lr�l, I,. 7_�] 0 Min - izAa 1. the #ardqFd,cpver Istp be u4ad.f.pr all,frp,tgeS TyppsAitil III a., 5,cCTION ____ _"-xmAt/fU - 2-plect co,or,4 pint, 14 the i-C,ploce.cid Cover far all pro , firoftits".11hN St�hpiard I - �--_-_-_----------r, IY� da�6 S615 (traffic typi) The 185 lb. Cover I16ntraffic typal, 1954 C, ve COVER FOR ALL FRAMES. I ........ - I'll, I'll, "I - , �, a , We a . I , , dards Index No. � . I cap are ver For e,,,S(in0 Frames with Wdeop Seats. installation 4 � I I of fro, W 4�p ,apt* I is notpiriniftect. pick4,!p Molept . . � . I ,?-I] V4, ___1' a , 1 2. Use I ;at. Cover it ,.,ad Far, in the Pfdnsj I I � I'll . 11 11 11 I a--a,-1aJ7f,i,,C-40 Z=l-,`Za43 S,hgpb.ttpiqS,vs. the_'-pisce cove, - I I - I I - I � Z10, , - I , 11 , 9 wliao� the S.roo depft ti tleodS 21,'�upl I �sfp�hgrwf.A? rated; , I 1. 1 -9,141, - i I - - I I aEstdtifii None; 1"'' =_ 11 !j 4 �=� A I I I . - , x i For Use. WRii Types I,, j I -1 I - I I I I I It ,Consider usi�p the,2-plece toyer wh rt,,,I,e 11 ,ecle-.1eald manIf allic, 114 Frannei With Y-0- Qp-A, I � --f "Ip � , Front View --,v, be ,Cqul,o0 Fair cleaning, Cieu 1, I , for a , -piece 1 % %c A, tovgi. 0.1the Drop* �Vuc _* "" 0, 2-PlEtE COVER 2-01 COVER � TYPE I ADJUSTABLE hc�*�s If the Plans, � 'ta "futo I � , -_ --- - I LAST 1 81 DESCRIPTION ".... � I 111. -.1-1. 11 . 11 - 11 11 1-1 I I 11 11 I'll I - .1. 1. - � r -1, 1. -.1.11 - I I I � -.1-.1-1- � I 1. I INDEX I I SHEET � REVISION � � I FY �66 No. )NO, 11 4 FbWJ M NTARY DETAILS FOR MAN -HOLES & INLETS ] 01161112 � �,�:! 6ES16N SrAA.ff , I I I , . 20.1 1 1 Of 5 i I I I 11 I -1 I . . 1111 . .11 I I I � I'll., I .1.1.11 I 11 11 �. - I I Chain ConnortlanTo 6rate �e Chain 0 Yjs� Cold Shuts. Britt Adjustment, or �!,61;6. fl-plfre Cover), I Briek Ad)u.Sf.&nt at Grade ermp, I I . See 'table FatLantiths._Wbea Gr.db 11114 Permitted 3 Dip. l2rplate C.v.rl I I I pvthf. M -9&x, 1 . . I .1 �, I I . I I 4r M14. Einb6dotailt _\ 1 14. , ChWning.Twa Grates Together livia O�- Mqx, r4 - . � I 11 I I ... . �_ . Pepy,da laquato Loop Par _\�, ;"oCfeto 0, , IF z Dip. - Cover) J I Is, , 11 I 07Pia I For Adhesive Bonded ura � 407 I q, ,� 9 Y�bio. R-Ple- Coed I �i Anchor Optliolft I I I I PE I IN i I �- ?p I Easy Handling. - hfc*oe�j of � , . I I I' 11 Sri,, No,, .1 , :2 - I / I- I Z - � Cold Shut I - I �t_fil 6i I ,� "I'll's I W 0 x ,,, Dip. j,rype of T6CeaoaJf ZO-Draft Irilctutt W,# VIA I I I Alser lain, To all ,F I _ � I . ___1 ��Il - Owl-__%� � " 40 I .. Ri-if , I , 12�� f] jam No0ilut And I n. i0pr EyoPoft (I'lud-Bolt, I', ,�i I a ,, or I I - ,Washer op Straight E!olt Cold .Shut Adhesive Bonded Anchor Installed SECTION j, 7�r 'r DID. 114L I 1. For Sp,qclficetian Seetion 416 US , Nale, Set-, Sloor di,si'q Index No. 2120, 1191a OR CONCRETE PRECAST CONCENTRIC CONE P/?ECAS`T',EZCCENTRtC CONEE Typ It& I I I I A eHV Adhesive) Or Precasier iii; TYPE 7 TYPE 0 I PIP, oved _Coq;hc,1pi- MANHOLE TOPS � , Halt 7`6 T-Q-Thlrih; Well Thickness "I � 11 I NoTp Wh I a#,A119ffi.to�'6` grata IS specified, the Chain, b4ft, 4qt#, Washer and co,f# sha,fs: . , , , � I I . ) shall beg.1-iti-d In accordance with Section 42�1 or the Starid.rai Specifications. NOTES (TOPSI . . I I., , h Manhole top Type 7 slabs shall be of Class 11 concrete. Concrete as I I . I I I I I I , Cost of eyebalf and chain to be, Inciticled Inche, contract unit . price for lrl�ta, SpeCifted fi�!ItST# C4749 May be Used �or,pfpCgjt yp1t*; See COhirilf -Cal Location- - ; Note No, I .For p0top Slab � I . EYEOW AND CHAIN REQUIREMENTS Index, Number Inlet Type � Eye, Balts Length' .1 Chl kar,affl.9 tRemarks , 0 NBl I ,J ,r -p. � Slide &501. 1 I$B) 2 � 1, , . 0-0 , �, Slide' &$pip. .1 �. �.. , 11 - I I 11 2O , _T )3- 11�0 - 2 2 M 4'.4r . S,fia(0 &, Spin I _jMg) _4 -2 __70,V -ir , . do P ��p�p I I I I - I IMS) 5 , - 2 . i �� , - 7silde, A- Split I 1 218 , . ,(Bw) I 'I I -r - - I Slide Or Slide & SpIn 219 (UN, RCD) I 1 IV -101 Slide & Spin 220 5 1 1r,01 Slide & Spin 2121 V ,I � . f-90' 1 , I vido SISPIA zjo, -1 A - , I --�- _K0 , , I . Slide 1 Z31 - a I , . I �T-T . S1140 9- soil! / 43routf San& , Cement: e i I , . Ir -0 -if-id-0 4 Spin -_ ... 11 - I � I D 1 Z-6* , Slide & Spin 232 : IF ; , 2 I .4 *,J��'_ . I 15114 SISPIC, , , - 11-1 41 _1 11- H :, 2 � i !P 2�-e 471p, CIF. (;rate and Slide & Sell) Single, rrm Vote i . I .1 -TW-2 0 -rol Ctr,'_4r,itft[j) Chained To Bno End ;r.fia 1. r , k . _*7-r , rillp,pi, slide 0 Spin . . ,. , . , . I . . ;" I 6. I , 0 W Slide . I I I I I I I 11 I I . I I 11 � :ZLO` , , I I I , .. I Wing Loop � ,, , I I .- - � 1 234 i I Ir -w --- Slide & Spla Note No, I .For p0top Slab � �_�� part. It is not to be used on any other project ,- Sump Depth varies I I 1. . -1. Planhole top Type 7 stabs may be of cast-In7place, or pteFas�, Wrrhour Sum# - - 0 � � to Sir'.) co'nstrilctiop. 7'Akpoilanal key is.for Precast topol,aini,fit 11by of I , � WLep Hole V) < Z 9 le� . I _ it I owels, Frame and slab openings art to be omitted .hen top Is used I L ,.ia. Varl . as fir 5W, � 1. fy 0 .< �- > I I 1wok 0 104160 bpi. I :rL-L,: -_ " LIJ a . T 19. Manhole top, Type 4 hray be of cost-in-,pl-co-er P! cOSt unc,tte, I :0 W > ^40 ,< Co .. I - I . , - % - Construction or brick construction. For concrete cowstraction, the ,V ��-t Concrete and 41tbol rainforicembirt .Shall ba" the same as tiosappbrtbig I 41 !;alranizad Hardware Cloth - I L veall,unit. An eccentric cone may be used. I r_ < U LL.J ,,-C'_ N6.4 Costs,- Aggregate 2 x 7 . Z ---" .1 - Filter railific 4., Manhole tops shall be Secured to structures by optional coRstructien I I jqfntf as X , hown .o Sheet 3. NOTEt S. -F .bottom apyr-poriate, far an: manhole Lim, Intat types. sumps ele to he U , I I ., I act, ,�9�s,ty,cf�din)q�,lond�holiz4;:cof�n c4�gFrp�?chDr4iiis44r,,Izis.�,�5�4q,(vcfOlh - It HO 4 JrUlt#tt a me ��' ' 4 . I oih I �' height With b � op'prden I the plans. At Other liocafibps� sum Ist be constructed only V�hvt� colred,riorlh , 11 P .0 , I ZMM"C"449 Ibreadot! the ponS, �1)qophpih,� to lie: c6fistfur,pid ILA SumA botton, only whqre,CS!IP4,For Ip MELBOURNE, FLORIDA 32904 Jbe ql.ns- Cost of sump thittomand wat�p hole to be hqcfuded In the �pglract unit , 1 46. Substitution Of malthiCia top Type 8 Fat manhoitii top Type 7 Js allowed . Price 'farinlet ar,mpniiiiho, , prbvfqq# that min,im4m dJiqe#j1pqSShPw_o,popnve aro,m6t,,4d4qqd, 11 SUMP BOTTOM � 1. 11 7. Surtislitiplop of menhote top 1 -yo ? far Type B IS allowed, If the - Sheet C_9 of 1 , mfolmult thickness ift) above pipe bpcnlnj cannot be,maintblned with , I I , � � -i6-. 1 manhole top, Type & V per Ft. _1� � / 43routf San& , Cement: DESIGN NOTES' �, ,,, MIxture Or. Any Class I I 1, 1, I .tancrfus) I. xr#nholla top Type 8 should fie Specified In, the plant whall depths, Ahowt; , I above can be maintained. I 12, Imin.) . I � * I I I 11 I I I I I - EYEBOLT AND CHAIN FOR k6CKINGORATES TO INLETS Bituminous Casting Oil Fact Of FOR ALL STRUCTURES, UMLESS EXCLUDED BY SPECIAL DETAIL . I , , I . I I I I I I , concrett And kpupd Pipe Savo cut upper $tub to match FRrmIngfor Apron Face Pilot To Placing Base Material IfaSpory Sgel for . , :ALL PIPE TYPES . I Capping Or Plugging Of I Up I par S , tub Not Reg ad (Friable Remove A I rprop, Can, I ant PVC u8p Precast Opening , � I Filter Fabric Wrap DRAINAGE STRUCTURE INVERT Base Mateflal* $tub Opening $histlffe Remo I To P rinlit OnLowid, Stub And Piece Corpacteo I I , Covering of Opening with Structural Co Liarial) Fill In Entrance. , X, I AttacturtVall I $;at Inset A :� I It � I 11 Riprap Entrance , , I if . . '.1 I M-tac Per,5ppitificution Sadia. 425 , 0 //_ r- Top Of Sabgrqde pipe To Be Placed I I . 170 6 . , �. � Srick.M.Sqnry Or. Any Class Concrete I ,- in App,F,pilleat .Carter I: I I . , ,. , .J1 r Of Opening, I 1 1 1 Required Fat G'aps Slaal& That) 219 1 11 I I i . 11 �, I I I g 2' , 7� 1 $Pit Compacted To O'ersit i� i I Pipe Wat) I ,r PVCYipa. 4S' Lateral And Stubs ;_ Required In Speciffiattuny i'kl - I G, out Seat or Integral Cast � Section 1,2S DescrIked � . � AS Sending Zone. Jv� I I_W to - Note: Costaf,plPe. .fittings aind Sandbagging to be included In,the:contrict price for Inlets. FILTER FABRIC 'WRAP ON GROUTED INSET A 11 I I TEMPORARY DRAINS716tA SUBGRADE AND BASE PIPE TO STRUCTURE JOINT No-' NO. I 1 07101112 � I - __ 201 T :SHEET L45T �e DESCRIPTIO*, REVISION 0 FY 2616-17 ', I tso� DESIGN STAND SUPPLEMENTARY DETAILS FOR MANHOLES & ��Lus I ,INDEX 2of 5 LU !� 0 MAI DESIGN BUILD, LLC. and is not to be reproduced in whole or in part. It is not to be used on any other project I COPYRIGHT 0 2016 Z 0 Z 9 V, > Ld Q� V) V) < Z 9 1 W a -< 0 , LL. -< A co!!� fy 0 .< �- > I tA - :rL-L,: ,,<__ :3 U 1- n a LIJ a ra 0� Q� � V) �_ LLJ Lij , :0 W > ^40 ,< Co DAVID T. MENZEL C�__ , � � , I T r,� I " = ,�,%,,L, ,, r � 9 � I I if"', " "v, , . I 1� ,,�� ,,%, e-0 , �� , �_ 1--, , ,- � `/_', __ , � , "'. �, , I 1�,_ - , , 1. , `�, ,�:�, I I I �:,_ I , - , - r �,_ , , ",_. ,;� .�� ,�, , - ::> .- '. �, , , " _. _ � 11 " '' ,,-, , ,,-- " _- C:) ", , , " , �,, C11 L � - , __;Z __ r. ; 11" 0 �_ �� - _ , 1 , `� "��, ' ._ , r', , - 7:_ � �: �- ` � ! '-'- , ,:,!� __ -11- ,'- L �._ ., ", - - . Lu� ",, � � ') - ___ I .1 ,,,� � �- -,, " c'; ZZ _ I , ", r ) Q, , ,,�,, �7- I— � ,� , .. �� I . �, , r" -1/ / 1 "; -�, I - I , - I - � I -11 . , ,, , , I I", , �,, , ` I I- I , , " 1, � I ,.� -1 , - � " I � __ 11 �'11�11 11 '' ,", "I - �.,,,� - , ", " � , , " � I I ", , 11 , 'I- - . " �, - : I ) ., '' � 1 'k , " ,,, , . , I � �, � - � This drawing is the property of MAI DESIGN BUILD, LLC. and is not to be reproduced in whole or in part. It is not to be used on any other project and is to be returned upon request. COPYRIGHT 0 2016 Z 0 V) V) < Z 9 W a -< 0 , LL. -< A co!!� fy 0 .< �- > I tA Z LLJ =) .J W -1 0 LU x ,,<__ :3 U 1- n a LIJ a ra 0� Q� � V) �_ LLJ Lij Z - :0 W > ^40 ,< Co I- - Z _J _< LJ 0 9 0 0 . _2 LLI Z lo ( �- �z LL ,< L/) Ln Z ,:( < U U LL.J I r_ < U LL.J CL _< U a . a i DESIGN BUILD . "I � � .. . 395 STAN DRIVE, SUITE B MELBOURNE, FLORIDA 32904 PHONE: (321) 757-3034 FAX: (321) 757-3088 web: �kmrw.rnaidesignbuild.com email:dmenzel@maidesignbuild.(-,om - Cert. of Author. #31547 - Date: 1-12-2017 - Sheet C_9 of 1 Scate: AS SHWN - Drawn: WAA Checked: DTMI Approved: DTM - Proj #: 2016-035 --_---- - ---- _.. ----- - IL l 1� Same S/opE..iLS g• 7' Adjapert Pavement. 3,t•.R.., l jointsaal a Exit joins And.. ^. �.. Preformed Jalnt )l I* Concrete pavement For detaY; depicting usage ad�acaiti'Is flexfble pavafienti sbe diagram rlg6 t TYPE A -�f R Y Jalat sear, `fit A Cpnta,pOf. :W 9* Mint; And Freformetl ]dirt f 111Rt: T�"PF d � p-.Jo(tit Sept. I.� tont PayY. Exp laTRt }incl Prefdrmed Joint Filterr TYPE a: Nof Yor use adjacent to pvnttete Or;tfexlole pavement,:concreta Shdwh,`' lExpansio(t Jaltjt` arafa(ixed 1PI1lr filter and Joint seal are .requlred between curbs and concrete pavement only,: see Sheet ,> CONCRETE CURB CQNCRFTE !7URB AND OUTTFR Ii s RlPT o x _ ,fir ._.._.... ...... -_. _.. ..._........ . ............. .._._._. ......._...._.. �Z `IU%6v ..... INDEX_.._I SNF,_. - D7JUIlDR ,. aESfG/DGUIIffi O7RAND GUTTER N0. NtX 3Dd' 1 of 2 Aft may. PiCTORIAi" Y FLUSH SH uLl" (OPTIL5I11 8) LEGEND' Detectable .Warnings GENERAL NOTES I. Sidewalk curb ramps shall be constructed at locations that will provide continuous unobstructed pedestrian circulation path to pedestrianareas, elements and facilities within the right of way and to accessible pedestrian routes an adjacent sites. Curbed facilities With sidewalks and those without sidewalks are: to have curb ramps constructed for all intersections. and turnouts: with curbed returns. 7b accommodate curb ramps, partial curb returns. are to extend to the limits prescribed In Index No.. 515. Ramps constructed at locations without sidewalks are to have a landing constructed at the tap. of each ramp;. see LANDINGS FOR CURB RAMPS WITHOUT SIDEWALKS.- 2. When altering existing pedestrian facilities, where existing restricted conditions preclude the accommodation of a ramp slope of 1:12, a ramp slope between 1:72 and 1:10 is permitted fat a rise of 6" maximum: Where compliance with the requirements for cross slope cannot be,_fully met, the. miofmum feasible cross slope shalt be provided. Ramp slopesare not required tdexcead 15' In length. 3. If sidewalk curb ramps are located where pedestrians must walk across the ramp, then provide Iransittoo slopes to the ramp; otherwise a sidewalk curb may be required. 4. All,sideWaiks, ramps, and landings with a'.crass slope of 0,02 shown in this Index sea 6.02 maximum: Ail: ramp slopes shown in this index as 1;12 are 7:42 maximum. Landings shaft have slopes less than of equal to 0,02 1n any dlrection. 5 Grode'brgaks at the top and_bottom of,ramps shall be parallel' to .each other and perpondiculat to the: direction of. the ramp. slope. 6. Where a sidewalk curb ramp Is constructed within; existing curb curb and gutter and/or sidewalk, the existing cprb or curb and gutter shall be removed to t¢e nearest joint beyond the curb transltlon of to the extent that no remaining section of curb or curb and gutter is fess than 9 long Existing sidewalk"'.shall 6e removed to tte nearest Joint bayond,the ieapsltivp slope or: to the extent ,that nv remaining sectiah of sidewalk Is less than S long;. For 6kREFE SIDEWALK details. refer it. index 310. Z. Sidewalk turb..romp alpha: Identiticatlons are for cererence purposes:rp/am% permits, etcJ, Alpha idenMRcatione CRI and CR -J were Intentin ally 6mittod. 6. Detectoble warnings shall extend the full width of the tamp and to a depth of 2; Detectable warnings shalt be constructed In accordance with Spetification Section W. For the laybuf.Of detectable warnings,. refer to, the TYPICAL PLACEMENT OF Dr7ECT-LE WARNINGS details. Delectable,wprninys shat{ not be provj,f on transition slope$. 9. When detectable warnings areplaced on a slope greater than 5%, dames shah be aligned with. the [entarNae of the ramp; otherwise dames are not regylred to be aligned, 10. petoctable warnings shall be required on sfdewaiks and shared use paths at: a.Intersecting. roads, b. Median Crossings greater -than or equal to B to width, C. Raiiroad Crossings, d 54vall'o driveways. IL Detectable Warnings - Acceptance Criteria; a. tP1.1 antl texture shallhe.complete and unifarm. b, 90% a1 individual truncated dom s shall be in accordance with the Americans; with Drsablli27g£ AFt Standards far Transportation Facilities," Section 705. [. There shall pe no more than 4 on -comp] ant domes in any one square. toot: d.. Non-compliant: domes shall not be adjacent to other non-compliant :domes. e:.Surfacos shall not deviate more than 0:10^ from a true plane. 12. Detectable warnings shall be Installed no, greater than, 5' from the back, of curbpr edge of pavem2nf. 13. Detectable warnings shafl not be installed beet grade breaks, LW c ur�c,Klel tunr _. _. .. _.. ... _. _. .... ]MLX SHEET RkVlslol4 FY ZDi6-17 1�l I DESIGN STANDARDS DETECTA3L 15 WARNINGS AND SIDEWALK CUM RAMPS 304 10t), $t r Y eg-ap�, Railways PICTORIAL VIEW CR -Ga SHOWN PICTORIAL Y1619r CR -G SHOWN PLAN, VIEW (QPTION A>! (CR -F ANO -CR -if SIMILAR) IOPTION 0) XR-F AND CR -H SIMILAR) RAILROA®"CROSSING YPrGAIi :PLACEMEN7' OF DETECTABLE WARNINGS I,ur c t1E,ERIPT10jIr l ul t4N FY 2161E-I� INDEX sNEE1• big©Ir13 D 5IGN S7 lN!?ARDS D•ETECT'"La, WARNINGS, AM 51PEWAL,]K CIIbtB, 1'S NP Nv, 30d 6 of 7 0 r` - L REINFORCED MASONRY PIERS 6" DIAMETER STEEL PIPE BOLLARDS FILLED W/ CONCRETE 13'-4" 8° 12'-0" 8" REINFORCED MASONRY PIERS REINFORCED CMU WALL eo N Q WITH EIFS ON EXTERIOR rn 0 lel FACES ONLY (TYP) 1�1��1 I�IIr■ I t\ to o_ PAINT INTERIOR SIDE Ul Lid OF WALL ONLY, TYP. Irk 0 STEEL GATE POST EACH SIDE a- I � 1111111■■�� 10'-0" X 12'-0" rn WHEN LOCAL JURISDICTION OR z Imo! ®03 CODE ALLOWS: PROVIDE A SANITARY V) TRENCH DRAIN AS REQUIRED 0 . L 0 .Q 0 o EA OF HLL- t Y M oD RE T. r;w'.?�•+r/3`�3�,r��Y:r..,=„��t!f'�_i�,a��a/�i' �i�+Ny��{�!��i�'�� 't” s� CL LLJV 0_ CONCRETE SLAB WITH REINFORCING M 0 6" MINIMUM TURN SLAB EDGE DOWN U �- . O o, N 0 0 C::>z N HOSE V DESIGN BUIL® DOWNSPOUT- LA PHONE: (321) 757-3034 FAX: (321) 757-3088 3 email:dmenzp-l@maidesignbuild.com 0 Elo Sheet C_10 w1O of Scale: AS SHWN 8" .12 rn 8" Ll - Q � to V a Ln Ln 13'-4" 8° 12'-0" 8" r REINFORCED CMU WALL eo N and is to be returned upon request. WITH EIFS ON EXTERIOR i�l��h'��■I lel FACES ONLY (TYP) 1�1��1 I�IIr■ I t\ to 1�1 PAINT INTERIOR SIDE Ul Lid OF WALL ONLY, TYP. Irk 0 lel■ �� I�l■ a- I � 1111111■■�� 10'-0" X 12'-0" 1 �� I l CLEAR AREA MIN. z Imo! ®03 W V) 0 . L 0 .Q 0 o EA OF HLL- M oD RE T. r;w'.?�•+r/3`�3�,r��Y:r..,=„��t!f'�_i�,a��a/�i' �i�+Ny��{�!��i�'�� 't” s� CL LLJV 0_ wOw z U �- . O 0 0 O HOSE N DESIGN BUIL® DOWNSPOUT- MELBOURNE, FLORIDA 32904 PHONE: (321) 757-3034 FAX: (321) 757-3088 web: Nvtlrw.maidesignbuild.com email:dmenzp-l@maidesignbuild.com El- Elo Sheet C_10 w1O of Scale: AS SHWN 8" .12 0" 8" Ll - REINFORCED CMU WALL WITH PAINTED STUCCO FINISH ON EXTERIOR FACES ONLY (TYP) 2 1' IN std; r` Mldrwale util. Strip Grass ok Pave, (2' Mint METAL COPING TO MATCH ADJACENT WALL COLOR PAINTED STUCCO FINISH TO MATCH FINISH OF MAIN HOTEL! TOWER STEEL GATE POST EACH SIDE - DIAGONAL BRACING WESTERN RED CEDAR OR EQUAL LOCKABLE HASP DROP ROD, 1" DIAMETER X 2'-0" LONG WITH 90 DEGREE BEND — INTERIOR CMU WALL BEYOND TO BE PAINTED METAL COPING TO MATCH /�-ADJACENT WALL COLOR PAINTED STUCCO FINISH TO MATCH FINISH OF MAIN HOTEL/ TOWER CURB UP OR FLUSH WITH PARKING LOT GRADE LEVEL - CONDITIONS MAY VARY - REFER TO SITE PLAN I I 111111m; 11111111J Jill 1P 14 -,i i 0 METAL COPING TO MATCH ADJACENT METAL COPING TO MATCH ADJACENT WALL COLOR WALL COLOR ALL INTERIOR CMU SURFACES PAINTED CONCRETE APRON - SLOPE AWAY FROM DOOR EXTERIOR INSULATION FINISH SYSTEM (EIFS) AT EXTERIOR BLOCK WALLS 6" DIAMETER STEEL PIPE, CONCRETE FILLED BOLLARDS - PAINTED i CONCRETE SLAB WITH REINFORCING TURN SLAB EDGE DOWN u r -;Z- .a, a, - O eo N and is to be returned upon request. COPYRIGHT © 2016 i�l��h'��■I lel • 1�1��1 I�IIr■ I t\ to 1�1 Ul Lid U a z p � Irk 0 lel■ �� I�l■ � � � I � 1111111■■�� CL 1 �� I l �I IIIII■ z Imo! ®03 W V) L 0 M oD U LO LO r;w'.?�•+r/3`�3�,r��Y:r..,=„��t!f'�_i�,a��a/�i' �i�+Ny��{�!��i�'�� 't” s� 8" CMU'U' BLOCK BEAM OR BOND BEAM 8" REINFORCED CMU W/ TRUSS TYPE REINFORCING GRADE, MAINTAIN POSITIVE DRAINAGE �� •� • \� j `� ' , \ \'--- 1 J 6LA3 EDGE DOWN '^ _ 13141 6" REINFORCED CONCRETE SLAB CLL to MPLAN ® EXTERIOR REFUSE RECEPTACLE 2 SECTION® REFUSE RECEPTACLE ar 'o L -a d so , 0 h 7 C -;Z- .a, a, - O eo N and is to be returned upon request. COPYRIGHT © 2016 t\ to Ul Lid U a z p � Irk 0 O O J � t`- CL z LLJ o z Imo! ®03 W V) L 0 M oD U LO LO CL LLJV Lam.! J z U �- 0 0 O O N DESIGN BUIL® WINE= W 395 STAN DRIVE, SUITE B MELBOURNE, FLORIDA 32904 PHONE: (321) 757-3034 FAX: (321) 757-3088 web: Nvtlrw.maidesignbuild.com email:dmenzp-l@maidesignbuild.com Cert. of Author. x#31547 Date: 1-12-2017 Sheet C_10 w1O of Scale: AS SHWN Drawn: WAA Checked: DTM Ln LL Ll - Q � W LLI Ln Ln tY 0 z z i l ilu 0 I QD V ca Z } } Z p•- f- a u u ii zlV M DAVID T. MENZEL cli elf N�ll cA co P J k `w, This drawing is the property of MAI DESIGN BUILD, LLC. and is not to be reproduced in whole or in part. It is not to be used on any other project and is to be returned upon request. COPYRIGHT © 2016 Ul Lid U a z p � Irk 0 =� Ce Ill0 J � t`- CL z LLJ o z Imo! ®03 W V) L 0 Q a dd U LO LO CL LLJV Lam.! J z U �- 0 I- lavad M 01"i Er a DESIGN BUIL® WINE= W 395 STAN DRIVE, SUITE B MELBOURNE, FLORIDA 32904 PHONE: (321) 757-3034 FAX: (321) 757-3088 web: Nvtlrw.maidesignbuild.com email:dmenzp-l@maidesignbuild.com Cert. of Author. x#31547 Date: 1-12-2017 Sheet C_10 w1O of Scale: AS SHWN Drawn: WAA Checked: DTM Approved: DTM Pi #: 2016-035 Liss Found y 316 hondfw d ring and heavy dWy''cover marked "Sa 3b00: psi concrete ----,- Threaded cover with sq,ua,re nut 24" x 24" square flush with base Asphalt Base materiel Sanitary wye fitting Sewer Service Lateral Notes; 1. C]eanou#; diameter tomatch service lateral diameter. 2. MAxifnum spacing between cleanouts is100 feet. 3= Clcon,outs ]ocated in: ,veNcl.uar traffic :areas to hove traffic bearing; covers. 4. Cleanouts shall not ber located in sidewalks or edriveways, 5. C1.eanouts shall ]Cotbe substituted for manhole,`s or installed at the end of mains greater than 150 feet in length, 61 Cleanouts shall be ;installed' within 2' of the properly: or easement Vine. Scala 1" 1. foot S'e*er -Ck2C.an--Out US' -13' Cape Canaveral' Utility Services Traffic.. 8earinig Jonuory 2017` (2) non -penetrating I pick hales Notes!, 1, Man] le coverme' foctured by U$' Foundry 2"AS; Legacy?' model manhole, cover to: be used on all publicly owned sanitary sewer ;manholes located within the Brevard County UU�itY Seviice's service area, - z-' Priv I o 3. Otey owned and maintained sanitary Sewer systems sh;al! use US Foundary AS «5 cover.. No Scale Nlcln(3ole o US' -27 C ver Qapo.oanoveral, Utility Services AS Legacy y January 2617 4" min. 10 2 1/2" min. -- ----,--------- Baffle ---- - 3' min. (or at some .elevation; Inverted ell COPYRIGHT © 2016 CT 024" `. Minim of effective I IMinimum capacity (maximum 4/5 of cap.) i !effective capacity _ WATER GRAVITY USF 17Ci-E ring and cover (typ) �- Dade rinds as requited 8" min ?" vent 2e 6" min. 42" min, Flaw Liquid level Notes: 1. Minimum tank volume (effective capacity) is 750 gallons. Maximum tank volume is 1250 gallons. 1500 gallon tanks may be approved on a case by case basis. 2. Multiple units shall be linked in series. 3. Provide a minimum 8" freeboard above the liquid level - 4. Minimum effective depth of liquid compartments is 42". 5. Minimum pipe size is 4". 6, Use 4000 psi :Portland Type Il concrete with minimum 3/4 " cover on reinforcing steel, 7. Interceptor tank and manholes subject to traffic shall be designed for AASHTO H-20 loading. S. Manhole covers shall be stomped grease". 9 Provide 2" gap between baffle and tank top. 10, Only kitchen wastewater shall pass through a grease interceptor before discharge to sanitary sewer system. 11. Refer to chapter 64e-6.013($) of the Florida Administrative Code. Scale 31& " 1foot US 17 Grease Interceptor Cape Canaveral 'Utility Services January 2017 Notes: 1. Invert, channels shall be smooth and, accurately shaped tc a ,seri-circular bottom conforming to the inside diameter of the adjacent sever pipe section. 2. Chonrel shall be constructed between pipes with different elevations providing for smooth flows; 3. Channels for future connections shall be constructed, tilled with sand and covered with mortar. 4. 'Slopes outside the invert channels greater than 12:1 are not permtied. 5, Seal all operiings with non shrink gout. 6. Common red brick and Type 11 cement shall be used for inert construction, 7. To of bench shall be equal to .the spring line of the largest pipe. Top 9 P 9 4 Pp. 8. Precast invert channels are not permitted.. 9. For sewer lines smaller than 12 -inch diameter, provide a minimum radius of the centerline of the channel 1/2 the inside diameter of the manhole. 10. For sewer lines greater than 12 -inch diameter, provide a minimum radius of the outer channel wall 1/2 the inside diameter of the manhole. 11, Design the top of bench with an 13iq. slope from the well to the channels edge. Scale 3;8 1 foot Manhole us <8 Cape Canaveral Utility Services Iriverts January 2D17 - _ _ __ T II L T11H II Ili Notes` 1. Precast concrete- Type II cement per ASTM C-150 2. 4000 psi minimum concrete compressive strength at 28 day cure time. 3. Ring and cover to be set flus], with finished pavement. 4. Siz inch, compacted FDOT #57 stprie shall extend; sl>1 inches, beyond edge of rnonotithie ;base. 5. Exterior coating: Three coats (red, grey; then black) of factory applied CS -55 water based acrylic coating (12 mils total thickness) or EW -11 water based epoxy coating (12 mil's torah thickness)'; Field -touch up required after installation of structure,. 6. Interior coating: Thew coats (red, black, then. grey) of factory appiied 68-55 water based.'acrylic coating (1,2 mils total thickness) or EW -1 water hosed epoxy coating (12 mile total thickness).; One coat, of grey will be applied to the complete interior of the structure prior to find] acceptance. 7. US Foundary 225 Type 'AS Legacy". See Manhole. ;Cover detail for lettering requirements. 8. Resilient boot connectors shalll. Ips used where PVC pipe penetrates manhole walls, Boots shall; be cemented inside with waterproof non -shrinking grpA. Boots shall be watertiglit and manufactured of moter`iols resistant to decay caused by the sanitary sewer environment or ambient sail conditions: All 'hordware inside manhole' to be 316' stainless, steel, 9. All openings shall be segled with nor] -'shrinking grout.; 10. Reinforcement shall meet ASTM C-478. 11., Manhole steps are not permitted.. 12. Minimum pipe "penetration hole, didajeter equals pipe O.D. plus four inches, 13: Manholes deeper than twelve feet from finished grode shall have a minimum inside diameter of five feet. 14, Tongue and groove joint may: be oriented up or down, 15. Tte cone; rser, iron frame sholl be encapsulated' with on exterior heat shrink wrap With a minimum thickness of 100 mils and minimum width of 12 inches regardless of locatioh above or beloW the water table. Joints shall require a minimum wrap width of 8 inches. Exterior heat shrink wrap must be centered on the joint. 'Exterior heat shrink wrap to be Wrgp+d Seal or approved equal; Adhesive wraps are not permitted, Applicators must be. fp`c1l 'trained in the application -of the wrap. 15. Joints shall be assembled using non -sag' grade of polysulfide rubber filler meeting Federal Specification SSS -210A Type 1 and AASHTO Specification M198; Type B. Each joint shall be trimmed after assembly:. 17. Each section shall have a minimum of 'three lifting loops ,(not rebar). Loops. shall be scut off and grouted over prior to completion- of the structure installation. Lifting holes must, hove' a onin'imwm of 2-i/a ]Hanes of cover on the inferior wall Lining holes must be acid washed and sealed with non -shrink grout. 18. Precast structures off. -loaded by the use of pallet forks will bgz rejected., 19. Structures dropped during handling will be rejected: 20, Pipes protruding into the manhole shall extend' approximately 1/2 inch'inside the inner wall' measured at the horizontal midsection points of the ,pipe, Pipe thirty inches and. larger inside diameter sllall be contoured such that the maximum protrusion Into the manhole at any point around the pipe shall not, exceed five inches. 21. Use of HDPE adjustment rings with butyl tubber seol6gt that meet H-20 loading requirements are: approved. 22. Service connections. shall hot, terminate directly, into a manhole; structure. I structure of structure thickness Up: to 15" 4'-0" outside, pipe< Per ASTM, C"'-476 18" and larger; (8"-nlmurn) me _ ... diater fi 3'-0:. _.... - 1777,776S 7l es iieneral Nbt05 January,2DU Legend: H - Denotes minimum horizontal d0ardnce betikeeh pipes.(putsidle to outside) V Denotes minimum vertical =clearance between pipes {outside, to outside) Notes: A. 6 foot minimum separation (62-555 314 FAC) - 5. 4 AC, ' 1 6 ' hes above tta "ravit: ew `r fj2 55 31 FACJ R. May b@ 3 feet if the water .me js inn ,. -, e, gravity s- e (_ , . _ ) C, 6 inch minimum'separation (6Z 555.314 fAG) D. 62-5 5.314 FAC 5 E:; If less than 2 feet clearer cel is provided, support cradles are ,requited {US -66): P. May be 3 feet if the reclaim line is 12 inches above the gravity sewer,. G, Section 62-6041.1400` (2) (h),1 (i) FAC W_ Or best engineering judgment.. J. Minimum for .repair purposes Pipe Separation Table US-60 Cape Canaxeral Utility Services Jalrfuary 20:17 e it See note 4 See note 5 Sse note 15 (typ) See note 10 Scole la 2f " = 1 foot At an'hole �Oi1Ge^trlC ,Cee Cancxer l.Uuht Janu`a ' 209:7 1 P y Services Three -band UPPER PiPt mission coupling (or at some .elevation; PIPE SEPARATION COPYRIGHT © 2016 r- Reclaimed or TABLE: 1 See Rote I; potable water main, _ WATER GRAVITY FORCE; RECLAIMED STO'RU LLJ -J O U SEINER MAIN WATER WATER ' m � H) 3 ft H) 10 ft N) 10 ft H) 3 ft: H) 3 ft J ® W 2' Note H Note A Note A Nofe IJ., Note D :. potable water main WATER V} 1B Jn V) 12 'in V) '92 in V).2 ft, U Note 0 Note D Note b Note E. DESIGN BUILD 395 STAN DRIVE, SUITE B H) 10 ft I H) 3` ft }{) 3 ft H) 6 ft H) 3 ft aC Cert. of Author. #31547 Notes A 8 Note d Note H Note, F- Note H. C_ 11 of GRFUITY Checked: DTM O Proj #:2016-035 V1 . 1 ?. In V) a ,in v) ,£ in V) 21 ft SEWER Z Note C Note .J Note .J Note E" a H) 10ft H) 3 ftN) 3 ft H) 3 f#" H) 3 ft. EL Note A dote H Note H Not e: .G Note H' m, FORCE V) 12>:ir1 V} 6',in 1l} b tr V) 2 ft - 3 MAIN o Notre D Note J Nate J Noce E. n 3 ft H) 3' ft H) 3 f€ ; H} 3 ft H) 3 ft RECLAIMED Nate Li Nate G !vote G Note H ]`late H V) 1:2, :in V) 1g. in V} 1,51 in V) 2 ft WATER Note D Nate G Note G Note E H) 3 ft H) 3 ft ;H) 3 ft H,) ;3 ft; Note D Note H Note H Note H STORM V) 12. in V} 6 -in 1), 6 -in V) 6 in WATER Note C Note J Note d Note; J Legend: H - Denotes minimum horizontal d0ardnce betikeeh pipes.