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HomeMy WebLinkAboutArtesia Townhomes - Construction/Site Plans; 425 Pierce Ave.Box #1 - Artesia Townhomes Item #62 — Construction/Site Plans; 425 Pierce Ave. Date: 1/4/2002; 10 Sheets See Attached UPON RETURN OF PAPER ORIGINALS FROM MCCi, add to file name: LF/CapeCanaveral/Bidg Dept /Address/Folder? 32931 (3210784-8093 Kil Lu cr ui m: Cj m C) C> cu C) C�) �6 co c- -X "9 C�l Lu cr cu CD ir w X3 M --:x (u LL- APPROVAL DATE UPE CANAVERAt PI MAIN- lot -10119 6, WO G . //-- 11 1 Pzo I VARD SUBJECT TO - FIKI A aft oft gpftm C ine ril 19, 161 % *% 402 40 1 -opor) mo� LLJ CC CL Fir LLJ T- CL CD CD Cu 00 C:) Eyi cu (y) ro X :D CC M: CD CD SD C- LU cr Cu CL -zx M M En CU 1:1 C3 4� U) '24 C- CY) CL N61544'48.0' o��— '70 7,-, - 'g..09, 1\ '(3 AP '--,—,ONR MONUAIENT'-70-80-AO5- 1Q, Iro .65, '0 RELOWED %V PARK7N,G" S)GN Ism. RELO(A-TE RE110VE STRIPM PROPOSED DRAW BLOCK 60 BLOCK 59 &RE -USE WAM?, SIGN WPP 14 PARKING SFA&ES ECB STOP PIERCE A vENUE mo PARKI N=1,471 743-107 Jy,4%U CA R RINW PROPOSED 4 44WA E= 628, to, a E E J RLE -WE WAM� WN ......... ..... .......... ................... 2 ;a ....... ... ........... V L3 A 49 Y� ? STORY UNITS1 A 0'C t 2 93 �Ir. - k1t ... . ...... J PHA, -W, 2--- 0 ... .............. 12,670 8 BLOCK 63 41 /g 'Q P If 9 SE (Q op StORY ro*wkxl- Al p 'R OSED 2 Z52 20 NY B ., .-, 'L Ag A A A r) Q ECRF POOL SPA TO 4gf� ik A il i HAN00CAPP SFACH 11'PARKIM -SPACES ACCESS SIGN S NUE t3UCHANAN A VE ALL.* REMNE APPROX. 30 x 45 LF. NO PAWING N OF DaSr. PAVEWENT FOR .WSTAU� 13 NEW SADEWALK T)RE S70PS' RE- USE WA TO? SIGN Ra"Tr sr,16 TO Mr- a4CK OF -%MWJX 40 WPP 1"4 71,4 73. 600 BLOCK 68 �.N 1\0 E= 201-883 SMP BLOCK 67 T 070-80-Auo DNR A40NUA4EN N88'09'37'W 416. 00' N88,3638"W 550.95' -50,73. CERTIMATE OF APPROVAL OF THE "RD OF TRUSTEES ATE 00, THE IffmWE IMPROVEMENT TRUST FUND OF ME ST OF FLORICV� RECORDED IN ORB 1416, PAGE 537 - CANCELED & WATiED By RESOLUTFON OF THIS 9WD ON FESRUARY 22, 2000. N J 5 '00 NC MIr R. 108.62' 50.54' I t I I nil 2.90 86. 10' 86.95' DESCRIP770N.- Lots I through 15, Block 64, Plot of AVON -BY -THE -SEA Subdivision, according to the plot thereof, recorded in Plot Book 3, Pogo 7 of the Public Records of Brevard County, f7bridd. and including pAotted street shown on Plot of AVON-6Y-7NE-SEA as Ocean Boulevard Mng east of Lots 11. 1Z 13, 14 and 15, Block 64, AVOIV-6Y- rHE-SEA. Subdivision, according to the plot thereof recorded in Plot Book J. Page 7 of the Public Records of Brevard County, Fk4da, whkh street was vacated by resolution of the Breivard County Board of Commissioners February 8, 1951. together with That certain 12 foot wide alley Vng within Block 64 of AVON BY THE SEA according to the plot thereof recorded in Plot Book 3, Page 7 of the Public Records of 81revard County, Fkdda. (Vocation per City of Cope Canaverd Ordinance No. 24-98, dated the 18th of August, 1998 and recorded in Official Records Book 3907, Page 2004, Public Records of Brevard County, Florida.) N07E. I. The bearings shown hereon are based on a line between Ror;dd Deportment of Natural Resources (now Department of Environmental Protection) Coastal Construction Control Une Monuments 70-80-AO5 and 70-80-A06. The bearing for this line S1-r14',351W was computed from State Plane Coordinate values for sold monuments as recorded in Survey Book 24, pages 29 through 41 of the Public Records of Brtvard County, Rodda. MO& S TA M � 0 T. - The proposed devakpment for the project site will consist of Two Phases. Phase One wifl be the construction of a 5 stoiy, 40 unit, concrete bADck condominium with the ground floor as a parking garage, a covered parking area with tennis courts above and a swimming pool. Phase Two will be the construcUon of 7. 2 story concrete block townhouses. ME M098 CLIENT- ENGINEEM- ARCHRIECT- q0 C� Allen Engineedng� Inc. 41J 1600 N. Atlantic Avenue, Ste. 201 106 axle Lane MOO N. Atlantic Avenue, Ste. 205 Cocoa Beach, FL. 32931 Cocoa Beach, Fl- 32931 Cocoa Seach, FZ- 329JI Telephone: (J21)784-809,3 f -ax. t4j 18V Telephoov (321)784-1976 (321)784-3644 Fax. (321)78J-5902 Fax. (32f)799-1976 Site acreage. 180,729.89 S.F - 4.15 Acres Zoning. R-3 (Medium Density Residential Distdct) Adjacent zoning. North: R-3 South. R -J V West: R-2 Building coverage: 40,175.55 S.F = 0.92 AC. = 22.2JX N JV Pavement coverage.' 34,011-05 S -F = 0.78 AC, = 1&82X Qeen area. 100-54,329 SX = 2.45 AC. - 58.95X rotal 180,729-89 S.F. = 4.15 AC. - 100.00X 86.95' DESCRIP770N.- Lots I through 15, Block 64, Plot of AVON -BY -THE -SEA Subdivision, according to the plot thereof, recorded in Plot Book 3, Pogo 7 of the Public Records of Brevard County, f7bridd. and including pAotted street shown on Plot of AVON-6Y-7NE-SEA as Ocean Boulevard Mng east of Lots 11. 1Z 13, 14 and 15, Block 64, AVOIV-6Y- rHE-SEA. Subdivision, according to the plot thereof recorded in Plot Book J. Page 7 of the Public Records of Brevard County, Fk4da, whkh street was vacated by resolution of the Breivard County Board of Commissioners February 8, 1951. together with That certain 12 foot wide alley Vng within Block 64 of AVON BY THE SEA according to the plot thereof recorded in Plot Book 3, Page 7 of the Public Records of 81revard County, Fkdda. (Vocation per City of Cope Canaverd Ordinance No. 24-98, dated the 18th of August, 1998 and recorded in Official Records Book 3907, Page 2004, Public Records of Brevard County, Florida.) N07E. I. The bearings shown hereon are based on a line between Ror;dd Deportment of Natural Resources (now Department of Environmental Protection) Coastal Construction Control Une Monuments 70-80-AO5 and 70-80-A06. The bearing for this line S1-r14',351W was computed from State Plane Coordinate values for sold monuments as recorded in Survey Book 24, pages 29 through 41 of the Public Records of Brtvard County, Rodda. MO& S TA M � 0 T. - The proposed devakpment for the project site will consist of Two Phases. Phase One wifl be the construction of a 5 stoiy, 40 unit, concrete bADck condominium with the ground floor as a parking garage, a covered parking area with tennis courts above and a swimming pool. Phase Two will be the construcUon of 7. 