(putsidle to outside) V Denotes minimum vertical =clearance between pipes {outside, to outside) Notes: A. 6 foot minimum separation (62-555 314 FAC) - 5. 4 AC, ' 1 6 ' hes above tta "ravit: ew `r fj2 55 31 FACJ R. May b@ 3 feet if the water .me js inn ,. -, e, gravity s- e (_ , . _ ) C, 6 inch minimum'separation (6Z 555.314 fAG) D. 62-5 5.314 FAC 5 E:; If less than 2 feet clearer cel is provided, support cradles are ,requited {US -66): P. May be 3 feet if the reclaim line is 12 inches above the gravity sewer,. G, Section 62-6041.1400` (2) (h),1 (i) FAC W_ Or best engineering judgment.. J. Minimum for .repair purposes Pipe Separation Table US-60 Cape Canaxeral Utility Services Jalrfuary 20:17 e it See note 4 See note 5 Sse note 15 (typ) See note 10 Scole la 2f " = 1 foot At an'hole �Oi1Ge^trlC ,Cee Cancxer l.Uuht Janu`a ' 209:7 1 P y Services Three -band DAVID mission coupling part. it is not to be, used on any other project and is to be returned upon request. COPYRIGHT © 2016 r- Reclaimed or Z�S See Rote I; potable water main, _ LL f� O LLJ -J O U Varies ® 0 UJI m � or C-900 PVC LJJ J ® W 2' fes- a < Reclaimed or ., potable water main a W V) U 6"' s mai DESIGN BUILD 395 STAN DRIVE, SUITE B MELBOURNE, FLORIDA 32994 PHONE: (321) 757-3034 See note i web: www.maidesignbuiid.com aC Cert. of Author. #31547 Date: 1-12-2017 Secifon A -A 6 m Sanitary ft sewsr 6" mir* NPte 1:. Mission coupling sholi be encased :in a. minimum of 6" of concrete. 2, For ateoronae greater than 1'2" from Hater line; ho special construction; is required, Na Scale u5=64 Utility 'Crossif�g Ja ua.; 2 17 onav rel. til ermaes n Ca 0. e C _ e__- it S .... U ry � P. y. l This drawing is the properly of DAVID T. MENZEL part. it is not to be, used on any other project and is to be returned upon request. COPYRIGHT © 2016 r- 0030830 Z�S V) nv� 0 afycs� _ LL f� O LLJ -J O U ® 0 UJI m � . cit LJJ J ® W y 6� fes- a < ��i ek.t.a6 U lJJu a W V) U w mai DESIGN BUILD 395 STAN DRIVE, SUITE B MELBOURNE, FLORIDA 32994 PHONE: (321) 757-3034 FAX: (321) 757-3088 web: www.maidesignbuiid.com aC Cert. of Author. #31547 Date: 1-12-2017 Sheet Scale: AS SHWN C_ 11 of Drawn: WAA Checked: DTM O Proj #:2016-035 Z This drawing is the properly of DAVID T. MENZEL part. it is not to be, used on any other project and is to be returned upon request. COPYRIGHT © 2016 r- 0030830 Z�S V) nv� 0 afycs� _ LL f� } LLJ -J O U ® 0 UJI m � . cit LJJ J ® W y 6� fes- a < ��i ek.t.a6 This drawing is the properly of MAi DESIGN BUILD, LLC. and is not to be reproduced in whole or in part. it is not to be, used on any other project and is to be returned upon request. COPYRIGHT © 2016 0 V) nv� 0 afycs� _ LL f� } LLJ -J O U ® 0 UJI m � w m LJJ J ® W y 6� fes- a < V Q z U lJJu a W V) U mai DESIGN BUILD 395 STAN DRIVE, SUITE B MELBOURNE, FLORIDA 32994 PHONE: (321) 757-3034 FAX: (321) 757-3088 web: www.maidesignbuiid.com email:dmenzel@maidesignbuiid.com Cert. of Author. #31547 Date: 1-12-2017 Sheet Scale: AS SHWN C_ 11 of Drawn: WAA Checked: DTM Approved: DTM Proj #:2016-035 1. ALL CONSTRUCTION SHALL CONFORM TO FDOT DESIGN STANDARDS (LATEST EDITION), FDOT STANDARD SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION (LATEST EDITION), CAPE CANAVERAL UTILITY SERVICES CRITERIA FOR SANITARY SEWER SYSTEMS, AND CITY OF CAPE CANAVERAL CODE OF ORDINANCES. 2. ISSUANCE OF CERTIFICATE OF COMPLETION: UPON COMPLETION OF CONSTRUCTION OF THE PROJECT AND PRIOR TO SCHEDULING OF THE FINAL INSPECTION, THE APPLICANT OR THEIR AUTHORIZED REPRESENTATIVE, SHALL PROVIDE THE FOLLOWING DOCUMENTATION TO CAPE CANAVERAL PUBLIC WORKS ENGINEERING: a. A CERTIFICATE OF COMPLETION - REQUEST FOR FINAL INSPECTION FORM. THE FORM MUST BE FROM A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA WITH THEIR SEAL AFFIXED. THE FORM CERTIFIES THAT THE IMPROVEMENTS HAVE BEEN CONSTRUCTED IN CONFORMANCE WITH THE APPROVED CONSTRUCTION PLANS AND SPECIFICATIONS. b. A COMPLETE SET OF TESTING REPORTS FOR ALL TESTS PERFORMED ON THE PROJECT WITHIN THE COUNTY RIGHT -O- WAY AND/OR FOR ALL SUBDIVISION CONSTRUCTION REGARDLESS OF PUBLIC OR PRIVATE. c. THREE SETS OF AS -BUILT DRAWINGS MEETING THE REQUIREMENTS OF SECTION 61G17, F.A.C., AND SIGNED AND SEALED BY A SURVEYOR LICENSED 1N THE STATE OF FLORIDA. AT A MINIMUM, ALL AS -BUILT DRAWINGS MUST INCLUDE: L ROAD/PAVEMENT ELEVATIONS; ROADWAY CROSS SLOPES; PAVEMENT WIDTH; PAVEMENT SPOT ELEVATIONS NECESSARY TO CONFIRM STORMWATER DRAINAGE PATTERNS AT INTERSECTIONS AND SIDEWALKS; CURB SLOPES; ii. STORMWATER PIPE SIZES AND INVERT ELEVATIONS; LOCATION OF OUTFALL STRUCTURE(S) WITH AS -BUILT ELEVATIONS FOR ALL CONTROL STRUCTURE & SKIMMER ELEVATIONS SHOWN ON THE APPROVED PLANS; TOP OF BANK, GRADE BREAKS, BOTTOM ELEVATIONS FOR ALL STORMWATER PONDS OR BERM AREAS; iii. ANY OTHER ADDITIONAL AS -BUILT DATA THAT IS APPLICABLE TO THE PROJECT TO ENSURE COMPLETION IN ACCORDANCE WITH THE APPROVED CONSTRUCTION PLANS. d. PIPE INSPECTION VIDEO PER FDOT REQUIREMENTS. (IF APPLICABLE PER NOTE 4 OF DRAINAGE NOTES) e. IF A MUNICIPALITY IS ACCEPTING A PUBLIC WATER AND/OR SEWER SYSTEM, THERE MUST BE DOCUMENTATION INDICATING MUNICIPAL ACCEPTANCE OF THE CONSTRUCTION OF THE WATER AND/OR SEWER SYSTEM. f. PUBLIC WORKS ENGINEERING WILL NOT SIGN OFF ON A TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) FROM THE CITY OF CAPE CANAVERAL BUILDING DEPARTMENT UNTIL THE AS -BUILT DRAWINGS AND OTHER DOCUMENTATION LISTED ABOVE HAVE BEEN SUBMITTED AND REVIEWED BY PUBLIC WORKS ENGINEERING. g. PROJECTS CONNECTED TO THE CITY OF CAPE CANAVEAL SANITARY SEWER, AND/OR RECLAIMED WATER SYSTEMS MUST OBTAIN FINAL APPROVAL FOR THE PROJECT DIRECTLY FROM CITY UTILITY SERVICES AS OUTLINED IN THE CAPE CANAVERAL CRITERIA FOR SANITARY SEWERAGE SYSTEMS. 3. UPON APPROVAL OF FINAL INSPECTION, AN ENGINEER'S CERTIFIED COST ESTIMATE WILL BE REQUIRED ALONG WITH A 2 -YEAR MAINTENANCE BOND FOR ALL IMPROVEMENTS WITHIN THE COUNTY RIGHT-OF-WAY AS REQUIRED BY THE CITY OF CAPE CANAVERAL CODE OF ORDINANCES. THE MAINTENANCE BOND SHALL BE 25% OF THE ENGINEER'S CERTIFIED COST ESTIMATE. 4. THE CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE TO THE CITY INFRASTRUCTURE DURING CONSTRUCTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE STRUCTURAL INTEGRITY OF THE ROADWAY ASPHALT, BASE, AND STABILIZED SUB -BASE, SIDEWALKS, STORMWATER DRAINAGE SYSTEM, DRAINAGE STRUCTURES, CURBS, GROUND COVER, WATER SYSTEMS, SANITARY SEWER SYSTEMS, AND RECLAIMED WATER SYSTEMS. ALL REPAIRS SHALL BE COMPLETED IN ACCORDANCE WITH FDOT AND CITY STANDARDS. ALL REPAIRS SHALL BE COMPLETED PRIOR TO THE FINAL INSPECTION OF THE PROJECT. SIDEWALK PATCHING WILL NOT BE ACCEPTABLE. 5. A VISUAL OR MECHANICAL INTERIOR INSPECTION OF EXISTING CULVERTS WILL BE REQUIRED PRIOR TO THE FINAL INSPECTION. 6. ALL DISTURBED AREAS WITHIN THE COUNTY RIGHT-OF-WAY SHALL BE SODDED. SEED & MULCH IS NOT ACCEPTABLE. SOD SHALL MATCH EXISTING SOD TYPE. BAHIA SOD SHALL BE USED IN AREAS ADJACENT TO VACANT PROPERTY. DISTURBED AREAS OUTSIDE THE CONSTRUCTION LIMITS WILL BE SODDED AT THE CONTRACTOR'S EXPENSE. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL SURVEY MONUMENTATION. ANY SURVEY MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED BY A FLORIDA LICENSED SURVEYOR PRIOR TO ISSUANCE OF A CERTIFICATE OF COMPLETION FOR THE PROJECT. 8. REGARDLESS OF PRIVATE OR PUBLIC DEDICATION, THERE SHALL BE NO UTILITY CONNECTIONS OR METER BOXES WITHIN PROPOSED OR EXISTING SIDEWALKS OR DRIVEWAY AREAS. 9. ALL DIRECTIONAL BORES SHALL BE IN ACCORDANCE WITH FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION SECTION 555, DIRECTIONAL BORES AND THE FDOT UTILITIES ACCOMMODATION MANUAL. 10. ALL DIRECTIONAL BORES MUST EXTEND A MINIMUM OF EIGHT(8) FEET PAST THE EDGE OF PAVEMENT OF ANY ROADWAY OR COMMERCIAL DRIVEWAY. FOR RESIDENTIAL DRIVEWAYS AND SIDEWALKS, THE BORE MUST EXTEND THREE (3) FEET PAST THE EDGE ON EITHER SIDE. 11. THE CONTRACTOR SHALL CONTROL DUST GENERATED BY THIS PROJECT AT ALL TIMES, SHALL PROVIDE STREET SWEEPING AS REQUIRED, AND PREVENT SEDIMENT FROM ENTERING INTO THE EXISTING DRAINAGE SYSTEM AT ALL TIMES. 12. THE CONTRACTOR SHALL NOT EXCEED NOISE LEVELS AS SPECIFIED IN CAPE CANAVERAL CODE OF ORDINANCES SECTION 62-2271. 13. ALL STRIPING AND PAVEMENT MARKINGS IN THE COUNTY RIGHT-OF-WAY SHALL BE THERMOPLASTIC AND SHALL NOT BE APPLIED UNTIL A MINIMUM OF 30 DAYS AFTER THE PLACEMENT OF THE FINAL ASPHALT SURFACE. IN THE INTERIM, STRIPING SHALL BE PAINT AND ANY REQUIRED RPM'S INSTALLED PER THE PLANS. DO NOT STRIPE ACROSS MANHOLE UDS OR DRAINAGE GRATES. 14. REFLECTIVE PAVEMENT MARKINGS (RPM'S) SHALL BE INSTALLED IN ALL LOCATIONS AS REQUIRED BY FDOT DESIGN STANDARD.( LATEST EDITION) 15. ANY PAVEMENT MARKINGS AND RPM'S THAT ARE DESTROYED, DAMAGED, OR DIMINISHED BY CONSTRUCTION ACTIVITIES FOR UP TO 500 FEET IN EITHER DIRECTION BEYOND THE LIMITS OF CONSTRUCTION SHALL BE REPLACED OR REFURBISHED BY THE CONTRACTOR. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE CITY/COUNTY RIGHT-OF-WAY FOR THE DURATION OF CONSTRUCTION. AT A MINIMUM, THE CONTRACTOR SHALL MOW THE RIGHT-OF-WAY ON AN AS NEEDED BASIS AND MAINTAIN THE a DRAINAGE CONVEYANCE SYSTEM. ADDITIONAL MAINTENANCE MAY BE REQUIRED ON A CASE BY CASE BASIS. M v 0 CA 0 0 e o s, x - - .Y : 11111 3. LANE CLOSURES: THE CONTRACTOR SHALL NOTIFY CITY TRAFFIC OPERATIONS A MINIMUM OF ONE (1) WEEK IN ADVANCE OF THE PROPOSED START DATE OF CONSTRUCTION WITHIN THE RIGHT-OF-WAY. CONSTRUCTION SHALL NOT BEGIN UNTIL THE MOT PLAN IS APPROVED AND NOTIFICATIONS HAVE BEEN SENT TO AFFECTED AGENCIES. NO LANE CLOSURES WILL BE PERMITTED DURING PEAK HOUR TRAFFIC VOLUMES. 4. ALL TRAFFIC CONTROL DEVICES SHALL MEET THE REQUIREMENTS OF THE MUTCD FOR STREETS AND HIGHWAYS, FDOT STANDARDS (LATEST EDITIONS). 1. ALL DRAINAGE SYSTEM CONSTRUCTION SHALL CONFORM TO FDOT STANDARD SPECIFICATIONS AND FDOT DESIGN STANDARDS,( LATEST EDITIONS). 2. ALL RETICULINE STEEL GRATES SHALL BE HOT DIPPED GALVANIZED AND HAVE A TRAFFIC BEARING H-20 LOAD RATING. 3. ALL GRATES UTILIZED WITHIN THE COUNTY RIGHT-OF-WAY SHALL BE TRAFFIC BEARING H-20 LOADING. 4. ALL STORMWATER PIPING WITHIN THE ROAD RIGHT-OF-WAY, REGARDLESS OF PUBLIC OR PRIVATE, OR STORMWATER PIPING THAT CONVEYS STORMWATER UNDER THE ROADWAY BETWEEN STORMWATER TREATMENT PONDS, SHALL BE INSPECTED PER SECTIONS 430-4.8,430-4.8.1, AND 430-4.8.2 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,( LATEST EDITION). A COPY OF THE PIPE VIDEO SHALL BE PROVIDED TO THE CITY AS PART OF THE SUBMITTAL OF THE CERTIFICATION OF COMPLETION REQUEST FOR FINAL INSPECTION. THE CITY SHALL BE NOTIFIED ONE WEEK PRIOR TO THE START OF THE PIPE VIDEO INSPECTION PROCESS. 5. ALL OPEN CUTS SHALL CONFORM TO LAND DEVELOPMENT EXHIBIT #25. FOR ALL OPEN CUTS, THE FLOWABLE FILL AND TEMPORARY ASPHALT SHALL BE INSTALLED WITHIN TWO (2) DAYS OF THE EXCAVATION (UNLESS OTHERWISE APPROVED IN WRITING BY CITY OF CAPE CANAVERAL PUBLIC WORKS). PERMANENT ASPHALT INCLUDING MILLING AND RESURFACING, IF NEEDED, SHALL BE COMPLETED WITHIN THIRTY (30) DAYS OF EXCAVATION. 6. THE CONTRACTOR SHALL REMOVE THE SHOULDER OF THE ROADWAY TO A POINT WHERE THE BASE MATERIAL OF THE EXISTING ROADWAY MEETS THE MINIMUM THICKNESS OF THE PROPOSED ROADWAY/COMMERCIAL DRIVEWAY CONNECTION. 1. ALL DRIVEWAYS SHALL BE CONSTRUCTED PER FDOT INDEX 515 EXHIBIT UNLESS OTHERWISE NOTED. 2. ALL CONCRETE SHALL MEET FDOT DESIGN MIX AND SPECIFICATIONS. CURING METHOD SHALL BE IN ACCORDANCE WITH THE FDOT SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,( LATEST EDITION). 3. ALL SIDEWALKS WITHIN THE RIGHT-OF-WAY OR WITHIN A PUBLIC SIDEWALK EASEMENT SHALL BE CONSTRUCTED OF 6 -INCH THICK, 3000 -PSI CONCRETE WITH FIBER MESH REINFORCEMENT. CONCRETE SIDEWALKS (OR PEDWAYS) AND CONCRETE DRIVEWAY APRONS SHALL BE CONSTRUCTED OVER SOILS COMPACTED TO 98% DENSITY, OF AASHTO T -180. SHOULD EXISTING SOILS BE FOUND UNSUITABLE FOR COMPACTION, ADDITIONAL COMPATIBLE MATERIALS SHALL BE BROUGHT TO THE SITE FOR USE AS SUBGRADE. ALTERNATE METHODS OF COMPACTION MAY BE REQUIRED TO AVOID DAMAGE TO SURROUNDING PROPERTIES. 4. CONSTRUCT SIDEWALK JOINTS PURSUANT TO FDOT INDEX 310 (LATEST EDITION). EXPANSION JOINTS SHALL BE EVERY 50 FEET, AND BETWEEN NEW AND OLD CONCRETE. 5. TWO BY FOUR FORM BOARDS SHALL NOT BE USED FOR SIDEWALK/DRIVEWAY CONSTRUCTION. FORM BOARDS SHALL MATCH PROPOSED CONCRETE THICKNESS. SLIP FORMS SHALL NOT BE USED FOR SIDEWALK CONSTRUCTION. FIXED FORMWORK SHALL BE REQUIRED PER FDOT INDEX 300. 6. THE CONTRACTOR SHALL PROVIDE A 3 -FOOT CURB TRANSITION AT ALL CURB TERMINATIONS. 7. ALL SIDEWALK AND ACCESS RAMP CONSTRUCTION SHALT- COMPLY WITH THE DEPARTMENT OF JUSTICE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN, FDOT DESIGN STANDARDS (LATEST EDITION), AND STATE OF FLORIDA ACCESSIBILITY REQUIREMENTS. riwalol•, THE FOLLOWING TESTING REQUIREMENTS APPLY TO: a. ALL PUBLIC AND PRIVATE SUBDIVISION PROJECTS PERMITTED THROUGH CAPE CANAVERAL PLANNING AND DEVELOPMENT; b. ALL SITE PLAN PROJECTS PERMITTED THROUGH CAPE CANAVERAL PLANNING AND DEVELOPMENT REQUIRING WORK IN THE RIGHT-OF-WAY; c. ALL PROJECTS PERMITTED THROUGH CAPE CANAVERAL PUBLIC WORKS FOR WORK WITHIN THE RIGHT-OF-WAY. SECTIONS WITHIN THE FDOT STANDARD SPECIFICATIONS LIMITING TESTING REQUIREMENTS BASED ON LOT SIZE, SUB -LOT SIZE, TONNAGE, MINIMUM THICKNESS, OR SPREAD RATE WILL NOT APPLY TO THE PROJECTS LISTED ABOVE. AT A MINIMUM, ONE SET OF TESTS WILL BE REQUIRED FOR ALL PAVING PROJECTS LARGER THAN 50 TONS TOTAL AND ADDITIONAL TESTING MAY BE REQUIRED ON A CASE BY CASE EVALUATION OF THE PROJECT. TESTING REQUIREMENTS AT THE ASPHALT PLANT WILL NOT APPLY. FOR S -TYPE ASPHALT AS SPECIFIED IN THE 2000-2004 FDOT STANDARD SPECIFICATION: 1. THE CONTRACTOR SHALL PROVIDE A DESIGN MIX SIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA AND APPROVED BY THE ENGINEER OF RECORD FOR THE PROJECT TO PUBLIC WORKS ENGINEERING FIVE BUSINESS DAYS PRIOR TO PAVING. THE MIX DESIGN SHALL MEET FDOT MINIMUM REQUIREMENTS AS OUTLINED IN SECTION 331-4 (2000). DESIGN MIXES BY FDOT CERTIFIED MIX DESIGNERS WILL NOT BE ACCEPTED. 2. THE CONTRACTOR SHALL PROVIDE EXTRACTION/GRADATION TESTS IN ACCORDANCE WITH SECTION 331-4.4.2 (2000). 3. THE CONTRACTOR SHALL PROVIDE MARSHALL STABILITY TESTING IN ACCORDANCE WITH SECTION 331-5.5.1 (2000). 4. PAVEMENT SURFACE SHALL MEET ALL REQUIREMENTS SPECIFIED IN SECTION 330-13 (2000). 5. THE CONTRACTOR SHALL PROVIDE SURFACE TOLERANCE TESTING FOR ROADWAYS WITH DESIGN SPEEDS OF 35 MPH OR GREATER IN ACCORDANCE WITH SECTION 330-13.3 (2000). 6. QUALITY CONTROL CORE BORINGS SHALL BE OBTAINED FOR THICKNESS PER SECTION 330-2.2 ROADWAY, (2004) AND DENSITY PER SECTION 330-11, TABLE 330-3 (2000). 7. ASPHALT TEST RESULTS FOR EACH CORE TAKEN ARE REVIEWED ON AN INDIVIDUAL BASIS FOR THICKNESS AND DENSITY. THICKNESS AND DENSITY AVERAGES WILL NOT BE ACCEPTED. NO UNDER TOLERANCE FOR THE THICKNESS OF EACH ASPHALT CORE WILL BE ALLOWED. PUBLIC WORKS DEPARTMENT CITY OF CAPE CANAVERAL 601 THURM BLVD., CAPE CANAVERAL, FL 32920 Ph. (321) 868-1240, Fx. (321) 868-1233 FOR SUPERPAVE (SP) ASPHALT AS SPECIFIED IN THE 2010 FDOT STANDARD SPECIFICATION: 1. THE CONTRACTOR SHALL PROVIDE AN FDOT APPROVED DESIGN MIX, APPROVED BY THE ENGINEER OF RECORD FOR THE PROJECT, TO PUBLIC WORKS ENGINEERING FIVE BUSINESS DAYS PRIOR TO PAVING. THE MIX DESIGN SHALL MEET FDOT MINIMUM REQUIREMENTS AS OUTLINED IN SECTION 334-2&334-3 (2010). DESIGN MIXES BY FDOT CERTIFIED MIX DESIGNERS THAT ARE NOT FDOT APPROVED WILL NOT BE ACCEPTED. 2. THE CONTRACTOR SHALL PROVIDE GRADATION AND BINDER CONTENT TESTING IN ACCORDANCE WITH SECTION 334-5. (2010) HOWEVER, THE SAMPLE(S) MAY BE TAKEN AT THE PROJECT LOCATION IN LIEU OF AT THE ASPHALT PLANT AS SPECIFIED. RESULTS MUST BE PROVIDED TO THE COUNTY WITHIN ONE WEEK AFTER THE COMPLETION OF PAVING. 3. THE CONTRACTOR SHALL PROVIDE QUALITY CONTROL, DENSITY, AND THICKNESS TESTING IN ACCORDANCE WITH SECTIONS 334-3,3334-4, 334-5, AND 334-5.2.3 (2010). 4. ASPHALT TESTING RESULTS FOR EACH CORE TAKEN ARE REVIEWED ON AN INDIVIDUAL BASIS FOR THICKNESS AND DENSITY. THICKNESS AND DENSITY AVERAGES, AS NOTED IN TABLE 334-5, NOTE 2, OF SECTION 334-5 (2010) WILL NOT BE ACCEPTED. NO UNDER TOLERANCE FOR THE THICKNESS OF EACH ASPHALT CORE WILL BE ALLOWED. 5. PAVEMENT SURFACE SHALL MEET ALL REQUIREMENTS SPECIFIED IN SECTION 330-12 (2010). 6. THE CONTRACTOR SHALL PROVIDE QUALITY CONTROL SURFACE TOLERANCE TESTING FOR ROADWAYS WITH DESIGN SPEEDS OF 35 MPH OR GREATER IN ACCORDANCE WITH 330-12 (2010). FOR FRICTION COURSE FC -5 AS SPECIFIED IN THE 2010 FDOT STANDARD SPECIFICATION: 1. THE CONTRACTOR SHALL PROVIDE PROVIDE AN FDOT APPROVED DESIGN MIX, APPROVED BY THE ENGINEER OF RECORD FOR THE PROJECT, TO PUBLIC WORKS ENGINEERING FIVE BUSINESS DAYS PRIOR TO PAVING. THE MIX DESIGN SHALL MEET FDOT MINIMUM REQUIREMENTS AS OUTLINED IN SECTION 337-4 (2010). DESIGN MIXES BY FDOT CERTIFIED MIX DESIGNERS THAT ARE NOT FDOT APPROVED WILL NOT BE ACCEPTED. 2. THE CONTRACTOR SHALL PROVIDE GRADATION AND BINDER CONTENT TESTING IN ACCORDANCE WITH SECTION 337-5 & 337-6 (2010). THE SAMPLE(S) MAY BE TAKEN AT THE PROJECT LOCATION IN LIEU OF AT THE ASPHALT PLANT AS SPECIFIED. RESULTS MUST BE PROVIDED TO THE COUNTY WITHIN ONE WEEK AFTER THE COMPLETION OF PAVING. 3. PAVEMENT SURFACE SHALL MEET ALL REQUIREMENTS SPECIFIED IN SECTION 330-12 (2010). 4. QUALITY CONTROL CORE BORINGS SHALL BE OBTAINED FOR THICKNESS TESTING USING SECTION 334-5.2.3 (2010). 5. THE CONTRACTOR SHALL PROVIDE QUALITY CONTROL SURFACE TOLERANCE TESTING FOR ROADWAYS WITH DESIGN SPEEDS OF 35 MPH OR GREATER IN ACCORDANCE WITH SECTION 330-12 (2010). FOR SUPERPAVE FRICTION COURSES FC -9.5 & FC -12.5 AS SPECIFIED IN THE 2010 FDOT STANDARD SPECIFICATIONS: 1. THE CONTRACTOR SHALL PROVIDE AN FDOT APPROVED DESIGN MIX, APPROVED BY THE ENGINEER OF RECORD FOR THE PROJECT, TO PUBLIC WORKS ENGINEERING FIVE BUSINESS DAYS PRIOR TO PAVING. THE MIX DESIGN SHALL MEET FDOT MINIMUM REQUIREMENTS AS OUTLINED IN SECTION 337-4 (2010). DESIGN MIXES BY FDOT CERTIFIED MIX DESIGNERS THAT ARE NOT FDOT APPROVED WILL NOT BE ACCEPTED. 2. THE CONTRACTOR SHALL PROVIDE GRADATION AND BINDER CONTENT TESTING IN ACCORDANCE WITH SECTION 337-5 & 337-6 (2010). THE SAMPLE(S) MAY BE TAKEN AT THE PROJECT LOCATION IN LIEU OF AT THE ,ASPHALT PLANT, AS SPECIFIED. RESULTS MUST BE PROVIDED TO THE COUNTY WITHIN ONE WEEK AFTER THE COMPLETION OF PAVING. 3. THE CONTRACTOR SHALL PROVIDE QUALITY CONTROL, DENSITY, AND THICKNESS TESTING IN ACCORDANCE WITH SECTIONS 337-1, 337-3, 337-4, 337-6, 337-8, AND 334-5.2.3 (2010). 4. ASPHALT TESTING RESULTS FOR EACH CORE TAKEN ARE REVIEWED ON AN INDIVIDUAL BASIS FOR THICKNESS AND DENSITY. THICKNESS AND DENSITY AVERAGES, AS NOTED IN TABLE 334-5, NOTE 2, OF SECTION 334-5 (2010) WILL NOT ACCEPTED. NO UNDER TOLERANCE FOR THE THICKNESS OF EACH ASPHALT CORE WILL BE ALLOWED. 5. PAVEMENT SURFACE SHALL MEET ALL REQUIREMENTS SPECIFIED IN SECTION 330-12 (2010). 6. THE CONTRACTOR SHALL PROVIDE QUALITY CONTROL SURFACE TOLERANCE TESTING FOR ROADWAYS WITH DESIGN SPEEDS OF 35 MPH OR GREATER IN ACCORDANCE WITH 330-12 (2010). 1. ALL CONSTRUCTION SHALL COMPLY WITH FDOT DESIGN STANDARDS (LATEST EDITION), FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION), AND CAPE CANAVERAL STANDARDS. 2. PRIOR TO START OF CONSTRUCTION, THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING STRUCTURAL ENGINEERING DRAWINGS (SIGNED & SEALED BY A PROFESSIONAL ENGINEER LICENSED & REGISTERED IN THE STATE OF FLORIDA) FOR ALL COMPONENTS OF THE CONCRETE BOX CULVERTS, INCLUDING WING°AfALLS, TOE SLAB & CUTOFF WALLS, AND HEADWALLS. THE DRAWINGS SHALL INCLUDE QUANTITIES TABULATIONS FOR CLASS IV CONCRETE (CUBIC YARDS), AND REINFORCING STEEL (POUNDS). THE DESIGN MUST BE BASED ON FDOT'S LOAD & RESISTANCE FACTOR DESIGN (LRFD) PROGRAM. SEPARATE DRAWINGS ARE REQUIRED FOR ALL WINGWALLS, TOE SLABS & CUTOFF WALLS, AND HEADWALLS, WHICH MUST BE CAST -IN-PLACE PER FDOT SPECIFICATIONS. 3. ALL BOX CULVERT MATERIALS THAT ARE TO BE INSTALLED UNDER ROADWAYS AND/OR DRIVEWAYS ARE TO BE DELIVERED TO SITE (AND PASS INITIAL INSPECTIONS) PRIOR TO START OF DEMOLITION OF EXISTING SYSTEM. 4. CONCRETE (PRECAST OR CAST -IN-PLACE) REQUIREMENTS: CLASS IV (5500 PSI). 5. REINFORCING STEEL REQUIREMENTS: ASTM A615 GRADE 60 DEFORMED BAR UNLESS OTHERWISE NOTED, WITH A MINIMUM CLEARANCE OF 3" (THREE INCHES), UNLESS OTHERWISE SHOWN. EQUAL AREA SUBSTITUTION OF WELDED WIRE (WWR) REINFORCEMENT IS PERMITTED. 6. REFER TO FDOT INDEX 292 FOR PRECAST CONCRETE BOX CULVERT SLAB & WALL THICKNESSES, REINFORCEMENT AREAS, GENERAL NOTES SHEET 2 OF 14 AND WELDED WIRE REINFORCEMENT BENDING DIAGRAMS SHEET 14 OF 14). 7. REFER TO FDOT INDEX 289 FOR CONCRETE BOX CULVERT DETAILS RELATED TO LRFD. 8. REFER TO FDOT INDEX 291 FOR SUPPLEMENTAL DETAILS FOR PRECAST CONCRETE BOX CULVERTS. 9. IF REQUIRED, BY-PASS PUMPING AND/OR PIPING SHALL BE APPROVED BY CAPE CANAVERAL PUBLIC WORKS PRIOR TO THE START OF CONSTRUCTION. CAPE i CANAVERAL A _- !.# ;i B ,_ it WORKS .;, R STANDARD D_ ! ' - z 0 _N uJ z DAVID T. MENZEL r1_ opq,§30 n C�i L This drawing is the property of 1. MOT PLAN REVIEW: A PROJECT -SPECIFIC MAINTENANCE OF TRAFFIC (MOT) PLAN OR ROADWAY CLOSURE MOT/DETOUR PLAN MUST BE and is not to be reproduced in whole or in SUBMITTED TO CITY TRAFFIC OPERATIONS (321-633-2077) FOR APPROVAL A MINIMUM OF TWO (2) WEEKS PRIOR TO START OF and is to be returned upon request. CONSTRUCTION. THE MOT PLAN SHALL BE IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND FDOT o STANDARD INDEX 600 SERIES,(LATEST EDITIONS). PORTABLE CHANGEABLE MESSAGE SIGNS (PCMS OR VMS) MAY BE REQUIRED TO SUPPLEMENT THE STANDARD MOT SIGNAGE. 0 2. v 2. ROAD CLOSURES: THE CONTRACTOR SHALL NOTIFY CITY TRAFFIC OPERATIONS (321-633-2077) A MINIMUM OF TWO (2) WEEKS IN ADVANCE U OF THE PROPOSED START DATE OF CONSTRUCTION WITHIN THE RIGHT-OF-WAY, FOR EACH PHASE OF CONSTRUCTION, IF APPLICABLE. ;, CONSTRUCTION SHALL NOT BEGIN UNTIL THE MOT PLAN IS APPROVED AND NOTIFICATIONS HAVE BEEN SENT TO AFFECTED AGENCIES. 3 CERTAIN LOCATIONS MAY REQUIRE WORK IN THE RIGHT-OF-WAY TO BE PERFORMED AT NIGHT ONLY. 0 o s, x - - .Y : 11111 3. LANE CLOSURES: THE CONTRACTOR SHALL NOTIFY CITY TRAFFIC OPERATIONS A MINIMUM OF ONE (1) WEEK IN ADVANCE OF THE PROPOSED START DATE OF CONSTRUCTION WITHIN THE RIGHT-OF-WAY. CONSTRUCTION SHALL NOT BEGIN UNTIL THE MOT PLAN IS APPROVED AND NOTIFICATIONS HAVE BEEN SENT TO AFFECTED AGENCIES. NO LANE CLOSURES WILL BE PERMITTED DURING PEAK HOUR TRAFFIC VOLUMES. 4. ALL TRAFFIC CONTROL DEVICES SHALL MEET THE REQUIREMENTS OF THE MUTCD FOR STREETS AND HIGHWAYS, FDOT STANDARDS (LATEST EDITIONS). 1. ALL DRAINAGE SYSTEM CONSTRUCTION SHALL CONFORM TO FDOT STANDARD SPECIFICATIONS AND FDOT DESIGN STANDARDS,( LATEST EDITIONS). 2. ALL RETICULINE STEEL GRATES SHALL BE HOT DIPPED GALVANIZED AND HAVE A TRAFFIC BEARING H-20 LOAD RATING. 3. ALL GRATES UTILIZED WITHIN THE COUNTY RIGHT-OF-WAY SHALL BE TRAFFIC BEARING H-20 LOADING. 4. ALL STORMWATER PIPING WITHIN THE ROAD RIGHT-OF-WAY, REGARDLESS OF PUBLIC OR PRIVATE, OR STORMWATER PIPING THAT CONVEYS STORMWATER UNDER THE ROADWAY BETWEEN STORMWATER TREATMENT PONDS, SHALL BE INSPECTED PER SECTIONS 430-4.8,430-4.8.1, AND 430-4.8.2 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,( LATEST EDITION). A COPY OF THE PIPE VIDEO SHALL BE PROVIDED TO THE CITY AS PART OF THE SUBMITTAL OF THE CERTIFICATION OF COMPLETION REQUEST FOR FINAL INSPECTION. THE CITY SHALL BE NOTIFIED ONE WEEK PRIOR TO THE START OF THE PIPE VIDEO INSPECTION PROCESS. 5. ALL OPEN CUTS SHALL CONFORM TO LAND DEVELOPMENT EXHIBIT #25. FOR ALL OPEN CUTS, THE FLOWABLE FILL AND TEMPORARY ASPHALT SHALL BE INSTALLED WITHIN TWO (2) DAYS OF THE EXCAVATION (UNLESS OTHERWISE APPROVED IN WRITING BY CITY OF CAPE CANAVERAL PUBLIC WORKS). PERMANENT ASPHALT INCLUDING MILLING AND RESURFACING, IF NEEDED, SHALL BE COMPLETED WITHIN THIRTY (30) DAYS OF EXCAVATION. 6. THE CONTRACTOR SHALL REMOVE THE SHOULDER OF THE ROADWAY TO A POINT WHERE THE BASE MATERIAL OF THE EXISTING ROADWAY MEETS THE MINIMUM THICKNESS OF THE PROPOSED ROADWAY/COMMERCIAL DRIVEWAY CONNECTION. 1. ALL DRIVEWAYS SHALL BE CONSTRUCTED PER FDOT INDEX 515 EXHIBIT UNLESS OTHERWISE NOTED. 2. ALL CONCRETE SHALL MEET FDOT DESIGN MIX AND SPECIFICATIONS. CURING METHOD SHALL BE IN ACCORDANCE WITH THE FDOT SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,( LATEST EDITION). 3. ALL SIDEWALKS WITHIN THE RIGHT-OF-WAY OR WITHIN A PUBLIC SIDEWALK EASEMENT SHALL BE CONSTRUCTED OF 6 -INCH THICK, 3000 -PSI CONCRETE WITH FIBER MESH REINFORCEMENT. CONCRETE SIDEWALKS (OR PEDWAYS) AND CONCRETE DRIVEWAY APRONS SHALL BE CONSTRUCTED OVER SOILS COMPACTED TO 98% DENSITY, OF AASHTO T -180. SHOULD EXISTING SOILS BE FOUND UNSUITABLE FOR COMPACTION, ADDITIONAL COMPATIBLE MATERIALS SHALL BE BROUGHT TO THE SITE FOR USE AS SUBGRADE. ALTERNATE METHODS OF COMPACTION MAY BE REQUIRED TO AVOID DAMAGE TO SURROUNDING PROPERTIES. 4. CONSTRUCT SIDEWALK JOINTS PURSUANT TO FDOT INDEX 310 (LATEST EDITION). EXPANSION JOINTS SHALL BE EVERY 50 FEET, AND BETWEEN NEW AND OLD CONCRETE. 5. TWO BY FOUR FORM BOARDS SHALL NOT BE USED FOR SIDEWALK/DRIVEWAY CONSTRUCTION. FORM BOARDS SHALL MATCH PROPOSED CONCRETE THICKNESS. SLIP FORMS SHALL NOT BE USED FOR SIDEWALK CONSTRUCTION. FIXED FORMWORK SHALL BE REQUIRED PER FDOT INDEX 300. 6. THE CONTRACTOR SHALL PROVIDE A 3 -FOOT CURB TRANSITION AT ALL CURB TERMINATIONS. 7. ALL SIDEWALK AND ACCESS RAMP CONSTRUCTION SHALT- COMPLY WITH THE DEPARTMENT OF JUSTICE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN, FDOT DESIGN STANDARDS (LATEST EDITION), AND STATE OF FLORIDA ACCESSIBILITY REQUIREMENTS. riwalol•, THE FOLLOWING TESTING REQUIREMENTS APPLY TO: a. ALL PUBLIC AND PRIVATE SUBDIVISION PROJECTS PERMITTED THROUGH CAPE CANAVERAL PLANNING AND DEVELOPMENT; b. ALL SITE PLAN PROJECTS PERMITTED THROUGH CAPE CANAVERAL PLANNING AND DEVELOPMENT REQUIRING WORK IN THE RIGHT-OF-WAY; c. ALL PROJECTS PERMITTED THROUGH CAPE CANAVERAL PUBLIC WORKS FOR WORK WITHIN THE RIGHT-OF-WAY. SECTIONS WITHIN THE FDOT STANDARD SPECIFICATIONS LIMITING TESTING REQUIREMENTS BASED ON LOT SIZE, SUB -LOT SIZE, TONNAGE, MINIMUM THICKNESS, OR SPREAD RATE WILL NOT APPLY TO THE PROJECTS LISTED ABOVE. AT A MINIMUM, ONE SET OF TESTS WILL BE REQUIRED FOR ALL PAVING PROJECTS LARGER THAN 50 TONS TOTAL AND ADDITIONAL TESTING MAY BE REQUIRED ON A CASE BY CASE EVALUATION OF THE PROJECT. TESTING REQUIREMENTS AT THE ASPHALT PLANT WILL NOT APPLY. FOR S -TYPE ASPHALT AS SPECIFIED IN THE 2000-2004 FDOT STANDARD SPECIFICATION: 1. THE CONTRACTOR SHALL PROVIDE A DESIGN MIX SIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA AND APPROVED BY THE ENGINEER OF RECORD FOR THE PROJECT TO PUBLIC WORKS ENGINEERING FIVE BUSINESS DAYS PRIOR TO PAVING. THE MIX DESIGN SHALL MEET FDOT MINIMUM REQUIREMENTS AS OUTLINED IN SECTION 331-4 (2000). DESIGN MIXES BY FDOT CERTIFIED MIX DESIGNERS WILL NOT BE ACCEPTED. 2. THE CONTRACTOR SHALL PROVIDE EXTRACTION/GRADATION TESTS IN ACCORDANCE WITH SECTION 331-4.4.2 (2000). 3. THE CONTRACTOR SHALL PROVIDE MARSHALL STABILITY TESTING IN ACCORDANCE WITH SECTION 331-5.5.1 (2000). 4. PAVEMENT SURFACE SHALL MEET ALL REQUIREMENTS SPECIFIED IN SECTION 330-13 (2000). 5. THE CONTRACTOR SHALL PROVIDE SURFACE TOLERANCE TESTING FOR ROADWAYS WITH DESIGN SPEEDS OF 35 MPH OR GREATER IN ACCORDANCE WITH SECTION 330-13.3 (2000). 6. QUALITY CONTROL CORE BORINGS SHALL BE OBTAINED FOR THICKNESS PER SECTION 330-2.2 ROADWAY, (2004) AND DENSITY PER SECTION 330-11, TABLE 330-3 (2000). 7. ASPHALT TEST RESULTS FOR EACH CORE TAKEN ARE REVIEWED ON AN INDIVIDUAL BASIS FOR THICKNESS AND DENSITY. THICKNESS AND DENSITY AVERAGES WILL NOT BE ACCEPTED. NO UNDER TOLERANCE FOR THE THICKNESS OF EACH ASPHALT CORE WILL BE ALLOWED. PUBLIC WORKS DEPARTMENT CITY OF CAPE CANAVERAL 601 THURM BLVD., CAPE CANAVERAL, FL 32920 Ph. (321) 868-1240, Fx. (321) 868-1233 FOR SUPERPAVE (SP) ASPHALT AS SPECIFIED IN THE 2010 FDOT STANDARD SPECIFICATION: 1. THE CONTRACTOR SHALL PROVIDE AN FDOT APPROVED DESIGN MIX, APPROVED BY THE ENGINEER OF RECORD FOR THE PROJECT, TO PUBLIC WORKS ENGINEERING FIVE BUSINESS DAYS PRIOR TO PAVING. THE MIX DESIGN SHALL MEET FDOT MINIMUM REQUIREMENTS AS OUTLINED IN SECTION 334-2&334-3 (2010). DESIGN MIXES BY FDOT CERTIFIED MIX DESIGNERS THAT ARE NOT FDOT APPROVED WILL NOT BE ACCEPTED. 2. THE CONTRACTOR SHALL PROVIDE GRADATION AND BINDER CONTENT TESTING IN ACCORDANCE WITH SECTION 334-5. (2010) HOWEVER, THE SAMPLE(S) MAY BE TAKEN AT THE PROJECT LOCATION IN LIEU OF AT THE ASPHALT PLANT AS SPECIFIED. RESULTS MUST BE PROVIDED TO THE COUNTY WITHIN ONE WEEK AFTER THE COMPLETION OF PAVING. 3. THE CONTRACTOR SHALL PROVIDE QUALITY CONTROL, DENSITY, AND THICKNESS TESTING IN ACCORDANCE WITH SECTIONS 334-3,3334-4, 334-5, AND 334-5.2.3 (2010). 4. ASPHALT TESTING RESULTS FOR EACH CORE TAKEN ARE REVIEWED ON AN INDIVIDUAL BASIS FOR THICKNESS AND DENSITY. THICKNESS AND DENSITY AVERAGES, AS NOTED IN TABLE 334-5, NOTE 2, OF SECTION 334-5 (2010) WILL NOT BE ACCEPTED. NO UNDER TOLERANCE FOR THE THICKNESS OF EACH ASPHALT CORE WILL BE ALLOWED. 5. PAVEMENT SURFACE SHALL MEET ALL REQUIREMENTS SPECIFIED IN SECTION 330-12 (2010). 6. THE CONTRACTOR SHALL PROVIDE QUALITY CONTROL SURFACE TOLERANCE TESTING FOR ROADWAYS WITH DESIGN SPEEDS OF 35 MPH OR GREATER IN ACCORDANCE WITH 330-12 (2010). FOR FRICTION COURSE FC -5 AS SPECIFIED IN THE 2010 FDOT STANDARD SPECIFICATION: 1. THE CONTRACTOR SHALL PROVIDE PROVIDE AN FDOT APPROVED DESIGN MIX, APPROVED BY THE ENGINEER OF RECORD FOR THE PROJECT, TO PUBLIC WORKS ENGINEERING FIVE BUSINESS DAYS PRIOR TO PAVING. THE MIX DESIGN SHALL MEET FDOT MINIMUM REQUIREMENTS AS OUTLINED IN SECTION 337-4 (2010). DESIGN MIXES BY FDOT CERTIFIED MIX DESIGNERS THAT ARE NOT FDOT APPROVED WILL NOT BE ACCEPTED. 2. THE CONTRACTOR SHALL PROVIDE GRADATION AND BINDER CONTENT TESTING IN ACCORDANCE WITH SECTION 337-5 & 337-6 (2010). THE SAMPLE(S) MAY BE TAKEN AT THE PROJECT LOCATION IN LIEU OF AT THE ASPHALT PLANT AS SPECIFIED. RESULTS MUST BE PROVIDED TO THE COUNTY WITHIN ONE WEEK AFTER THE COMPLETION OF PAVING. 3. PAVEMENT SURFACE SHALL MEET ALL REQUIREMENTS SPECIFIED IN SECTION 330-12 (2010). 4. QUALITY CONTROL CORE BORINGS SHALL BE OBTAINED FOR THICKNESS TESTING USING SECTION 334-5.2.3 (2010). 5. THE CONTRACTOR SHALL PROVIDE QUALITY CONTROL SURFACE TOLERANCE TESTING FOR ROADWAYS WITH DESIGN SPEEDS OF 35 MPH OR GREATER IN ACCORDANCE WITH SECTION 330-12 (2010). FOR SUPERPAVE FRICTION COURSES FC -9.5 & FC -12.5 AS SPECIFIED IN THE 2010 FDOT STANDARD SPECIFICATIONS: 1. THE CONTRACTOR SHALL PROVIDE AN FDOT APPROVED DESIGN MIX, APPROVED BY THE ENGINEER OF RECORD FOR THE PROJECT, TO PUBLIC WORKS ENGINEERING FIVE BUSINESS DAYS PRIOR TO PAVING. THE MIX DESIGN SHALL MEET FDOT MINIMUM REQUIREMENTS AS OUTLINED IN SECTION 337-4 (2010). DESIGN MIXES BY FDOT CERTIFIED MIX DESIGNERS THAT ARE NOT FDOT APPROVED WILL NOT BE ACCEPTED. 2. THE CONTRACTOR SHALL PROVIDE GRADATION AND BINDER CONTENT TESTING IN ACCORDANCE WITH SECTION 337-5 & 337-6 (2010). THE SAMPLE(S) MAY BE TAKEN AT THE PROJECT LOCATION IN LIEU OF AT THE ,ASPHALT PLANT, AS SPECIFIED. RESULTS MUST BE PROVIDED TO THE COUNTY WITHIN ONE WEEK AFTER THE COMPLETION OF PAVING. 3. THE CONTRACTOR SHALL PROVIDE QUALITY CONTROL, DENSITY, AND THICKNESS TESTING IN ACCORDANCE WITH SECTIONS 337-1, 337-3, 337-4, 337-6, 337-8, AND 334-5.2.3 (2010). 4. ASPHALT TESTING RESULTS FOR EACH CORE TAKEN ARE REVIEWED ON AN INDIVIDUAL BASIS FOR THICKNESS AND DENSITY. THICKNESS AND DENSITY AVERAGES, AS NOTED IN TABLE 334-5, NOTE 2, OF SECTION 334-5 (2010) WILL NOT ACCEPTED. NO UNDER TOLERANCE FOR THE THICKNESS OF EACH ASPHALT CORE WILL BE ALLOWED. 5. PAVEMENT SURFACE SHALL MEET ALL REQUIREMENTS SPECIFIED IN SECTION 330-12 (2010). 6. THE CONTRACTOR SHALL PROVIDE QUALITY CONTROL SURFACE TOLERANCE TESTING FOR ROADWAYS WITH DESIGN SPEEDS OF 35 MPH OR GREATER IN ACCORDANCE WITH 330-12 (2010). 1. ALL CONSTRUCTION SHALL COMPLY WITH FDOT DESIGN STANDARDS (LATEST EDITION), FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION), AND CAPE CANAVERAL STANDARDS. 2. PRIOR TO START OF CONSTRUCTION, THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING STRUCTURAL ENGINEERING DRAWINGS (SIGNED & SEALED BY A PROFESSIONAL ENGINEER LICENSED & REGISTERED IN THE STATE OF FLORIDA) FOR ALL COMPONENTS OF THE CONCRETE BOX CULVERTS, INCLUDING WING°AfALLS, TOE SLAB & CUTOFF WALLS, AND HEADWALLS. THE DRAWINGS SHALL INCLUDE QUANTITIES TABULATIONS FOR CLASS IV CONCRETE (CUBIC YARDS), AND REINFORCING STEEL (POUNDS). THE DESIGN MUST BE BASED ON FDOT'S LOAD & RESISTANCE FACTOR DESIGN (LRFD) PROGRAM. SEPARATE DRAWINGS ARE REQUIRED FOR ALL WINGWALLS, TOE SLABS & CUTOFF WALLS, AND HEADWALLS, WHICH MUST BE CAST -IN-PLACE PER FDOT SPECIFICATIONS. 3. ALL BOX CULVERT MATERIALS THAT ARE TO BE INSTALLED UNDER ROADWAYS AND/OR DRIVEWAYS ARE TO BE DELIVERED TO SITE (AND PASS INITIAL INSPECTIONS) PRIOR TO START OF DEMOLITION OF EXISTING SYSTEM. 4. CONCRETE (PRECAST OR CAST -IN-PLACE) REQUIREMENTS: CLASS IV (5500 PSI). 5. REINFORCING STEEL REQUIREMENTS: ASTM A615 GRADE 60 DEFORMED BAR UNLESS OTHERWISE NOTED, WITH A MINIMUM CLEARANCE OF 3" (THREE INCHES), UNLESS OTHERWISE SHOWN. EQUAL AREA SUBSTITUTION OF WELDED WIRE (WWR) REINFORCEMENT IS PERMITTED. 6. REFER TO FDOT INDEX 292 FOR PRECAST CONCRETE BOX CULVERT SLAB & WALL THICKNESSES, REINFORCEMENT AREAS, GENERAL NOTES SHEET 2 OF 14 AND WELDED WIRE REINFORCEMENT BENDING DIAGRAMS SHEET 14 OF 14). 7. REFER TO FDOT INDEX 289 FOR CONCRETE BOX CULVERT DETAILS RELATED TO LRFD. 8. REFER TO FDOT INDEX 291 FOR SUPPLEMENTAL DETAILS FOR PRECAST CONCRETE BOX CULVERTS. 9. IF REQUIRED, BY-PASS PUMPING AND/OR PIPING SHALL BE APPROVED BY CAPE CANAVERAL PUBLIC WORKS PRIOR TO THE START OF CONSTRUCTION. CAPE i CANAVERAL A _- !.# ;i B ,_ it WORKS .;, R STANDARD D_ ! ' - z 0 _N uJ z DAVID T. MENZEL r1_ opq,§30 n C�i L This drawing is the property of MAI DESIGN BUILD, LLC. and is not to be reproduced in whole or in DATE: and is to be returned upon request. COPYRIGHT © 2016 LIJ Ln 2. U o 3. U 4. V) Y u N V) LLJ 0LA CL In W a Lnm 0 LTJ w CL z v 0 U (, 2 L a o s, x - - .Y : 11111 3. LANE CLOSURES: THE CONTRACTOR SHALL NOTIFY CITY TRAFFIC OPERATIONS A MINIMUM OF ONE (1) WEEK IN ADVANCE OF THE PROPOSED START DATE OF CONSTRUCTION WITHIN THE RIGHT-OF-WAY. CONSTRUCTION SHALL NOT BEGIN UNTIL THE MOT PLAN IS APPROVED AND NOTIFICATIONS HAVE BEEN SENT TO AFFECTED AGENCIES. NO LANE CLOSURES WILL BE PERMITTED DURING PEAK HOUR TRAFFIC VOLUMES. 4. ALL TRAFFIC CONTROL DEVICES SHALL MEET THE REQUIREMENTS OF THE MUTCD FOR STREETS AND HIGHWAYS, FDOT STANDARDS (LATEST EDITIONS). 1. ALL DRAINAGE SYSTEM CONSTRUCTION SHALL CONFORM TO FDOT STANDARD SPECIFICATIONS AND FDOT DESIGN STANDARDS,( LATEST EDITIONS). 2. ALL RETICULINE STEEL GRATES SHALL BE HOT DIPPED GALVANIZED AND HAVE A TRAFFIC BEARING H-20 LOAD RATING. 3. ALL GRATES UTILIZED WITHIN THE COUNTY RIGHT-OF-WAY SHALL BE TRAFFIC BEARING H-20 LOADING. 4. ALL STORMWATER PIPING WITHIN THE ROAD RIGHT-OF-WAY, REGARDLESS OF PUBLIC OR PRIVATE, OR STORMWATER PIPING THAT CONVEYS STORMWATER UNDER THE ROADWAY BETWEEN STORMWATER TREATMENT PONDS, SHALL BE INSPECTED PER SECTIONS 430-4.8,430-4.8.1, AND 430-4.8.2 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,( LATEST EDITION). A COPY OF THE PIPE VIDEO SHALL BE PROVIDED TO THE CITY AS PART OF THE SUBMITTAL OF THE CERTIFICATION OF COMPLETION REQUEST FOR FINAL INSPECTION. THE CITY SHALL BE NOTIFIED ONE WEEK PRIOR TO THE START OF THE PIPE VIDEO INSPECTION PROCESS. 5. ALL OPEN CUTS SHALL CONFORM TO LAND DEVELOPMENT EXHIBIT #25. FOR ALL OPEN CUTS, THE FLOWABLE FILL AND TEMPORARY ASPHALT SHALL BE INSTALLED WITHIN TWO (2) DAYS OF THE EXCAVATION (UNLESS OTHERWISE APPROVED IN WRITING BY CITY OF CAPE CANAVERAL PUBLIC WORKS). PERMANENT ASPHALT INCLUDING MILLING AND RESURFACING, IF NEEDED, SHALL BE COMPLETED WITHIN THIRTY (30) DAYS OF EXCAVATION. 6. THE CONTRACTOR SHALL REMOVE THE SHOULDER OF THE ROADWAY TO A POINT WHERE THE BASE MATERIAL OF THE EXISTING ROADWAY MEETS THE MINIMUM THICKNESS OF THE PROPOSED ROADWAY/COMMERCIAL DRIVEWAY CONNECTION. 1. ALL DRIVEWAYS SHALL BE CONSTRUCTED PER FDOT INDEX 515 EXHIBIT UNLESS OTHERWISE NOTED. 2. ALL CONCRETE SHALL MEET FDOT DESIGN MIX AND SPECIFICATIONS. CURING METHOD SHALL BE IN ACCORDANCE WITH THE FDOT SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,( LATEST EDITION). 3. ALL SIDEWALKS WITHIN THE RIGHT-OF-WAY OR WITHIN A PUBLIC SIDEWALK EASEMENT SHALL BE CONSTRUCTED OF 6 -INCH THICK, 3000 -PSI CONCRETE WITH FIBER MESH REINFORCEMENT. CONCRETE SIDEWALKS (OR PEDWAYS) AND CONCRETE DRIVEWAY APRONS SHALL BE CONSTRUCTED OVER SOILS COMPACTED TO 98% DENSITY, OF AASHTO T -180. SHOULD EXISTING SOILS BE FOUND UNSUITABLE FOR COMPACTION, ADDITIONAL COMPATIBLE MATERIALS SHALL BE BROUGHT TO THE SITE FOR USE AS SUBGRADE. ALTERNATE METHODS OF COMPACTION MAY BE REQUIRED TO AVOID DAMAGE TO SURROUNDING PROPERTIES. 4. CONSTRUCT SIDEWALK JOINTS PURSUANT TO FDOT INDEX 310 (LATEST EDITION). EXPANSION JOINTS SHALL BE EVERY 50 FEET, AND BETWEEN NEW AND OLD CONCRETE. 5. TWO BY FOUR FORM BOARDS SHALL NOT BE USED FOR SIDEWALK/DRIVEWAY CONSTRUCTION. FORM BOARDS SHALL MATCH PROPOSED CONCRETE THICKNESS. SLIP FORMS SHALL NOT BE USED FOR SIDEWALK CONSTRUCTION. FIXED FORMWORK SHALL BE REQUIRED PER FDOT INDEX 300. 6. THE CONTRACTOR SHALL PROVIDE A 3 -FOOT CURB TRANSITION AT ALL CURB TERMINATIONS. 7. ALL SIDEWALK AND ACCESS RAMP CONSTRUCTION SHALT- COMPLY WITH THE DEPARTMENT OF JUSTICE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN, FDOT DESIGN STANDARDS (LATEST EDITION), AND STATE OF FLORIDA ACCESSIBILITY REQUIREMENTS. riwalol•, THE FOLLOWING TESTING REQUIREMENTS APPLY TO: a. ALL PUBLIC AND PRIVATE SUBDIVISION PROJECTS PERMITTED THROUGH CAPE CANAVERAL PLANNING AND DEVELOPMENT; b. ALL SITE PLAN PROJECTS PERMITTED THROUGH CAPE CANAVERAL PLANNING AND DEVELOPMENT REQUIRING WORK IN THE RIGHT-OF-WAY; c. ALL PROJECTS PERMITTED THROUGH CAPE CANAVERAL PUBLIC WORKS FOR WORK WITHIN THE RIGHT-OF-WAY. SECTIONS WITHIN THE FDOT STANDARD SPECIFICATIONS LIMITING TESTING REQUIREMENTS BASED ON LOT SIZE, SUB -LOT SIZE, TONNAGE, MINIMUM THICKNESS, OR SPREAD RATE WILL NOT APPLY TO THE PROJECTS LISTED ABOVE. AT A MINIMUM, ONE SET OF TESTS WILL BE REQUIRED FOR ALL PAVING PROJECTS LARGER THAN 50 TONS TOTAL AND ADDITIONAL TESTING MAY BE REQUIRED ON A CASE BY CASE EVALUATION OF THE PROJECT. TESTING REQUIREMENTS AT THE ASPHALT PLANT WILL NOT APPLY. FOR S -TYPE ASPHALT AS SPECIFIED IN THE 2000-2004 FDOT STANDARD SPECIFICATION: 1. THE CONTRACTOR SHALL PROVIDE A DESIGN MIX SIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA AND APPROVED BY THE ENGINEER OF RECORD FOR THE PROJECT TO PUBLIC WORKS ENGINEERING FIVE BUSINESS DAYS PRIOR TO PAVING. THE MIX DESIGN SHALL MEET FDOT MINIMUM REQUIREMENTS AS OUTLINED IN SECTION 331-4 (2000). DESIGN MIXES BY FDOT CERTIFIED MIX DESIGNERS WILL NOT BE ACCEPTED. 2. THE CONTRACTOR SHALL PROVIDE EXTRACTION/GRADATION TESTS IN ACCORDANCE WITH SECTION 331-4.4.2 (2000). 3. THE CONTRACTOR SHALL PROVIDE MARSHALL STABILITY TESTING IN ACCORDANCE WITH SECTION 331-5.5.1 (2000). 4. PAVEMENT SURFACE SHALL MEET ALL REQUIREMENTS SPECIFIED IN SECTION 330-13 (2000). 5. THE CONTRACTOR SHALL PROVIDE SURFACE TOLERANCE TESTING FOR ROADWAYS WITH DESIGN SPEEDS OF 35 MPH OR GREATER IN ACCORDANCE WITH SECTION 330-13.3 (2000). 6. QUALITY CONTROL CORE BORINGS SHALL BE OBTAINED FOR THICKNESS PER SECTION 330-2.2 ROADWAY, (2004) AND DENSITY PER SECTION 330-11, TABLE 330-3 (2000). 7. ASPHALT TEST RESULTS FOR EACH CORE TAKEN ARE REVIEWED ON AN INDIVIDUAL BASIS FOR THICKNESS AND DENSITY. THICKNESS AND DENSITY AVERAGES WILL NOT BE ACCEPTED. NO UNDER TOLERANCE FOR THE THICKNESS OF EACH ASPHALT CORE WILL BE ALLOWED. PUBLIC WORKS DEPARTMENT CITY OF CAPE CANAVERAL 601 THURM BLVD., CAPE CANAVERAL, FL 32920 Ph. (321) 868-1240, Fx. (321) 868-1233 FOR SUPERPAVE (SP) ASPHALT AS SPECIFIED IN THE 2010 FDOT STANDARD SPECIFICATION: 1. THE CONTRACTOR SHALL PROVIDE AN FDOT APPROVED DESIGN MIX, APPROVED BY THE ENGINEER OF RECORD FOR THE PROJECT, TO PUBLIC WORKS ENGINEERING FIVE BUSINESS DAYS PRIOR TO PAVING. THE MIX DESIGN SHALL MEET FDOT MINIMUM REQUIREMENTS AS OUTLINED IN SECTION 334-2&334-3 (2010). DESIGN MIXES BY FDOT CERTIFIED MIX DESIGNERS THAT ARE NOT FDOT APPROVED WILL NOT BE ACCEPTED. 2. THE CONTRACTOR SHALL PROVIDE GRADATION AND BINDER CONTENT TESTING IN ACCORDANCE WITH SECTION 334-5. (2010) HOWEVER, THE SAMPLE(S) MAY BE TAKEN AT THE PROJECT LOCATION IN LIEU OF AT THE ASPHALT PLANT AS SPECIFIED. RESULTS MUST BE PROVIDED TO THE COUNTY WITHIN ONE WEEK AFTER THE COMPLETION OF PAVING. 3. THE CONTRACTOR SHALL PROVIDE QUALITY CONTROL, DENSITY, AND THICKNESS TESTING IN ACCORDANCE WITH SECTIONS 334-3,3334-4, 334-5, AND 334-5.2.3 (2010). 4. ASPHALT TESTING RESULTS FOR EACH CORE TAKEN ARE REVIEWED ON AN INDIVIDUAL BASIS FOR THICKNESS AND DENSITY. THICKNESS AND DENSITY AVERAGES, AS NOTED IN TABLE 334-5, NOTE 2, OF SECTION 334-5 (2010) WILL NOT BE ACCEPTED. NO UNDER TOLERANCE FOR THE THICKNESS OF EACH ASPHALT CORE WILL BE ALLOWED. 5. PAVEMENT SURFACE SHALL MEET ALL REQUIREMENTS SPECIFIED IN SECTION 330-12 (2010). 6. THE CONTRACTOR SHALL PROVIDE QUALITY CONTROL SURFACE TOLERANCE TESTING FOR ROADWAYS WITH DESIGN SPEEDS OF 35 MPH OR GREATER IN ACCORDANCE WITH 330-12 (2010). FOR FRICTION COURSE FC -5 AS SPECIFIED IN THE 2010 FDOT STANDARD SPECIFICATION: 1. THE CONTRACTOR SHALL PROVIDE PROVIDE AN FDOT APPROVED DESIGN MIX, APPROVED BY THE ENGINEER OF RECORD FOR THE PROJECT, TO PUBLIC WORKS ENGINEERING FIVE BUSINESS DAYS PRIOR TO PAVING. THE MIX DESIGN SHALL MEET FDOT MINIMUM REQUIREMENTS AS OUTLINED IN SECTION 337-4 (2010). DESIGN MIXES BY FDOT CERTIFIED MIX DESIGNERS THAT ARE NOT FDOT APPROVED WILL NOT BE ACCEPTED. 2. THE CONTRACTOR SHALL PROVIDE GRADATION AND BINDER CONTENT TESTING IN ACCORDANCE WITH SECTION 337-5 & 337-6 (2010). THE SAMPLE(S) MAY BE TAKEN AT THE PROJECT LOCATION IN LIEU OF AT THE ASPHALT PLANT AS SPECIFIED. RESULTS MUST BE PROVIDED TO THE COUNTY WITHIN ONE WEEK AFTER THE COMPLETION OF PAVING. 3. PAVEMENT SURFACE SHALL MEET ALL REQUIREMENTS SPECIFIED IN SECTION 330-12 (2010). 4. QUALITY CONTROL CORE BORINGS SHALL BE OBTAINED FOR THICKNESS TESTING USING SECTION 334-5.2.3 (2010). 5. THE CONTRACTOR SHALL PROVIDE QUALITY CONTROL SURFACE TOLERANCE TESTING FOR ROADWAYS WITH DESIGN SPEEDS OF 35 MPH OR GREATER IN ACCORDANCE WITH SECTION 330-12 (2010). FOR SUPERPAVE FRICTION COURSES FC -9.5 & FC -12.5 AS SPECIFIED IN THE 2010 FDOT STANDARD SPECIFICATIONS: 1. THE CONTRACTOR SHALL PROVIDE AN FDOT APPROVED DESIGN MIX, APPROVED BY THE ENGINEER OF RECORD FOR THE PROJECT, TO PUBLIC WORKS ENGINEERING FIVE BUSINESS DAYS PRIOR TO PAVING. THE MIX DESIGN SHALL MEET FDOT MINIMUM REQUIREMENTS AS OUTLINED IN SECTION 337-4 (2010). DESIGN MIXES BY FDOT CERTIFIED MIX DESIGNERS THAT ARE NOT FDOT APPROVED WILL NOT BE ACCEPTED. 2. THE CONTRACTOR SHALL PROVIDE GRADATION AND BINDER CONTENT TESTING IN ACCORDANCE WITH SECTION 337-5 & 337-6 (2010). THE SAMPLE(S) MAY BE TAKEN AT THE PROJECT LOCATION IN LIEU OF AT THE ,ASPHALT PLANT, AS SPECIFIED. RESULTS MUST BE PROVIDED TO THE COUNTY WITHIN ONE WEEK AFTER THE COMPLETION OF PAVING. 3. THE CONTRACTOR SHALL PROVIDE QUALITY CONTROL, DENSITY, AND THICKNESS TESTING IN ACCORDANCE WITH SECTIONS 337-1, 337-3, 337-4, 337-6, 337-8, AND 334-5.2.3 (2010). 4. ASPHALT TESTING RESULTS FOR EACH CORE TAKEN ARE REVIEWED ON AN INDIVIDUAL BASIS FOR THICKNESS AND DENSITY. THICKNESS AND DENSITY AVERAGES, AS NOTED IN TABLE 334-5, NOTE 2, OF SECTION 334-5 (2010) WILL NOT ACCEPTED. NO UNDER TOLERANCE FOR THE THICKNESS OF EACH ASPHALT CORE WILL BE ALLOWED. 5. PAVEMENT SURFACE SHALL MEET ALL REQUIREMENTS SPECIFIED IN SECTION 330-12 (2010). 6. THE CONTRACTOR SHALL PROVIDE QUALITY CONTROL SURFACE TOLERANCE TESTING FOR ROADWAYS WITH DESIGN SPEEDS OF 35 MPH OR GREATER IN ACCORDANCE WITH 330-12 (2010). 1. ALL CONSTRUCTION SHALL COMPLY WITH FDOT DESIGN STANDARDS (LATEST EDITION), FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION), AND CAPE CANAVERAL STANDARDS. 2. PRIOR TO START OF CONSTRUCTION, THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING STRUCTURAL ENGINEERING DRAWINGS (SIGNED & SEALED BY A PROFESSIONAL ENGINEER LICENSED & REGISTERED IN THE STATE OF FLORIDA) FOR ALL COMPONENTS OF THE CONCRETE BOX CULVERTS, INCLUDING WING°AfALLS, TOE SLAB & CUTOFF WALLS, AND HEADWALLS. THE DRAWINGS SHALL INCLUDE QUANTITIES TABULATIONS FOR CLASS IV CONCRETE (CUBIC YARDS), AND REINFORCING STEEL (POUNDS). THE DESIGN MUST BE BASED ON FDOT'S LOAD & RESISTANCE FACTOR DESIGN (LRFD) PROGRAM. SEPARATE DRAWINGS ARE REQUIRED FOR ALL WINGWALLS, TOE SLABS & CUTOFF WALLS, AND HEADWALLS, WHICH MUST BE CAST -IN-PLACE PER FDOT SPECIFICATIONS. 3. ALL BOX CULVERT MATERIALS THAT ARE TO BE INSTALLED UNDER ROADWAYS AND/OR DRIVEWAYS ARE TO BE DELIVERED TO SITE (AND PASS INITIAL INSPECTIONS) PRIOR TO START OF DEMOLITION OF EXISTING SYSTEM. 4. CONCRETE (PRECAST OR CAST -IN-PLACE) REQUIREMENTS: CLASS IV (5500 PSI). 5. REINFORCING STEEL REQUIREMENTS: ASTM A615 GRADE 60 DEFORMED BAR UNLESS OTHERWISE NOTED, WITH A MINIMUM CLEARANCE OF 3" (THREE INCHES), UNLESS OTHERWISE SHOWN. EQUAL AREA SUBSTITUTION OF WELDED WIRE (WWR) REINFORCEMENT IS PERMITTED. 6. REFER TO FDOT INDEX 292 FOR PRECAST CONCRETE BOX CULVERT SLAB & WALL THICKNESSES, REINFORCEMENT AREAS, GENERAL NOTES SHEET 2 OF 14 AND WELDED WIRE REINFORCEMENT BENDING DIAGRAMS SHEET 14 OF 14). 7. REFER TO FDOT INDEX 289 FOR CONCRETE BOX CULVERT DETAILS RELATED TO LRFD. 8. REFER TO FDOT INDEX 291 FOR SUPPLEMENTAL DETAILS FOR PRECAST CONCRETE BOX CULVERTS. 9. IF REQUIRED, BY-PASS PUMPING AND/OR PIPING SHALL BE APPROVED BY CAPE CANAVERAL PUBLIC WORKS PRIOR TO THE START OF CONSTRUCTION. CAPE i CANAVERAL A _- !.# ;i B ,_ it WORKS .;, R STANDARD D_ ! ' - z 0 _N uJ z DAVID T. MENZEL r1_ opq,§30 n C�i L This drawing is the property of MAI DESIGN BUILD, LLC. and is not to be reproduced in whole or in part. It is not to be used on any other project and is to be returned upon request. COPYRIGHT © 2016 LIJ Ln 0 o l�.J ® J o u • a U V) LLJ 0LA W a � z t V LTJ w CL z v U a mai DESIGN BUILD 395 STAN DRIVE, SUITE B MELBOURNE, FLORIDA 32904 PHONE: (321) 757-3034 FAX: (321) 757-3088 vveb: www.maidesignbuild.com eriiail:dmenzel@maidesignbuild.com j Gert. of Author. #31547 Date: 1-12-2017 Sheet Scale: AS SHWN C-12 � ,q of Drawn: WAA Checked: DTM Approved: DTM Proj #:2016-035 30" or > PIPE MAY BE PVC PER CITY SPECIFICATIONS 30" TO 24" PIPE TO BE DIP PER CITY SPECIFICATIONS (I DUCTILE IRON WATER OR REUSE MAIN SANITARY HAZARDS (SANITARY SEWER, I FORCE MAIN & STORM SEWER) Fes- 10' 10' -moi SANITARY HAZARD 6' MIN, 12 PREFERRED 3' MIN (SANITARY SEWER, FORCE MAIN, STORM SEWER, 6' MIN RE -USE MAIN RE -USE OR WATER) (10' PREFERRED) 12" MIN 3' MIN 1 10' 10' DUCTILE IRON WATER OR REUSE MAIN (( WATER MAIN VERTICAL CLEARANCE HORIZONTAL CLEARANCE TYPICAL REQUIRE SEPARATION NTS PER FDEP 62-555.314 OA CITY OF COCOA TYPICAL R QUIR D DRAWN BY: J. CHECKED BY: T. TURAMS NER R SCALE SEPTEMBER, 2013 m Brevard County, Florida UTILITIES DEPARTMENT SEPARATION DESIGN BY: SHEET: 1 OF 1 ENGINEERING DIVISION ACAD NAME: TYPICAL REQUIRED SEPARATION THRUST BLOCK NOTES B 1.) WRAP ALL FITTINGS WITH POLYETHYLENE "' °X II FILM BEFORE POURING THRUST BLOCK, MAKING CERTAIN TO KEEP CONCRETE AWAY ( C I FROM ALL BOLTS, GLANDS, AND FLANGES. 2.) THRUST BLOCKS TO BE POURED AGAINST UNDISTURBED EARTH. 3.) REQUIRED VOLUMES OF BEARING AREAS TO REDUCER BEND BE AS SHOWN IN CHART. ADJUSTMENTS, IF NTS NTS NEEDED, WILL BE ALLOWED TO CONFORM TO TEST PRESSURE AND ALLOWABLE SOIL BEARING STRESS AS SHOWN IN SPECIFICATIONS. A• 4.) BEARING AREA FOR TRANSIT BLOCKS ON HORIZONTAL BENDS IS BASED ON A TEST , d . a I I I I I I A PRESSURE OF 150 P.S.I. AND SOIL BEARING •' - STRESS OF 2,000 P.S.F.. THE DEPTH TO THE - THRUST BLOCK BASE TO BE EQUAL TO OR GREATER THAN TWICE THE HEIGHT. (EXAMPLE: IF BLOCK IS 2' THICK, THE BASE IS TO BE NO GREATER THAN 4' BELOW GRADE.) 5.) VERTICAL BEND THRUST BLOCKS TO BE THE 900 ELBOW TEE & PLUG SAME AS HORIZONTAL BENDS. NTS NTS 6.) BEARING AREA OF THRUST BLOCK TO BE NOT LESS THAN ONE SQUARE FOOT. MINIMUM BEARING AREA (SQ. FT.) II it LETTER,PIPE SIZE TRENCH WALL OF UNDISTURBED EARTH IN SQUARE FEET AT 2000 P.S.F. SOIL BEARING CAPACITY. N TS NTS part. It is not to be used on any other project 4 6 12 , 16 20 A 1-1/2- _2_-_3T4 5 7-1/4 _10-_T14 18 27-i 2 B(22-1 2 3/4 1 2 3 4 7 11 B 45° 1 2-1/413-3 4 5-1 2 8 13-3 4 21 C 1 2 1 4 1 7 11-1 /4114-1/2125-1/41 39 THE FIGURES IN THIS TABLE REPRESENT AREA OF CONCRETE BLOCKING AGAINST THE VERTICAL 0C P L U G TE E MAI DESIGN BUILD, LLC. TRENCH WALL OF UNDISTURBED EARTH IN SQUARE FEET AT 2000 P.S.F. SOIL BEARING CAPACITY. N TS NTS part. It is not to be used on any other project OA CITY OF COCOA THRUSTLOCK DRAWN BY: J. WILLIAMS SCALE: t, t. COPYRIGHT (D 2016 an a CHECKED BY: T. TURNER DATE: Brevard County, Florida SEPTEMBER, 2013 UTILITIES DEPARTMENT NOTES DETAILS DESIGN BY: SHEET: c 1 OF 1 ENGINEERING DIVISION ACAD NAME: THRUST BLOCK NOTES & DETAILS RES. SEAT RISING STEM VALVE DOUBLE DETECTOR a ® p CHECK VALVE RES. SEAT RISING STEM VALVE 45' BEND (FL x FL) FLOW ® af 45' BEND (FL x FL) FL x PE DIP NIPPLE ✓T FL x PE DIP NIPPLE FINISHED LLJUJLaLJ GRADE 1' TYP. 24" MIN. 30" MAX. 1' TYP. -- ...Ifs A- d' • dA. 45' BEND 45' BEND (MJ x MJ) CONC. PAD 6" THICK, WIDTH TO BE (MJ x MJ) (W/MEGA DETERMINED BY THE SIZE OF PIPE: (W/MEGA LUGS) (18" ON EITHER SIDE OF PIPE) AND LENGTH LUGS) TO BE DETERMINED BY FIRELINE STATION LENGTH. • C. NOTES: ' C •. as 1. ALTHREAD ROD WILL NOT BE 5. ALL ABOVE GROUND BOLTS AND NUTS DESIGN BUILD FIRELINE D.I. PIPE OR PERMITTED. TO BE 18-8 TYPE 304 STAINLESS STEEL. MELBOURNE, FLORIDA 32904 POINT FDR -14 90' BENDS MAY BE INSTALLED DR -14 PVC 6. CITY OWNS AND MAINTAINS TO BOTTOM FAX: (321) 757-3088 SERVICE IN LIEU OF 45' BENDS IF APPROVED email:dmenzel@maidesignbuild.com BY FIRELINE ENGINEER & CITY OF COCOA. FITTING ON DOWNSTREAM SIDE. Date: 1-12-2017 3. FIRE DEPARTMENT CONNECTIONS (FDC) 7. FOUR TO SIX BOLLARDS MAY BE Scate: AS SHWN WILL NOT BE PERMITTED ON ABOVE REQUIRED, SPACED 18" FROM CENTERLINE. Checked: DTM GROUND PIPING. Proj #:2016-035 8• A FIRELINE CONTRACTOR SHALL BE REQUIRED 4. ASSEMBLY TO BE PAINTED FROM THE FIRELINE POINT OF SERVICE. RUST -O -THANE RED NO. 9405-1611 © REFER TO THRUST BLOCK NOTES & DETAILS. DOUBLE CHECK DETECTOR ASSEMBLY NTS CITY OF COCOA rnr OA ®U L CHECK DRAWN BY: J. WILLIAMS SCALE: Brevard County, Florida CHECKED BY: T. TURNER J DATE: SEPTEMBER, 2013 DESIGN BY: SHEET: 1 OF 1 UTILITIES DEPARTMENTDETECTOR T CTO ASSEMBLY ENGINEERING DIVISION ACAD NAME: DOUBLE CHECK DETECTOR ASSEMBLY BRANCH OF TEE TO BE 3" (WITH BLIND FLANGE) COMPOUND METER AND STRAINER CONTRACTOR TO SUPPLY SPOOL RES. SEAT GATEVALVE PIECE DURING TESTING. SPOOL BACK FLOW PREVENTER PIECE LENGTH TO BE DETERMINED. 2" COPPER RES. SEAT RES. SEAT 2°' COPPER SERVICE LINE W/ GATEVALVE GATEVALVE SERVICE LINE W/ I.P. CURB STOP 90' BEND 90' BEND I.P. CURB STOP (BY-PASS) W/ (FL x FL) (FL x FL) (BY-PASS) W/ BRASS PLUG FLOW FLOW BRASS PLUG FINISHED N FINISHED GRADE REDUCER lI 12" ABOVE (FL x FL) 4" 1 FOOD PLANE RIM GRADE 2" 2" CORP STOP 1111 ER OR FL x PE 6' FL x PE 2" BRASS DIP NIPPLE DIP NIPPLE COPPER OR BRASS 90' BEND CONC. PAD 6" THICK, WIDTH TO BE 90' BEND G MJ x MJ) DETERMINED BY THE SIZE OF PIPE: MJ x MJ) "CORPL0 , WITH MEGA (18" ON EITHER SIDE OF PIPE) AND WITH MEGA LUGS) LENGTH TO BE DETERMINED BY LUGS) FIRELINE STATION LENGTH. NOTE: 1. ASSEMBLY IS TO BE PAINTED 5. 45' BENDS MAY BE USED WHEN PRIOR RUST -O -THANE NO. 9407-1854 (BLUE) APPROVED BY ENGINEER. 2. ALL ABOVE GROUND BOLTS AND 6. ALL FITTINGS ARE RESTRAINED. NUTS TO BE #304 STAINLESS STEEL. 7. IN LIEU OF CONCRETE SUPPORTS, ADJUSTABLE 3. ALTHREAD ROD WILL NOT BE STAINLESS STEEL SUPPORTS ALLOWED. PERMITTED. 8. 2" COPPER SERVICE LINE TO BE INSTALLED 4. 12" MIN. CLEARANCE FROM THE VENT ON THE ON BRASS SADDLE OR WELDED BOSS. BACKFLOW PREVENTER TO THE FLOOD PLANE RIM. 2" BRASS MAY BE USED IN LIEU OF COPPER. 0 REFER TO THRUST BLOCK NOTES & DETAILS. 3" & LARGER METER W/ BACKFLOW PREVENTER ABOVE GROUND INSTALLATION NTS CITY OF COCOA 3 INCH AND LARGER METER DRAWN BY: J. WILLIAMS SCALE: OA Brevard County, Florida WITH BACKFLOW PREVENTER CHECKED BY: T. TURNER DATE: SEPTEMBER, 2013 UTILITIES DEPARTMENT DESIGN BY: SHEET: 1 OF 1 ENGINEERING DIVISION ABOVE GROUND INSTALLATION ACAD NAME: 3 IN AND LARGER METER WITH BACKFLOW 4 a_ TAPPING VALVE 57 STONE ALIGNMENT RING TAPPING SADDLE FLANGE - MECA LUG ,7 12" AND SMALLER P.V.C. OR _ --- D.I.P. FULL BODY MJ SADDLES ON AC PIPE ARE TO BE STAINLESS STEEL JCM 432 OR APPROVED EQUAL. TAPPING SADDII. E AND VALVE NTS CITY OF COCOA DRAWN BY: J. WILLIAMS SCALE: OA CHECKED BY: T. TURNER DATE: SEPTEMBER, 2013 Brevard County, Florida TAPPING SADDLE AND VALVE UTILITIES DEPARTMENT DESIGN BY: SHEET: 1 OF 1 ENGINEERING DIVISION ACAD NAME: TAPPING SADDLE AND VALVE RES. SEAT RISING STEM VALVE 0��II11 24" MIN. 0��----77A11 FL x PE DIP NIPPLE � � 30" MAX. FLOW FINISHED GRADE d I1' TYP. MJ 90'S W/ EGA LUGS MJ 90'S W MEGA LUGS .o e a, $d D.I. PIPE OR FIRELINE DR -14 PVC POINT OF SERVICE NOTES: 1. ALTHREAD ROD WILL NOT BE 5. CITY OWNS AND MAINTAINS TO BOTTOM PERMITTED. FITTING ON DOWNSTREAM SIDE. 2. FIRE DEPARTMENT CONNECTIONS (FDC) 6. FOUR TO SIX BOLLARDS MAY BE WILL NOT BE PERMITTED ON ABOVE REQUIRED, SPACED 18" FROM CENTERLINE. GROUND PIPING. 7. A FIRELINE CONTRACTOR SHALL BE REQUIRED 3. ASSEMBLY TO BE PAINTED FROM THE FIRELINE POINT OF SERVICE. RUST -O -THANE RED NO. 9405-1611 4. ALL ABOVE GROUND BOLTS AND NUTS © REFER TO THRUST BLOCK NOTES & DETAILS. TO BE 18-8 TYPE 304 STAINLESS STEEL. DRAWN BY: . WILLIAMS SCAL: OA CITY OF COCOA "N„ PATTERN DOUBLE CH CK CHECKED YJ T. TURNER DATES SEPTEMBER, 2013 `m Brevard County, Florida fl �/ UTILITIES DEPARTMENT DETECTOR ASSEMBLY I DESIGN BY: SHEET: 10F1 ENGINEERING DIVISION ACAD NAME: N PATTERN DOUBLE CHECK DETECTOR ASSEMBLY k j j NEW OR EXISTING 5.25" - NEW OR EXISTING ASTM A36 -.375" STEEL PIN SHAFT VALVE BOX, BLAALN MAIN VALVE AT EACH END -SPOT WELDED PART NO. DUCTILE IRON PART 3334-D N0. 'dB18-D - - GRJDE--/ 5.25" DIA - - CONTINUOUS .50" R I 1 FT. MIN. WELDS TYPICAL WELDED l 1.5' FT. MAX. DUCTILE IRON PART NO. V617 -D FOUR .375"-16x .875" SQUARE HEAD CASE HARDENED ANSI B18,6.2 SET SCREWS STEEL ALIGNMENT A @WASHER ASTM A36 I I _ I I 2" 4.25» 2„ I I 1 I DIA_ DIA ( L J -- _ t_ - - I X2.13" O 1.25" DIA ASTM A108 - 3 COLD ROLLED STEEL ROD j 2.50" 2" 6S� 2.13' 2" lI SQ -.50" 375"t.25» „ h 3.25" SQ O ------ CAN BE SUPPLIED ANY LENGTH - ---------- NOTE: I BETWEEN 1'--0" AND 20'-0" 1. DUCTILE PARTS ARE TYPE 810-60-03 80/100,000 PSI TENSILE - ASTM A536 2. ASSEMBLY TO RECEIVE TWO COATS BITUMINOUS _ BASE BLACK PAINT TYPE �W��R" VALVE 3. TOLERANCE + OR - .0625" EXTENSION STEM FOR W.S.S.C. VALVE BOXES 4. TOLERANCE + OR - .125" WSSC P&M /1.4 APPLICABLE STOCK NO. 4840-0001-3 NTS OA CITY OF COCOA VALVE EXTENSION STE FOR DRAWN BY: J. WILLIAMS SCALE: `M Brevard County, Florida CHECKED BY: T. TURNER DATE: SEPTEMBER, 2013 UTILITIES DEPARTMENT�,/�L,% BOXES DESIGN BY: SHEET: 1 OF 1 . ■ ■ . ENGINEERING DIVISION 9I ACAD NAME: VALVE EXTENSION STEM FINISHED GRADE r30" or > PIPE MAY BE MIN. COVER -L PVC PER CITY SPECIFICATIONS 30" TO 24" PIPE TO BE DIP PER CITY SPECIFICATIONS A 6" MIN., 12" PREFERRED DIP OR PVC (TYP.) DIP OR FVC B d(TYP.) STORM -47 ° DRAIN d - V NEW CONSTRUCTION: A 12" MIN. p�Q NOTE: USE RESTRAINED PIPE TABLE PVC PIPE INSTALLED IN WATER AND RECLAIMED FOR POTABLE SYSTEMS SHALL FITTINGS BE SDR -18. MAIN RELOCATION: USE THRUST COLLAR TABLE D.I.P. OR RESTRAINED PIPE TABLE ° z✓ C. a THRUST BLOCKTHRUST BLOCK 1 JOINT (20') A -RETAINER GLAND * ALL PIPING UNDER STORM DRAINAGE TO BE DIP PER CITY SPECIFICATIONS * B-45' BEND (MJ) ALL PIPE CLEARANCES TO BE PER FDEP SPECIFICATIONS (CHAPTER - 62 - 610 FAC) STORM DRAIN CROSSING NTS PER FDEP 62-555.314 CITYOF COCOA DRAWN BY: J. WILLIAMS SCALE: an OA Brevard County, Florida CHECKED BY: T. TURNER DATE: SEPTEMBER, 2013 UTILITIES DEPARTMENT STORM DRAIN CROSSING DESIGN BY: SHEET: 1 OF 1 ENGINEERING DIVISION ACAD NAME: STORM DRAIN CROSSING PROPOSED 2" DOUBLE OPTIONAL SECONDARY 2" DOUBLE CHECK OR PROPOSED JUMPER CHECK OR REDUCED REDUCED PRESSURE PROVIDED BY CONTRACTOR METER (FLANGE) PRESSURE ZONE CAN BE INSTALLED WITH A TEE BETWEEN METER PROVIDED BY CITY BACKFLOW PREVENTER XX AND BACKFLOW FOR ON SITE TEMP WATER (CONTRACTOR TO INSTALL) (PROVIDED BY CONTRACTOR) PROPOSED 2" PROPOSED 2" BALL VALVE GATE VALVE PROPOSED 2"' GATE VALVE o PROPOSED o 0 90' BEND OUT IN C' '..t?lk PRESSION") ( P LINGS") GRADE .''::.< =. GRADE BRASS OR d a GALVANIZED PIPWGCEMENT SUPPORT BRASS OR NO PVC BY CONTRACTOR III-ALVANIZED PIPING I A CITY OF COCOA INSPECTOR l NO PVC (T YP. 2 PLCS.) CORPORATION STOP TO CHAIN AND LOCK NEW MAIN (TPROJECT LINE VALVE (IN CLOSED POSITION) TIE-IN VALVE PROPOSED X PROPOSED CITY OF COCOA INSPECTOR BRONZE TO INSTALL CITY LOCK BRONZE SADDLE SADDLE PROPOSED EXISTING INSTALLATION OF SWAB IN WATER MAIN WATERMAIN NO TEES OR SPIGOTS NEW WATER MAIN TO BE UPSTREAM OF METER FLUSHED OUT WITH JUMPER ASSEMBLY AND WITNESSED JUMPER & METER ASSEMBLY BY CITY OF COCOA INSPECTION NTS BACKFLOW PREVENTER TO BE TESTED AFTER INSTALLATION. NOTES: XICX CONTRACTOR TO PROVIDE TEST RESULTS TO INSPECTORS. 1. REQUIRED AT ALL CONNECTIONS BETWEEN EXISTING ACTIVE WATER MAINS AND PROPOSED WATER MAIN IMPROVEMENTS. INLET: AWWA TAPER ("CC") 2. ONLY EXCEPTION TO JUMPER AND METER ASSEMBLY IS INSTALLATION OF X THREAD OUTLET. F.I.P. THREAD FIRE HYDRANT WHERE AN ANCHORING NIPPLE IS USED. CITY OF COCOA DRAWN BY: J. WILLIAMS SCALE: - arr OA Brevard County, FloridaCHECKED BY: T. TURNER DATE: SEPTEMBER, 2013 UTILITIES DEPARTMENT JUMPER E•T R ASSEMBLY DESIGN BY: SHEET: 1 OF 1 ENGINEERING D''VISION ACAD NAME. JUMPER & METER ASSEMBLY z O w 6 z DAVID T. MENZEL MAI DESIGN BUILD, LLC. 0030830 part. It is not to be used on any other project and is to be returned upon request. COPYRIGHT (D 2016 z 0 V) a ® p -; C:) ® af t� 6 ,_ Q ✓T W o � a LLJUJLaLJ ...Ifs This drawing is the property of MAI DESIGN BUILD, LLC. and is not to be reproduced in whole or in part. It is not to be used on any other project and is to be returned upon request. COPYRIGHT (D 2016 z 0 V) a ® p O ® af Z Q _J LLJ _J O W o � a LLJUJLaLJ 0 Q UJ u 0 U I Mai DESIGN BUILD IMENEW 395 STAN DRIVE, SUITE B MELBOURNE, FLORIDA 32904 PHONE: (321) 757-3034 FAX: (321) 757-3088 web: www.maidesignbuild.com email:dmenzel@maidesignbuild.com Cert. of Author. #31547 Date: 1-12-2017 Sheet C-13 Of Scate: AS SHWN Drawn: WAA Checked: DTM Approved: DTM Proj #:2016-035 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S) TYPE PIPE SIZE 4" 6" 8" 10" 12" 16" 20" 24„ 90'BEND 21 29 38 45 53 66 79 91 45°BEND 9 12 16 19 22 45 33 38 22-1/20BEND 5 6" 8 9 11 14 16 19 11 -1/4 -BEND 3 3 4 5 6 7 8 9 PLUG, BRANCH OF TEE, VALVE 58 82 107 128 151 193 234 273 NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINTS. 