2 story concrete block townhouses. ME M098 CLIENT- ENGINEEM- ARCHRIECT- Towne Realty, Inc. Allen Engineedng� Inc. URI Architectural Group, Inc. 1600 N. Atlantic Avenue, Ste. 201 106 axle Lane MOO N. Atlantic Avenue, Ste. 205 Cocoa Beach, FL. 32931 Cocoa Beach, Fl- 32931 Cocoa Seach, FZ- 329JI Telephone: (J21)784-809,3 f -ax. Telephone: (321)78J-7443 Telephoov (321)784-1976 (321)784-3644 Fax. (321)78J-5902 Fax. (32f)799-1976 Site acreage. 180,729.89 S.F - 4.15 Acres Zoning. R-3 (Medium Density Residential Distdct) Adjacent zoning. North: R-3 South. R -J West: R-2 Building coverage: 40,175.55 S.F = 0.92 AC. = 22.2JX Pavement coverage.' 34,011-05 S -F = 0.78 AC, = 1&82X Qeen area. 100-54,329 SX = 2.45 AC. - 58.95X rotal 180,729-89 S.F. = 4.15 AC. - 100.00X Setbacks Required Provided Condom;nium, Side. 246� 82x25X = 61.46' 32.67'+33.00' = 65.67' Rear CCCL 1.95' from CCCL Townhouses Aront 25* 25.18' Side. 8& 12.70' DEP Side. 252.06'x4OX = 100.82' JJ.11'+70.92' - 104.03 - Minimum lot area. 10,000 SF 40,150.02 S. F Minimum lot width. 7,5' 25Z57' Whimum lot depth: 100' 739.9 1' Maxlimum building lot coverage. 35X 22.23X Maximum building height. 459 OR Maximum length of structure. 185' 185.00' Minimum breezeway.- 25X 26.71X Parking requirad: 2 spoces/Unit = 40 Units X 2 - 80 spaces + J spaces/rownhouse 7 rownhouses X J - 21 spaces. Total parking required = 101 spaces. Pdrkrng provided., 76 regular spaces + 4 handkopped + 14 townhouse garage spaces + 7 drfveway spaces = 101 spaces. G PARKING COUNT -400, TP.4MC PATTERN HAND4APPED PARKING 24" STOP W, STOP SIGN TOWNE REALTY ARTESIA CAPE CANAVERAL, FLORIDA SITE AND STRIPING PLAN ALLEN ENGINEERING, INC. ENGNEERS - SURVEYORS P.O. BOX 321321 OCOA BEACH, FLORIDA 32932-1321 Ai FAX (321)783-5902 E—MAIL- affenen~d.not Cl) COACREW PAMWZNT COACREW PA"ENT OR TYPE S-111 PAVEWNT 5-3 1 -0 1 REWSED PER DEP COMMENTS FC -2 PAMWEAlr OR PAM? BLOCKS 5-25-01 REVISED PER &EP, COMMENTS REPRODUC77ON IN PART 5-22-01 MOVED PARKWG OACES FOR FIRE U77UTIES OR W40tE IS PROHIB17ED &J-13-01 REV PARKING, C4R RINSE ARE4 AND WALL WHOUT 7HE EXPUaT iwnm PERA#swom FRom 2F F2-1-9-00 REV PER C17Y COMENn & ARCHTOCT ALLEN ENGINEERING, INC. NO. DA TE AfWSIONS G PARKING COUNT -400, TP.4MC PATTERN HAND4APPED PARKING 24" STOP W, STOP SIGN TOWNE REALTY ARTESIA CAPE CANAVERAL, FLORIDA SITE AND STRIPING PLAN ALLEN ENGINEERING, INC. ENGNEERS - SURVEYORS P.O. BOX 321321 OCOA BEACH, FLORIDA 32932-1321 Ai FAX (321)783-5902 E—MAIL- affenen~d.not UJ C-3 F--4 Er CL -J cc LA -J C:) -J n C\J C) C), C\J C\J LO 6 (i5 cr) C:) C CD -C 11� C- (0 LU cu CL 4X 2E Q 10 C) LL - e 0) M BUCHAAM AVEWE (48' NEW 5' SIDEWALK IXIS77NG SIDEWALK DUSTING ROAD 7T 10 10 9 9 8 8 7 7 6 6 5 - -------- ------- 5 4 4 08 Ap 'Sm. 2 2 SECMN il-.- SAWC111T SnNOff LPE ALONG A EDGE OF FAVEIWENT FOR COA57RUCTXW OF SIDEWALK, SADEWALK SHALL BE FLUSH W1 EDGE OF PAVEMENT 4, FH C 1050 & REMOVE QL; WV CURB INLET APPROX. 80 LF. OF TOP EL.=9.74 ow. Amw CURS ICY k" 5 S. W. INV=6.44 4CE W1 0 & RM t WPP O.bb SANITARY MH b bq q-�q x OF &XIST. ECR TOP EL. = 10. 56 DR,41MGE MH ob S4*Vff f- 80 LF. 00 APPRO) N.E. INV.=4.96 TOP EL. 10. 00 - _ I --- -- __ ­- -- '19. PIERCE A VENUE PA 1* rAffA#W-- CuSff-2�nr- SS CONNEC W/ DRhV X VCP N.E. INV=4-00 q ok W S�E. INV=5.01 q- & Mot" 01 INV=4.91 SS PAVER BLOCKS S.W. INV=3.90 x \13 MAVS"M q- -14 (0 -w- SANITARY MH t TOP EL =9.93 CURB INLET .=3.88 INV TOP EL.=9.81 + N.E. INV=6,51 -6 W. INV. =:p6. J 4 CURB INLET TOP EL. = 9. 82 ............. I .. ....... RCP,Iii It .......... --- wen ....... N. E INV. = 4- 02 E S.W. INV=3.82 a. . . . . . . . . . . . . . .... ... ..... . ..... ................... .... ....... ...................... . ....... . ........ ......... E INV. =5.92 1Z) i *6 R -'I . .............. .. f2) 301. PROJECT �v A /C.a INV. &45 . ............ 121 W ARE CUT ON TOP .. .......... & SET SQU ... .... AAW? OF CURB INLET ....... DUAL 30- DA EW7L7RA" TRENCH ELDIAnON 9.81 fW 010 .30i HOPE) ...... ...... PIPE 1W. 6.50 (500 LF TOTAL) .. ........ ............... ......... ...... .... ............. ... ....... ... F;F.E. /11. 1P .. ....... PHASE 1 61 ............ .7 ...... R&OSED 5 STORY ...... . . ....... . .......................... ...... f/s, 4 0 UNITS 80. . ........ luxe R MILO" J 11 MW "0 1 --.,7 1 - 0 UGHI 1xv" -1 FFE�- 11.9 R LAC Z EL it. 'IV rrm FEWE ........ . .... -51 ......... . ...... ..... ........ .. *.*.".1.%% VW.1.1.*.1.1.=.1.1.1.*.*.*. .. . -- I -. : 1 f / I �` 4 f-%, I ..... . ....... .......... 'ur .......... .. .. C. Y. V �(TOTAL) 907710M IC0377 C.Y. FILL (TYP-) 1,10 W J --9 TO BE PLACM ............. 3 11r-0HE UNDER BUILDING HOPE A to .............. .......... ........ CIN ......... W R Qi WE I -WE J ELEG. B U, pumpl� B i .0. ....... 3E PAW' C.O. INV. 11.00 I & EXERCI� 1'1-�,[? DR4 1AR W- F. F E. 111.10 ECREAT116N, p ROOM POOL A HMARK�2 pRCV6C T BM- h� Ar, ON TOP T LIARE CUT -J END OF CURB C.O. EVATION 10.57 60 WV- EL 1�1-80 h4DM 0. b", &Axe, \0 CURB INLET Q, NO TOP EL.=10.24 -ENCE 4' CHAI PIV9 .. 11 (a N LINK F A N. E. INV. =374, TARY MH A UE CHANAN W BU S. W. INV. =J. 64 rOP EL. =9.93 N.E INV =3.88 1-b WV ro k 44 SS ------ S.E. INV =J8,3 �p FH 0068 W 4 - 6, VCP 9. CURB INLET k W. INV =J76 SS I TOP ------- 4 ...... 4' CHAIN LINK FENCE o, S. E. INV. =5.88, SANITARY MH �9. 1� N CA WY 4) TOP EL. = 10. 28 q 10 INV =2-53 4b -2 24" RCP FC PAVMEW OR PAVER BLOCKS QD 15" RCP ... . SD - --k' -- 1. t�s; � P, - ---- - -- - &A am M* vwlaw -0 GOO& NQ 1. The Contractor shall notify a// existing uNity companies with facilities in the area at least 48 hours prfor to constructian. C, Gas - (321) 632-1735 Cl� of Cocoa (Wqter) - (321) 6.39-7659 Southern 80 - (800) 432-4770 Flar;da Power & Light - (321) &31-2000 City of Cape Canaveral (Sewers) - (J21) 8M-1240 2. Locations of existing utilities as shown on plans am oppra)dmate but are based on best available informatFon. Contractor shall determine the locations and critkal elevatians of utilities prior to constructian. J. An y discrepancies on the drawings shall be brought to the attention of the Engineer before commencing work 4. All pipe lengths are approximate and are. measured from center of fifflngs andlor structures. 5. Conflkts between water, storm sewer, and sanitary sewer are to be resolved by adjusting water lines as necessary upon approval by Owner's Engineer 1 6 All concrete used on project site shall have a minimum compressive strength of 5,000 P57 at 28 days, unless otherwise noted. 