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN SHOWN IN THE TABLE. 3. WERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. ALL LINE VALVES AND THROUGH RUN OF TEES SHALL BE RESTRAINED. S. LENGTHS SHOWN IN THE TABLE HAVEBEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: WORKING PRESSURE: 150 PSI SOIL DESIGNATION: SM (SAND SILT) LAYING CONDITIONS: 3 6. TABLE IS FOR PVC AND WRAPPED DUCTILE IRON. CITY OF COCOA DRAWN BY: J. WILLIAMS SCALE: Brevard County,, Florida WATER & RECLAIMED OA 1 1RESTRAINED PIPE TABLE CHECKED BY: T. TURNER DATE: SEPTEMBER, 2013 UTILITIES DEPARTMENT WATER MAINS DESIGN BY: SHEET: 1 OF 1 ENGINEERING DIVISION ACAD NAME: RESTRAINED PIPE TABLE WATER AND RECLA GATE VALVE AND VALVE BOX DETAIL NTS 4' EXTRA WIRE IN BOX DRILL 1/4- HOLE IN BOX 3" FROM TOP WORD "RE -USE" OR WATER ON 24"x24%4" OR FINISHED CONCRETE PAD GRADE 4- 4' ALIGNMENT RING 57 STONE VALVE #12 CCS I 1 < 00 18%1 8"x4" 0 44 + CONCRETE PAD rn o NOTES: LOCATING WIRE WIRE TO BE TAPED EVP"" 4 ^' FINISHED GRADE WATER, WASTEWATER, OR RECLAIMED MAIN E NOTES: 1. ALL PIPE SHALL REQUIRE INSULATED LOCATING WIRE (#12 CCS) CAPABLE OF DETECTION BY A CABLE LOCATOR AND SHALL BE TAPED EVERY 10' TO TOP CENTERLINE OF THE PIPE. 2. WIRE IS TO BE CONNECTED TOGETHER USING AN UNDERGROUND WIRE NUT WITH A SILICON BASED SEALANT. 3. SEE SECTION 1.5.5. OA CITY OF COCOA DRAWN BY: J. WILLIAMS SCALE: an Brevard County, Florida LOCATING WIRE DETAIL CHECKED BY: T. TURNER DATE: SEPTEMBER, 2013 UTILITIES DEPARTMENT DESIGN BY: SHEET: 1 OF 1 ENGINEERING DIVISION ACAD NAME: LOCATION WIRE DETAIL 4' EXTRA WIRE IN 24"x24%4" - CONCRETE PAD 57 STONE--,,, WIRE NUT OR ELECTRIC TAPE #12 CCS A 18"x18"x4" -J CONCRETE PAD 4- e WORD "RE -USE" OR WATER ON COVER 2' MAX. NOTE: PROPER SIZE VALVE BOX SHALL BE INSTALLED. PIPE NOT ALLOWED. GATE VALVE AND FITTING DETAIL NTS FINISHED GRADE ALIGNMENT RING VALVE MJ TEE OA CITY OF COCOA DRAWN BY: J. WILLIAMS SCALE: Brevard County, Florida GATE VALVE AND CHECKED BY: T, TURNER DATE: SEPTEMBER, 2013 UTILITIES DEPARTMENT FITTING DETAIL DESIGN BY: SHEET: 1 OF 1 ENGINEERING DIVISION ACAD NAME: GATE VALVE & FITTING DETAIL J J1' i L ALIGI` RING NOTES: 1. FOR ALL VALVES REGARDLESS OF SIZE AND DEPTH. CITY OF COCOA DRAWN BY: J. WILLIAMS SCALE: an OA Brevard County, Florida ALIGNMENT RING CHECKED BY: T. TURNER DATE: SEPTEMBER, 2013 UTILITIES DEPARTMENT DESIGN BY: SHEET: 1 OF 1 ENGINEERING DIVISION ACAD NAME: ALIGNMENT RING HYDRANT TO BE PAINTED ® THE FACTORY W/ RUSTOLEUM HIGH-PERFORMANCE EPDXY 9100 SYSTEM, COLOR #9143 YELLOW. 3'x3'xl2" CONCRETE COLLAR WITH 8 MIL POLYETHYLENE BETWEEN BARREL AND CONCRETE 4" -! • 2'x2'x4" CONCRETE PAD o 18" MIN. 24" MAX. VALVE BOX 4' EXTRA WIRE IN BOX n 4. 4 . '¢I. •4 44, a . .4• a #12 CCS 57 STONE THRUST BLOCK a HYDRANT SHOE SHALL BE FUSION BONDED EPDXY COATED (6 MIL PIPE OR THICKNESS MIN.) IN ACCORDANCE ANCHORING NIPPLE WITH AWWA-C-550 NOTES: 1. CITY CREWS WILL APPLY FINISH PAINT COAT. 2. HYDRANT RISERS WILL NOT BE PERMITTED, 3. FIRE HYDRANT WILL HAVE 18-8 TYPE 304 STAINLESS STEEL BOLTS AND NUTS (BONNET, TRAFFIC FLANGE AND SHOE). 4. SEE SPECIFICATION 1.2.5. OREFER TO THRUST BLOCK NOTES AND DETAILS. ALIGNMENT RING 6" GATE VALVE (MJ) ANCHORING TEE THRUST BLOCK CITY OF COCOA DRAWN BY: J. WILLIAMS SCALE: Q7 OA Brevard County, Florida FIRE HYDRANT DETAIL CHECKED BY: T. TURNER DATE: SEPTEMBER, 2013 UTILITIES DEPARTMENT DESIGN BY: SHEET: 1 OF 1 ENGINEERING DIVISION ACAD NAME: FIRE HYDRANT DETAIL r --- ---- --- - - WATER DISTRIBUTIONNOTES 1. THE CONTRACTOR SHALL INSTALL ALL WATER MAINS AND APPURTENANCES IN ACCORDANCE WITH CITY OF COCOA WATER DEPARTMENT TECHNICAL PROVISIONS FOR CONSTRUCTION OF WATER DISTRIBUTION SYSTEMS, THE APPROVED PLANS AND STANDARD DETAIL SHEET. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DIVISION 24 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2. INSTALLATIONS AND HYDROSTATIC (PRESSURE AND LEAKAGE) TESTING OF WATER LINES SHALL BE IN ACCORDANCE WITH AWWA C605-94 FOR PVC PRESSURE PIPE, AND 0600 FOR DUCTILE IRON PIPE. 3. CONNECTION OF THE NEW WATER LINE TO THE EXISTING 8" WATRMAIN TO BE DONE IN THE PRESENCE OF THE CITY OF COCOA WATER DEPARTMENT REPRESENTATIVE. THE CITY OF COCOA UTILITES WATER DEPARTMENT TO BE NOTIFIED THREE FULL WORKING DAYS IN ADVANCE OF WATERLINE TAP. 4. ALL WATER MAINS TO HAVE A MINIMUM COVER OF 30" UNLESS OTHERWISE NOTED. 5. WATER SUPPLY FACILITIES, INCLUDING MAINS, SHALL BE INSTALLED, CLEANED, DISINFECTED, AND BACTERIOLOGICALLY CLEARED FOR SERVICE, IN ACCORDANCE WITH THE LATEST APPLICABLE AWWA STANDARDS AND THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION RULES. DESINFECTION OF WATER MAINS SHALL COMPLY WITH AWWA C651-92 REQUIREMENTS. 6. POLYVINYL CHLORIDE (PVC) PRESSURE PIPE SMALL CONFORM TO THE REQUIREMENTS OF AWWA C900 WITH OUTSIDE DIAMETER EQUAL TO THAT OF STANDARD DUCTILE IRON PIPE AND MINIMUM WALL THICKNESS OF DR 18 CLASS 150 BETWEEN 4"-12" USE SDR 21 CLASS 200 FOR LESS THAN 4" PIPE, AND MEETS THE REQUIREMENTS OF ASTM D2241. ALL D.I.P. SHALL BE RESTRAINED JOINT D.I.P. 7. FITTINGS FOR PVC PRESSURE PIPE AND D.I.P. SHALL BE DUCTILE IRON, MECHANICAL ,JOINT, CEMENT MORTAR LINES IN ACCORDANCE WITH ANSI 21.4 RATED AT 350 PSI AND SHALL COMPLY WITH ANSI/AWWA C110/A21.10 AND C111/A21.11. 8. THE CONTRACTOR SHALL PROVIDE WATER SERVICE LINES AS INDICATED. ALL POTABLE WATER SERVICES SHALL BE THREADED COPPER CONNECTIONS MADE USING 2" SADDLE TAPS. SOLVENT WELDED PVC PIPE WILL NOT BE ACCEPTABLE. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING THE ENGINEER WITH AN ACCURATE ANNOTATED UTILITY PLAN SHOWING THE AS --BUILT IN SUFFICIENT DETAIL TO SHOW THE EXACT LOCATION OF ALL MAINS AND SERVICES. 10. PVC PIPES MUST BEAR NSF LOGO FOR POTABLE WATER USE. 11. ALL WATER DISTRIBUTION CONSTRUCTION SHALT_ BE IN ACCORDANCE WITH CITY OF COCOA TECHNICAL SPECIFICATIONS FOR CONSTRUCTION OF WATER DISTRIBUTION SYSTEMS. 12. WATER MAINS SHALL NOT COME IN CONTACT WITH, OR PASS THROUGH, ANY SANITARY OR STORM MANHOLE OR STRUCTURE. 13. THE CONTRACTOR MAY NOT PHYSICALLY CONNECT 8" OR SMALLER WATER MAINS TO EXISTING CITY WATER UNTIL F.D.E.P. CLEARANCE HAS BEEN OBTAINED. FLUSHING SHALL NOT TAKE PLACE UNTIL AFTER PRESSURE TESTING HAS BEEN SUCCESFULLY COMPLETED. FILLING OF NEWLY CONSTRUCTED WATER MAINS SHALL TAKE PLACE THROUGH A 2' JUMPER CONNECTION THAT INCORPORATES AN AWWA APPROVED DOUBLE CHECK BACKFLOW PREVENTION DEVICE. THE JUMPER CONNECTION SHALL ALSO BE USED TO MAINTAIN PRESSURE IN THE NEW MAIN WHILE BEING KEPT ISOLATED FROM EXISTING UNTIL A LETTER OF CLEARANCE IS OBTAINED FROM FDEP. 14. WATER METER SHALL BE NEPTUNE TRU FLOW WITH STRAINER. 15. TAPPING CONTRACTOR ACCEPTABLE TO THE CITY OF COCOA WILL BE REQUIRED FOR THE TAPS AND JUMPER METER TAP. 16. UTILITY CONTRACTOR WILL BE REQUIRED FOR THE INSTALLATION OF THE WATER LINE AND APPURTENANCES. 17. FIRE LINE CONTRACTOR WILL BE REQUIRED FOR THE INSTALLATION OF THE DOUBLE DETECTOR CHECK VALVE. 18. THE WATER LINE IS TO BE SWABBED. 19. A JUMPER METER IS REQUIRED AT THE TIE IN LOCATION. !J Q i� MAI DESIGN BUILD, LLC. 1. PVC PIPE OR DUCTILE IRON PIPE EXTENSIONS part. It is not to be used on any other project and is to be returned upon request. SHALL NOT BE USED ON VALVE BOX INSTALLATION. m ,L z 0 - 2. IF THE DEPTH OF THE VALVE NUT IS Ln GREATER THAN 48" BELOW GRADE, OR 30" m ro BELOW GRADE AND UNDER THE WATER TABLE, 0 A VALVE EXTENTION WILL BE REQUIRED. o o SEE VALVE EXTENSION STEM DETAIL. D LU 3. PROVIDE A PLASTIC DEBRIS SHIELD/ALIGNMENT RING N 0 WHICH INSTALLS BELOW THE VALVE ACTUATING NUT. Iv THIS SHIELD SHALL CENTER THE RISER PIPE BOX � LU a OVER THE ACTUATING NUT AND MINIMIZE INFILTRATION. U � 4. LOCATING WIRE SHALL BE CONTINUOUS WITH NO Ln SPLICES AND SHALL EXTEND 24" ABOVE TOP OF COLLAR. 3 1 WIRE SHALL BE COLOR CODED TO MATCH THE UTILITY +; DESIGN BUILD INSTALLED. MELBOURNE, FLORIDA 32904 PHONE: (321) 757-3034 5. FOR NEW CONSTRUCTION, THE VALVE BOX SHALL BE web: wkAmmaidesignbuild.com email:dmenzel@maidesignbuild.com ADJUSTED TO MIDRANGE TO ALLOW FOR FUTURE BOX c Sheet ADJUSTMENTS. Scale: AS SHWN C-14 of Drawn: WAA o Approved: DTM THIS DETAIL APPLIES TO ALL BURIED VALVES. 0 CITY OF COCOA DRAWN BY: J. WILLIAMSro SCALE: U arc OA Brevard County, Florida GATE VALVE AND CHECKED BY: T. TURNER DATE: SEPTEMBER, 2013 CL UTILITIES DEPARTMENT VALVE BOX DETAIL DESIGN BY: SHEET: 1 OF 1 V ENGINEERING DIVISION ACAD NAME: GATE VALVE & VALVE BOX DETAIL LOCATING WIRE WIRE TO BE TAPED EVP"" 4 ^' FINISHED GRADE WATER, WASTEWATER, OR RECLAIMED MAIN E NOTES: 1. ALL PIPE SHALL REQUIRE INSULATED LOCATING WIRE (#12 CCS) CAPABLE OF DETECTION BY A CABLE LOCATOR AND SHALL BE TAPED EVERY 10' TO TOP CENTERLINE OF THE PIPE. 2. WIRE IS TO BE CONNECTED TOGETHER USING AN UNDERGROUND WIRE NUT WITH A SILICON BASED SEALANT. 3. SEE SECTION 1.5.5. OA CITY OF COCOA DRAWN BY: J. WILLIAMS SCALE: an Brevard County, Florida LOCATING WIRE DETAIL CHECKED BY: T. TURNER DATE: SEPTEMBER, 2013 UTILITIES DEPARTMENT DESIGN BY: SHEET: 1 OF 1 ENGINEERING DIVISION ACAD NAME: LOCATION WIRE DETAIL 4' EXTRA WIRE IN 24"x24%4" - CONCRETE PAD 57 STONE--,,, WIRE NUT OR ELECTRIC TAPE #12 CCS A 18"x18"x4" -J CONCRETE PAD 4- e WORD "RE -USE" OR WATER ON COVER 2' MAX. NOTE: PROPER SIZE VALVE BOX SHALL BE INSTALLED. PIPE NOT ALLOWED. GATE VALVE AND FITTING DETAIL NTS FINISHED GRADE ALIGNMENT RING VALVE MJ TEE OA CITY OF COCOA DRAWN BY: J. WILLIAMS SCALE: Brevard County, Florida GATE VALVE AND CHECKED BY: T, TURNER DATE: SEPTEMBER, 2013 UTILITIES DEPARTMENT FITTING DETAIL DESIGN BY: SHEET: 1 OF 1 ENGINEERING DIVISION ACAD NAME: GATE VALVE & FITTING DETAIL J J1' i L ALIGI` RING NOTES: 1. FOR ALL VALVES REGARDLESS OF SIZE AND DEPTH. CITY OF COCOA DRAWN BY: J. WILLIAMS SCALE: an OA Brevard County, Florida ALIGNMENT RING CHECKED BY: T. TURNER DATE: SEPTEMBER, 2013 UTILITIES DEPARTMENT DESIGN BY: SHEET: 1 OF 1 ENGINEERING DIVISION ACAD NAME: ALIGNMENT RING HYDRANT TO BE PAINTED ® THE FACTORY W/ RUSTOLEUM HIGH-PERFORMANCE EPDXY 9100 SYSTEM, COLOR #9143 YELLOW. 3'x3'xl2" CONCRETE COLLAR WITH 8 MIL POLYETHYLENE BETWEEN BARREL AND CONCRETE 4" -! • 2'x2'x4" CONCRETE PAD o 18" MIN. 24" MAX. VALVE BOX 4' EXTRA WIRE IN BOX n 4. 4 . '¢I. •4 44, a . .4• a #12 CCS 57 STONE THRUST BLOCK a HYDRANT SHOE SHALL BE FUSION BONDED EPDXY COATED (6 MIL PIPE OR THICKNESS MIN.) IN ACCORDANCE ANCHORING NIPPLE WITH AWWA-C-550 NOTES: 1. CITY CREWS WILL APPLY FINISH PAINT COAT. 2. HYDRANT RISERS WILL NOT BE PERMITTED, 3. FIRE HYDRANT WILL HAVE 18-8 TYPE 304 STAINLESS STEEL BOLTS AND NUTS (BONNET, TRAFFIC FLANGE AND SHOE). 4. SEE SPECIFICATION 1.2.5. OREFER TO THRUST BLOCK NOTES AND DETAILS. ALIGNMENT RING 6" GATE VALVE (MJ) ANCHORING TEE THRUST BLOCK CITY OF COCOA DRAWN BY: J. WILLIAMS SCALE: Q7 OA Brevard County, Florida FIRE HYDRANT DETAIL CHECKED BY: T. TURNER DATE: SEPTEMBER, 2013 UTILITIES DEPARTMENT DESIGN BY: SHEET: 1 OF 1 ENGINEERING DIVISION ACAD NAME: FIRE HYDRANT DETAIL r --- ---- --- - - WATER DISTRIBUTIONNOTES 1. THE CONTRACTOR SHALL INSTALL ALL WATER MAINS AND APPURTENANCES IN ACCORDANCE WITH CITY OF COCOA WATER DEPARTMENT TECHNICAL PROVISIONS FOR CONSTRUCTION OF WATER DISTRIBUTION SYSTEMS, THE APPROVED PLANS AND STANDARD DETAIL SHEET. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DIVISION 24 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2. INSTALLATIONS AND HYDROSTATIC (PRESSURE AND LEAKAGE) TESTING OF WATER LINES SHALL BE IN ACCORDANCE WITH AWWA C605-94 FOR PVC PRESSURE PIPE, AND 0600 FOR DUCTILE IRON PIPE. 3. CONNECTION OF THE NEW WATER LINE TO THE EXISTING 8" WATRMAIN TO BE DONE IN THE PRESENCE OF THE CITY OF COCOA WATER DEPARTMENT REPRESENTATIVE. THE CITY OF COCOA UTILITES WATER DEPARTMENT TO BE NOTIFIED THREE FULL WORKING DAYS IN ADVANCE OF WATERLINE TAP. 4. ALL WATER MAINS TO HAVE A MINIMUM COVER OF 30" UNLESS OTHERWISE NOTED. 5. WATER SUPPLY FACILITIES, INCLUDING MAINS, SHALL BE INSTALLED, CLEANED, DISINFECTED, AND BACTERIOLOGICALLY CLEARED FOR SERVICE, IN ACCORDANCE WITH THE LATEST APPLICABLE AWWA STANDARDS AND THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION RULES. DESINFECTION OF WATER MAINS SHALL COMPLY WITH AWWA C651-92 REQUIREMENTS. 6. POLYVINYL CHLORIDE (PVC) PRESSURE PIPE SMALL CONFORM TO THE REQUIREMENTS OF AWWA C900 WITH OUTSIDE DIAMETER EQUAL TO THAT OF STANDARD DUCTILE IRON PIPE AND MINIMUM WALL THICKNESS OF DR 18 CLASS 150 BETWEEN 4"-12" USE SDR 21 CLASS 200 FOR LESS THAN 4" PIPE, AND MEETS THE REQUIREMENTS OF ASTM D2241. ALL D.I.P. SHALL BE RESTRAINED JOINT D.I.P. 7. FITTINGS FOR PVC PRESSURE PIPE AND D.I.P. SHALL BE DUCTILE IRON, MECHANICAL ,JOINT, CEMENT MORTAR LINES IN ACCORDANCE WITH ANSI 21.4 RATED AT 350 PSI AND SHALL COMPLY WITH ANSI/AWWA C110/A21.10 AND C111/A21.11. 8. THE CONTRACTOR SHALL PROVIDE WATER SERVICE LINES AS INDICATED. ALL POTABLE WATER SERVICES SHALL BE THREADED COPPER CONNECTIONS MADE USING 2" SADDLE TAPS. SOLVENT WELDED PVC PIPE WILL NOT BE ACCEPTABLE. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING THE ENGINEER WITH AN ACCURATE ANNOTATED UTILITY PLAN SHOWING THE AS --BUILT IN SUFFICIENT DETAIL TO SHOW THE EXACT LOCATION OF ALL MAINS AND SERVICES. 10. PVC PIPES MUST BEAR NSF LOGO FOR POTABLE WATER USE. 11. ALL WATER DISTRIBUTION CONSTRUCTION SHALT_ BE IN ACCORDANCE WITH CITY OF COCOA TECHNICAL SPECIFICATIONS FOR CONSTRUCTION OF WATER DISTRIBUTION SYSTEMS. 12. WATER MAINS SHALL NOT COME IN CONTACT WITH, OR PASS THROUGH, ANY SANITARY OR STORM MANHOLE OR STRUCTURE. 13. THE CONTRACTOR MAY NOT PHYSICALLY CONNECT 8" OR SMALLER WATER MAINS TO EXISTING CITY WATER UNTIL F.D.E.P. CLEARANCE HAS BEEN OBTAINED. FLUSHING SHALL NOT TAKE PLACE UNTIL AFTER PRESSURE TESTING HAS BEEN SUCCESFULLY COMPLETED. FILLING OF NEWLY CONSTRUCTED WATER MAINS SHALL TAKE PLACE THROUGH A 2' JUMPER CONNECTION THAT INCORPORATES AN AWWA APPROVED DOUBLE CHECK BACKFLOW PREVENTION DEVICE. THE JUMPER CONNECTION SHALL ALSO BE USED TO MAINTAIN PRESSURE IN THE NEW MAIN WHILE BEING KEPT ISOLATED FROM EXISTING UNTIL A LETTER OF CLEARANCE IS OBTAINED FROM FDEP. 14. WATER METER SHALL BE NEPTUNE TRU FLOW WITH STRAINER. 15. TAPPING CONTRACTOR ACCEPTABLE TO THE CITY OF COCOA WILL BE REQUIRED FOR THE TAPS AND JUMPER METER TAP. 16. UTILITY CONTRACTOR WILL BE REQUIRED FOR THE INSTALLATION OF THE WATER LINE AND APPURTENANCES. 17. FIRE LINE CONTRACTOR WILL BE REQUIRED FOR THE INSTALLATION OF THE DOUBLE DETECTOR CHECK VALVE. 18. THE WATER LINE IS TO BE SWABBED. 19. A JUMPER METER IS REQUIRED AT THE TIE IN LOCATION. !J Q i� MAI DESIGN BUILD, LLC. Ln part. It is not to be used on any other project and is to be returned upon request. COPYRIGHT O 2016 m ,L z 0 - Ln Ln ro 0 u; o ca a LUQ LU y 0 Iv 2 � LU a v � LOCATING WIRE WIRE TO BE TAPED EVP"" 4 ^' FINISHED GRADE WATER, WASTEWATER, OR RECLAIMED MAIN E NOTES: 1. ALL PIPE SHALL REQUIRE INSULATED LOCATING WIRE (#12 CCS) CAPABLE OF DETECTION BY A CABLE LOCATOR AND SHALL BE TAPED EVERY 10' TO TOP CENTERLINE OF THE PIPE. 2. WIRE IS TO BE CONNECTED TOGETHER USING AN UNDERGROUND WIRE NUT WITH A SILICON BASED SEALANT. 3. SEE SECTION 1.5.5. OA CITY OF COCOA DRAWN BY: J. WILLIAMS SCALE: an Brevard County, Florida LOCATING WIRE DETAIL CHECKED BY: T. TURNER DATE: SEPTEMBER, 2013 UTILITIES DEPARTMENT DESIGN BY: SHEET: 1 OF 1 ENGINEERING DIVISION ACAD NAME: LOCATION WIRE DETAIL 4' EXTRA WIRE IN 24"x24%4" - CONCRETE PAD 57 STONE--,,, WIRE NUT OR ELECTRIC TAPE #12 CCS A 18"x18"x4" -J CONCRETE PAD 4- e WORD "RE -USE" OR WATER ON COVER 2' MAX. NOTE: PROPER SIZE VALVE BOX SHALL BE INSTALLED. PIPE NOT ALLOWED. GATE VALVE AND FITTING DETAIL NTS FINISHED GRADE ALIGNMENT RING VALVE MJ TEE OA CITY OF COCOA DRAWN BY: J. WILLIAMS SCALE: Brevard County, Florida GATE VALVE AND CHECKED BY: T, TURNER DATE: SEPTEMBER, 2013 UTILITIES DEPARTMENT FITTING DETAIL DESIGN BY: SHEET: 1 OF 1 ENGINEERING DIVISION ACAD NAME: GATE VALVE & FITTING DETAIL J J1' i L ALIGI` RING NOTES: 1. FOR ALL VALVES REGARDLESS OF SIZE AND DEPTH. CITY OF COCOA DRAWN BY: J. WILLIAMS SCALE: an OA Brevard County, Florida ALIGNMENT RING CHECKED BY: T. TURNER DATE: SEPTEMBER, 2013 UTILITIES DEPARTMENT DESIGN BY: SHEET: 1 OF 1 ENGINEERING DIVISION ACAD NAME: ALIGNMENT RING HYDRANT TO BE PAINTED ® THE FACTORY W/ RUSTOLEUM HIGH-PERFORMANCE EPDXY 9100 SYSTEM, COLOR #9143 YELLOW. 3'x3'xl2" CONCRETE COLLAR WITH 8 MIL POLYETHYLENE BETWEEN BARREL AND CONCRETE 4" -! • 2'x2'x4" CONCRETE PAD o 18" MIN. 24" MAX. VALVE BOX 4' EXTRA WIRE IN BOX n 4. 4 . '¢I. •4 44, a . .4• a #12 CCS 57 STONE THRUST BLOCK a HYDRANT SHOE SHALL BE FUSION BONDED EPDXY COATED (6 MIL PIPE OR THICKNESS MIN.) IN ACCORDANCE ANCHORING NIPPLE WITH AWWA-C-550 NOTES: 1. CITY CREWS WILL APPLY FINISH PAINT COAT. 2. HYDRANT RISERS WILL NOT BE PERMITTED, 3. FIRE HYDRANT WILL HAVE 18-8 TYPE 304 STAINLESS STEEL BOLTS AND NUTS (BONNET, TRAFFIC FLANGE AND SHOE). 4. SEE SPECIFICATION 1.2.5. OREFER TO THRUST BLOCK NOTES AND DETAILS. ALIGNMENT RING 6" GATE VALVE (MJ) ANCHORING TEE THRUST BLOCK CITY OF COCOA DRAWN BY: J. WILLIAMS SCALE: Q7 OA Brevard County, Florida FIRE HYDRANT DETAIL CHECKED BY: T. TURNER DATE: SEPTEMBER, 2013 UTILITIES DEPARTMENT DESIGN BY: SHEET: 1 OF 1 ENGINEERING DIVISION ACAD NAME: FIRE HYDRANT DETAIL r --- ---- --- - - WATER DISTRIBUTIONNOTES 1. THE CONTRACTOR SHALL INSTALL ALL WATER MAINS AND APPURTENANCES IN ACCORDANCE WITH CITY OF COCOA WATER DEPARTMENT TECHNICAL PROVISIONS FOR CONSTRUCTION OF WATER DISTRIBUTION SYSTEMS, THE APPROVED PLANS AND STANDARD DETAIL SHEET. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DIVISION 24 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2. INSTALLATIONS AND HYDROSTATIC (PRESSURE AND LEAKAGE) TESTING OF WATER LINES SHALL BE IN ACCORDANCE WITH AWWA C605-94 FOR PVC PRESSURE PIPE, AND 0600 FOR DUCTILE IRON PIPE. 3. CONNECTION OF THE NEW WATER LINE TO THE EXISTING 8" WATRMAIN TO BE DONE IN THE PRESENCE OF THE CITY OF COCOA WATER DEPARTMENT REPRESENTATIVE. THE CITY OF COCOA UTILITES WATER DEPARTMENT TO BE NOTIFIED THREE FULL WORKING DAYS IN ADVANCE OF WATERLINE TAP. 4. ALL WATER MAINS TO HAVE A MINIMUM COVER OF 30" UNLESS OTHERWISE NOTED. 5. WATER SUPPLY FACILITIES, INCLUDING MAINS, SHALL BE INSTALLED, CLEANED, DISINFECTED, AND BACTERIOLOGICALLY CLEARED FOR SERVICE, IN ACCORDANCE WITH THE LATEST APPLICABLE AWWA STANDARDS AND THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION RULES. DESINFECTION OF WATER MAINS SHALL COMPLY WITH AWWA C651-92 REQUIREMENTS. 6. POLYVINYL CHLORIDE (PVC) PRESSURE PIPE SMALL CONFORM TO THE REQUIREMENTS OF AWWA C900 WITH OUTSIDE DIAMETER EQUAL TO THAT OF STANDARD DUCTILE IRON PIPE AND MINIMUM WALL THICKNESS OF DR 18 CLASS 150 BETWEEN 4"-12" USE SDR 21 CLASS 200 FOR LESS THAN 4" PIPE, AND MEETS THE REQUIREMENTS OF ASTM D2241. ALL D.I.P. SHALL BE RESTRAINED JOINT D.I.P. 7. FITTINGS FOR PVC PRESSURE PIPE AND D.I.P. SHALL BE DUCTILE IRON, MECHANICAL ,JOINT, CEMENT MORTAR LINES IN ACCORDANCE WITH ANSI 21.4 RATED AT 350 PSI AND SHALL COMPLY WITH ANSI/AWWA C110/A21.10 AND C111/A21.11. 8. THE CONTRACTOR SHALL PROVIDE WATER SERVICE LINES AS INDICATED. ALL POTABLE WATER SERVICES SHALL BE THREADED COPPER CONNECTIONS MADE USING 2" SADDLE TAPS. SOLVENT WELDED PVC PIPE WILL NOT BE ACCEPTABLE. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING THE ENGINEER WITH AN ACCURATE ANNOTATED UTILITY PLAN SHOWING THE AS --BUILT IN SUFFICIENT DETAIL TO SHOW THE EXACT LOCATION OF ALL MAINS AND SERVICES. 10. PVC PIPES MUST BEAR NSF LOGO FOR POTABLE WATER USE. 11. ALL WATER DISTRIBUTION CONSTRUCTION SHALT_ BE IN ACCORDANCE WITH CITY OF COCOA TECHNICAL SPECIFICATIONS FOR CONSTRUCTION OF WATER DISTRIBUTION SYSTEMS. 12. WATER MAINS SHALL NOT COME IN CONTACT WITH, OR PASS THROUGH, ANY SANITARY OR STORM MANHOLE OR STRUCTURE. 13. THE CONTRACTOR MAY NOT PHYSICALLY CONNECT 8" OR SMALLER WATER MAINS TO EXISTING CITY WATER UNTIL F.D.E.P. CLEARANCE HAS BEEN OBTAINED. FLUSHING SHALL NOT TAKE PLACE UNTIL AFTER PRESSURE TESTING HAS BEEN SUCCESFULLY COMPLETED. FILLING OF NEWLY CONSTRUCTED WATER MAINS SHALL TAKE PLACE THROUGH A 2' JUMPER CONNECTION THAT INCORPORATES AN AWWA APPROVED DOUBLE CHECK BACKFLOW PREVENTION DEVICE. THE JUMPER CONNECTION SHALL ALSO BE USED TO MAINTAIN PRESSURE IN THE NEW MAIN WHILE BEING KEPT ISOLATED FROM EXISTING UNTIL A LETTER OF CLEARANCE IS OBTAINED FROM FDEP. 14. WATER METER SHALL BE NEPTUNE TRU FLOW WITH STRAINER. 15. TAPPING CONTRACTOR ACCEPTABLE TO THE CITY OF COCOA WILL BE REQUIRED FOR THE TAPS AND JUMPER METER TAP. 16. UTILITY CONTRACTOR WILL BE REQUIRED FOR THE INSTALLATION OF THE WATER LINE AND APPURTENANCES. 17. FIRE LINE CONTRACTOR WILL BE REQUIRED FOR THE INSTALLATION OF THE DOUBLE DETECTOR CHECK VALVE. 18. THE WATER LINE IS TO BE SWABBED. 19. A JUMPER METER IS REQUIRED AT THE TIE IN LOCATION. !J Q i� MAI DESIGN BUILD, LLC. and is not to be reproduced in whole or in part. It is not to be used on any other project and is to be returned upon request. COPYRIGHT O 2016 z g 'tom i a O _J o O ca a LUQ LU 0 I- a v Qtj � LU a v � tt , `�/ 1 !aJ DESIGN BUILD 395 STAN DRIVE, SUITE B MELBOURNE, FLORIDA 32904 PHONE: (321) 757-3034 FAX: (321) 757-3085 web: wkAmmaidesignbuild.com email:dmenzel@maidesignbuild.com Cert. of Author. #31547 S Sheet Scale: AS SHWN C-14 of Drawn: WAA Checked: DTM Approved: DTM Proj #:2016-035 0 z DAVID T. MENZEL rte 003(f3$30 +~- C a N This drawing is the property of MAI DESIGN BUILD, LLC. and is not to be reproduced in whole or in part. It is not to be used on any other project and is to be returned upon request. COPYRIGHT O 2016 g 'tom i a t > _J o O ca a LUQ LU 0 I- a v Qtj � LU a v � tt , `�/ 1 Mai DESIGN BUILD 395 STAN DRIVE, SUITE B MELBOURNE, FLORIDA 32904 PHONE: (321) 757-3034 FAX: (321) 757-3085 web: wkAmmaidesignbuild.com email:dmenzel@maidesignbuild.com Cert. of Author. #31547 Date: 1-12-2017 Sheet Scale: AS SHWN C-14 of Drawn: WAA Checked: DTM Approved: DTM Proj #:2016-035 a 1.1 SCOPE OF WORK 1.1A GENERAL All potable water and reclaimed water mains and appurtenances must be installed in accordance with the City of Cocoa Utilities Department's Technical Provisions and Standard Details, the City of Cocoa Utilities Department Utilities Handbook and the approved plans, for the Construction of the Water Distribution System and the Water Reclamation System. Contractor requirements include: • Furnishing all labor, materials, tools and equipment necessary or incidental to the construction. • Obtaining and paying for all permits, inspections, and other official fees in connection with the work. • Arranging a pre -construction conference with the Engineering Inspection Division. All fees must be paid prior to pre -construction meeting. It is required that the pre -construction meeting be held prior to ordering materials. • Scheduling materials inspection (24 hours notice), open ditch inspection, pressure/leakage test, and final inspection. •. Provide all documents per the project requirement letter, including but not limited to As Built Drawings, Bills of Sale, Easements, etc. Any deviation from these requirements must be approved in writing by the Utilities Director or his designee prior to commencement of construction. Fees charged by the City are set by City Council by resolution and are listed on the appendix "Water Service Rates and Charges" made a part of the Utilities Handbook. Fees are subject to change without notice. The most current fees will be charged. The Utilities Department and Engineering Division are located at 351 Shearer Blvd., Cocoa, Florida, 32922. The Dispatch telephone number is (321) 433-8718; facsimile number is (321) 433-8708. 1.1.2 DEFINITIONS The term "approved equal" is used to mean a part or item that has been approved in writing by the Technical Provision and Standard Details Advisory Committee or the Utilities Director. A written request must be made in order to have an item accepted as an approved equal. Written specifications on the part or item must be furnished with the request. Approved Tapping/Linestop Contractor - A Contractor who has been approved by the Engineering Division to perform taps or linestops within the Cocoa Water System. Some contractors are only allowed to perform .75" - 2.00" taps for themselves on their on Projects, they may not perform taps for anybody else. Backflow, Preventer Assembly - A Backflow assembly is an approved, testable assembly composed of two independently acting, approved check valves, including tightly closing resilient seated shutoff valves attached at each end of the assembly and fitted with properly located resilient seated test cocks. Bonafide Tapping Contractor - Means the Contractor is in the business of doing taps or line stops. Canal - A trench, the bottom of which is normally covered by water, with the upper edges of its two sides normally above water, City - Means the City of Cocoa. Collection Mains–Wastewater gravity mains. Competent Person - A person who is capable of identifying existing and predictable hazards in the surroundings or working conditions which are unsanitary, hazardous, or dangerous to employees, and who has authorization to take prompt corrective measures to eliminate them. Distribution Main – Any water twelve inches (12") and smaller. Domestic - Means made or manufactured in the USA. Drainage Ditch or Irrigation Ditch - A man-made trench which is dug for the purpose of draining water from the land or for transporting water for use on the land and which is not built for navigational purposes. Force Main – Wastewater main under pressure. Manual - City of Cocoa Utilities Technical Specification and Standard Details Manual Normal Working Day - Monday through Friday, excluding CITY holidays. Normal Working Hours - Hours are between the hours of 8:00 a.m. to 5:00 p.m. of a NORMAL WORKING DAY. Passivated – Treated or coated metal to reduce the chemical reactivity of its surface. Stainless Steel - A steel alloy with a minimum of 10.5% to 11% chromium. Substantial Completion - The point when the construction project has been finished to the point that the City of Cocoa can use the project for the purpose it was intended. Swale - A man-made trench which: A. Has a top width -to -depth ratio of the cross-section equal to or greater than 6:1, or side slopes equal to or greater than three feet horizontal to one foot vertical; B. Contains contiguous areas of standing or flowing water only following a rainfall event; C. Is planted with or has stabilized vegetation suitable for soil stabilization, stormwater treatment, and nutrient uptake; D. Is designed to take into account the soil erodibility, soil percolation, slope, slope length, and drainage area so as to prevent erosion and reduce pollutant concentration of any discharge. Technical Provision and Standard Details Committee - Committee whose members shall consist of the manager, or their designee, of the following UTILITIES divisions: Engineering, Inspections, WFO, Wastewater. The committee evaluates and proposes revisions for the design standards, specifications, drawings, products and procedures for the TPSD. Transmission Main – Any water main sixteen inch (16") and larger. Fourteen inch (14") pipelines are not acceptable. Utilities Utilities Department of the City of Cocoa, Cocoa, Florida, and/or its designated representative(s). Whenever a specification from a specific source is cited, the most current revision of that specification will be used. The word "shall" is mandatory, and the word "may" is permissive. Unless otherwise specified, "city" means City of Cocoa; "Utilities Department" means City of Cocoa Utilities Department; "Engineering Division" means City of Cocoa Utilities Department, Engineering Division, "Inspections" means City of Cocoa Engineering Inspections Division. 