7. Testing reports shall be copied to the Engineer's office. 8. A SJRWMD Consumptive Use Permit shall be obtained and maintained by the Contractor for any site dewatering. 9 The Contractor shall be responsible for any fines levied by the Regulatory Agencies due to use of improper techniques during dewate6ng. 10 Rest" all disturbed areas to onginal conditions (including swales, daveways, and vegetatian) at no increase in cost to the Owner. Seed and mukh a// disturbed areas which do not have existing landscaping 11. Constructian shall comp�r with the conditions of Permits from the F.D.E.P. and the City of Cape Canaveral. PA14NG &Q QMMQE NQ 1. All traffic control devices shall meet the requirements of the Manual on Uniform Traffic Control Devices for streets and highwq^ published by the U.S. Department of rronsportatian and Federal Highway Administrat:ion, and F.D.O.T Roadway and 7"rafft*c Design Standards 2. Existing off-site drainage pattems shall be maintained during consirtictFon. 3. All underground utilities must be instalW before roadway bass and surface courses are constructed 4. The Contractor shall adjust valve box covem, manhole rims and covers, grodet, etc., necessaty to match rffwl grades as shown on plan& 5. Before placing so4 the Contractor sft# provide the Engineer with PoWng and Drainage As-Suik information from a Registered Surveyor, as follows Pavement Elevatian at 0evatibn Points shown an plan Drainage Structure Elevation Points at Tops & Inverts RetenUbn area top of bank and bottom 6 According to the Mational Flood Insurance Program, Flood Insurance Rate Map (FLR.M.) for arevard Count .y. FWfdo and Incorporated Arms, Panel J13 of 727, this property is located in community number 125094 and lies within Special Flood Hazard Areas Zone AE and Zone M Base. Flood Elevations I I feet. 13 feet and 14 feet as shown. 7 Final pool dock elevations shall be determined by pool designer. 8. Side slopes with a grade greater than 3:1 shall be sod and pegged. A The elevations shown hervan are based on Florida Department of Natural Resources Monument 070 -80 -AW, elevatian 8.89 feet National Geodetic Vertical Datum of 1929 (M.G.VD. 1929). la Paving centediries not otherwise noted shall have a slope of a4x. it. Pi f, f drains and extiltratian &-ench constr-uction shall be HDPLE meeting AASH70 M252 t)pes, or A4SHTO M294 type S� dapend;nq on the sFze of pipe Pope shall have a camigated extenor. smooth intenor, and push -on joints which are silt tight. FRUngs shall conform to AASHTO M294. Fabricoted flM, shall be welded On the inside and outside at all Junctians. Gaskets shall be installed by the pipe manufacturer. Installation shall conform to ASTW D2321. 12 Install paver blocks for car nnse area SAW,111 WMAW11 LUVE ALENW, DP.41NAGE MH CURB INLET TOP- EL, - I -a -JJ 7`OP EL.=9.26 AWCIJT & REMOVE EDGE OF PAW34ENT FOR �e COA57RUCTXN OF SIDEWALIC N. E. INV = J. 74 G 5 N. INV. =5.51 AppROX. 110 LF. OF SVEW" ShAU BE FLUSH S.W INV.=4.��J I 'Irp S.W. INV =5.06 EXYST. " CURB W1 EDGE OF PAVEMENT. E. INV =5.43,, 28"x36" INV. =5. J6 & REPLACE W/ S I W nVA61" cumv W INV =2.S SiOP CA TCH a4S/N GP.4 TE 10. 00 EXISIM GRADE EXSW CONTaN 1. 20 MIN&VM ASPHM77C CONCRETE FRAC7XW COURSE FC -2. EXSW UTfiJ7XS Z 6" DOT jF5 Ca4RSE AGGWG47F PROPOSED STOW DRAIN A 60 SrAaVZED SUBGRAD& LBR 18-22 0 TYPE C INLET rrPE E OWLET FROPOSED GP" MP 125 TOP 10.00 + 4P 13\ FC -2 ASPHALT SECTION E: # W. 6. M F- Aw. 6.50 TYPE E INLET' W. #W. 6.50 aSUNAGE FLOW ARROW f -3-02 ADDED SEC77ON 9-8 Top 10.00 TWE E ORLET %,As. .44 CONCRETE PAVIDWIW 7-12-01 REWSED PAPE SIZES IN O,WRTYARD E Aw. 6.50 TOP 10.00 W. INV 6.50 E. 1W. Z 5 0 5-25-01 REVISED PER DEP COUVEPOS W. WV. 6.50 5-22-01 MOVED PARKING SPACES TYPE C INLEr #W. Z50 COAMT FAVVA90 OR TWE S -N FAVEWENT ............... Top 10.00 ................ 3-13-01 ADDED PERINE7V? HAU, CAR RYNSE AREA E. INV. &00 2-9-01 REWSED PER DEP COMMEN7S W. I! W. 8. 0 0 FV -2 PAVE)" OR FAVIER BLOCKS REPROLXJC77ON IN PART a #W. &Do OR W40LE IS PROH1817ED f-2"1 REVISED EMLM477ON AVD RETEM77ON ARE4 FF 'ST F 107HOUT ME EXPUCIT E LOWE WiSHED FLOOR ELEVA7M -19 REVISED PER C17Y COMMENTS MWT71gV pERMISVON FROM 12 (kVaUDW GAR46m a4SUANM SUVWXY A0060M EM) ALLEV ENGINEERINa INC. DA 7F REVIVONS STORM WAZER YNbULY&CE NQ7ES.- I. The Condominium Association shall contract with a Registered Florida Professional Enginew to inspect the storm water system every two years to ensure the system is funcGoning in accordance with the FDEP Permit and the City of Cdpe CanaveraL 2. If the storm water is not functioning pn*wfy. the Enyinew shall prov;de the Condominium Association wAh a maintenance plan to bring the system into compliance. The Association shall ham 90 days in order to bring the system into compliance following receipt of maintenance plan or modified permit J. Refer to C4ndamlnlum Documents for additional requirements related to storm water maintenance. DA 7E TOWNE REALTY, INC. 10-18-0( ARTESIA Sr.4LE CAPE CANAVERAL, FLORIDA 1 0=150 0 PAVING AND DRAINAGE PLAN NO. ALLEN ENGINEERING, INC, 000111 ENGINEERS - SkJRVEYORS DRA W4 P.O. BOX 321321 COCOA BEACH, FLORIDA, 32932-1321 MBWW- (321)783-7443 FAX- (321)7&3-5902 E-MA1L-,A1)men~o1.n*t C. A SH T. NO. RECISTFRFn FNQNFFR NO -91--A ATATF rJF F1 eW11YA- 2 W C-) CL _j Cr LLJ T_ C-3 co C) LIJ �Z C) rl C\j CD 65 CD L_ C1 _:�c ID a) T:3 CD CD C) C_ LLJ CC Cu C:) -::c En (1) TD CD ur3 W U_ E (t) L_ C3) 0 C_ Cl - a 10 - 44 FH C 1050 WV CURB INLET TOP EL. = 9. 74 N rj 4 oil j 4 S.W INV.=6.44 WPP 1K a 40 10 oo SANITARY MH -0 is � ECB lob TOP EL.=10.56 Oro No- : - N� jo?' NO* Z b' N.E. INV=4..96 8- VCPO). SS "NO, plERi�E A VENUE S.E. INV.=5.01 t (j Ve W. INV=4.91 . N�., (V INSTALL HAY BALES IN FVrAfT 11F IN/ IFT \0 SS 0 G. U, q4j ........................... . . . . . . 0 ........ I .... ............. . ............................... ..... ............. . W Z41W., SANITARY MH TOP EL. =9.9j CURB INLET ........... INV =J. 88 '00 TOP EL. 4 i.4 N. E. INV. 14 % .......... ............ W INV=627 ............... ............................... ................... CURB INLET or, 0) TOP EL. =9. 4P . . : . .. , . . �f 1. , . . - Z ...................... ... 82 IL : , I -�7 .......................................... ........... N.E. INV=4.02 15" RCP;�' .. ......... ..... ...... ...................................... ............ ....... %; S. W. INV. =J. 82 ......... let ...................... ....... E. INV. =5.92 AL r............. .............. .......... ............. ................ .... .. ........ ................ : .... :.* - , -, *-,-, *-'-*'-* - .......... ....................... PROJECT 1 ............. .................. ......... ................ ............. SET SQUARE CUT ON TOP ........... OF CURB INLET ....... ELEVATION 9.81 ................. ........ ........... ............ ............. '*'***�k-�-:-:"-:.:.:-.-:-:-:.:.:-:..:.:.:.: . . .. ............ ......................... ...... PHASE 1 ........................ ...... ......... . i . .. ............ 1b....... .............................. 10 B A r .. ........ .... . PROPOSED 5 STORY ..... ....... ...... .... ...... J'' q 40 UNITS ....................... ........ 7.7.7. ........ ... ......... ... ..................... ... .......... ..... ....... ......... . ..... ......... ........ J ......... ....................... ........... ki ...... ....... ....... ...... ........ _4 C) - --------- ------- ------- ------ V . . . . . . . . . . . . I . �, ........... I . . - :. - - :. I - ........... .......... . ........... ........... ....... .......... .......... WPP N .. ......... V, PHASE 2 ........................ ..... ............ HE .......... At 0 13 .... ... ............ 0. ....... e 1* A, . ............. !11 ............. . ............. % . ...... ..... ... ... .............. ........ . ............ t .4. P J ELEC. tol B B do A) PUMP; NO A . ...... . ........ ..... ... ............ . ....... . ............ .... ........ ............. ..... 6 . ..... .............. EXERC :x Ti- ADOM, iRECRE V, _0 ROOM POOL st L A I ECT BEW-CHM _J SET S UARE CUT ON TOP OF N. END OF CURB EL TION = 10.57 k N0 4, is-- o,� Aso is CURB INLET 1 .1 -ENCE TOP EL. = 10 24 db 4' CHAIN LINK F N. E. INV. =J'74 S.W. INV.=J.64� 'b A VENUE ,o� W SANITARY MH BUCHANAN x op 7 TOP EL. =9.93 N WV 6. - �-lpkk, N. E. INV. =J. 88 Ob *4- b FH C 1068,, W - S. E. /NV =3 8J Ilk \k ,N 4� - VCP It - 6 SS 11b CURB INL W. INV. =378 14. bi - b TOP Q) SS 41 1b SANITARY MH ---t INSTALL HAY 34LES IN I S. E. V. =5.88 q. r , 4 - , TOP EL.=10.28 FRONr OF -INLET-, - 11 - 0 - CHAIN LINK FENCE 1Y 4 rj NQ k INV. =2. JJ T i Or q b SO 9-.- 15 RCP �"`\,& , , , N 24" RCP e Qo C) -10 q q aa EA AA DRAINAGE MH WN, Cj 5 CURB INLET NO TOP -EL.� 1 0_53 I Q. TOP EL. =9.26 N. E. INV= J. 73 17 N. INV =5.51 S. W. INV =4.5,3 4pp S. W. INV =5.06 E. INV =5 43 �D 28"x36" W. INV. =5.36 W. INV. =2.33 STOP CATCH BASIN GRA TE 10. 00 q 9 :'Ti�pr 0 4' 140 Msm ma srawaff OAMM NQ I Sediment basins and traps, padmeter d0ces, sediment barrfws and other measures intended to trap sedFment shall be constructed as a first step in any lond-disturbing actWfy and shall be made functional before upslope land disturbance takes place. 2. Permanent or temporary soil stabirization shall be oppli6d to denuded areas within seven days after flnol grade is reached on any portFon of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain undisturbed for longer than 30 days. Permanent stabilization she# be applied to areas that are to be left undisturbed for mom than one year. J. After any signirkant rainfall, sedment control structures will be inspected for integrity. Any damaged devices shall be corrected immediately. 4. Sediment will be prevented from entering any storm drain system, ditch, or channel All storm sewer inlets Mat are mode operable during construcWn shall be protected so that sed;mant-ldden water cannot enter the conve)oonce system without Arst be;ng filtei-ed or otherwise treated to remove sediment 5. Bef" temporary or newy constructed stormwater conveyance channels are made operatfonal, adequate outlet protection and any required temporary or permanent channel fin;ng shall be installed in both the conve)vnce channel and receiving channel. 6. PerWic inspectian and maintenance of a// sediment control structures must be proOded to ensure intended purpose is accomplished. 7he Developer, Owner andlor Contractor shall be con6nually responsWe for alt sediment leaving the property. Sediment control measures shall be in working condition at the end of each working day. Z Effluent from dewatering operotfons shall be Altered or passed through an approved sediment trapp;ng devke, or both, and discharged ;n a manner that does not adversely affect flowing streams or off-sft proper1y, 8. Underground utility lines shall be installed in accordance with the following standards in adMian to other applicable criterld: 60) No more than 500 linear feet of trench may be opened at one time. �b�) Excavated material shaft be placed on the uphffl side of tranches. c Effluent from dewata6ng operations shall be riltered or passed through an approved sediment trapping device, or both. and di"ryes in a manner that does not adversetv affect flowi�? streams or off-site prapwt y. (d) Restabilfkatian shall be accomplished in accordance with these regulations. 9. Where constructian vehicle access routes intersect paved public roads, provisions shall be made to minimize the transport of sediment by tracking onto the paved surface. Where sediment is transported onto a public road surface with curbs and gutters, the road shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by sho Ang. or sweeping and ve I transported to a sediment control disposal area. Street washing shall be allowed ontv after sediment is removed in this manner. Mix provision shall apply to indMdual subdivision lots as well as to larger fiand-dieturbing acMles- 10. Prior to the start of constructbn, silt fence shall be installed along the property lines and CCCL to prevent the transport of sediment off-site. Silt fences shall be maintained unti! the site Is stobflized with permanent vegetotFon. Instal! hay bales in front of curb inlets on Buchanan and Ridgewood Avenues. REPRODUC77ON iN PART I OR W40LE IS PROH07ED W771OUT 7HE EXCUaT IWIT7EN pERMISVON FROM 1 1-26-01 AODEZ) HAY BALES AA0 TURBUTY SCREEIV PER DEP ALLEN ENGINEERING. JNC- No. DA 7Lr J STAPLE FXTER MAng?W 70 STAKES AND EVEND IT WW THE TRENCH. 