1.1.3 ABBREVIATIONS American Association of State Highway and Transportation Officials - AASHTO Asbestos Cement - AC Association of PVC Pipe Manufacturers - Uni-Bell American National Standards Institute - ANSI American Society of Civil Engineers - ASCE American Society of Mechanical Engineers - ASME American Society for Testing and Materials - ASTM American Water Works Association - AWWA American Water Works Association Tapered Thread - CC American Society of Sanitary Engineers - ASSE Automatic Transfer Switch - ATS City of Cocoa - CoC Copper Clad Steel - CCS Copper Development Association - CDA Dimension Ratio - DR Double Check Detector Assemblies - DCDA Dry Film Thickness - DFT Ductile Iron Pipe Research Association - DIIPRA Ductile Iron Pipe - DIP Engineer of Record - EOR Florida Administrative Code - FAC Florida Department of Environmental Protection - FDEP Florida Department of Transportation - FDrOT Florida East Coast Rail Road - FECRR Foundation for Cross -Connection Control and Hydraulic Research - FCCCHR Flange - FI Factory Mutual - FM Horizontal Directional Drilling - HDD Jack and Bore -J&B Maintenance of Traffic - MOT Manual On Uniform Traffic Control Devices - MUTCD National Association of Corrosion Engineers - NACE National Fire Protection Association - NFPA National Sanitation Foundation - NSF National Standard Thread - NST Non -rising stem - NRS Original Equipment Manufacturer - OEM Outside Screw and Yoke - OS&Y National Pollution Discharge Elimination System - NPDES Polyvinylchloride - PVC Portable Changeable Message Signs PCMS Precautionary Boil Water Notice - PBWN Project Manager- PM Pounds per Square Inch - PSI Raised Pavement Marker - RPM Reduced Pressure Zone Assembly - RPZ Reinforced Concrete Pipe - RCP Stainless Steel - SS Technical Provision and Standard Details -TPSD Traffic Control Plan - TCP Underwriters Laboratories - UL Unified Numbering System - UNS Utilities Department - UD Variable Frequency Drive - VFD 1.2 MATERIAL SPECIFICATIONS 1.2.1 PIPE 1.2.1.1 Polyvinyl Chloride Pressure Pipe, ,4"-12" Polyvinyl chloride pressure pipe (sizes 4" through 12") will be cast iron pipe equivalent outside diameter Class 235 (DR 18) conforming to the American Water Works Association's (AWWA) specification C900 and will be blue or white in color. Pipe will be in standard 20 -foot lengths. All joints will be of the elastomeric-gasket type with thickened, integral solid -wall bell or coupling with the same DR as the barrel. All PVC pipe and couplings will bear the UL label and NSF approval for potable water. 1.2.1.2 Fusible Polyvinyl Chloride Pipe, 4" thru 12" Polyvinyl chloride pressure pipe (size 4" through 12") will be cast iron pipe equivalent outside diameter and a pressure rating of 235 p.s.i. (DR 18) conforming to AWWA specification C900 and will be blue or white in color. Fusible PVC pipe shall be supplied by Underground Solutions, Inc. It shall be installed in accordance with the suplpliers' specifications. All PVC pipe will bear the UL label and NSF approval for potable water. 1.2.1.3 Ductile iron Pipe Ductile iron pipe will be cement -lined pressure Class 350 for 12 -inch diameter and smaller and Class 250 for 14 -inch and larger conforming to AWWA specification C151. Water main and storm drain crossing conflicts will be properly designed by the project engineer and approved by the Utilities Department prior to installation. Water mains that are less than 10 feet apart from building foundations or other permanent objects will be ductile iron pipe. In no case will water mains be located less than 5 feet from foundations. The above distances will be doubled for water mains larger than 8" in diameter. Polyethylene sleeve conforming to AWWA specification C105 will be provided for all installations. The polyethylene sleeve will be sealed with tape, and shall be blue for water mains. 1.2.1.4 High Density Polyethylene (HDPE) Pipe HDPE pipe is generally not accepted in the City of Cocoa water system, except as a carrier pipe for a pressurized utility main. 1.2.1.5 Reclaimed Water PVC pipe installed in reclaimed water systems will be Class 235 (DR 18) conforming to AWWA specification C900 and will be purple in color. Ductile iron pipe installed -I,I _i _ � L]I--!!- _ L . I J L L i in the reclaimed water system will be pressure Class 350 for 12" and smaller and pressure Class 250 for 14" and larger, provided 3 feet of cover can be maintained. Where cover is less than 3 feet, pressure Class 350 is required. Polyethylene sleeve conforming to AWWA specification C105 will be provided for all installations. The polyethylene sleeve will be sealed with tape, and shall be purple for reclaimed water mains. 1.2.2 VALVES, VALVE BOXES AND VALVE EXTENSIONS 1.2.2.1 Resilient Seat Gate Valves, 4 36" Resilient seat gate valves will have mechanical joint ends as manufactured by American Flow Control; AVK; M&H; U.S. Pipe; Clow: Mueller or an approved equal. The resilient seat gate valves must conform to AWWA specification C509 or C515 and be manufactured in the U.S.A. Resilient seats will be of natural or synthetic rubber and be fully encapsulated to gate. Valves will have 18-8 Type 304 Stainless Steel bolts and nuts. The interior and exterior of the valve body will be fusion bonded epoxy coated in accordance with AWWA specification C550 in order to provide a corrosion -resistant seat. The coating must be applied in a manner to withstand the action of line fluids and operation of the sealing gate under long-term service. Valve seats must seal by compression only. Wedging or sliding of the resilient seat is not acceptable. Valves will be supplied with 2" -square operating nuts and be designed to provide a bubble tight seal regardless of direction of flow. Opening the valve will be in the counterclockwise direction. Valves 16" and larger will have Bevel Gear Operators. For gate valves 16 and larger to be stood up straight, the 2" operating nut must have 12" of cover. Engineer of Record or Contractor must demonstrate the 12" of cover over the 2" operating nut can be achieved by showing all pertinent dimensions. Tapping valves shall have a centering ring. 1.2.2.2 Butterfly Valves, 16" and larger Butterfly valves shall be used for above ground service. Butterfly valves shall have flanged ends, be rubber seated, 90° tight closing type, short body. The interior and exterior will be fusion bonded epoxy coated in accordance with AWWA specification C550. The valve shaft will be of 316 Stainless Steel. Body dimensions and minimum shaft diameter will be in accordance with Tables 3 and 4 of AWWA specification C504. The valve seat will be of molded natural or synthetic rubber, will be mechanically secured to the disc or to the valve body, and will mate against a stainless steel seat surface. The gear ratio will be such as to require not more than 50 foot pounds of input torque to operate the valve against the worst case of a water flow velocity of 10 feet per second at a pressure of 100 psi differential. A torque -limiting device will be supplied if the allowable operator input is less than 450 foot pounds. Butterfly valves will have a factory installed handwheel. The valve will open when the operator nut is turned counterclockwise. Butterfly valves will not be used for buried service. 1.2.2.3 Valves, 2" Two-inch valves for use with the 2" blow -off gate valve will be rated at 125 SWP or 200 WOG. All 2" gate valves must meet all EPA and DEP requirements regarding lead and zinc contents. Brass fittings and 2" brass wheel valves are shall be used on blow -offs. All valves must be manufactured in the U.S.A. 1.2.2.4 Valve Boxes Valve boxes and lids must be manufactured in the U.S.A. Boxes and lids must be structurally equal to those produced by East Jordan Iron Works or Tyler and must have 5-1/4" minimum inside diameter. Cast iron valve boxes will consist of a circular cast iron top and bottom section. The depth must be determined and the appropriate valve box must be installed, No PVC or Ductile is permitted in the valve box. Boxes must be set flush with finished ground surface in such a manner as to permit easy use of a valve wrench and to prevent surface loads from being transmitted to the valve or pipe. Box sections must be telescopic and adjustable. Valve box lids should have the word "WATER" or "SEWER" or "REUSE", as appropriate, cast on the top. A concrete pad (24" L x 24" W x 4" D) will be poured around all boxes at finished grade level unless the valve is located in a paved roadway or parking lot. 1.2.2.5 Valve Extensions if the depth of the valve nut is greater than 48" below grade, or 30" below grade and under the water table, a valve extension stem will be required. The extension will have a centering collar and will be mechanically attached to the valve operating nut, such as extensions manufactured by the General Engineering Company, Model #4840-0001-3, or an approved equal to be determined by the Engineering Supervisor or his/her designee. 1.2.2.6 Valve Box Debris Shield All buried valves 4 -inch through 12 -inch requiring a valve box shall be furnished with a valve box shield (alignment device). The device shall minimize debris infiltration and center the valve box over the operating nut. The device shall be of HDPE or plastic and colored white or black. It shall be furnished in two pieces that will lock together under the operating nut without requiring the removal of the operating nut. The device shall not affect the operation of the valve. No one-piece device will be accepted. The device shall be Box Lok, American or approved equal. 1.2.2.7 Insert Valve Specification The Insert Valve shall conform to the following: The Ductile Iron 250 p.s.i.g. Insert Valve shall be a Resilient Wedge Gate Valve designed for use in potable water, raw water, reclaimed water, wastewater and backflow control systems. The host pipe shall not be a permanent component of the Insert Valve. The ductile iron body, bonnet and wedge provide strength and a pressure rating that meets or exceeds the requirements of AWWA C515. Insert Valve shall be ductile iron construction meeting ASTM A536 Grade 65-45-12. Sizes 12" and smaller must be capable of working on Cast/Grey Iron or Ductile Iron Class A, B, C and D, IPS PVC, C900 and C909 PVC, Steel, AC pipe diameters without changing either top or bottom portion of split valve body. The Insert Valve shall have a 250 psig maximum working pressure. The pressure rating markings must be cast into the body of the insert valve. The construction of the Resilient Wedge shall comply with AWWA C509 requirements. The ductile iron wedge shall be fully encapsulated with EPDM rubber by a high pressure and high temperature compression or injection mold process. The resilient wedge shall seat on the valve body and not the pipe to obtain the optimum seating and flow control results. The resilient wedge shall be totally independent of the carrier pipe. The resilient wedge shall not come into contact with the carrier pipe or depend on the carrier pipe to create a seal. The Resilient wedge must ride inside the body channels to maintain wedge alignment throughout its travel. The insert valve is fully epoxy coated on the interior and the exterior. Valve shall be coated with a minimum of 10 mils epoxy in compliance with AWWA C550 and certified to ANSI/NSF-61. The stuffing box, operating stem and resilient wedge (complete bonnet and all moving parts) shall be removable, repairable and or replaceable under pressure. See Appendix "A" Approved Materials for approved Insert gate valves. 1.2.3 BACKFLOW PREVENTERS 1.2.3.1 Fireline Check Valves Check valves for fire line systems will be the Double Check Detector Assemblies (DCDA) manufactured by Febco, Watts, Ames, Apollo or Wilkins, in accordance with AWWA specification C510, ASSE 1048, UL 1469. Check valves must have bronze seats. DCDA must be supplied with a %-inch by-pass assembly. DCDA will be accepted as a complete approved assembly in accordance with the section on "Cross -Connection Control and Backflow Prevention" in the Utilities Handbook. The Utilities Department will inspect the interior of the DCDA prior to installation. DCDA must be installed horizontally above ground in a grassed or non -traffic area. The DCDA will be installed with 24" minimum and 30" maximum clearance from finished grade. "N" shaped DCDA will be accepted on a case-by-case basis. Fire lines requiring an RPZ will be handled on a case by case base. The Utilities Department shall paint the DCDA, to be paid for by the Developer/Contractor. 1.2.3,2 Meter Station Backflow Preventer Backflow Preventers for the large meter stations are a Reduced Pressure Zone Assembly and manufactured in accordance with AWWA C-511. The assembly will be installed so as the relief valve opening will be a minimum of 12" above concrete slab. If the meter station is in a planter, the top of the planter is considered the flood rim and the relief valve opening shall be 12" above the flood plain rim. The Utilities Department shall paint the meter station assembly, to be paid) for by the Developer/Contractor. 1.2.3.3 Backflow Preventer Certification Test The Contractor will provide test certifications on the jumper backflow preventer before jumper is placed into service. Backflow preventers on fire -line and meter stations will have test certifications submitted and approved prior to final inspection. 1.2.4 FITTINGS All fittings must be of the mechanical joint type with an approved joint restraint, or push -on joint with a gasket joint field restraint system, such as "Field Lok" as manufactured by U.S. Pipe or an approved equal. All fittings must be manufactured in the U.S.A. 1.2.4.1 Cast Iron Cast iron fittings will be AWWA specification C110; Class 250, cement lined with inside seal coating. The fittings will be bituminous coated on the outside and be wrapped with 6 mil polyethylene (sealed with tape). 1.2.4.2 Ductile Iron, 4"-16" Ductile iron compact fittings (sizes 4" through 16") must conform to AWWA specification C153. Ductile iron compact fittings will be mechanical joint with an interior cement lining with seal coating and an exterior bituminous coating. All fittings will be wrapped with 6 mils polyethylene (sealed with tape). 1.2.4.3 Bolts All buried mechanical joint bolts and nuts must be CORTEN Steel. All above ground bolts and nuts for flanged fittings must be 18-8 Type 304 stainless steel. Never- seize/Anti-seize shall be applied to all 55 bolts and nuts. 1.2.4.4 Tapping Sleeve Tapping sleeves on mains 4" to 12" in diameter will be ductile iron body mechanical joint type or All Stainless Steel Sleeve. The All Stainless Steel Sleeve shall be fabricated from 304 Stainless Steel. They shall have a pass through bolt design and full circumferential gasket to provide 360° seal around the pipe. The tapping sleeve is to be fully passivated to return the stainless steel to its highest corrosion resistance stage. Sleeves on mains 16" to 24" in diameter will be fabricated steel with OI -ring seal, fusion bonded, epoxy coated with 304 stainless steel nuts and bolts or M.J. ductile iron body. Sleeves on mains larger than 24" will be handled on a case-by-case basis. Tapping Sleeves for reinforced concrete mains will be handled on a case-by-case basis. The sleeves will have a fusion bonded epoxy coating on the entire body and throat assembly. The straps and bolts shall be 18-8 Type 304 stainless steel. The tapping valve must have centering ring and conform to Section 2.2.1 -Resilient Seat Gate Valves in these Technical Provisions. Tapping saddles to be placed on asbestos concrete (AC) pipe shall be a JCM 432 All Stainless Steel Sleeve or equal. 1.2.4.5 Line Stop Sleeve Specifications Sizes 4" through 12" Sleeve/Body The entire Line Stop sleeve shall be fabricated from 304 Stainless Steel. They shall have a pass through bolt design and provide 360° seal around the pipe. The line stop sleeve is to be fully passivated to return the stainless steel to its highest corrosion resistance stage. Outlet on sleeve will be full port, ie. on 8" sleeve, outlet will be 8", on 6" sleeve, outlet will be 6". Bolts, Nuts & Washers 18-8 Type 304 Stainless Steel, the bolts shall be track head type and furnished with permanently lubricated heavy -hex nuts and stainless washers. Gasket The full circumferential gasket shall be molded of synthetic rubber compounded for use with water salt solutions, mild acids, bases and sewage. The gasket shall have a gridded surface, be a full 1/4" thick with 304 stainless steel bridge plates molded flush into the gasket and have a raised hydromechanical outlet seal to seal against line surges and water hammer. Pressure Rating The sleeves shall be rated at 150 PSI hydrostatic with a test pressure of 200 PSI on pipe with a full circumferential break. Line Stop Sleeves shall be JCM 440 Line Stop Sleeve or approved equal. 1.2.5 FIRE HYDRANTS Fire hydrants must be manufactured in accordance with AWWA specification C502. Hydrants must have bronze -to -bronze main seat threading surfaces. They will be traffic type with drain holes plugged at the factory. Fire hydrants will have 18-8 Type 304 Stainless Steel bolts and nuts (bonnet, traffic flange and shoe). Hydrants will have a minimum 5-1/4" main valve opening, with one 4-1/2" pumper nozzle, and two 2-1/2" hose nozzles. Nozzles to have NST threads. Stem couplings are to be cast iron or stainless steel. The upper valve plate must be bronze. The hydrant shoe will be coated inside with fusion bonded epoxy, 6 mil minimum. All hydrants -,viii be painted at the factory with Rustoleum high-perfort-nance epoxy 9100 system, non -lead, dry film thickness 5 to 8 ails, color #9143 Yellow. City crews will apply finish paint to each new fire hydrant after the Contractor has paid the appropriate fees. Finish grade is to be established and the proper length hydrant installed be installed by the Contractor prior to acceptance by the City. All nozzles will be a minimum of 18" and a maximum of 24" above finished grade. A 6" mechanical joint hydrant connection will be provided using a hydrant valve -anchoring tee with integrally cast standard mechanical joint gland on 6" plain end branch. The Colitractor will not be allowed to install risers on hydrants. At final inspection, if it is determined that a fire hydrant is not at grade, the Contractor shall purchase a proper length hydrant and install it under the direction of Utilities Inspection Department. 1.2.6 SERVICE CONNECTIONS, 3/4"-2" All service connections will be single connections. Services that are 3/4" and 1" are to be type K annealed temper soft copper. All connections are to be of the flare type. 1-1/2" and 2" services are to be of type K drawn temper in straight lengths or annealed temper if furnished in coils. Absolutely no lead-based solderjoints will be accepted. Any repairs of service lines will be by flare -to -flare coupling. No compression fittings will be accepted. Taps in the pipe will be the same nominal diameter as the service line. Service taps in PVC pipe will be drilled with a shellcutter designed to cut PVC pipe, the PVC plug will be removed. On January 4, 2014 the following specifications will be in effect for all brass fittings in contact with potable water. Brass goods furnished under this specification shall be new and unused. All fittings shall conform to ANSI/AWWA Standard C800, latest revision. All brass components in contact with potable water must be made from either CDA/UNS Brass Alloys C89520 or C89833 with a maximum lead content of .25% by weight. Brass alloys not listed in ANSI/AWWA C800 Paragraph 4,1.2 are not approved. All service fittings shall be certified as suitable for contact with drinking water by an ANSI accredited organization in accordance with ANSI/NSF Standard 61. All fittings shall be stamped or embossed with a mark or name indicating that the product is manufactured from the low -lead alloy as specified above. Brass saddles shall be made from CDA/UNS 083600 and are exempt from the "no lead" requirement. 1.2.6.1 Saddles Saddles must be used for all connections to PVC, AC and D.E. pipe. Saddles must be all brass with "CC' threads as manufactured by Mueller Comilany, Ford Meter Box Cornpany, or Smith -Blair Company. The pipe sizes for these manufacturers are noted below: MUELLER: For pipe sizes 4" to 12", for 3/4" and 1" services, the single strap design must be used. For 1-1/2" and 2" services, the double strap design must be used. FORD: For pipe sizes 4" to 12", for 3/4" and 1" services, the style 1018 single strap design must be used. For 1-1/2" and 2" services, the style 2026 double strap design must be used. For pipe sizes 16" and larger, for 3/4", 1", 1-1/2," and 2" services, the style 202B double strap design must be used. SMITH-BLAIR: For pipe sizes 4" to 12", for 3/4" and 1" services, the 321 series single strap design must be Used. For pipe sizes 4" and larger, for 1-1/2" and 2" services, the 323 series double strap design must be used. 1.2.6.2 Curb Stops, 3/4" - 2" Curb stops 3/4" and 1" in size will be Flare -by -Meter Coupling. Curb stops roust have locking wings and a swivel meter nut. Curb stops that are 1-1/2" or 2" will be flare -by -flange with locking wing or an approved equal. All curb stops shall be centered in the meter box and installed in a horizontal position. Z 0 LU DAVID T. MENZEL and is not to be reproduced in whole or in 0030830 and is to be returned upon request. UTILITIES DEPARTMENT Z 'NATER TECHNICAL PROVISIONS DRAWN BY: J. WILLIAMS SCALE: CHECKED BY: DATE: OCTOBER 2013 DRAWING No. SHEET: 1 OF 3 ACAD NAME: WATER TECHNICAL_ PROVISIONS o l� .J _J o r� _ 0 UA PU C f 0 LLJI 1.— .'Q _ Ln:z: CITY OF O CITY OF CCA and is not to be reproduced in whole or in Brevard County, Florida and is to be returned upon request. UTILITIES DEPARTMENT Z 'NATER TECHNICAL PROVISIONS DRAWN BY: J. WILLIAMS SCALE: CHECKED BY: DATE: OCTOBER 2013 DRAWING No. SHEET: 1 OF 3 ACAD NAME: WATER TECHNICAL_ PROVISIONS This drawing is the property of MAI DESIGN BUILD, LLC. and is not to be reproduced in whole or in part. It is not to be used on any other project and is to be returned upon request. COPYRIGHT © 2018 Z l�lil 1 1 l 0 V) ti9 a � it >- Z l� .J _J o L� _ 0 UA PU 0 LLJI 1.— .'Q _ Ln:z: Opp UJ a � U LLJ co U CL. mai DESIGN BUILD SIMENIEW 395 STAN DRIVE, SUITE B MELBOURNE, FLORIDA 32904 PHONE: (321) 757-3034 FAX: (321) 757-3038 web: www.maidesignbuild.com email:dmenzel@maidesignbuiid.com Cert, of Author. -#31547 Date: 1-12-2017 Sheet Scale: AS SHWN C-1 Drawn: "AA Checked: DTIV, of ,approved: DTM Proj #: 2016-035 W 0 1 - } Rl AIit l�lil 1 1 l a v 6 0 N V O 1.2.6.3 Corporation Stops, 3/4" - 2" All corporation stops for water service W thru 2" will be brass and have "CC" inlet threads and copper flare outlet. 2" Corporation stops for "jumpers" will be "CC" -by- F.I.P. 1.2.6.4 Meter Boxes Meter boxes are to be plastic with an iron flipper lid with a full pin hinge, Service locations will be permanently cut and painted on concrete curb or the street with a blue "W" for potable water or a purple "R" for reclaimed. Reclaimed services will be located at the opposite lot corner from water services where practical or with five feet minimum separation. For larger 1-1/2 and 2 -inch meters, 17" x 30" meter boxes shall be used. For areas that are anticipated for high traffic areas, a traffic rate H-20 meter box shall be used. Reclaimed Water services will be set in purple meter boxes per section 2.6.4 above. They are also required to have a 3" x 5" permanent plastic tag, secured to the curb stop with a nylon tie wrap, will be supplied. Tags will be inscribed, "RECLAIMED WATER DO NOT DRINK". Brass fittings used for Reclaimed Water are exempt from the "no lead" requirement. 1.3 PROTECTION OF PROPERTY AND OBSTRUCTIONS 1.3.1 PROTECTION Temporary supports and/or adequate protection and maintenance must be provided on all underground and surface structures encountered in the progress of the work. Structures that have been disturbed will be restored to a condition equal to their original state upon completion of the work. 1.3.2 OBSTRUCTIONS All utility owners must be notified prior to beginning construction. Any known obstructions will be shown on the plans. The utmost caution will be taken in all operations to avoid damage to existing obstructions whether or not shown on the plans. Damage to other utilities will be at the Contractors expense. if the contractor encounters any unforeseen obstructions during construction, he shall immediately cease work in that area and notify the project engineer. The project engineer shall design and provide detailed drawings to correct the situation. The drawings shall be submitted to the Engineering Division for approval. After approval by the Engineering Division set of approved drawings will be given to the contractor and they may resume work. 1.3.3 EXISTING ASBESTOS CEMENT WATERMAINS in areas where existing asbestos cement water mains are existing, water main relocations or replacements may be necessary. If new construction of facilities is over, under, or near asbestos cement water mains, it shall require that the asbestos cement water main be changed out to poly vinyl chloride pipe or ductile iron pipe. New pipe material shall depend upon the type and location of the facilities being constructed. The Developers Engineer shall design the replacement and submit it for the Utilities Department approval. The Developer is responsible for all design, materials, labor, equipment, testing, and costs for the replacement. Contractor shall remove and dispose of AC pipe in accordance with FAC Codes 62-204,800 and 62-257. 1.4 TRENCH PREPARATION 1.4.1 EXCAVATION A trench will be opened so that the pipe can be installed to the alignment and depth required. It will be excavated only so far in advance of pipe placement as necessary. The trench will be excavated to the depth required so as to provide a uniform and continuous bearing support for the pipe or undisturbed ground. Bell holes will be provided at each joint to permit jointing to be made and inspected properly. During excavation, if ashes, cinders, muck or other organic material considered unsuitable uncovered at the bottom of the trench at sub -grade, it will be removed and backfilled with approved material. This material will be compacted in layers to provide a uniform and continuous bearing characteristic of that area's soil condition. Where the bottom of the trench at sub -grade consists of unstable material to such a degree that it cannot be removed and replaced with an approved material to support the pipe properly, a suitable foundation must be constructed. Excavated material will be piled in such a manner that it will not endanger work or obstruct natural watercourses, sidewalks or driveways. Fire hydrants under pressure, valve boxes or other utility controls will be left unobstructed and accessible e at all times. Gutters will be kept clear or other satisfactory provisions will be made for street drainage. 1.4.2 SHORING AND BRACING Open cut trenches must be sloped, shored or braced as required by all governing State law, municipal ordinances, OSHA Standards, and as may be necessary to protect life, property, or the work. Trench bracing may be removed after backfilling has been completed or has been brought up to such an elevation as to permit its safe removal. The use of a trenching box may be used in place of sheeting and bracing where appropriate. Contractor is required to have a Competent Person designated and in charge at all times while workers are in the trench. 1.4.3 DE -WATERING Excess water must not be allowed in the trench at any time. An adequate supply of well points, headers or pumps, all in first-class operating condition, may be used to remove the water. The use of gravel and pumps will also be an acceptable means of removing the water. The trench will be excavated no more than the available pumping facilities are capable of de -watering. Discharge from pumps will be accommodated in accordance with the St. Johns River Water Management District's requirements. The Contractor is responsible for obtaining all de- watering permits such as NPDES permit. 1.5 PIPE LINE CONSTRUCTION 1.5.1 GENERAL All water mains, service lines and appurtenances must be installed as specified on the approved plans and in accordance with the Standard Detail Sheet. Installation will conform to AWWA specification C600 except as modified herein. Domestic water service can only come from a Distribution main. When water service is requested and the only water main available is a Transmission main, a large tap and section of pipe shall be installed on the Transmission Main for the water service. The minimum size tap on a Transmission Main shall be a six (6) inch. 1.5.2 MATERIAL HANDLING 1.5.2.1 Precautions Every precaution will be taken to prevent injury to pipe and piping materials during transportation and delivery to the work site. Under no condition will pipe be dropped, bumped, dragged or picked up by inserting forks into end of pipe. Pipe lifted by placing forks into pipe shall be removed from job site. 1.5.2.2 Damaged Materials If in the process of transportation, unloading or handling, any pipe or fitting is damaged, it will be rejected and removed from the site. 1.5.2.3 Storage Pipe fittings and specials will be stored in a manner which will assure the protection of the material from damage and which will keep it clean. 1.5.3 INSPECTION OF MATERIALS Materials delivered to the job site will be subject to inspection by the Utilities Inspection Department prior to installation. Contractor shall notify Inspections 24 hours in advance. All materials found to be defective or not meeting specifications during inspection or during the progress of the work will be rejected and removed from the job site without delay. All materials delivered to the job site will be in accordance with the materials specifications. Materials not inspected by the Utilities Department prior to installation will be uncovered by the Contractor at his/her expense to verify compliance with these specifications. The Contractor will furnish copies of the packing list(s) for materials upon demand. 