4. B4CKFXL AAO COMPACT THE EXC4WIED SOIL TOWNE REALTY, INC. AT I,LjE_JN ENGINEERING, INC. UNGNEERS - SURVEYORS P.O. BOX 321-321 COCOA BEACK FLOR10A 329,32-1,321 FAX- (321)7&3-5902 E-MAIL- aflanw~dr%vt DA 7E 10-18-0 SCALE NO. 000111 .DRAW C. A IJ; 1_14 �4 4. B4CKFXL AAO COMPACT THE EXC4WIED SOIL TOWNE REALTY, INC. AT I,LjE_JN ENGINEERING, INC. UNGNEERS - SURVEYORS P.O. BOX 321-321 COCOA BEACK FLOR10A 329,32-1,321 FAX- (321)7&3-5902 E-MAIL- aflanw~dr%vt DA 7E 10-18-0 SCALE NO. 000111 .DRAW C. A CE CL __J LU C-) UJ t: C:) I CL CD C�p ao ru 66 C�l "IT 0i cc 7, C:) 0 - CD tj Ln CU 10 C� Cl) C) DNR MONUMENT -70-80-AO5' PAVEMENT RURM77ON AREA ()IP) - SEE DEIAlL EXIST FIREA HYDRANT C 1050 6'0 TAPPING ME & VALVE' 6" AWhMAIG ELBOW 6` 7APPING 7FE & VALVE RRE h`X�T CURB INLET" QM A TOP EL. -.9.74 S.W. INV.=6.44 lop WPP *' ARY MH OF 4y SANIT ko .4v 7-0P EL=ia56 TAPPING 0 %.69 R.P 1 0 .11, OPAINAGE MH ALVE ECB ra N.E. IIVV.-4.96 PfERCE A M & V TOP EL -10.00 �w % clip S.E. INV. -5.01 N.E. INV.=4M 8' VCP SS W. JNV-4.9f &A 6AP ):W 4;S 180 89LOW W.M. S. W AM =3 , 90 SS J ev 91 0 14 IN -SANITARY TOP EL=9.93 72.7 - MH CURB INLET WV 6 /NV.=3.88 TaP EL. =.9.81 "i�� ME IA(V.=6.Jl 7. W INV=P6.21 ........ INLET AUM 20 Lf 7 TOP EL=9.82 ................. ... 02 P` BELow ' 5 1 1 ........... ............... ......... 41 2 ..... ....... ....... N.E. INV=4.02 TRf 74C ... ......... ............ S. W INV =3. 82 ...... ...... E. INV =5. 9?2 ............................. ......... .............. ................. f ........... ...... V� ... I ........... PRM4ECT BENChU400( I ......................... .. . . ............... ..... SET SQUARE CUT ON TOP ... ... .*.*.,.*.,.,.*.,.,.,.*.!:r�*.,.*.".".,. . . ............... ... ...... . . . ................... I .. ... . .............. OF CURB INLET ... . ... ELEVA770M 9.81 ..... ....... NV�, *J- A A, -PAASE _J ...... . .......... .... POM �EO 5 7 4 .... .. . .... UNff, ....... ........ .......... . ....... . ....... .. . ....... 'b . ....... .......... . .. ... ....... !70 ............. ..... . ........... 4 -T-H _4 ............ 06 ri ......... 088y IVY ......... . ............... ..... Id ............ ..... X A A ump '01, J 8 I/ Zi V !4-4 &ERCISE P to , - . .0"', "Y b NOY ECREA T16N R09A4 POOL SPA FNUE 4, DW8 7m 4 r?710- NJ J t (? or. T WT VWURE C _e,, OF N END OF T1nAJ = I 1P .1� WAM SYSffM NQTES- 1. Separation from sanitary hazards A. Hor4ontal seporatian of 10 feet outside shall be maintained to sanitaty or.storm Horfzontal separation of the greater of J feet outside to outs e or rive feet center sewer& Ad to center shall be maintained to reclaim water mains. In the event that hodzontal separation cannot be maintained, the water main shall be in a separate trench on an undisturbed earth shelf to one side of the sonifty hazard at an elevau0n so that the bottom of the water main is at least- 18 inches above the top of the sanitary hazard (as an alternative, the water main may be constructed of DIP with mechanical joints). 8. Where water mains cross sanitary hazards, there shall be a m;n1murn seporatian of 18 inches between the outside of the two mains. The crossing shall be arranged so that one full length of water pipe will hove both joints as for as possible from the sanitary hazard. if there is less than 18 inches of separation available, the water main shall be constructed of DIP with mechanical joints. Sanitary. hazards for the purpose of these notes, ore sanitaty gravity or force mains, storm sewer pipes and reuse (reclaim) water mains. 2. All water system construct;bn shall be in accordance with City of Cocoa Water Department orechnical Provisions for Canstruc6on of Woter Distribution CERTIFICATE OF APPROVAL OF ME BWo or TRUSTEES system. OF THE INTERW IMPROVEwimT TRUST ruND OF THE STATE A Water mains 4" and over shall be AWWA C900 DR 18 PVC, with ductile kon fiffings, Or FLORIDA RECORDED IN ORB 1416, PAGE 537. except where otherwise noted. Ductile iron fiffings shall be wrapped CANCELLED & VACATED BY RESOLun0AI OF THIS "RD ON in polyethylene meeting AWWA Standard C105. FEBRUARY 22 2" 4. Water mains or service pipe under 4 inches shall be ASTU D2241 SDR21 pipe with ASTM D3139 joints and ASTW F477 0astomeric gaskets. Pipe shall bear the NSF seal for notable water use. 5. The Contractor shall provide the Engineer and the C4 of Cocoa with Woter System As -Built inform(ftn from a Registered Surveyor, showing locations a somple points and mains and distances between all riffings, fire hydrants, f and valves. As-buift drawings shall comp6, with SecUon XIV of the rechnkal Provisions. As -built information is due prfor to paving and sodding. p 6. Finish grade to be estobl;shed before installatian of water main. Z Minimum cover sha# be 30" 8. The Contractor shaff comp�, with requirements of the DEP permit, including locatians of sample points. 9. Water services. A For single fam1tv houses. J14 inch, Type K, Copper. 3 For pool 314 inch, T .�pe K. Copper, with J14' reduced pressure backflow preventor. ia Where ductile iron mains are required for Water Systerm install AWWA C151 Pressure Class 350 ith AWWA C104 cement -mortar lining, encased with po4eethylene meeting'AWWA Standard C 105. & 11. D.L pipe shall be installed in accordance with AWWA Standard C600. PVC p;pe shall be installed in accordance with A14WA Standard C605. 12. The completed main sha# be pressure tested at 150 psi for a minimum of 2 �5 I I& hours. A leakage test shall be conducted with the hydrostatic test. rt resting shag follow the procedures of AWWA C600 as required by Section V11 '5 of the Technical Provisions. 53 r;�, 13. Sterilization of the mains shall be accomplished fallowin? AWWA Standard _Zt C651 as required by Section W11 of the Technical Provisions. 14. A blow -off with gate valve on the main line (as shown on the detail sheet) shag be provided when a temporary halt in construction occurs, as at the end W q0 to A� of a phase or other stage. 15. i9st existing gate valves. Provide new GV if necessaty to obtain a drfp U valve. Install a 2 -inch schedule 40 PVC jumper and double check backtlow preventer Q, (3 around the main line dilp-tight valve. Jumper shall be used to provide a# h? construction water (flushing, testing and disinfection) and shall be removed as J� dkvcted by Cocoa on�, after recetving clearance from the DEP. Contractors shall follow the procedures listed on the Water Detail sheet for connecting new mains to exlsti�?g water systems. See water details. , Q 16. Landscaping shall not be located within 3 feet of any fire hydrant or fire department connection. 'bles are 17 Water for r7re righting purposes shall be available at the time combusti brought on site. Point of Servke for automoUc fire spdnkfer system shall be at the base elbow on the discharge side of the double check detector assembty. All p)ping downstream shag be installed by a Ikensed fire sprinkler contractor 18. Any road cuts shall require a permit from the City priar to construction. /1101 �4 F�1_ ro qSS_L* C.0 a 0 I CovERED wrrH sAND 2:!�SMSS- I W, I . - CURB INLET' t 14 rGP EL =I-LF0 2 4& *,? CfWN LINK FENCE i Now I q�; N.E. 1W. 3.74 4 11�p t I EXIS T. FIRE 6 71.L Ob A SW 1W. =164 ' TAPPING to 2: k ii. f MH TOP SUM EL =9.,93 =7EM NQ MNU- BUC14ANAN HYDRANT C1068 Tff & VA L P�RL VENUE If 4� 'W' FH 08� YCP N.E. INV =3.88 7he Contractor shall maintain a minimum of 10 feet horfzontal and 18 ;nches S. E. INV.=3.8J TOP i�L h p vertkal seporo6on between water and sewer lines. W. LW ­7:,3.7 _."J Ss Where minimum vertical 5ANITARY MH S.E. IMV.=5.88. 4' CfWN tion cannot be maintained, see Details. TOP EL = 10.28 UNK FENCE separa 2. Testing and InspecUon: INY. =2. JJ is, RCP Gravity sewers shall be tested to ensure that inAltration does not exceed . . . 1, - :�� 4.- 24' RCP CO -SD N�x ol 100 GPOlinch dialmile. DRAWAGE MH CURB INLET TOP EL -10.3J 2� FC? TOP EL=9.26 8. Provide deflection test if required. 9P N. E INV. FAV04fNr RESnX4TX* AREA ra/ I N. 1W. =5.51 A C. Perform oil tests and inspections as directed by Me Cape Conavei Pub ic S.W. /W. 5,1 S. W. )MV. =5.06 SEE DETAIL Works Department E. INV =5.43 ;D 28'x36' W IW.=5.36 W INV. =2.3Jr I - r_4TCH a4SIN 3 All sanitary sewer lines sha# be PW (ASTU D_W4, SDR35) unless Otherwise GRATE 10.00 noted gin 4. The Contractor shall provide En eer with As -Built Sewage Collection S t �'& em 6" TAPPING TEE & VAVE Information from a Registered Surveyor, at no additional cost to the Owner, as DEFLECT JOINTS AT REDUCERS FOR PIPE ALIGNMiNr EXISDNG GR" follaws: EXfST)NG CONTOUR Distance between manholes Manhole & Service Lateral Locations from Downstream Manhole so--- EXIST)NG STORM DRAIN WO 6 04M UA w 'r r Invert Manhole Rim and Service " Elevatians. Computed Sewer Slopes 13\8x6 REDUCER P. a 'I" Cleonout locoUons tied to permanent references. w IX/S7ZtVG WA7ER 94W R11W The Sewer As -Built information is due prior to paving and sodding. 10, ......... .. ....... E)(1ST)NG SAANTARY SEWER FROM POOL MEIER-�W 5. Ventilate pipe du6ng construction as required to efiminate refraction arrors in I -PROPOSED 8' WATER AWI� 9; fE setting elevations. EXIS71NG OVDMEAD ELEC7RIC w 70 CAR RINSE 6. Compoctian of backrill wN be tested to 98X of AASHT0 T-180 beneath roods SHOULDER, THRU W_ PROPOSED POTABLE WA7ER hWN and drives, and 95X of T-180 elsewhere. VALVE BOX SEE DETAIL 7. Sewer laterals and main line sewer tops must be inspected by The Public Works 10 1 -r- PROPOSED F)RE L#VE TO FVC DCDA Department. The deapartment will require 24 hours notice before inspection. 2" TUBE FN _SS_ PROPOSED SANITARY SEWER 8 1. ME7ER AND BFP 8. Any road cuts shall require a permit from The City prior to construction. PROPOSED SANMAKY SEMER SERME CONNECT IRRIGA 77ON L 7E WA 7ER PIPING TO RECLAIM 7EF_ UBOW 0 SUPPLY To nRE PUMP Oi CO CLEAN O(ff COUPLING IWTH 20 HDPE DR 11 CON77NUOUS RCP INSERT' SnFFENER` W/AG - DIRECT70NAL BORE 2* SALL VALVE Y_ 70 AUTOM477C S�'IRINKLERS EXIS77NG 18" RCP fORD 1366-777 OAE F#?E HYDRANT W17H &4TE VALVE STOW DPAIN -D(M4 NOTE: CALL FLORIDA DOUBLE CHECK DETECT)R ASSEMBLY ONECALL TO LOG4TE &ME OTHER U77U77ES POST INDrATOR VALVE QUA& DA 7E SS PLATE LABELED 10 240 SQUARE CONCRETE COLLAR 314 - METER SEMW W1 BF P SCALE. 1*610' TOWNE REALTY 10-18-01 IRECLAJM- & -114 TURN----' 0 COAACRETE PAVEMENT ARTESIA SCALE COhrMTF PAVEMOWT OR rrPE S-1fl PAVEMENT CAPE CANAVERAL, FLORIDA 1`40' WATER AND SEWER PLAN NO. T -70-80-A06- FC -2 FAM4ENT OR PAVER BLOCXS lDcaA, 8- W.M., 2- HDRE RECLAIM SUPPLY DNR MONUMEN I A T T ROW"C770N IN PART 4-2-01 8' REDUCER, 8' DCDA AND 8" SUPPLY TO FIRE PUMP L-Ii-ii-JEN ENGINVERRING, INC* L 2-1 1. ENCANEERS - SURVEfORS I f%_111 A 1A AL 0 C_ - CL JAN 0 4 2002 ZI "Vi LIJ CE CL LIJ C:) C) _J EL r::, C> (D U-) ML CU CE C\J CL _�x 7�57 CD X C-) Lo a.) T3 CD 4� Z3 0 (L) LL_ ER M C3 r MD QUANMES .5f"mm If " (C" a M YDSJ A 8 C I E F ft" I Affix I ftwe I r1wo I a" sftm I Dow* I frwo QXNL a bREE mp& I E"_ I EI I P&t I Poe I P&M I P" I pow I P" 1 P40 P4* See giW 3 Of 6 For r Skib Qw#ffles IF BEMM OR ROUND CORND?S V B E A&4r A 6.2W DrMWORM P~W to allow Wo of r S*rdffd PIPS IWVh)& *WV * 10J01 01mwomw pwmWW fo allow use of Ir skrdard $P& I&Vft A* MOW* Skb SWI be &*&-Ad to f" brMp (MM WOWN Of P40. Sff Saotkft beldW. 101 1 Ca\C%7E �%ABL 30 OR 5f n" a-' PLM REP*VRCED WN WW dW—K4M.4 TOP WEW-SINGLE PIPE low Y 3/4 3314 r OR 5 DiENEN AROEAV OWSWE EDW OF PFE FOR 5f 0. 2 C1. EYE BOLT /4 a4RS 0 S40iXE---_ SVC DFMH GWE-) 12' CTRS. ImOr LEss 2" D SEC77ON AV FW XW PdW7W 5' SW UMM APPROYM BY 1W ENGFAM? E -SMFV_r- 4,1 WM IV PFU 18o AND SUM.UR TYPE C INLET PAO FOR AS PAPE CLL�w F (WE 7V BE ACIA70 WV& Wr PAVE FOR A07ERM EW SECWV Z I FOR PVC3 240 AND LARWE FD.O.T INDEX N0. 232 ZI AOTM 70 EPPE FOR PFU IS- AAV _WViZt G&47E- USF 16212 SEC77ON 1. 1 MR P#W 24' AW "90M CROSS DR41N A41TERED END SECTION S/AaE AND MULTIP(E ROUND CONCRETE PIPE f INSH f GRADE 1 6" PVC FA PVC PIPE - m' MIN. COVER OR AWWA C900 DR 18 PVC - 30" COVER :OR AWWA47 VARIES '00 UNDISTURBED SO& (OR COMPACTED BEWING) NO 1. TYPICAL SERWE CONNECTION SHOWN IN SECTION VIEW 2 LOCA77ON AND nNISHED GRADE STAKE REQUIRED BEFORE INSTALLA77ON SECTION FOR TYPICAL SERVICE CONNECTION N. T. S. C.I. PLUG GRADE I SO. 4 " CONC. PAD 45* EL90W �--45' BMW CLEW OUT DETA N. T S. SEE N07F J FkVISH GRADE AT LOT LINE J6, MLM r__Icwom��Ov& 774E BELL aL - 300 MIN. CVVER OVER 774E BELL PILUG I 112 -Ala_00 IXPAAWN Jolt; PRE MATERML INSTALL 6" OF A-3 SOIL W774 5Z MAXIMUM PASSING 200 SEW COWFACT 70 95X OF MAXIMUM DENSITY PER A.S.TM. D-1557— PLAN :1 #-ON 3 J14 GRAI C 1-01 2" C1. E�F BOLTS 44 12 CTRS. SECTION TYPE E INLET raar ffmix No. 2oi & 2j2 GRATE_- USF 16290 NOTE_* FOR TYPE E INLETS USED IN THE iXFILTRATION SYSTEW, THE INVERT OF 7HE STR()CTURE "LL BE 60 BELOW THE INVERT OF THE PIPES. A 6P 01A. WEEP HOLE SWL BE DRILLED IN ME BOTTOM AND F7LLED KM ROCK FILTER FABRIC SLALL BE &STALLED IMMEDMTELY BELOW THE BOTTOM OF 77 -IE STRUCTURES. 