1.5.4 PIPE PLACEMENT The bottom of the trench will not be excavated below the specified grade. if undercutting occurs, the bottom of the trench will be brought up to the original grade with approved material and thoroughly compacted, as directed by the Utilities Department. Before placing pipe into the trench, the outside of the spigot and the inside of the bell will be wiped clean, dry, and free from oil and grease. Every precaution will be taken to prevent foreign material from entering the pipe. During placement operation, no debris, tools, clothing or other material will be placed in the pipe. All mechanical joints will be made up in strict accordance with the manufacturer's specifications. Beveled ends will be removed from PVC pipe entering a mechanical joint. The bell will be carefully cleaned before the gasket is inserted. Gaskets must be evenly seated, the gland placed in position with the bolts, and evenly tightened. All slip joints will be made up in strict accordance with the manufacturer's specifications. After placing a length of pipe in the trench, the spigot end will be centered in the bell, the pipe forced home, brought to correct alignment, and covered with an approved backfill material. Ductile iron pipe will be backfilled to the centerline of the pipe and compacted to ninety-five percent (95%) of standard Proctor T-99. Pipe will be installed with 30" minimum cover. Maximum cover of 42" will be accepted. Cover depth will be determined from proposed finish grade as indicated on the plans. At times when pipe placement is not in progress, the open ends of pipe must be closed by a water -tight plug or other approved means. This provision will apply during the lunch hour as well as overnight. If , water is in the trench, the seal will remain in place until the trench is pumped completely dry. Pipe installed under swale shall be D.I. and have 3 feet minimum cover. D.I. pipe to be centered on swale. If more than one joint of pipe is necessary, restrained joint pipe is required. See "Swale Crossing" detail and definitions. Pipe installed under canal or drainage ditch shall conform to all FDEP requirements. Pipe shall be restrained joint D.I. pipe with gate valves on (both sides of canal/ditch. D.I. pipe shall have 5 feet minimum cover with a concrete cap. See "Canal or Drainage Ditch Crossing" detail and definitions. 1.5.5 LOCATING WIRE A #12 Copper Clad Steel (CCS) wire that allows for the location of the pipe using an induced current line locator will be installed on all potable water, reclaimed water, and wastewater mains. The wire must be placed on the top of the pipe and taped approximately every ten feet. A run of wire must run from the main to each hydrant. Each fire hydrant must have one wrap of the wire around the barrel located at final grade. Wire color shall be blue for water, green for wastewater, and purple for reclaimed. A run of wire will also be brought up in each valve box. The wire will have 4 feet of excess length. Wire is to be connected together using an underground wire nut with a silicone -based sealant. The CCS wire shall meet the following requirements. HDPE Insulation of 30 mils, #12 AWG conductor, maximum Ohms resistance of 7.565 ohms per 1000 ft., breaking load 256 lbs. When directional drilling is used, one continuous #12 CCS extra high strength locator wire shall be installed. The CCS wire shall meet the following requirements. HDPE Insulation of 45 mils, #12 AWG conductor, maximum Ohms resistance of 7.565 ohms per 1000 ft., breaking load 1150 lbs. 1.5.6 SERVICE LINE LOCATION Service lines will be located at alternating lot lines outside the sidewalk within two feet of the right-of-way line as shown on approved plans or in a grassed area behind the curb if located in other than a subdivision. Reclaimed service line is to be located adjacent to sewer cleanouts. 1.5.7 BACKFILLED MATERIAL AND INSPECTION All backfilling material will be free from cinders, ashes, refuse, vegetable or organic material, boulders, rocks, stones, or other material which is considered unsuitable. When backfill material is not specified on the plans, backfilling with the excavated material may be acceptable provided that such material is suitable for backfilling. Pipe should be backfilled as soon as possible to minimize the length of open trench. Pipe joints, valves, fittings, and thrust blocks will be left uncovered until inspection by the Utilities Department has been completed. 1.5.8 VALVES AND FITTINGS All valves and fittings will be set and joined to the pipe in the proper location as shown on the plans. Valves should be installed outside of the pavement where practical. A roadway valve box will be provided for every valve. This valve box must not transmit shock or stress to the valve. Valve will have alignment ring installed and valve box centered and plumb over the wrench nut of the valve. The box cover is to be flush with the surface of the finished pavement or grade level as specified in the plans. A 24" -square concrete pad 4" in thickness will be poured around the valve box when it is located outside of pavement. A bronze or stainless steel disc will be cast into the pad for all valves 12" or larger. Valve nomenclature to be stamped into the disc will include the valve size, type, manufacturer's initials, number of turns, and direction to open the valve. (Example: 12" G.V. U.S.P. 20 c.c.w.) All valves will be located within two feet of the tee, see detail GATE VALVE AND FITTING DETAIL. When solid sleeves or couplings are used to join/tie-in pipelines, a SPACER PIECE shall be installed if there is a gap in the pipeline. 1.5.9 FIRE HYDRANTS All fire hydrants (hydrants) will be located as shown on the plans and marked on the pavement with a blue reflector. On unpaved streets, a blue reflector will be affixed to a post and placed as close to the edge of the road as feasible so as to be easily visible. The hydrants will be located in such a manner as to provide complete accessibility and in a manner so that the possibility of damage from vehicles or injury to pedestrians will be minimized. All hydrants must stand plumb and the bury line of the hydrant at the finished grade. Hydrants installed in State highway rights-of-way will be placed in accordance with any F.D.O.T. requirements. Contractors shall not turn or add risers to hydrants. All hydrants will be connected to the main in the manner shown on the Standard Detail Sheet. If the installation of the hydrant requires the hydrant to be greater than 40 ft. away from the fire hydrant valve, an additional valve shall be installed. If the fire hydrant valve ends up in asphalt of a major road (not subdivision) an additional hydrant valve regardless of distance shall be installed. 1.5.10 RESTRAINED PIPE JOINTS The Engineer of Record shall provide a restrained joint detail on drawings submitted to the City for approval. Restraining is to apply to all new fittings installed as part of the job, including tapping saddles. 1.5.11 THRUST BLOCKS AND COLLARS Thrust blocks may only be used with the City's prior approval at bends, fire hydrants, and as specified on the plans, in accordance with the Standard Detail Sheet. Restrained joint systems are the preferred method. Metal harnesses, tie rods, or clamps of adequate strength to prevent movement may be installed at locations where thrust blocks are not practical. Rods and clamps will be stainless steel. A 20 -foot length of ductile iron pipe will be installed at all main endings and a concrete thrust collar will be poured around the pipe at a distance of 10 feet from the end of the joint. in lieu of concrete thrust collar, restrained pipe upstream of the proposed concrete thrust collar may be used. 1.5.12 JACK AND BORE, PIPE INSTALLED IN CASINGS Pipe to be installed under pavement where open trenching is not permitted will be installed through a steel casing that has been jacked and bored. The casing pipe will be six to eight inches larger than the outside diameter of the bells on the Ductile Iron pipe. The Engineer of Record will design the casing and bore to meet FDOT or FECRR requirements. Ductile Iron pipe of the appropriate Class will be installed in the casing. Water mains must be pushed or pulled through the casing on stainless steel casing spacers with polyethylene skids attached to the pipe with stainless steel straps. The stainless steel casing spacers with polyethylene skids will be placed in accordance with manufacturer's recommendations. Casing spacers must be manufactured by Cascade or an approved equal. Restrained joints are required on mains installed inside casings. JACK AND BORE J&B installed under FDOT roadways shall conform to latest FDOT Design Standard. In the FDOT Standard Specifications for Road and Bridge Construction 2013, Section 556 applies. J&B installed under FECRR shall conform to FECRR requirements. 1.5.13 HORIZONTAL DIRECTIONAL DRILLING Only DIP and Fusible PVC may be horizontal directional drilled (HDD) under pavement or surface water way crossings. The HDD pipe shall only extend to 10 feet on each side of the crossing. Then the piping will change to the standard piping material. HDD installed under FDOT roadways shall conform to latest FDOT Design Standard. In the FDOT Standard Specifications for Road and Bridge Construction 2013, Section 555 applies. ENGINEERING PROCEDURE HORIZONTAL DIRECTIONAL DRILLS PRECONSTRUCTION CONFERENCE: 1. A preconstruction conference will be required. The preferred attendees for the preconstruction shall be but not limited to: The directional bore contractor (preferably the Field Superintendent) The permitting agency Engineer of Record Engineering Technician Inspection Supervisor Engineering Inspector for the project HDD CONTRACTOR: 1. Approval required prior to the HDD, the HDD contractor shall submit a bore plan (see sample drawing in Appendix "B") to the Engineering Supervisor for approval. The bore plan shall be a scaled drawing or computer generated drawing showing the following information but not limited to: (see drawing typical bore plan) The entrance and exit location Profile of the bored pipe All utilities including their depths and clearances from reamer Width of the right of way Pavement width Length of the bore The bore plan shall be signed by the responsible person in charge of the bore. 2. The HDD contractor shall follow the minimum clearances as shown below frorn the bottom of the water main to the top of the reamer: Water mains 12" and greater minimum clearance is 18" Water mains 10" and less minimum clearance is 12" 3. The HDD contractor will be responsible for obtaining locates for all utilities in accordance with Chapter 556 of the Florida Statutes. 4. The HDD contractor shall notify the City of Cocoa Inspection Division 48 hours in advance of the bore and notify the appropriate permitting agency per the conditions of the permit. ENGINEERING INSPECTOR: 1. An approved copy of the bore plan will be given to Engineering Inspection Division. 2. The Inspector for the project will have a copy of the bore plan at the project site. 1. Prior to the HDD the Inspector shall verify that the materials at the project site for the directional bore are in accordance with the City of Cocoa's latest technical provisions and standard details. 1. The Engineering inspector shall verify the following prior to the commencement of the HDD: a. Verify that the HDD contractor has obtained his/her utility locates. b. Verify that all utilities have been visually spotted by the HDD contractor. c. Verify that the permitting agency has been notified of the HDD. d. Witness the calibration of the sonde. 2. The Inspector shall remain at the project site until completion of the HDD. Any discrepancies shall be immediately reported to one or all of the following: • Engineering Supervisor • Engineering Technician • Inspection Supervisor Once the above persons have been notified by the Inspector, the proper authority will be notified for corrective action. COMPLETION OF THE BORE: 1. A bore log shall be submitted to the Engineering Division after completion of the bore. 1.5.14 BLOWOFFS Flushing blow -offs are to be installed and constructed as shown on the Standard Detail Sheet. Blow -off materials include 2" brass for nipples, brass threaded fittings, 2" brass angle wheel valve, and plastic meter box (purple for reclaimed). The plastic meter box is to be installed at grade over the wheel valve. The angle wheel valve will be within six inches of finished grade and will be plugged with a brass plug. 4" blow -offs will be required on both potable water and reclaimed water mains 12" and larger and must be constructed as shown on the Standard Detail Sheet. A reclaimed tag will be installed on reclaimed main blow -offs in a reclaimed meter box. Brass used in potable water shall meet the low lead requirements as set forth in Section 2.6 1.6 TIE-INS TO EXISTING SYSTE IS 1.6.1 GENERAL The Contractor is not to operate any valve or remove any thrust block from City -owned mains except under direct supervision of an Inspector of the Utilities Department. All Contractors must follow the procedures listed below for connecting new mains to existing water systems. 1.6.1.1 Mains 8" and smaller Tie-in valves will be operated and pressure tested to verify watertightness prior to the tie-in. Valves that are not water tight, shall have a new valve installed immediately adjacent (within 2') to the existing valve. The Contractor will provide a 2" tap on the new main and a 2" tap on the existing main at the tie-in valve. A 2" jumper equipped with a City supplied meter and contractor supplied backflow preventer (double check) will be installed. The jumper will be utilized for filling the main, flushing the main, providing water for bacteriological sampling, and maintaining pressure in the main after a successful bacteriological test. The tie-in valve is not to be operated and the jumper is not to be removed until clearance has been obtained from FDEP and the City. The Engineer of Record will be required to provide an executed FDEP certificate of completion prior to clearance. After clearance, the tie-in valve will be opened, the jumper removed, and the main thoroughly flushed under the supervision of the City Inspector. All ether existing valves closed as part of the job will be opened by the contractor under the supervision of Utilities Department inspector. 1.6.1.2 Mains 10" and larger The same procedure as noted for mains 8" and smaller will be used for mains 10" and larger except that the jumper will be utilized only for filling the main, providing water for bacteriological sampling, and maintaining pressure in the main after a successful bacteriological test. The tie in valve can be opened for flushing and during chlorination only under the supervision of the Engineering Inspection Division. The tie-in valve is not to be operated and the jumper Is not to be removed until clearance has been obtained from FDEP and the City. After clearance, the tie-in valve will be opened, the jumper removed, and the main thoroughly flushed under the supervision of the City Inspector. All other existing valves closed as part of the job will be opened by the contractor under the supervision of Utilities Department Inspector. 1.7 TESTING 1.7.1 GENERAL All newly installed pipe and services that have been backfilled must be tested In accordance with AWWA specification C651. 1.7.2 JUMPER METER ASSEMBLY All filling, and flushing, must be accomplished through a jumper meter assembly. The jumper meter assembly shall consist of a meter (provided by the City, paid for by the Developer/Contractor), and a double check backflow preventer and galvanized piping (provided by the Contractor). The jumper meter assembly shall be installed by the Contractor under the direct supervision of the Utilities Department Inspector. After installation the Contractor shall have the backflow preventer certified by a backflow technician, and a copy of the test report shall be provided to the Utilities Department. 1. A temporaryjumper connection is required at ALL connections between existing active water mains and proposed new eater main Improvements, per the City of Cocoa Utilities Handbook. The only exception is the installation of a new fire hydrant involving a tap and using an anchoring/swivel nipple. in this case all fittings and fire hydrant SHALL be swabbed with a 100 ppm chlorine solution prior to Installation. 2. The details to be used for filling any water main of any size from existing active water mains and for flushing of new mains up to 8" diameter (2.5 FPS minirnum velocity) and for pulling bacteriological samples from any new water main of any size. The jumper connection shall be maintained until after filling, flushing, testing and disinfection of the new main has been successfully completed and clearance for use from the Florida Department of Environrzrental Protection (FDEP) and other pertinent agencies has been received. Thejumper connection shall also be used to maintain a minimum pressure of 20 psi in the new mains all the time after disinfection and until the FDEP clearance letter is obtained. Adequate thrust blocking and/or restraints shall be provided temporarily, as required. Pipe and fittings used for connecting the new pipe to the existing pipe shall be disinfected prior to installation in accordance with AWWA C651. This tapping sleeve and the exterior of the main to be tapped shall be disinfected by spraying or swabbing per Section II of AWWA C561. 3. Flushing of 10" diameter and larger water mains may be done through the tie-in valve, in the presence of the Utility Department. The Utility Department will be notified in writing 48 hours prior to the flushing of said mains. © NAN DESIGN BUILD, LLC. and is riot to be reproduced in whole or in part. It is not to be used on any other project and is to be returned upon request. COPYRIGHT (D 2016 !j 0 Z 0 V) V) a 2 LJ1 Z �q [� p ® rL o L� 0 03 UJa La J ZLLJ 0 Z aLLJ Z u U _J < LLJ0 ca DAVID T. MENZEL 0030$50 r o This drawing is the property of NAN DESIGN BUILD, LLC. and is riot to be reproduced in whole or in part. It is not to be used on any other project and is to be returned upon request. COPYRIGHT (D 2016 0 V) V) a 2 LJ1 Z �q [� p ® rL o L� 0 03 UJa La J ZLLJ aLLJ Z u U _J < LLJ0 ca mai DESIGN BUIL HIMMEM" 395 STAN DRIVE, SUITE B MELBOURNE, FLORIDA 32904 PHONE: (321) 757-3034 FAX: (321) 757-3088 web: www.maidesignbuild.com email:dmenzel@maidesignbuild.com Cert. of Author. #31547 Date: 1-12-2017 Sheet Scate: AS SHWN � s 16 Drawn: WAA Checked: DTM of Approved: DTM Proj #:2016-035 The following procedures shall be followed: A. The tie-in valves shall be operated and pressure tested in the presence of the Engineering Inspection Division or Engineer to verify water tightness prior to the tie-in. Valves which are not watertight shall be replaced or a new valve installed immediately adjacent to the leaking valve. B. The temporary jumper connection shall be constructed as detailed. The jumper connection shall be used to fill the new water main and for providing water for bacteriological sampling of the new main as required by the FDEP permit. - Flushing shall not be attempted during peak demand hours of the existing water main. - All downstream valves in the new system must be open prior to opening the tie-in valve. - Provide for and monitor the pressure at the tie-in point, the pressure in the existing main must not drop below 35 psi. - Tie-in valve shall be opened a few turns only, ensuring a pressure drop across the valve is always greater than 10 psi. 1. The contractor shall provide documentation demonstrating that the double check backflow prevention device has been tested and is in good working order at the time of installation. The test shall be performed by a qualified backflow prevention technician. 2. Except as required to flush lines of greater than 8" in diameter, the tie-in valve shall remain closed. The tie-in valve shall remain closed until the new system has been cleared for use by FDEP and all other pertinent agencies. 3. Upon receipt of clearance for use from FDEP and all other pertinent agencies, the contractor shall remove the jumper connection. The corporation stops are to be closed and plugged with 2" brass plugs. 4. All installation and maintenance of the temporary jumper connection and associated backflow prevention device fittings, valve, etc., shall be the responsibility of the contractor. 1.7.3 FLUSHING AND SWABBING The City will provide an adequate volume of water for the filling, flushing, and testing of mains. The Contractor will notify the Engineering Inspection Division prior to flushing or filling mains. The pressure in the City's system will be monitored during the flushing; at no time should the pressure in the City's system be allowed to drop below 40 psi. Water used during flushing will be billed to the Contractor. The City of Cocoa Utilities Department requires all new mains regardless of size or material to be pigged/swabbed. in an effort to make sure all footages of a pipeline are pigged, the following procedures are to be used as a guide and in no way to be construed as means and methods. The following terminology may be used in the discussion or operation of the pigging procedure. Pigs shall be manufactured of a 2Ib. per cu/ft density open cell polyurethane foam body (swab) complete with rear polyurethane drive seal Pig launching station may be a "wye", "tee" or simple inserting the pig at the very beginning of the pipeline. The beginning of the pipeline is defined at the jumper assembly location. Pig retrieval point or cannon is a "wye", "tee" or open end of pipe at which point the pig will exit the pipeline. The pipeline will be filled through the jumper assembly the day before of the pigging operation. The pig will be advanced through the pipeline at a rate of 2 feet per second, 80 gpm for 4"; 180 gpm for 6"; 320 gpim for 8". Flow rates and jumper assemblies for mains 10" and larger will be determined by the Engineer of Record and approved by the City of Cocoa Utilities Department. The pig retrieval point or cannon will project at least one foot above the surrounding grade. The water from the pig retrieval station discharge and its location to discharge shall be approved by the Utilities Department. The contractor will be responsible for following the National Pollutant Discharge Elimination System (NPDES) requirements to remove chlorine from discharge as well as protect retrieval area from erosion. Retrieval cannons will not be left in place. After pigging and flushing are complete, the cannon will be removed and capped below ground in accordance with Engineer of Record details or City of Cocoa Standard Details. The contractor may insert the pig into the first section of pipe between the isolation valve and the downstream point of jumper assembly. By inserting the pig between the isolation valve and the downstream jumper assembly point it will allow the pipeline to be filled without moving the pig down the pipeline. If the pig is moved during filling operation another pig will be inserted into the pipeline. The isolation valve may be cracked open for a few seconds under the direction of Utility personnel to move the pig past the jumper assembly downstream point so the jumper assembly can advance the pig through the pipeline. When the pig exits the pipeline, the flushing will continue until the water is clear. A simple way to determine if water is running clear is to capture some water in a WHITE cup. If water is clear and no particles in cup then flushing is complete, if not flushing will continue until water is clear. 1.7.4 HYDROSTATIC TEST A blow -off or fire hydrant will be installed at the end of the pipeline under test. The line being tested will be slowly filled with water to the specified test pressure. Before applying the specified test pressure, all air will be expelled from the test section including service connections. If fire hydrants or blow -offs are not available at high elevations, taps at points of highest elevation will be made to facilitate air removal and testing. When testing is complete, the service lines installed for air removal must be removed. The line must hold the 150 -psi test pressure for a two-hour test period and must be witnessed by Engineering Inspection Division personnel. Sufficient human resources are to be employed to insure inspection. If the line fails to meet the test, it will be repaired and re -tested until the test requirements are satisfied. Line pressure will be maintained to within 5 psi of the test pressure at all times. 1.7.5 LEAKAGE TEST A leakage test at 150 psi will be performed on all newly installed sections of pipe in accordance with AWWA C600 or C605 after installation of all service connections. Any leakage observed must be less than the following per thousand feet of pipe: SIZE ALLOWABLE LEAKAGE 2" 0.20 Gallons/Hour 4" 0.33 Gallons/Hour 6" 0.50 Gallons/Hour 8" 0.67 Gallons/Hour 10" 0.83 Gallons/Hour 12" 1.06 Gallons/Hour 14" 1.16 Gallons/Hour 16" 1.32 Gallons/Hour L=SD VP 148000 L = testing allowance (makeup water), in gallons per hour S = length of pipe in feet D = nominal diameter of pipe, in inches P = average test pressure during the hydrostatic test, in pounds per square inch (gauge). P has the square root taken. On small main extensions where the allowable leakage loss cannot be reasonable measured (.25 gallons or less), NO LOSS OF PRESSURE shall be allowed. 1.8 DISINFECTION & BACTERIOLOGICAL TESTING 1.8.1 GENERAL The Contractor must flush mains and arrange for complete disinfection by chlorination in coordination with the Engineering Inspection Division. Work will conform to applicable provisions of AWWA specification C651, "Disinfecting Water Mains." Water with a chlorine concentration of 50 ppm will be evenly distributed throughout the pipe system and allowed to remain in the pipe for twenty-four hours. Transmission mains may be chlorinated using the "slug method". If the slug method is used, a detailed written procedure shall be submitted for approval. The main shall be dechlorinated to zero ppm chlorine before any flushing is performed. The method for dechlorination shall be approved by the Engineer of Record. After flushing, the water shall remain in the pipe for 24 hours before sampling. Service connections and tie-ins made before testing must be disinfected in accordance with AWWA specification C651. Samples will be taken by a Utilities Department approved laboratory. Two consecutive day samples are required for potable water mains. Water mains shall not be flushed between samples. The Contractor will be responsible for ALL bacteriological testing fees. Sample points are determined by the Engineer of Record and approved by FDEP. If samples taken do not demonstrate satisfactory results, re -chlorination is required. Disinfection of reclaimed water mains is performed in the same manner as potable water mains. Bacteriological testing of the repaired reclaim water main will be performed in compliance with regulatory agencies such as the Florida Department of Environmental Protection, and requires one day of satisfactory bacteriological results. Sample points for reclaimed water mains are determined by the Engineer of Record. Samples are collected Monday through Thursday by City of Cocoa designated personnel. To schedule a sample pickup, please contact the Lab Manager at 321-433-8707. If samples taken do not demonstrate satisfactory bacteriological results, re -chlorination and re -sampling is required. A fee will be charged by the City for additional sample collection and analysis. CONTRACTORS WORKING ON EXISTING MAINS When existing water mains are taken out of service by contractors, and water service to existing customers is interrupted causing a PBWN, the water main will be taken out of service on Monday or Tuesday. If for some reason the water main cannot be taken out of service on Monday or Tuesday, then the contractor at their expense shall have the laboratory perform bacteriological testing after normal working hours. This procedure is to lessen the time water customers are under a PBWN. I i i I i �— I__ ---.