1. 1 112' r),pe S -N osphaftk concrete surface course 1500 marshall stability. - 6' X 4' DOUBLE WYE 2. Prime or tock coat - 1991 FDOT Section 300. IF DOU9LE SERME J. 6' Lknerock base meet�ng Foor specimvoons Sft-Uons 200 and 911, or cemented coquino base meo&v Foor Speco'kabons Sections 250 and 915; fOO LBR conVocted to 98X maximum density AASHTO T- 180. A 8' Subgrads, stobirized with mad meetkV FDOr Spwirxvtkvi .914; 40 LsR compacted to gaz maximum dons* mww r im. TYPE S-111 PAVEMENT SECTION N. T. S. rCONSTI?Wnav JOW 115 URV., 114 MU tV " M" SMff .00VTING P4nM FOR APIPROVV. 15'O.C. 94X 1. 20 MINNUM ASPHA77C COACRETE FRC77ON COURSE FC -2. 2. 6- DOT 15 C04RSE AGWEG47F 5' MW PSI COACRETE 3, 6' STABIUZED SUBGRAD& L19R 18-2-2 6' SUBGRAD& SrASUZED 70 MIN. LB.R. COMPACTED 70 98X MIN Pf I? A45NM T- IM EC -2 ASPHALT SECTION CONCRETE PAVEMENT SECTION M TS. REWFORCED CONCRETE APRON - CONTINEWS OVER FEXL LEW7H OF PIPE IN PAVED AREAS CROSS SLOPE OF COW APJM 9iALL MIITai — CROSS SLOPE OF ADJACENT' FAVE)WENT 5-14 BARS 0 12' O.C. SURFACE JOINT—,,.,, ::::::-15 64RS 0 12- O.C. —2* CLEAR REPLACEMENT SASE � NON WOVEN, SPUN BWAV, POLYPROPYLEIVE _nukk FABRIC EQUIVALENT` 710 AMOCO 450f. 4 PROVIDE MINIMUM 18' OVERLAP AT rOP OF I STONE. 4 1 112- TO J14- STONE (A0V-C.4LC4REOUS) STAGE 4 !a (W) + 2' 5' MIN. 10' MIN. SURFACE REIDLACEWENT 2' MIN. SURFACE 00STING PAVEMENT DEP774, 80 MIN. 17/ //,7,77 7/. EXISTING CONC. PAVEMENT CW) n?VXH WID TH (W PIPE O.D. + 240 AM. DM. VARIES r6, Y� , Nr_4RESr JOINT' IN PAVEMENT' I TPANSITION CURB N. T. S. IV 121 L� I I BEWING �* T: -T% �n 4 U 4 M:;g A vx om F, NE, Mvt*,.CR�M ALL DIMEYSIONS SHOWN FOR PA"Off AJ?E TO FACE OF 8- NOTE - When usedW h* h side of roadwaym the crow g2h akpo Of or shall ff,,atch the crom slope of Zoj:cent pavwwt �he thkkness of the rip 6 untese oth&rw;" shown on pAan& -TYPE 'E" CURB N. T S. AS. PAVER BLOCK DETAIL N. T. S. REPROOUC77ON IN PART 5- 15-0 1 ADDED COACRM BLOCK PAVER DUAJL OR W40LE IS PROHIBITED 1-2.9-01 REWSED 9qXT9A7XW TRVWH DEIAIL W 774OU T 774E DO�Ua T __X_r MWT7EIV PERMISSION FROM /I\ F2-1 - REVISM PER C17Y COM&OVIS IALLE7V EWINEERiNG, INC. NO. DA TE REW901VS HANDICAPPED PAVEMENT PAEKLN �2 DETA N.TS. DA TE TOWNE REALTY, INC. 1 0-1 8- ARTESIA SCALE CAPE CANAVERAL, FLORIDA N7S MISCELLANEOUS DETAILS NO. AT JULEN ENGINEERING, INC. . , ENGINEERS - SURVEYORS DRA IWW4N P.O. BOX 321,321 COCOA BEACH, FLORIDA 32932-1321 E: 7)7-03-7443 FAX: (4,07)783-5902 C.P. S�i Z, NO. 31 STAT - OF Eald - E FCOR16A 4 ,JAN 0 4 200Z 0 REPLACEMENT PAVEMENT DETAIL N. T S. EQ8aWQ CEYF.&L QQ&= NQTES.- 1. _3000 lbs./sq. In. concrete by use of High Earty Strength Cement to be used for replacement or other opproved high stnongth, fast set materials. I T—f I I 2. Concrete pavement joints shall be mechanically sawed to conform with a&inft slabs. T _F 7 T .5. Backfill materials shall be either of the same type and composition as the materials removed, or of equal or greater structural odequacy. Materials 15 BARS 0 12- O.C. contaminated with deletenous substances during excavation shaN not be used Asffl&Z& QQNVB= NQ� SARS 0 12- O.C. materials remove4 or of equal or greater structural adequacy Materials contaminated with deleterious substances during excavation shall not be used Replaced bass material over tronch shall be twice the thickness of the original base. Base material shall be placed in two or three lay" thor�uqhy rolled or tamped to the L L L specified density. I -i Asphalt concrete pavement joints shall be mechanicaly sawed. I -, I I I Surface tmftent pavement jo;nts shall be lopped and feoth&ned. Surface material wN be consistent with the existing surface A2 TRENCH DETAIL Q02a -EXFILTRATION The backfill for the first and second stages shall be placed ;n 6' layers (compacted thickness) and shall be compacted to fOOX of maximum density as daterm;ned by AASHTO r-99. :STAGE if Provide adequate compacted A/I beneath the haunches of the pipe, mechanical tamps for this This to the =S!7p/aced suitable purpose. compaction applies beneath the haunches of the p;pe and above any beddkV required. &^- 6' STAa AIG ProOde well-compocted bad and fill along the s;des of the pipe and to a point indlAcating the top of sub -grade material. 12" 12 1 7" 1 A LIMEROCK. C"-QAY. SHaL EM 6 W Lay" Compacted Thickness Density Requirements. 98X Under Roadway 95X Outs;de the Traveled Roadwcy� Such as Intersections, Crossovers, Turnouts, etc. 2 14 REEM------." 95X Shoulder Pavement METHOD AASH70 T-180 12" TIRE STOP DESIGN MINIMUM APPROVED EQUIVALENT MAY BE SUBS77TUTED N. T S. VARIES SEE PLAN PARKM BY SLOPIE 114' FT DISABLED PERINT ONLY PAVING EXPIA6M JOINTS 0 NOTE- BORDER AND LETTD?ING IS BLACK OPAQUE BO)rTOM OF SIGN 30' DUMMY BACKGROUND WHME R07-ECTNE SHALL BE 7' HIGH "SION DELETE DROP JOIN 00 O.C. WFIEN GRADES ARE SIDEWALK DETAIL THE SAME ON BOTH SIDES OF WALkS N. T. S. TPANSITION CURB N. T. S. IV 121 L� I I BEWING �* T: -T% �n 4 U 4 M:;g A vx om F, NE, Mvt*,.CR�M ALL DIMEYSIONS SHOWN FOR PA"Off AJ?E TO FACE OF 8- NOTE - When usedW h* h side of roadwaym the crow g2h akpo Of or shall ff,,atch the crom slope of Zoj:cent pavwwt �he thkkness of the rip 6 untese oth&rw;" shown on pAan& -TYPE 'E" CURB N. T S. AS. PAVER BLOCK DETAIL N. T. S. REPROOUC77ON IN PART 5- 15-0 1 ADDED COACRM BLOCK PAVER DUAJL OR W40LE IS PROHIBITED 1-2.9-01 REWSED 9qXT9A7XW TRVWH DEIAIL W 774OU T 774E DO�Ua T __X_r MWT7EIV PERMISSION FROM /I\ F2-1 - REVISM PER C17Y COM&OVIS IALLE7V EWINEERiNG, INC. NO. DA TE REW901VS HANDICAPPED PAVEMENT PAEKLN �2 DETA N.TS. DA TE TOWNE REALTY, INC. 1 0-1 8- ARTESIA SCALE CAPE CANAVERAL, FLORIDA N7S MISCELLANEOUS DETAILS NO. AT JULEN ENGINEERING, INC. . , ENGINEERS - SURVEYORS DRA IWW4N P.O. BOX 321,321 COCOA BEACH, FLORIDA 32932-1321 E: 7)7-03-7443 FAX: (4,07)783-5902 C.P. S�i Z, NO. 31 STAT - OF Eald - E FCOR16A 4 ,JAN 0 4 200Z 0 Uj cc 0 - CC Uj ca C-) uj CD __j CD clu �6 CD co c_ fa. :1 _C3 cu 3; CD 3: T3 C> CD C> Uj -.:x 0j a, 'C3 C3 Lt - cm C3 c_ 26 j18- HITE) R E C L A I M ED K (BLUE) NO flENFIR (WHITE) (WHITE) 2 3/8! 