__- 1.9 CONNECTION TO EXISTING SYSTEM 1.9.1 GENERAL Connections to existing City transmission mains (16" and larger) will be made by Approved Tapping Contractor under the direction of the Engineering Inspection Division. On transmission mains, the Approved Tapping Contractor will install the tapping sleeve and valve. For all connections from 4" —12" the Contractor may install tapping saddles under the supervision of the Engineering Inspection Division. For all water main connections, the Contractor must obtain all required permits; provide a dry pit area, all pit preparation including shoring and bracing, maintenance of traffic, all right-of-way restoration; and notify all utilities prior to construction. Taps on RCP, PVC, AC, or DIP mains must be made by a tapping Contractor who has been approved by the Utilities Department. Tapping saddles and valves supplied by the Contractor will be inspected by the Engineering Inspection Division prior to installation. The installed tapping saddle and valve must be tested with water at 100 psi for 15 minutes prior to tapping to insure a watertight installation. Saddles installed on RCP mains will be tested 10% over line pressure. The pressure test will be performed by the Contractor and witnessed by the Engineering Inspector. After the pressure test of the saddle has been completed an Approved Tapping Contractor can tap the main. 1.9.2 TAPPING AND LINESTOP PROCEDURES • ALL 0.75" —12" TAPS or LINESTOPS on City of Cocoa potable, reclaimed and wastewater mains will be performed by an Approved Tapping Contractor (see approved list).* • ALL 16" and larger TAPS or LINESTOPS on City of Cocoa Transmission Mains will be performed by bonafide tapping contractors ONLY. Contractors will be approved on a case- by-case basis. Bonafide means the Contractor is in the business of doing taps or line stops.* • Absolutely NO taps or linestops will be performed on Friday or any day preceding a holiday. • Approved contractors to disinfect tapping machine with AWWA approved disinfectant. This will be witnessed by a City of Cocoa inspector. • The contractors tapping or linestop machines will be in good working order with appropriate bits and shell cutters for the type of pipe being worked on (ie. shell cutter for PVC)* • When taps or linestops are installed on Transmission Mains (> 12"), a preconstruction meeting will be held with the tapping contractor prior to ANY work being performed. The meeting maybe held at the job site. • Taps and linestops on the Utilities reinforced concrete mains will be a two (2) day process. Day one the saddle is installed and grouted, Day two tighten straps, cut prestressing wires, install throat and valve. Pressure test on saddle is 10-15% over line pressure for 30 minutes. After successfully completing pressure test, tap can be made. • ALL excavations must conform to current OSHA Trench Safety Act. • The City of Cocoa reserves the right to remove any contractor from the approved list for any work considered substandard. * Tap or linestop to include: Material, installation, labor, drilling and testing ** Bit, boring bar & adaptor 1.10 FINAL CLEAN-UP AND ACCEPTANCE 1.10.1 GENERAL Upon completion of the work and before acceptance by the Utilities Department, the Contractor will meet all permit conditions, remove all debris, and complete sodding, sprigging, or seeding if required by the plans. The Contractor will leave all areas affected by his/her operations in a neat and presentable condition. Acceptance of completed work by the City will be contingent on the following work items completed to the satisfaction of the Engineering Inspection Division. • Pressure Test • Bacteriological Testing • Restoration • Payment of fees • Approved As-Builts • Easements • Bill of Sale • Final Inspection I 1.11 FIRE SERVICE 1.11.1 GENERAL All Fire Lines shall be installed by a licensed Fire Line Contractor in accordance with Florida Statute Chapter 633 and Rule Chapter: 69A-46. Where wet pipe sprinkler service is used, an appropriate backflow prevention device will be installed in accordance with the "Cross - Connection Control and Backflow Prevention" section of the Utilities Handbook. Fire line DCDA shall be installed in non -traffic areas. Four to six bollards maybe required. 1.12 CONNECTION OF BUILDINGS OVER FOUR FLOORS 1.12.1 GENERAL Connection of domestic water supply systems serving buildings over four floors in height to the City's s water distributions stem will be subject to the following requirements: s. • A fixture unit analysis will be performed by the Owner's engineer to determine ,peak domestic flow requirements. This analysis is to be provided to the Engineering Division. • A water meter and a reduced pressure backflow preventer, sized in accordance with the domestic flow requirements, will be installed above ground at the developer's expense. • Upon written request, the City will provide the site engineer with the minimum expected system pressure. The site engineer will be responsible for providing this information to the architect and building owner. Means for providing an adequate supply of domestic water and fire protection to all parts of the building during periods of minimum pressure will be the responsibility of the building Architect or Engineer of Record. • Repair costs for damage to the water meter caused by flows exceeding its rated capacity will be charged to the customer. 1.13 BACKFLOW PREVENTERS 1.13.1 GENERAL Backflow preventers must be installed at locations where cross -connections may occur. The need for backflow preventers will be determined by the Utilities Department. Backflow preventers will be the reduced pressure type assemblies. Backflow preventers will have interior fusion bonded epoxy coating 5 to 12 mils, and will be installed above grade in accordance with manufacturer's recommendations on a concrete slab adjacent to the meter. Backflow preventers are to be approved in accordance with the "Cross -Connection Control alnd Backflow Prevention" section of the Utilities Handbook. 1.14 RECORD DRAWINGS 1.14.1 GENERAL Record drawings are required for all systems to be accepted by the Engineering Division. Record drawings will be prepared by a surveyor or an engineer registered in the State of Florida and will contain the following information: • Location of all valves, service lines, fittings and fire hydrants using at least two tiles to permanent points (manholes, power poles, curbs, or storm water inlets). An acceptable station and offset system may be used for service lines and fittings only. • Location of mains from property easement lines or edge of pavement at intervals of 300 feet. • Elevations to the top of the water Fine at intervals of 300 feet and at all drainage and sewer main crossings. Bench mark to be shown on record drawings. • Separation between reclaimed water or force mains and water mains if they are installed within 10 feet of water mains. • Water main material and distance of mains from buildings or structures within 20 feet of the water main. • Distance from hydrant to hydrant valve. • Pertinent easement information. • Certification by the surveyor or Engineer of Record accepting responsibility for accuracy of information supplied on the record drawings and a statement certifying that all mains are within easements and/or public right-of-way. The name "City of Cocoa" must appear on all record drawing survey information. Record drawings will be drawn at an engineering scale that is legible and readable as determined by city staff. Areas requiring additional detail may be enlarged as necessary. Right- of-way, easements, and lot lines will be accurately shown. After the surveyor or engineer has certified the locations, the engineer will certify on DEP Form 62-555.900(9) that the system depicted on the record drawing was constructed in substantial conformance with approved plans and will function as intended. Lot, block numbers, and street names will be included. Provide two (2) sets of signed and sealed record drawings and one (1) digital file including all reference files (XREF). AutoCAD 2010 or higher, or DXF format shall be provided to the City. CAD drawing standards for record drawings will be available from the Engineering Division upon request. These standards will provide for isolated layer information, text height, font, line type and weight, specific standard symbols (blocks), etc. which will allow transfer of record drawing data to city as -built maps in a standardized format. LJ ,r 0 DAVID T. MENZEL part. It is not to be used on any other project and is to be returned upon request. 0030830 Z 0 z C��¢�ftl4i�y p lE p� _© C1 0 _0 A 16-2 � � fpF b�4 Z V CD L!�I N r L1aJ LL�� L_ Q Z ULLJ t- 4R LJLJ Vca CL e^` n d E- 1 0 U V DESIGN BUILD LIJa MELBOURNE, FLORIDA 2904 PHONE: (321) 757-3034 FAX: (321) 757-3088 web: vmw.maidesignbuild.com email:dmenzei@maidesignbuiid.com Cert. of Author. #31547 Date: 1-12-2017 Sheet Scale: AS SHWN v Drawn: VdAA Checked: DTM of Approved: DTM Proj #:2016-035 0 This drawing is the property of DAVID T. MENZEL part. It is not to be used on any other project and is to be returned upon request. 0030830 Z 0 C��¢�ftl4i�y p lE p� _© C1 0 _0 A 16-2 � � fpF b�4 Z V CD L!�I r L1aJ LL�� L_ Q Z ULLJ t- 4R LJLJ Vca CL e^` n d E- 1 0 U V DESIGN BUILD 395 STAN DRIVE, SUITE B MELBOURNE, FLORIDA 2904 PHONE: (321) 757-3034 FAX: (321) 757-3088 web: vmw.maidesignbuild.com email:dmenzei@maidesignbuiid.com Cert. of Author. #31547 Date: 1-12-2017 Sheet Scale: AS SHWN v This drawing is the property of MAI DESIGN BUILD, LLC. and is not to be reproduced in whole or in part. It is not to be used on any other project and is to be returned upon request. COPYRIGHT © 2016 Z 0 a f� o C1 0 _0 A 16-2 � Z V s 0 a L!�I L1aJ LL�� L_ Q Z ULLJ t , V Q LJLJ Vca CL 0 U V DESIGN BUILD 395 STAN DRIVE, SUITE B MELBOURNE, FLORIDA 2904 PHONE: (321) 757-3034 FAX: (321) 757-3088 web: vmw.maidesignbuild.com email:dmenzei@maidesignbuiid.com Cert. of Author. #31547 Date: 1-12-2017 Sheet Scale: AS SHWN v Drawn: VdAA Checked: DTM of Approved: DTM Proj #:2016-035 °� won ,cu, ieatwes o srandard nnisnes, z Decorative - w _ T� The Prevail LED area, site luminaire combines optical performance trim bar options and is ADA compliant. �,y g ■■ qq�� energy efficiency and long term reliability in an advanced, patent pending �� [ �6 �a,7 k = modern design. Utilizing the latest LED technology, the Prevail luminaire .�, POLE MOUNTED AREA LIGHTING sunparalleled uniformity resulting ingreater pole spacing. A y "' deliver versatile mount standard arm facilitates ease of installation for both FIXTURE, LED '' retrofit and new installations. With energy savings greater than 62%, the Prevail fixture replaces 150-450W metal halide fixtures in general k" '' area lighting applications such as parking lots, walkways, roadways and MOUNTING HEIGHT 25' ABOVE building areas. il ' , GRADE SPECIFICATION FEATURES ........ ._..._ . . _..._.. _.__. ... _ ...... . . -- "" '_ "-..... . . SPECIFICATION FEATURES Material LED Options �R ,;y... Pooject: ---'-------.--.---- -' --.---------...-.---.--..---.------.---.-.------.---- L14 ,. - - - -Painted solid aluminum with a 1iB" 16" L3:2000 nominal lumens at Two Horizontal Trim Bars (2HTB) ` ,., �" ' .___-- _-.___ Construction Electrical (MSPIDIM)operation.The matte white extruded acrylic panel. max 20W Two Vertical Trim Bars (2VTB) is Lo +t ".-^----______ __ Construction is comprised of a LED drivers are mounted to the optional LumaWatt Pro system is CONTRACTOR SHALL MAKE SURE Open bottom and enclosed top. 37" 1-3:2000 nominal turners at Remote Battery Pack (RBP) Cat N,; heavy-duty, single -piece die-cast fixture for optimal heat sinking best described as a peer -to -poor �` aluminum housing. The LED and ease of maintenance. Thermal wireless network of luminaire- THAT SELECTED LIGHT FIXTURE Luminous top and bottom for LED max 20W 5' Max Distance -Must be interior drivers are mounted in direct management incorporates both integral sensors that operate in 25" 1-4:3000 nominal lumens at Mounted - I - t1'p° p Finishes max 29W f contact with the casting to promote conduction and convection to accordance with programmable IS "DARK SKY COMPLIANT" La•+;ps -- Q•y. -- g P p g --- --. ...... ............".- Q-..__.-...._---'- ALP (Aluminum Paint) ;-- C low operating temperature and transfer (teat rapidly away from the profiles. Each sensor is capable Compliance 6 �7yr y Notes. loo lie. The die-cast aluminum LED source for optimal efficiency of motion and photo sensing, MW Matte Whit 9 ( ) Driver U.L. and C.U.L. listed for wet `w1 ," door is tethered to provide easy and light output. Class 1 electronic metering power consumption and MB (Matte Black) LED system coupled with with proud ADA compliant, except access to the driver if replacement drivers have a power factor ,,90%, wireless communication. GRM (Graphite Metallic) electrical driver to deliver optimal with proud trim options. �' ''- is required. Aone-piece silicone THD <20%, and an expected life NOTE: DP (Dark Platinum) performance. Electronic drivers are "";c - `" BM (Bronze Metallic) available for 120-277V applications.' gasket seals the door to the fixture of 100,000 hours with <1% failure Mounting r, ��" Philips t'IadCO LED step light lit1L'-voltage landscape tUr11ii1alte t1aS housing. The optics is mounted rate. Available in 120-277V 50i60Hz Standard of HANDHOLE DEPTH OF CONCRETE BASE BELOW CC (Custom Color - Specify) q0-10ti dimming control is t" "" M a pole mount arm is bolted GRADE SHALL BE SUFFICIENT I For Custom Color contact factory available (Standard) on all models r I interchangeable gable LED CGtOr temperature between Kan l 4K CCT; on a versatile, aluminum plate 347V 60Hz or 480V 6oHz operation, directly to the pole and the fixture N SIZE for quotation. 1, 11 that dissipates heat from the 480V is compatible for use with slides onto the arm and {oaks in TO MEET THE CURRENT FLORIDA Standard integral class 2 driver 673 -WP SERIES This wJjustable luminaire also has the ability to switch between 5 LEDs resulting in longer life of the 430V Wye systems only. 10kV110 place with a bolt facilitating quick WIND CODE FOR THE AREA. 29W max., 0-10V dimming. preset light Outputs. fixture. The fixture is IP66 and 3G IIA singe protection standard, and easy installation.. The versatile, vibration rated (ANSI C136.31) to 0-1oV dimming driver is standard patented, standard mount arm \\ Diameter 16" insure strength -Lumen output source Lumens: g of construction with leads external to the fixture to accommodates multiple drill Ordering and longevity in the selected accommodate controls capability patterns ranging from 1-1/2" to Watts 0 nominal lumens g gUirtC Example: RSC2-AK5DG2 application. such a dimming " •' CONTRACTOR SHALL COORDINATE Wattage29W _...........___..._._._.......____..___._.._...._.__..__..__.._.___.._____�_...._.........__._._._____.__,.-___„_---..-__._.._'�.___._._____. ._______._--_.________'_ a dimming and occupancy. 4-7/B.Removal ofthe door onthe -Color Rendering: CRI 83+ Series Finish Optics 1 Source I Generation Suitable for ambient temperatures standard mounting arm enables WITH pe WITH LIGHT POLE MANUFACTURER DIMENSIONS CorreiatedCulorTempemture: 1--J Optive from -40"C to40'C.Optional 50°C wiring of the frxiurevriihouthaving p 2411 THE SIZE OF THE BASE AND SIZE OF 499DK,3599K,399DK,279DK __________ .._____. _.___ � = � , 0 Rated Life of Lamp (hra? 50,000 - - . i Precision molded, high efficiency HA (high ambient) available, to access the driver compartment. Dimming:0 10V ._.._..___..._ _.___...._._. _ _.--____-_,___._ _" ,.-_,_ ----------_,_,.._..-_.__ , _._._ _, optics a precisely designed to Standard NEiVIA "s -PIN twistlock A knock -cut °n the standard BOLTS TO ANCHOR POLE TO BASE Warranty: Warranty; 5 year limited A Black 1 shape the distribution, maximizing photocontrol receptacle and NEMA mounting arm enables round - - FINISHED a.a warranty on LED components RSC2 Aluminum step light a White KS Alum!numtouvers p '.. TO MEET CURRENT WIND CODE. '' - I ° H Bronze : ID LED G2 Generation 2 efficiency and application spacing. 7 -PIN twist!ock photocontrol pole mounting. Wall mount and { I Available in Type ff, III, IV and V receptacles are available as mast arm mounting options are T Diameter; 25" -.r._._.-_..---. GRADE A Black 1-- - - distributions with lumer+ packages options. available. Mast arm adapter fits i -Lumen Output Source Lumens: RSF2 Polycarbonate Step light . . � -p "g ILS Opal lens : D LED G2 faneration2 - Wattage: nominal lurnsns H Bronze _ _ _ _-_i ranging from 6,100 to 18,900 \ i a am• wet age: z0w - ---- ---- - ---- --.--t----'---"-.-------' - 2-3;8" O.D. tenon. a _ nominal lumens. - � - �"- -Color Rendering: CRI e3+ R552 Polycarbonate StA li hT A Black I s Light engine Controls _ ) -P g KS Aluminum louvers i D LCD G2 venP.ration2 - _ - - - -I I 9• / \� -Correlated Color-remperature: ... ....._....._.._............_....._.._.... _.. __..___ ..................._...... N.._ Bronze .... configurations consist of gor The Prevail LED luminaire control Finish (1' - I I - i { III -III -III mea ni �� y 4o0oK 3s0DK 309oK, 270oK---...._..._.._...__ ..----'--.._._._......_.-_ j_. ----....._. ._. _._..-_-.- -. _... 2 high -efficacy LEDs mounted options are designed t' p t P,ated L fe o(Lamp (tics): 50,000 A Black I ! g d to be sample Hous+rtg and cast parts fisli^,tied III - i I I _, eas• a7• D,mming: 0 10v RSV2 Ventral aluminum step light B White ; KS Aluminum louvers ':. D LED I G2 Generation 2 to meta; -core circuit boards To and cost-effective ASHP,AE and in five -stage super TG1C polyester ' I96i1I : 1 maximize heat dissipation and California Title 24 compliant -"` 1 Warren Warrant I t _ p powder coat point, 2.5 mi! nominal -'� I - Warranty: y:5 year .__,_._,___..__.______.__. _._,__.___ _. Bronze "__�l _ ----, - _T .,^ ,___.^..�--: ---. "" - �L_--� promote long life (up to L92,60,000 solutions, The ANSI C136.41 thickness for superior ------ warranty on LED components p !Ol protection 1 7 - ! ---. ! - For hours at 25'C) per iESNA TM -21. compliant NIEMA 7 -PIN receptacle against fade and wear. Standard ' __ he ulta, a -e level of spill light enables wireless dimming Additional 1935-1 i I I Diameter: 37" Optional for early installation --------.._ -__--_ ..._-- -.__ _-_..:.._ .._______-_ g when color is bronze. Additional colors �: _ It I I -Lumen Output Sourer: Lumens: � ... .___....._. ..._. __-._..___.__.._ __ + \ M.G..) i { 1 L43noo nominal lumens Series Finish Option control, an optional house side used with compatible photocontrol. available in white, grey, black dark 0�0 0 Wattage: 29W shield accessory can be field or An integrated dimming and platinum and graphite metallic. Color Rendering:Cfll83+ R52 0 a factor installed. ' control option available in on/ \ ! ! ! - T' occupancy sensor is a standalone III -._ -Correlated ColorTem cratum: _ __ __ _ . __ *0.D +o�la. *o. \ MINIMUM 24" DIA.CONC. _ ---- -- i 4000x, 3500K, 3000K, 2700K RS2-_._I.._- r Wareanty BASE A Black HO Hous:ngonlY l� \ - STANDAR TANDARP g78.t7- -Rated Dimmi 0:0-1 amplhrs):50,000 Uff,MSP) and hi -._vel dimming >±ive-year warranty. + + + + + + H Bronze wn nyoaoa¢oNrAL tvrov9Ri'icAL 8 White �� _ _ STANDARD s7ANUNa1 -Dimming: 0-10V (pre -shipment) STANDARD TRIM BAA6 t2Nta) TRIM BARS 12viB1 - Warranty. Warranty: 5 year limited _ ._. _....__ .._. _. ,,,- +0.0 -0.0"O.0 D.0\D.0 D. warranty on LED components __.__ -__. ____mplete `\ \ Use when Housing Only (HO) is ordered for pre shipment to complete catalog number of fixture without housing. ...._. .. .-_.-.._. *0.0 '00 + 0\+n 1 1+ 1 1 mM£NstoNs % ORDERING INFORMAilON - _ Accessories • ` `za;a" -= +0.1 +01 +0.2 +O. 1 Fixture Number: 673-t6-WP-L3/627-UNV-ALP ____........_..-- ..___. _-- --.-- 170mml_1 1 I +0.1 +01 +0.4 +0. +0. S \ a` +0.1 *0 ,+ + 6 .4 0. \ D 0 ��$ 5 ��, LIGHT POLE DETAIL +0.2 +0 + �Q'S +0- -110, �y� 2. 3.0 ,p \, NTS +0.2 +0 + / + +LC +0.8 +0. +D. �0 LumaIrrk Series Size Mounting Type LED Lamp LED Voltage Finish Options 673=Luminous Half 16=16" WP Exter:urWail __, _16 _,_, 25"_ 37' _... GNVIt20-277VI ALD=Aluminum Paint 2VT6=Two venicaiTdm Bars Cylinder 25=25'' --- Wattage 131827 L3/827 L4/827 PRV-A40-D-UNV-T4-BZ MW=Matte White 2HTH=Two Horimnttniim Bars Lamps 17=17' I 2.9 fc 1-31830 1-3/838 1-4/830 N/A MB=Matte Black RBP= Remote Battery Pack (5' ".ij i:a. Apr f . '-b 2 7580 L3/835 L3/835 L4/835 o DP=Dark Platinum Max Distance) Battery Must Bo OPTICS, BRONZE PAINTED FINISH L31840 1-3/898 1-41840 GRWGrapi,hc Metallic Remote Mounted In An Interior 673-WP-CF2/26-BC EXTERIOR WALL MOUNT LUMINAIRE WITH WHITE TWO SYLVANIA 26 WATT i 1 3600 1 13M=Bronze Metallic Location Cert. of Author. #31547 Bate: 1-12-2017 INTERIOR AND WHITE PLASTIC LENS CPFL LAMPS Drawn: WAA Checked: DTM CC_ -Custom Color -Contact Proj #:2016-035 Z 15 RSC2-K5D-G2 STEPLIGHT, HORIZONTAL LOUVER, FLEXBOARD ARRAY OF 18 1 factoryfor quolation 1 Construction mounting kits I `-s MAKM Masonry kit I I MAKNS New Siad Wali kit - MAKES Existing Stud Wall kit I)f ---- ...._.__ -13-15/ __....._._...___„______....„.._.„,._...____.,.....__16"I354mn11 --Z6-13/16"i681mm1 All units supplied with mounting hardware for concrete pour installation. If other mounting kits are required, order accessory. {q4` RS -2 -LED -step -light 02/17 page 1 of 3 C ilU5 2.1 7 6 2. �,-p Et v/ 'O. + `� \ 1800 E. 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Ft.): 0.75 SHIPPING DATA Approximate Net Weight: 20lbs. (9.09 kgs.) TD50001aEN `www.designlights.org rR10".-2917-DB-9296:05:59 Schedule Description Symbol - --------- Min Max/Min Avg/Min --� Symbol QTY Catalog Number - Description T ----I---- I Lam Lamp Number Lumens LLF --- Wattage 6.8 fc 44 PRV-A40-D-UNV-T4-BZ 8.7:1 -� Lamps per Lamp 2.9 fc ao fc ® N/A a.L PREVAIL AREA AND ROADWAY LUMINAIRE (2) 70 CRI, 4000K LEDS AND TYPE IV ".ij i:a. Apr f . '-b 2 7580 1 143 1 o 0 f OPTICS, BRONZE PAINTED FINISH ® 46 673-WP-CF2/26-BC EXTERIOR WALL MOUNT LUMINAIRE WITH WHITE TWO SYLVANIA 26 WATT i 1 3600 1 44 6 Cert. of Author. #31547 Bate: 1-12-2017 INTERIOR AND WHITE PLASTIC LENS CPFL LAMPS Drawn: WAA Checked: DTM Approved: DTM Proj #:2016-035 Z 15 RSC2-K5D-G2 STEPLIGHT, HORIZONTAL LOUVER, FLEXBOARD ARRAY OF 18 1 174 1 9.2 DAVID T. 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Apr f . '-b f � Q U •- f r LL1 a.,X - LLLL 0 f WA W a DESIGieI BUILD MEMENEW 395 STAN DRIVE, SUITE B MELBOURNE, FLORIDA 32904 PHONE: (321) 757-3034 FAX: (321) 757-3088 web: www.maidesignbuild.com 6 Cert. of Author. #31547 Bate: 1-12-2017 Sheet C 0 1 8 of State: 1 "=40' Drawn: WAA Checked: DTM Approved: DTM Proj #:2016-035 Z DAVID T. MENZFL 0030830 This drawing is the property of MAi DESIGN BUILD, LLC. and is not to be reproduced in whole or in 1 apt n 1 „ o CV 0 E e to /"SAA ,.+. < 0 O �'_" CD u. ` f fa L - _J LIJ_J LJJ Q 5 _ a....1. , 9 I I'll, ® ... ? >`' _ .__ L ` I 1-,J a.L s" ".ij i:a. Apr f . '-b f � Q U •- f r LL1 a.,X - 1 e ., 4 4 ..ate %'�r 0 f WA i I , , l a This drawing is the property of MAi DESIGN BUILD, LLC. and is not to be reproduced in whole or in part. It is not to be used on any other project and is to be returned upon request. COPYRIGHT © 2016 0 Ln (/)o < 0 O ;� U Q _J LIJ_J LJJ Q � :D U F- ® a ;� L/) �_ >`' _ a.L W f � Q U _7- LL1 a.,X U 0 f V a DESIGieI BUILD MEMENEW 395 STAN DRIVE, SUITE B MELBOURNE, FLORIDA 32904 PHONE: (321) 757-3034 FAX: (321) 757-3088 web: www.maidesignbuild.com email:dmenzei@maidesignbuild.com Cert. of Author. #31547 Bate: 1-12-2017 Sheet C 0 1 8 of State: 1 "=40' Drawn: WAA Checked: DTM Approved: DTM Proj #:2016-035 A: SEE STORMWATER MANAGEMENT CRITERIA FOR MINIMUM STANDARDS. GENERAL CONSTRUCTION SEQUENCING PLAN and is not to be reproduced in whole or in THIS PLAN IS INTENDED TO COMPLY WITH APPROPRIATE CONDITIONS OF THE BREVARD COUNTY LAND THE FOLLOWING CONSTRUCTION SEQUENCING IS GENERAL IN NATURE AND IS INTENDED SITE DESCRIPTION: DEVELOPMENT REGULATIONS, THE RULES OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, TO PROVIDE A GUIDLINE FOR THE CONTRACTOR. IT SHALL BE THE CONTRACTORS qq gg�h�6t�rl CHAPTER O 17-25 F.A.C. AND THE ST JOHN'S WATER RIVER MANAGEMENT DISTRICT. DURING ALL CONSTRUCTION E RESPONSIBILITY TO COMPLETE THE PROJECT IN CONFORMANCE WITH THE NPDES V) ACTIVITIES THIS PLAN ADDRESSES THE FOLLOWING AREAS: STANDARDS AND APPROVED PLANS AND PERMITS. I. GENERAL EROSION CONTROL 1. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS. i 2. PROTECTION OF SURFACE WATER QUALITY DURING AND AFTER CONSTRUCTION. O z 3. CONTROL OF WIND EROSION 2. FLAG THE WORK UNITS OF CONSTRUCTION AND IDENTIFY AREAS NOT TO BE EAST BY THE FLORIDA EAST COAST RAILROAD RIGHT OF WAY. DISTURBED. THE VARIOUS TECHNIQUES OR ACTIONS IDENTIFIED UNDER EACH SECTION INDICATE THE APPROPRIATE CSL SITUATION WHEN THE TECHNIQUES SHOULD BE EMPLOYED. ALSO IDENTIFIED IS A CROSS-REFERENCE TO A 3. HOLD PRE -CONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO STARTING DIAGRAM OR FIGURE REPRESENTING THE TECHNIQUE. CONSTRUCTION. WEEKLY REVIEWS OF EROSION, SEDIMENT, AND STORM WATER THE TOTAL SITE AREA IS +/-9.85 ACRES. THE TOTAL AREA TO BE DISTURBED IS APPROXIMATELY 3.88 ACRES. CONTROLS WILL BE CONDUCTED. REVIEW WILL ALSO BE CONDUCTED WITHIN 24 HOURS IT SHOULD BE NOTED THAT THE MEASURES IDENTIFIED ON THIS PLAN ARE ONLY SUGGESTED BMP(S). THE FOLLOWING ALL RAIN EVENTS EXCEEDING Yd' INTENSITY. CONTRACTOR SHALL PROVIDE POLLUTION PREVENTION AND EROSION CONTROL MEASURES AS SPECIFIED IN FDOT INDEX # 100-104 AND AS REQUIRED BY NPDES AND AS NECESSARY FOR EACH SPECIFIED APPLICATION. 4. INSTALL SEDIMENT CONTROLS AS THE FIRST CONSTRUCTION ACTIVITY. SECTION 1 GENERAL EROSION CONTROL 5. INSTALL STORM DRAIN WITH STABILIZED INLET PROTECTION AT THE CONSTRUCTION GENERAL EROSION CONTROL BMP'S SHALL BE EMPLOYED TO MINIMIZE SOIL EROSION AND POTENTIAL LAKE ENTRANCE/EXIT. SLOPE CAVE-INS. WHILE THE VARIOPUS TECHNIQUES REQUIRED WILL BE SITE AND PLAN SPECIFIC, THEY SHOULD BE EMPLOYED AS SOON AS POSSIBLE DURING CONSTRUCTION ACTIVITIES. 6. INSTALL TEMPORARY STABILIZED CONSTRUCTION ENTRANCE/EXIT. CLEARED SITE DEVELOPMENT AREAS NOT CONTINUALLY SCHEDULED FOR CONSTRUCTION ACTIVITIES SHALL BE 7. COMPLETE SITE CLEARING EXCEPT FOR AREAS DESIGNATED NOT TO BE DISTURBED. COVERED WITH HAY OR OVER SEEDED AND PERIDICALLY WATERED SUFFICIENTLY TO STABILIZE THE TEMPORARY GROUND COVER. 8. ROUGH GRADE SITE, STOCKPILE TOPSOIL CONSTRUCT WATERWAYS, INSTALL CULVERTS AND OUTLET PROTECTION (INSTALL SEDIMENTCONTROLS AND SILT FENCING AS SLOPES OF BANKS OF RETENTION / DETENTION PONDS SHALL BE CONSTRUCTED NOT STEEPER THAN 3H:1V NEEDED). BARE AREASOF EXPOSED LAND SHALL BE MULCHED AND SEEDED ONCE FROM TOP OF BANK TO TWO FEET BELOW NORMAL WATER LEVEL UNLESS SPECIFIED OTHER WISE. GRADING HAS BEEN COMPLETED. SOD SHALL BE PLACED A MINIMUM OF A 2 -FOOT WIDE STRIP ADJOINING ALL CURBING AND AROUND ALL INLETS 9. FINISH THE SLOPES AROUND BUILDING DIRT PADS AS SOON AS ROUGH GRADING IS AS SHOWN IN FIGURE 5 OR AS REQUIRED BY THE LANDSCAPE PLAN OR CONTRACT DOCUMENTS. SOD SHALL BE COMPLETE. PLACED BEFORE SILT BARRIERS, SHOWN IN FIGURE 8, ARE REMOVED. Cert. of Author. #31547 10. COMPLETE FINAL GRADING FOR ROADS AND STABILIZE WITH APPROVED MATERIAL. SECTION 2 PROTECTION OF SURFACE WATER QUALITY DURING AND AFTER CONSTRUCTION. Scale: 1"=50' SURFACE WATER QUALITY SHALL BE MAINTAINED BY EMPLOYING, AT A MINIMUM, THE FOLLOWING BMP'S AND 11. COMPLETE FINAL GRADING OF GROUNDS, TOPSOIL CRITICAL AREAS, AND OTHER MEASURES AS REQUIRED IN THE PLANNING AND CONSTRUCTION OF ALL IMPROVEMENTS. PERMANENTLY VEGETATE, LANDSCAPE AND MULCH. WHERE PRACTICAL, STORM WATER SHALL BE CONVEYED BY SWALES. 12. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE INSPECTED WEEKLY AND SEDIMENT BARRIERS AND SILT FENCES. FOR MOST DISTURBED AREAS, PERMANENT STABILIZATION WILL BE FOLLOWING Ya" RAINFALL EVENTS, NEEDED REPAIRS WILL BE RECORDED EROSION CONTROL MEASURES SHALL BE EMPLOYED TO MINIMIZE TURBIDITY OF SURFACE WATERS LOCATED WITHIN 24 HOURS, AND CORRECTED IMMEDIATELY. DOWNSTREAM OF ANY CONSTRUCTION ACTIVITY, WHILE THE VARIOUS MEASURES REQUIRED WILL BE SITE SPECIFIC, THE FOLLOWING MEASURES SHALL BE UTILIZED AT A MINIMUM. 13. AFTER SITE IS STABILIZED, REMOVE ALL TEMPORARY MEASURES AND INSTALL SOIL STABILIZATION: PERMANENT VEGETATION ON THE DISTURBED AREAS. IN GENERAL EROSION SHALL BE CONTROLLED AT THE FURTHEST PRACTICAL UPSTREAM LOCATION. STORM WATER INLETS SHALL BE PROTECTED DURING CONSTRUCTION AS SHOWN 1N FIGURE 2, 3, AND 9. PROTECTION MEASURES SHALL BE EMPLOYED AS SOON AS PRACTICAL DURING THE VARIOUS STAGES OF INLET CONSTRUCTION. SILT BARRIERS SHALL REMAIN IN PLACE UNTIL SODDING AROUND INLETS IS COMPLETE OR AS OTHERWISE REQUIRED. GENERAL MAINTENANCE PLAN STABILIZATION AFTER CONSTRUCTION WILL BE TO PROVIDE PROTECTIVE TURF GRASS OR PAVEMENT. THE FOLLOWING MAINTENANCE PLAN IS GENERAL IN NATURE AND IS INTENDED TO HEAVY CONSTRUCTION EQUIPMENT PARKING AND MAINTENANCE AREAS SHALL BE DESIGNED TO PREVENT OIL, PROVIDE A GUIDELINE FOR THE CONTRACTOR. IT SHALL BE THE GONTRACTOR'S GREASE, AND LUBRICANTS FROM ENTERING SITE DRAINAGE FEATURES INCLUDING STORM WATER COLLECTION RESPONSIBILITY TO COMPLETE THE PROJECT IN CONFORMANCE WITH THE NPDES AND TREATMENT SYSTEMS. CONTRACTOR SHALL PROVIDE BROAD DIKES, HAY BALES OR SILT SCREENS AROUND, STANDARDS AND APPROVED PLANS AND PERMITS. AND SEDIMENT SUMPS WITHIN, SUCH AREAS AS REQUIRED TO CONTAIN SPILLS OF OIL, GREASE OR LUBRICANTS, THE CERTIFICATIONS BELOW ARE INCLUDED FOR INFORMATIONAL PURPOSES ONLY. CONTRACTORS SHALL HAVE AVAILABLE AND SHALL USE ABSORBENT FILTER PADS OR OTHER METHODS TO SHORT TERM: CLEAN UP SPILLS AS SOON AS POSSIBLE AFTER OCCURRENCE. 1. ALL EROSION CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY Ya" RAINFALL EVENT, BUT IN NO CASE LESS THAN ONCE SILT BARRIERS SHALL BE ERECTED AS SHOWN PRIOR TO THE INITIATION OF CLEARING OR EARTHWORK AND EVERY WEEK. ALL NEEDED REPAIRS WILL BE RECORDED AND MADE IMMEDIATELY TO SHALL REMAIN UNTIL VEGETATIVE COVER OR ALL DISTURBED AREAS HAVE BEEN ESTABLISHED OR AS REQUIRED MAINTAIN ALL PRACTICES AS DESIGNED. BY THE OWNER. SILT BARRIERS SHALL BE CONTINUOUSLY MAINTAINED FOR ENTIRE PROJECT DURATION. SILT CONTRACTORS CERTIFICATION: BARRIERS SHALL NOT BE REMOVED UNTIL APPROVED BY THE OWNER. SILT BARRIERS, ANY SILT WHICH 2. SEDIMENT BUILDUP WILL BE CLOSELY MONITORED AND REMOVED FROM INLET ACCUMULATES BEHIND THE BARRIERS, AND ANY FILL USED TO ANCHOR THE BARRIERS SHALL BE REMOVED PROTECTION DEVICES TO ENSURE PROPER MANAGEMENT AND STORAGE CAPACITIES. PROMPTLY AFTER THE END OF THE MAINTENANCE PERIOD SPECIFIED FOR THE BARRIERS. SEDIMENT CONTROL DEVICES SHALL BE CLEANED OR REPLACED WHEN THE SEDIMENT CONTRACTOR'S RESPONSIBILITY TO INSTALL AND MAINTAIN ANY NECESSARY EROSION CONTROL FACILITIES CONTROL NO LONGER WORKS EFFECTIVELY A DESIGNED. WHERE REQUIRED TO PREVENT EROSION FROM SHEET FLOW ACROSS BARE GROUND FROM ENTERING A LAKE OR SWALE AND IN THE ABSENCE OF AN ACCEPTABLE TEMPORAY LAKE OR SUMP AREA, A TEMPORARY SUMP 3. THE SEDIMENT CONTROLLING SILT FENCE SHALL BE MAINTAINED AND/OR REPLACED SHALL REMAIN IN PLACE UNTIL VEGETATION IS ESTABLISHED ON THE GROUND DRAINING TO THE SUMP. AS NECESSARY TO MAINTAIN A BARRIER. SECTION 3 CONTROL OF WIND EROSION 4. ALL SEEDED AREAS SHALL BE RESEEDED AS NECESSARY AND MULCHED ACCORDING WIND EROSION SHALL BE CONTROLLED BY EMPLOYING BMP'S WHICH SHALL INCLUDE THE FOLLOWING AND/OR TO SPECIFICATIONS PLAN THE VEGETATIVE PLAN TO MAINTAIN VEGETATIVE COVER AND OTHER METHODS AS A MINIMUM: PREVENT EROSION TO OFFSITE AREAS. BARE EARTH AREAS SHALL BE WATERED DURING CONSTRUCTION AS NECESSAY TO MINIMIZE THE TRANSPORT 5. AS NEEDED, NEW OR ADDITIONAL WORKERS WILL BE INFORM/IED OF THE PLAN OF FUGITIVE DUST. IT MAY BE NECESSARY TO LIMIT CONSTRUCTION VEHICLE SPEED IF BARE EARTH HAS NOT DETAILS IN THE OPERATION AND MAINTENANCE OF PLAN FEATURES. BEEN EFFECTIVELY WATERED. IN NO CASE SHALL FUGITIVE DUST BE ALLOWED TO LEAVE THE SITE UNDER CONSTRUCTION. COMPANY NAME: LONG TERM: AS SOON AS PRACTICAL AFTER COMPLETION OF CONSTRUCTION, BARREN EARTH AREAS SHALL BE VEGETATED. 1. ALL VEGETATED AREAS WILL BE MAINTAINED IN ADEQUATE CONDITION TO PROVIDE PROPER GROUND COVER, THEREBY REDUCING EROSION POTENTIAL. AT ANY TIME BOTH DURING AND AFTER SITE CONSTRUCTION THAT WATERING AND/OR VEGETATION ARE NOT COMPANY PHONE: EFFECTIVE IN CONTROLLING WIND EROSION AND/OR TRANSPORT OF FUGITIVE DUST, OTHER METHODS AS ARE 2. AREAS WHERE VEGETATION IS LOST WILL BE RESTABILIZED AND MAINTAINED AS NECESSARY FOR SUCH CONTROLL SHALL BE EMPLOYED. THESE METHODS MAY INCLUDE ERECTION OF DUST NECESSARY TO RESTORE. PROPER GROUND COVER. CONTROL FENCES. IF REQUIRED, DUST CONTROL FENCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N DETAIL FOR A SILT FENCE SHOWN IN FIGURE 1 EXCEPT THE MINIMUM HEIGHT SHALL BE 4 FEET. 3. STRUCTURAL MEASURES WILL BE EXAMINED AT LEAST ANNUALLY AND MAINTENANCE PERFORMED AS NEEDED. Pa i (Options: 2" z 4" t Optional Post, Pps osi Pi lncipie pgSt Position 2FIdin. Dia. wood;. Stea! I \dam" t Anted 20' Toward Ptow): 1.33 Lbs/Fk. Min.) Fit�I o, {l 6' Max, ( P In. I br'c a Conformonte with Sec,. 985 FDOT Spec.) 7 o Fater Fabric f o R Flow ELEVATION SECTION Note: S6.t 'Fence to be po'id for under the contract Unit .price for Staked Sill Fence (LF). TYPE , III SILT FENCE Anchor Boles With 2 + 2` x 2" x 4' Sidewalk Stokes Per Bole. Riser .. f'1 �•i DiFch ^- Apron - �ch �-- Dttch Curb & Cutter. - Curb fail dill 6� ; l PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET PROTECTION AROUND INLETS OR SIMILAR STRUCTURES � M1. Silt 'Flow Type III Silt Fence. Protection 1 Araurd Ditch 8.0om inlets. T,pe Ill Silt Yance Do not deploy in p rronnar {not sift fen0ea will pct us a door oprnss permanent flowing_ .. ,* watercourses, Self tenses ore to be used of pplond locations and turbidity barriers used at permanent bodlea of avatar. Type III Sill 'Fence SILT FENCE APPLICA TIONS � PLACE SOD 3' BEYOND TOP OF SANK 3' 2' MI +� II `�i-lll1_III=Ili �i�alk-�y ares - eras TYPICAL SWALE SECTION. Sale¢ To But ,- Anchar, Boles With 2 - 2" x Z"' x A' Stakes Per Bale. PLAN Loose Soil Placed Ry Shovel And Lightly Compocled Along The Upstream: Edge Di Bales, Fill Slope ELEVATION TO BE USED At' ,SELECTED SITES WHERE NE NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE: RARRIFRC T=/Tf7 i:7(N l cl n�cc STORMWATER POLLUTION PREVENTION PLAN 0 12.5' 25' 50' 100' 1"=50' 1"=50' t,J Q ra GENERAL SITE INFORMATION and is not to be reproduced in whole or in part. It is not to be used on any other project • SITE DESCRIPTION: G'3 qq gg�h�6t�rl THE SITE IS BEING DEVELOPED IN TWO PHASES. PHASE ONE IS 3.88 ACRE INDUSTRIAL LAND LOCATED IN THE c� V) COUNTY OF BREVARD ON WAELTI DRIVE OFF OF NORTH WICKHAM ROAD. THE SITE IS BORDERED TO THE NORTH C:) BY INDUSTRIAL PROPERTY AND SOUTH BY INDUSTRIAL PROPERTY, TO THE WEST BY WAELTI DRIVE, AND TO THE O z z Ll EAST BY THE FLORIDA EAST COAST RAILROAD RIGHT OF WAY. _3 CSL TOTAL AREA AND DISTURBED AREA: 0 :3 THE TOTAL SITE AREA IS +/-9.85 ACRES. THE TOTAL AREA TO BE DISTURBED IS APPROXIMATELY 3.88 ACRES. w .J QUALITY RECEIVING SURFACE WATERS AND WETLANDS: THE RECEIVING WATER BODY FOR THE SITE DISCHARGE A DRAINGE DITCH ON THE NORTH SIDE OF THE LIJQ PROPERTY WHICH EVENTUALLY DISCHARGES INTO THE INDIAN RIVER LAGOON SYSTEM TO THE EAST OF THE PROPERTY. EXISTING SOIL TYPES: ACCORDING TO THE UNITED STATES DEPARTMENT OF AGRICULTURE, SOIL CONSERVATION SURVEY (USDA S.C.S.) DESIGN BUILD 395 STAN DRIVE, SUITE 0 OF BREVARD COUNTY, THE MAJORITY OF THE SITE SOILS ARE MAPPED AS QUARTZIPSAMMENTS, SMOOTHED (52). PHONE: (321) 757-3034 FAX: (321) 757-3088 web: www.maidesignbuild.com STORM WATER POLLUTION PREVENTION MEASURES AND CONTROLS' Cert. of Author. #31547 Date: 1-12-2017 THERE ARE A VARIETY OF CONTROLS PROPOSED FOR THIS SITE. SOME CONTROLS ARE INTENDED TO FUNCTION Scale: 1"=50' Drawn: WAA Checked: DTM TEMPORARILY AND WILL BE USED AS NEEDED FOR POLLUTANT CONTROL. THESE INCLUDE TEMPORARY Proj #:2016-035 SEDIMENT BARRIERS AND SILT FENCES. FOR MOST DISTURBED AREAS, PERMANENT STABILIZATION WILL BE ACCOMPLISHED BY COVERING THE SOIL WITH PAVEMENT OR VEGETATION, SOIL STABILIZATION: THE PURPOSE OF SOIL STABILIZATION IS TO PREVENT SOIL FROM LEAVING THE SITE IN THE NATURAL CONDITION, SOIL IS STABILIZED BY NATIVE VEGETATION THE PRIMARY TECHNIQUES TO BE USED AT THIS PROJECT FOR STABILIZATION AFTER CONSTRUCTION WILL BE TO PROVIDE PROTECTIVE TURF GRASS OR PAVEMENT. SPECIAL NOTICE: NOTES: THE CERTIFICATIONS BELOW ARE INCLUDED FOR INFORMATIONAL PURPOSES ONLY. ACCESS SHALL BE PROVIDED BY AN UNOBSTRUCTED ALL WEATHER DRIVING SURFACE CAPABLE OF SUPPORTING OFFICIAL EXECUTED CERTIFICATIONS ARE KEPT IN THE PROJECT FILE. THE LOADS IMPOSED BY RESPONDING APPARATUS OF NOT LESS THAN 20 FEET AND SHALL BE MAINTAINED DURING CONSTRUCTION (SEE FIGURE 6). THE LOCATION OF EROSION CONTROL FEATURES SHOWN ON THIS PLAN CONTRACTORS CERTIFICATION: REPRESENTS MINi MUM REQUIREMENTS. DEPENDING UPON THE CONTRACTORS OPERATIONS, IT SHALL BE THE "I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND CONDITIONS OF CONTRACTOR'S RESPONSIBILITY TO INSTALL AND MAINTAIN ANY NECESSARY EROSION CONTROL FACILITIES THE GENERIC STORM WATER PERMIT ISSUED PURSUANT TO SECTION 403.OS85, F.S., THAT NEEDED TO CONTROL EROSION OR THE DISCHARGE OF TURBIDITY INTO DOWNSTREAM WATERS OR ADJACENT AUTHORIZES THE STORMWATER DISCHARGES ASSOCIATED WITH INDUSTRIAL PROPERTY. ACTIVITYFROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION." A: SWPPP COORDINATOR DUTIES: B: THE CONTRACTOR SHALL COMPLY WITH THE FOLLOWING AND ALL OTHER REQUIREMENTS OF THE EPA, SJRWMD, COMPANY NAME: CITY OF MELBOURNE AND BREVARD COUNTY REGULATIONS: COMPANY ADDRESS: COMPANY PHONE: 1. MAINTAIN RECORDS OF CONSTRUCTION ACTIVITIES INCLUDING: PROJECT SITE DESCRIPTION: N DATES WHEN MAJOR GRADING ACTIVITIES OCCUR. DATE OF CERTIFICATION: o DATES WHEN CONSTRUCTION ACTIVITIES TEMPORARILY CEASE IN A PORTION OF THE SITE. SIGNATURE: 01. DATES WHEN STABILIZATION MEASURES ARE INITIATED ON SITE. n RECORDS MUST BE MAINTAINED AT THE JOB SITE. o ENGINEER'S CERTIFICATION: 2. PREPARE INSPECTION REPORTS SUMMARIZING: "I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE o QUALIFICATIONS OF INSPECTOR. PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DAILY RAINFALL TOTALS. DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHERED AND 3 MEASURES/AREAS INSPECTED. EVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR a CHANGES NECESSARY TO THE SWPPP. PERSONS WHO MANAGE THE SYSTEM OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR rn INSPECTION SHALL BE COMPLETED ON A WEEKLY BASIS, GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY v AND AFTER RAINFALL EVENTS EXCEEDING Y." INTENSITY. KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE Ln ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE rn 0 3. A SAMPLE INSPECTION FORM SHALL BE SUPPLIED TO THE CONTRACTOR FOR HIS USE. CONTRACTOR MUST POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS." t_o' UTILIZE THIS INSPECTION FORM OR AN APPROVED EQUIVALENT. C: DAVID T. M_EN_ZEL, P.E. o D: PRESIDENT 4. CONTRACTOR MUST EXECUTE NPDES CERTIFICATION FORM AND INSURE THAT ALL SUBCONTRACTORS COMPANY NAME: MAI DESIGN BUILD v RESPONSIBLE FOR EROSION CONTROL MEASURES EXECUTE THE NPDES CERTIFICATION FORM. COPIES COMPANY ADDRESS: 395 STAN DRIVE SUITE B MELBOURNE, FL 32904 OF THIS CERTIFICATION MUST BE PROVIDED TO THE OWNER PRIOR TO THE START OF ANY NEW COMPANY PHONE: (321) 757-3034 v CONSTRUCTION, AND COPIES SHALL BE MAINTAINED AT THE JOB SITE. PROJECT SITE DESCRIPTION: N DATE OF CERTIFICATION: 5. REPORT RELEASES OF REPORTABLE QUANTITIES OF OIL OR HAZARDOUS MATERIALS (IF THEY OCCUR): SIGNATURE: 3 NOTIFY NATIONAL RESPONSE CENTER @ 1-800-424-8802. NOTIFY PERMITTING AUTHORITY IN WRITING WITHIN 14 DAYS. CORPORATE OFFICER'S CERTIFICATION: MODIFY THE POLLUTION PREVENTION PLAN TO INCLUDE "I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE IMPROVED MANAGEMENT CONTROLS. PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM p1 DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHERED AND 3 6. MODIFY THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AS NECESSARY TO: EVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR R COMPLY WITH MINIMUM PERMIT REQUIREMENTS WHEN NOTIFIED BY THE EPA, PERSONS WHO MANAGE THE SYSTEM OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR I ADDRESS CHANGES IN DESIGN, CONSTRUCTION OPERATION OR MAINTENANCE WHICH HAVE AN AFFECT GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY ° ON THE POTENTIAL FOR DISCHARGE OF POLLUTANTS INTO STATE WATERS. PREVENT REOCCURENCE OF KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE m REPORTABLE QUANTITY RELEASES HAZARDOUS MATERIAL OIL AND OR FUEL. ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS." v 7. AT THE COMPLETION OF THE PROJECT AND ASA CONDITION OF FINAL PAYMENT, CONTRACTOR SHALL E: W CIL i° m PROVIDE THE OWNER WITH TWO COPIES OF THE ABOVE DESCRIBED REPORTS IN A CONSOLIDATED F: OWNER REPORT FORMAT, THREE RING BINDER OR EQUIVALENT. COMPANY NAME: v °' *= COMPANY ADDRESS: `+ O 8. CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING AND MAINTAINING A COPY OF DEP COMPANY PHONE: Ln DOCUMENT NO. 62-621.300(4)(A). THIS PERMIT IS THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROJECT SITE DESCRIPTION: s PROTECTION GENERIC PERMIT FOR STORMWATER DISCHARGE FROM CONSTRUCTION ACTIVITIES THAT DATE OF CERTIFICATION: v °1 C .Q DISTURB FIVE OR MORE ACRES OF LAND. SIGNATURE: N - rn O 0 .a L a Pa i (Options: 2" z 4" t Optional Post, Pps osi Pi lncipie pgSt Position 2FIdin. Dia. wood;. Stea! I \dam" t Anted 20' Toward Ptow): 1.33 Lbs/Fk. Min.) Fit�I o, {l 6' Max, ( P In. I br'c a Conformonte with Sec,. 985 FDOT Spec.) 7 o Fater Fabric f o R Flow ELEVATION SECTION Note: S6.t 'Fence to be po'id for under the contract Unit .price for Staked Sill Fence (LF). TYPE , III SILT FENCE Anchor Boles With 2 + 2` x 2" x 4' Sidewalk Stokes Per Bole. Riser .. f'1 �•i DiFch ^- Apron - �ch �-- Dttch Curb & Cutter. - Curb fail dill 6� ; l PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET PROTECTION AROUND INLETS OR SIMILAR STRUCTURES � M1. Silt 'Flow Type III Silt Fence. Protection 1 Araurd Ditch 8.0om inlets. T,pe Ill Silt Yance Do not deploy in p rronnar {not sift fen0ea will pct us a door oprnss permanent flowing_ .. ,* watercourses, Self tenses ore to be used of pplond locations and turbidity barriers used at permanent bodlea of avatar. Type III Sill 'Fence SILT FENCE APPLICA TIONS � PLACE SOD 3' BEYOND TOP OF SANK 3' 2' MI +� II `�i-lll1_III=Ili �i�alk-�y ares - eras TYPICAL SWALE SECTION. Sale¢ To But ,- Anchar, Boles With 2 - 2" x Z"' x A' Stakes Per Bale. PLAN Loose Soil Placed Ry Shovel And Lightly Compocled Along The Upstream: Edge Di Bales, Fill Slope ELEVATION TO BE USED At' ,SELECTED SITES WHERE NE NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE: RARRIFRC T=/Tf7 i:7(N l cl n�cc STORMWATER POLLUTION PREVENTION PLAN 0 12.5' 25' 50' 100' 1"=50' 1"=50' t,J Q ra T. MENZEL and is not to be reproduced in whole or in part. It is not to be used on any other project 0030830 COPYRIGHT © 20'16 G'3 qq gg�h�6t�rl Z O N w' c� V) C:) f ® O z z Ll LU 0 _3 CSL IM a U 0 DAVID T. MENZEL and is not to be reproduced in whole or in part. It is not to be used on any other project 0030830 COPYRIGHT © 20'16 G'3 qq gg�h�6t�rl c� V) C:) f ® a r, z Ll LU 0 _3 CSL IM a U 0 :3 ® w .J This drawing is the property of MAI DESIGN BUILD, LLC. and is not to be reproduced in whole or in part. It is not to be used on any other project and is to be returned upon request. COPYRIGHT © 20'16 z V) � O f ® z z Ll LU 0 _3 CSL IM a U 0 :3 ® w .J LIJ U LIJQ n.. DESIGN BUILD 395 STAN DRIVE, SUITE 0 MELBOURNE, FLORIDA 32904 PHONE: (321) 757-3034 FAX: (321) 757-3088 web: www.maidesignbuild.com email:dmenzel@maidesignbuild.com Cert. of Author. #31547 Date: 1-12-2017 Sheet C . 19 of Scale: 1"=50' Drawn: WAA Checked: DTM Approved: DTM Proj #:2016-035 3o S10 -%0Z:# :# [oad W10 :Pano.IddV ®� Wl0 :Pa1oa40 VVM :UMeae Z :ales hays ILWZ-U-1 :alP0 L179 L£# 'aoylnV jo '1jao woo`pllnquOiseplew@n lazuewp:llewa woo'Rlings,l6lsaPj8W-MMM :gann 880C -LGL (VE) :XK3 VEO£-LSL (LZE):3NQHd V06ZE V018013 i3W0813W S Hns'Mda N` IS 96E NENIMMEM crung NOISE]® lew m M rn r) Q> > t -y ;j --i Z z m 0 V r- Z D C= rn --I m '�D rr, W v O - 0 i M r— � � Z Z r 0 2 z D 0 0 z Mz p3 i[4018Adoo 'Isenbai uodn pawn;aa aq o} sl pue pato.id jaylo flue uo pasn aq oI jou sl 11 'fed ul jo elogm ul peonpoidej eq oI lou sI pue mi `dlin8 NEJISM IVA ;o Apedad eqj sl 6uimeip s!41 08L9999# VI NNVidS 'O 113MXVW NOIS __. --- _ I ,0tr .08 .6k .oz ,ot 0 N`did 3dd:►SQNb1 RIS �!Ae ELI dA T—W SU ViS I Z) uu Z� Z r� J ) _ o ' w z u� 0 I I;SAA a3 3rlt „`�,, Nmina _ A: j0, 1S � > AIVAAG3Ll DA00_ to tF&.&,, NIG Ili e _j -17T �3 3AOO ,.w.....,,,, a.„w„,„.,...,,,.., (,..,,,,.,�,,,,,,,,,,,,,, . .�..... 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LIMIT OF FILL \ TREE DRIP LINE 15 OR LESS +!- — r IGREEN AREA % LIMIT OF FILL EXISTING TREE r2'T2'1(TYP.) IT OF FILL r T21(m) J r j \ EXISTING TREE \ 2" PERFORATED PVC LATERALS (TYP.) I I 2" PERFORATED PVC LATERALS (TYP.) I WITH 1/2" DIA. DRILL 6" O.C. / I I WITH 1f2 DIA. DRiLL 6 G.C. )7 L75 PAVEMENTPOINT AT WHICH ROOTS AREPRUNED PRiOR TO EXCAVATION - PI i I , I EXISTING TREE I /PARKING LOT"ROOT BARRIER SHALL BE ANY CHEMICALLY IMPREGNATED - ROOT INHIBITING CLOTH SUCH AS BIO BARRIER AS /PARKING LOT U I �/. ! j MANUFACTURED BY ELANCO PRODUCTS, VENDOR: FIFE PIPE/000'" % - _-__ I j EXISTING GRADE I � \ i i / s -4 ESUS 4N PE (TYP. (WAYNE) 813-681-3765 OR HEAVY DUTY INTERLOCKING \ — \ /, 2" PVC STANDPIPE e D) PLASTIC BARRIER AS MANUFACTURED. BY VESPRO. INC. AND (5 REOUtRED)_ DISTRIBUTED BY ROOT SOLUTIONS. INC. (BOO) 554-M14. - — _ �� , 6' O.0 d/ CUII I CONCRETE CBIRB \\ �B' O.C. ®WAL RETAINING WALL , (TYGL) (nrPKCALj I, AJ PLAN VIEW INSET DETAIL PAVEMENi� PLAN VIEW PLAN VIEW DEPTH OF EXCAVATION DRIP LiNE OF TREE FOR PAVEMENT BASE AND * IF WITHIN 6' OF TRUNK WANE. TREE FEEDER ADDITIONAL FILL (OVER FILTER CLOTH) cV = SUB -BASE MATERIAL CONSULT PROJECT 30' MIN. SYSTEM OR EQUAL (TYP) ENGINEER (INSTALL PER MANUFACTURERIS 2" PVC STANDPIPE FACING B" CRUSHED GRANITE SPECIFICATIONS) EXISTING TREE PREVAILING WIND ROOT BARRIER DOWN TO EXIST. GRADE CURB PAVEMENT IF THIS DISTANCE IS LESS FILTER CLOTH THAN IW FOR OVER 75% ' OF CIRCUMFERENCE NOTES: 6" NON -CALCIFEROUS ASPHALT OR CONCRETE FEEDER .TREE 1) CUTS ARE TO BE MADE CLEANLY WITH A SHARP ROOT PRUNING BASE (SEE NOTE) FEEDER SYSTEM ROOT BARRIER TOOL (SUCH AS A DOSCO OR VERMEER ROOT PRUNER). LIME ROCK BASE G OR EQUAL (TYP.) T PLASTIC MESH TRE BARRIER. WITH REBAR SUPPORTS LOW GRADE t.. a� f 2) INSTALL ORANGE LAS C S E E E CURB (SEE INSET ABOVE) AT PONT F PRUNING AND CONTINUE COMPLETELY AROUND TREE, +�.. c.—�zst—m (INSTALL PER O l ,t ,, MANUFACTURER'S SPECIFICATIONS) PAVEMENT PROTECTING THE AREA WITHIN THE DRIPLINE (EXTENT OF OUTER BRANCHES). \ \ \ ��' . \\` \/\ J\ 'i \.:. w 2" PERF. IVC 6" CRUSHED GRANITE 3) ROOT PRUNING PROCEDURE MUST BE: DONE AND INSPECTED PRIOR TO \ \'- \ 2 PERF PVC PREVIOUSLY EXISTING GRADE DOWN TO EXIST. GRADE ISSUANCE OF A BUILDING PERMIT OR GRADING AND FILLING PEMIT. \ e DRAINAGE ROCK ,\ NOT LIME ROCK " \ SAND BASE FOR TARMAC ( ) 6 NON -CALCIFEROUS BASE COWAMD BASE \\ \ 2" PVC STANDPIPE FACING BLOCK WALL (OR EOUAL) SECTION VIEW FILTER CLOTH ` COMPACTED SUBGRADE PREVAILING WIND SECTION VIEW DETAILS SAME FOR BOTH SIDES OF TREE SECTION VIEW ` NOTE: NON -CALCIFEROUS BASE SHALL BE CRUSHED CONCRETE. NOTE: NON -CALCIFEROUS BASE SHALL 13E CRUSHED CONCRETE, RECYCLED ASPHALT PAVEMENT (RAP). ASPHALT, OR GRADED AGGREGATE. RECYCLED ASPHALT PAVEMENT (RAP). ASPHALT. OR GRADED AGGREGATE. IN ACCORDANCE WITH FDOT STANDARD SPECIFICATIONS. IN ACCORDANCE WITH FOOT STANDARD SPECIFICATIONS. ROOT BARRIER ROOT PRUNING TREE PRESERVATION ON FILLED SITE TREE PRESERVATION ON FILLED SITE WITH RETAINING WALL WITHOUT RETAINING WALL t NOT£: IN MOST CASES, TRIANGULAR i 1 1 i 2"x 4"x 2'-0" P.T. PINE SPACING IS PREFERRED. USE SOUAR£ DOD STAKE OR 15 AREAS SPACING ONLY IN SMALL RECTILINEAR + I* � t RE -BAR 2 -0 LONG EWFORCED RUBBER HOSE TREE PI E - ` BLACK WELLINGTON 1/2" ! i WIDE NYLON TAPE / DO NOT CUT CENTRAL LEADER -� ♦ -¢ �¢- / DOT BALL DRIPLINE OF TREE IS THE EXTENT ORANGE MESH FENCING 2 t2 BLACK WELLINGTON 1/2" SQUARE SPACING TRIANGULAR OF ITS OUTER BRANCHES INSTALLED AS SHOWN \ 7 WIDE NYLON TAPE TREES OF SAME SPECIES TO AT TREE DRIPLINE BE 14ATCHED iN GROWTH CHARACTER SPACING (MINIMUM 48" TALL) \ 120 DISTANCE BETWEEN PLANTS SHOULD BE GUY WIRE - f12 DOUBLE STRAND TWISTED -WRAP TWICE AROUND TREE 1 FAR ENOUGH wl ALLOW PLANTS TO REACH TRUNK WITH TWO-PLY RUBBER HOSE i MATURE SIZE WITHOLT INTERFERING vViTH AT ALL POINTS OF CONTACT - ATTACH DISTANCE TO CENTERLINE WILL GROWTH OF ADJACENT PLANT MATf`R/ALS WIRE TO STAKES FINISH VARY ACCORDING TO SPECIES PLAN i GRADE AND HABITAT OF GROWTH SO MINIMUM 2" x 2" x 6' P. T. PINE WOOD I THAT MATURE PLANTS WiLL NO STAKES - TWD PER TREE -POST TiON i OVER LAP ONTO SIDEWALK TO SECURELY STABILIZE TREE PAVED AREAS. EPC LACK WELLINGTON 1/2 WiDE NYLON TAPE \ , STRUCTURES. DETAIL r< TOP of BACKFILL Y \\ 4" EARTHEN WATERING RfN \ \ { ? \; \, SOIL IS / o i \ 90% OF ( \ 3" MULCH LAYER \ ` -:� \ "\ \ \ �\ \ ROOT » \ \ �:\\\ , \ ;, BALL \ \ "MINIMUM 2" x 4" x 2' x 0" P.T. PINE GRADE A \\\\ \� ` \ ,\ \\ \ \ \\.; \ I 1 " i\ .\ \ \ ,\ \ .�-- \ \ \ \\ HEIGHT ` •�- i- OOD STAKE OR RE -BAR 2 -0 LONG. ,, BACKFILL WITH NATIVE SOIL > POSITION TO SECURELY STABILIZE TREE EXISTING SUBSOIL SIDEWALK + + + + + \ 4' REMOVE BURLAP FROM TOP > \ \ II s0 HALF OF TH£ ROOT BALL ROOT S4LL / \ 1 "I' + + 'E' + \x J 1O TRUNK FLARE ViSiBLE /> \ \ 4 0 TOP -MOST ROOT IN •PLANTING HOLE SMALL \ \ \'• ROOT BALL AT THE SURFACE BE 2X THE DIAMETER-\ \ \ \ OF THE ROOT BALL. /> \ R00T BALL • PLANTING HOLE SHALL BE 2X . (») THE DIAMETER OF THE ROOT BALL /5 REBAR DRIVEN 1 .INTO GROUND 8 O.C. (ATTACH MESH TO REBAR WITH NYLON TYPICAL CURB AND GUTT£ PACING OF PLANTS ZIP TIES OR TWISTED WIRE) AS 1I4DiCATED ON PLANTING PLAN TREE BARICADE TYPICAL TREE GUYING DETAIL SMALL TREE PLANTING DETAIL TYPICAL CONTAINER SPACING PLANT MATERIAL SHALL NOT BE PRUNED PRiOR TO INSTALLATION - AFTER PLANT HAVE BEEN INSTALLED. EACH PLANT SHALL BE PRUNED FOR UNIFORMITY SPACING AS SPACING AS PER PLANS PER PLANS 3" MULCH LAYER SHALL COVER 3" MULCH LAYER GRADE ONLY THE EDGE OF THE ROOTBALL "A" SHAH COVER ONLY THE Q EDGE OF THE ROOT BALL. !J„ 1 LIMIT OF SOD LINE - ALL SOD IS !� ® TO BE LAID AS PER DRAWINGS LIMIT OF SOD LINE - ALL SOD (SEE LANDSCAPE PLAN) BE OF MULCH SHALL TO BE LAID AS PER DRAWINGS E3E 1" BELOW PAVEMENT � (SEE LANDSCAPE PLAN) AVED WALKTREE AT APPROX. 1 1 '� TIE WiTH 113 WRAP EiGHT WITH 5 LAYERS �- (D ROOT BALL SHALL BE INISHED GRADE HEMP CORD. z 1" 2" HIGHER THAN ® OF BURLAP UN 3 WOOD FINISHED GRADE WHEN CLEATS TO TRUNK FOR SUPPORT FOR WOOD ROOT BALL SHALL BE 1'1-2" PLANTED. 3 2X4" WOOD BRACES. HIGHER WHEN FINISHED PLANTED. GRADE FINISHED GRADE \ ; `\ \ TAKES. S \ x \ \ \ �� XISTiNG SUBSOIL Ica icL\ \ \ \ ; \\ / \ i\ 0 STAKE PAD F.G. '\ \\ A FI NTH ATISOIL\= - CK L WI NATIVE to ;-`- \ S. �h i J' \ <\, I - \ V I \ �.. 1E \ EXISTING SUBS - I �_ \ \ \ LOOSENED ri ` \ suBGRAD EXISTING S NG SUBSOIL BACKFILL WITH NATIVE SOIL Roor BALL f'1 • PLANTING HOLE SHALL BE 2X THE DIAMETER OF THE PALM TREE PLANTING DETAIL ROOT BALL. MAXWELL D. SPANN LA #6666780 "eoeooaose' RION This drawing is the property of n � � and is to be returned upon request. COPYRIGHT © 2016 z '.. � I I � 0 W o 0 0 iU_ I rL N N N 0 0 Lu LLJ , m Q 7 7 w z til Q Q V w � N C V o 0 DESIGN BUILD mmmmmm 395 STAN DRIVE SUITE B MELBOURNE, FLORIDA 32904 PHONE: (321) 757-3034 RAX: (321) 757-30$3 web: www.maidesignbuild.com email:dmenzei@maidesignbuild.com Gert. of Author. #31547 Date: 1-12-2017 Sheet Scale: AS SHWN of Drawn: WAA Checked: DTM Approved: DTM Proj #:2016-035 N N 0 0 Q U_ LL. O O ED Z z UJ U-1 V 0 O z V v z z H `u v CL rn MAXWELL D. SPANN LA #6666780 "eoeooaose' RION This drawing is the property of MAI DESIGN BUILD, LLC. and is not to be reproduced in whole or in part. It is not to be used on any other project and is to be returned upon request. COPYRIGHT © 2016 z '.. � I I � 0 I VV) iU_ I rL .J Lu�J O I 0 0 Lu LLJ , m Q w z til Q Q V w a C V mai DESIGN BUILD mmmmmm 395 STAN DRIVE SUITE B MELBOURNE, FLORIDA 32904 PHONE: (321) 757-3034 RAX: (321) 757-30$3 web: www.maidesignbuild.com email:dmenzei@maidesignbuild.com Gert. of Author. #31547 Date: 1-12-2017 Sheet Scale: AS SHWN of Drawn: WAA Checked: DTM Approved: DTM Proj #:2016-035 I I I :'.. li i l, 1 E i I� I ,, � � III � �� I � i... 'i � � '.. � I I � I VIII I I, I I I I , I I i p of Boundary '-�Urvre-ly N A PORTION OF SECTION 15, TOWNSHIP 24 SOUTH, RANGE 37 EAST, BREVARD COUNTY, FLORIDA LOkc-,/ATION MAP LEGEND ® Found iron Rod ® Found P.K. Nail p Set P.K. Nail & Disc (I.D. 7978) ® Set 5/8" I.R.C. (I.D. 7978) Found Concrete Monument ❑ Set Concrete Monument (7978) yYa Fire Hydrant Gate Valve Wooden Power Pole C(D_) OH - Overhead Electric Flow Arrows SHEET 8, 9 & 10 ORB 3902 PAGE 3777 A tract of land lying in Section 15, Township 24 South, Range 37 East, Brevard County, Florida, being more particularly described as follows: Commencing at the Southeast corner of said Section 15, thence North 89027'20" West along the South line of said Section 15, 882.89 feet; thence North 00°32'40" East 1073.08 feet to a point on the West right of way line of State Road A -1-A; thence North 37021'10" West, allong said West right of way, 837.00 feet; thence leaving said West right of way line, South 52038'50" West, 747.87 feet to the Point of Beginning; thence continuing South 52°38'50" West, 34.46 feet; thence South 37021'10" East, 535.00 feet to a point on the Northwesterly lime of that certain parcel described in instrument recorded in Official Records Book 3035, at page 889, Records of Brevard County, Florida; tlhence South 52138'50" West, along said Northwesterly line of said parcel, 167.16 feet; thence South 37021'10" East 370.24 feet to a point on a curve to the right, having a radius of 320.00' and having a chord bearing of North 88°18'10" West; thence run Westerly along the arc of said curve 12.88 feet through a central angle of 12°17'21", thence North 37021'10" West, 1495.19 feet; thence South 89027'20" East 328.38 feet to the beginning of a curve to the left the radius point of which bears South 00032'40" West, 24.84 feet; thence Westerly, and Southerly, along the arc of said curve, _through a central angle of 90°00'00", 39.02 feet to the beginning of a curve to the left, the radius point of which bears South 89°27'20 East 60.00 feet; thence Southerly, along the arc of said curve, through a central angle of 37°53'50", 319.69 feet; thence South 37032'10" East 347.05 feet to the Point of Beginning. SHEET 11 & 12 ORB 3351 PAGE 3628 A tract of Land lying in Section 15, Township 24 South, Range 37 East, Brevard County, Florida, being more particularly described as follows: Commencing at the Southeast corner of said Section 15; thence run North 89027'20" West along the South line of said Section 15, a distance of 882.69 feet; thence run North 0°32'40" East, at a right angle to the said South line of Section 15, a distance of 1073.08 feet to a point on the West right -of --way line of State Road A1A; thence run North 37'°21'10" West along the said West right-of-way line of State Road A1A, a distance of 837.00 feet to the point of beginning; thence run South 52°38'50" West a distance of 747.83 feet to a point; thence run North 37021'10" West, a distance of 347.05 feet to a point of curvature; thence run along a curve to the right having for its component parts a radius of 60.00 feet and a central angle of 37°53'50" for an arc distance of 39.69 feet to a point of compound curvature; thence run along another curve bearing to the right and having for its component parts a radius of 24.84 feet and a central angle of 90100'00" for an arc distance of 39.02 feet to a point of tangency; thence run South 89°27'20" East, a distance of 35.68 feet to a point of curvature; ` thence run along a curve to the left having for its component parts a radius of 661.05 feet and a central angle of 27°53'50" for an arc _distance of 321.58 feet to a point of tangency; thence run North 62038'50" East; a distance of 209.12 feet to a point; thence run South 37°21'10" East, a distance of 112.63 feet to a point; thence run North 52"38'50" East, a distance of 175.00 feet to a point on the West right-of-way line of State Road _A1A; thence run South 3-`121'10" East along the said West right-of-way Dine of State Road A1A, a distance of 88.02 feet to the point of beginning; said tract containing 3.9747 acres of land, more or less. SURVEYOR'S REPORT: 1. The intended purpose of this survey is to depict the boundary and improvement information of the subject property. 2.The elevations shown are based on NAVD 1988 Datum,from a Brevard County Benchmark designated "E5A61" having a published elevation of 20.44' feet NAVD 88'. 3.The bearings shown are based on the deed of record and may not be a true North Azimuth, The reference Bearing Line is the West R/W line of A -1-A as S 37'21'10" E 4.The horizontal accuracy of this Survey meets or exceeded an allowable minimum of one foot of error in 10,000 feet of traverse. 5.No underground utilities were located except as shown hereon. This surveyor makes no guarantee that the underground utilities shown heron comprise of all such utilities in the area, either in service or abandoned. 16.All dimensions shown on this drawing are based of US feet measurement and or decimal parts there of. 7.All measurement are in agreement with record or deed calls unless otherwise stated or shown. 8.This Survey is not valid without the signature and raised seal of a Florida Licensed Surveyor and should total 12 sheets in the set. FEMA FLOOD FOR INFORMATION ONLY: The surveyor no longer certifies the F.E.M.A. Flood Zones. This certification is made by an independent contractor of the Federal Government. As a courtesy to the client, this surveyor feels that the subject parcel appears to lies in F.I.R.M. Zone"X", per Community Panel No. 1200900363 G dated 03/17/2014. I hereby certify that the survey shown hereon is true and correct based on actual measurements taken in the field. This survey meets the Standards of Practice as set forth by the Florida Board of Professional Land Surveyors found in Chapter 5J-17.005, Florida Administrative Code, pursuant to Section 472.027, Florida Statutes. Revisions UNLESS IT BEARS THE SIGNATURE AND ORIGINAL 4 RAISED SEAL OF A FLORIDA LICENSED SURVEYOR 3 AND MAPPERS THIS DRAWING, SKETCH, PLAT OR John R. Campbell MAP IS FOR INFORMATIONAL PURPOSES ONLY AND Professional Surveyor & Mapper #2351 2 IS NOT VALID. State of Florida 1 i-6-76 ADD BENCHMARK WFORMAN STREET ADDRESS: 500 THURM BLVD. CAPE CANAVERAL FI. 32920 til, STREET ADDRESS: 500 THURM BLVD. CAPE CANAVERAL FI. 32920