6'- 1 59 R TYP t—SEE NOTE #2 1) SGW WU BE aLUE KW WHill BORM AND WX LErrERS 2) SIGN S114U BE ANCHORED W17H A '7J- SWED G4LVANIZED POSr -RECLAIMED WATER SIGN ks, DIP OR PVC A A .4 3 5/8" .1 5/16 U4 0 TYPE "K* — COPPER SERVICE CORPORATION STOP BRONZE SADDLE --�_ A pf, r 0 " 0 : wox I r, Irl 0 mr, r� r, riwil r, r ww" e� r, 0 1 3' MIN. COVER RE—USE OR WATER MAIN INSTALL TAPS NO CLOSER THAN 4' ON SAME SIDE OF MAIN, 2' MINIMUM ON OPPOSITE SIDES OF MAIN. TYPICAL SERVICE LINE NTS 3/4- THROUGH 2 - �Im n# SANITARY HAZARD (SANITARY SEWER. FORCE MAIN, STORM SEWER, RE—USE OR WATER) 1--10. — 10, 1W OR LESS 1W OR LESS — 10, RECLAIMED WATER PLAS11C METER BOX (EXAMPLE: DEXOL PLASTICS, MODEL No. DX1419-12CIR, NTH PURPLE PLASTIC TOP AND IRON FIJPPER LID) POTABLE WATER PLASTIC METER BOX (EXAMPLE: DEXOL PLASTICS, MODEL No. DX1419-12CIR) CURB STOl ""—METER SIZE = SERVICE LINE SIZE (LINE SIZE) TYPICAL POTABLE WATER WATER SERVICE CONNECTION NTS SANITARY HAZARDS (SANITARY SEWER, FORCE MAIN & STORM SEWER) I 5' (MIN) 10' (MIN.) RE—U5E MAIN 5' (MIN) I — VERTICAL CLEARANCE HORIZONTAL CLEARANCE NQTE: HORIZONTAL C1 FARANCE AS SHOWN IN PARALLEL INSTALLATION ARE FOR PVC PIPE ONLY. IF CLEARANCE CAN 140T BE MAINTAINED DUCTILE IRON PIPE SHALL BE INSTALLED IN ACCORDANCE NTH *RECOMMENDED STANDARDS" FOR *WATER WORKS- (PER DER -1990- 17-610.470) OR LATEST REVISION. TYPICAL REQUIRED SEPARATION NTS FINISHED GRADE 24" MIN. COVER D.I.P. RE -USE OR WATER MAIN —B (TYP-) 6" MIN. THRUST COLLAR ON BOTH SIDES OF 80 R.M. AND LARGER (TYP.) THRUST BLOCK A—RETAINER GLAND B-45- BEND (MJ) RES. SEAT RISING STEM VALVE A STORM DRAIN DIP OR PVC HQTE 6" MIN. IJVU VIFt INZ:dALLILL) IN POTABLE SYSTEMS SHALL BE SDR -18. D.I.P. A A Z1 JOINT THRUST BLOCK (20') NOTE: IF 18m OF VERTICAL CLEARANCE OVER STORM DRAIN AND 30* MIN. COVER THEN PVC CAN BE USED. STORM DRAIN CROSSING NTS STAINLESS STEEL HANDLES I c DOUBLE DETECTOR CHECK VALVE RES. SEAT RISING STEM VALVE FLOW 90* BEND (FL x FL) —WORD ORE—USE" 24"x24"x4" OR WATER ON FINISHED CONCRETE PAD COVER GRADE A A 4' EXTRA ARE IN BOX FLG—PE PIPE (DIP) 12" NOTE: USE VERTICAL RISER BOTH :2! 3/4* METER ENDS WHERE REQ'D. TO SAVE SPACE AND CHECK VLV. cc r -'i r A X CONC. PAD 6" THICK, WIDTH TO BE 90* MJ BEND DETERMINED BY THE SIZE OF PIPE: 18" ON EITHER SIDE OF PIPE) AND LENGTH RETAINER GLAND SLEVVE I SIZE LARC44DR? �O BE DETERMINED BY FIRELINE STATION LENG R TH. 7HAN RISER PPE NOTES: 1. ALTHREAD ROD WILL NOT BE FLOW PERMITTED. 2. 900 BENDS MAY BE INSTALLED MEW IN LEU OF 45' BENDS IF APPROVED BY FIRELINE ENGINEER. THRUST BLOCK 3. SIAMESE CONNECTIONS WILL NOT BE PERMITTED ON ABOVE GROUND PIPING. 4. ASSEMBLY TO BE PAINTED RUST—O—THANE RED NO. 9405-1611 5. ALL ABOVE GROUND BOLTS AND NUTS TO BE #304 STAINLESS STEEL DOUBLE DETECTOR CHECK VAL VE NTS U.F. #14 WIRE WIRE NUT OR VALVE ELECTRIC TAPE 18*xl 8"x3" CONCRETE PAD NOTE: IF THE DEPTH OF THE VALVE NUT IS GREATER THAN 48w BELOW GRADE, OR 30 - BELOW GRADE AND UNDER THE WATER TABLE, A VALVE EXTENTION WILL BE REQUIRED. BUTTERFLY OR GATE VALVE AND VALVE BOX DETAIL NTS HYDRANT TO BE PAINTED 0 THE FACTORY - W1 RUSTOLEUM HIGH—PERFORMANCE EPDXY 9100 SYSTEM, COLOR #9143 YELLOW. IBRUST BLOCK NQIES 1.) WRAP ALL FITTINGS NTH POLYETHYLENE FILM BEFORE POURING THRUST BLOCK, MAKING CERTAIN TO KEEP CONCRETE AWAY FROM ALL BOLTS, GLANDS, AND FLANGES. 2.) TI-iRUST BLOCKS TO BE POURED AGAINST UNDISTURBED EARTH. 3.) REQUIRED VOLUMES OF BEARING AREAS TO BE AS SHOWN IN CHART. ADJUSTMENTS, IF NEEDED, WILL BE ALLOWED TO CONFORM TO TEST PRESSURE AND ALLOWABLE SOIL BEARING STRESS AS SHOWN IN SPECIF"ICAIIONS. 4.) BEARING AREA FOR TRANSIT BLOCKS ON HORIZONTAL BENDS IS BASED ON A TEST 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 SAME AS HORIZONTAL BENDS. 6.) BEARING AREA OF THRUST BLOCK TO BE NOT LESS THAN ONE SQUARE FOOT. MINIMUM BEARING AREA (SQ. FT.) LETTER PIPE SIZE 491 6 $9 8 to 10 it 12 Pt 16 to A 1 1/2 2-3 4 5 18 27-1 2 B 22-1 2 3/4 1 2 3 4 T, 11 B (450) 1 2-1 4 3-3/4 5-1 8 13-3L4 21 C 2 1 4 1 7 14-1/2 25-1/4, 39 THE FIGURES IN THIS TABLE REPRESENT AREA OF CONCRETE BLOCKING AGAINST TW VERTICAL TRENCH WALL OF UNDISTURBED EARTH IN SQUARE FEET AT 2000 P.S.F. SOIL BEARING CAPACITY. L ALI HYDRANT TO BE PLACED WITH 4 1/2- NOZZLE FACING THE ROAD 2'x 2'x 4" CONCRETE PAD 18* MIN. 24* MAX. VALVE BOX 3'x 3'x 12* CONCRETE COLLAR NTH 8 MIL POLYETHYLENE BETWEEN BARREL AND CONCRETE UF #14 INSULATED COPPER WIRE HYDRANT SHOE SHALL BE FUSION BONDED EPDXY COATED (6 MIL THICKNESS 'MIN.) IN ACCORDANCE NTH AWWA—C-550 THRUST BLOCK THRUST BLOCK NOTES: PIPE OR ANCHORING NIPPLE 1. CITY CREWS WILL APPLY FINISH COAT. A S25.00 FEE ALL BE CHARGED PER HYDRANT, PAYABLE PRIOR TO FINAL INSPECTION. 2. HYDRANT RISERS WILL NOT BE PERMITTED. FIRE HYDRANT DETAIL NTS 4' EXTRA WIRE IN BOX 6- GATE VALVE (MJ) ANCHORING TEE 24*x24*x4* 4' EXTRA WIRE IN FINISHED GRADE 20 BRASS PLUG CONCRETE PAD VALVE BOX (TYP.) PLASTIC METER BOX (BLACK FOR WATER AND 7 PURPLE FOR REUSE) lyj 4' EXTRA WIRE IN U.F.#14 INSULATED U.F.#14 INSULATED 2" BRASS COPPER WIRE COPPER WIRE CONCRETE GATE VALVE VALVE THRUST BLOCK R 3 RADE r 1 1 TED kU 2' E PLUG WITH 2" TAP 18mx1 8*x3w CONCRETE PAD ONE JOINT OF (M.J.) D.I.P. (2) RESTRAINER GLAND NOTE: PERMANENT BLOW—OFFS DO NOT REQUIRE A JOINT OF D.I.P. OF A VALVE. ALSO ALL BLOW—OFFS NEED TO BE PLACED AT PROPERTY LINES. 21' TEMPORARY BLOW -OFF DETAIL NTS REDUCER NTS 900 ELBOW - NTS CROSS & PLUG lliii,l TS 2" THREADED NIPPLE (TYP. AS REQUIRED) 90' GALV. BEND - (TYP. 2 PLCS.) BEND NTS TEE & PLUG NTS TEE NTS 2* BRASS GATE VALVES (TYP. 2 PLCS.) DOUBLE CHECK BACKFLOW PREVENTER wr ,-20 THREADED GALV. UNION III [or, I � 3/4- CURB STOP (SERVICE) 2"x3/4" GALV. TEE EXISTING CONCRETE PAD A �10 � 4 Is 2" CORPORAT10N STOP (TYP. 2 PLCS.) lull U.F.#14 INSULATED COPPER WIRE Rai k 2" GALV. PIPE (TYP. AS REQUIRED) 2m SERVICE SADDIF (TYP. 2 PLCS.) PROPOSED PVC OR DIP EXISTING 12" MIN. CONCRETE PAD 24" MAX. 2" TEMPORARY JUMPER DETAIL NITS EXISTING DIP DA 7E TOWNE REALTY, INC. 10-18-0 ARTE SIA I SCAiE CAPE CANAVERAL, FLORIDA NTS WATER DETAILS NO. ALLEN ENGINEERING, INC. 00011, ENGINEERS — SUIRVEYll DRA *N P.O. BOX 321321 COCOA BEACH. RORIDA 32932-1321 MEF114ONE_ (321)783-7443 FAX- (321)70--.5M E—MAN- mw not COCOA _2= A659fle .0�� W T NO. REQSTERED FNCINFFM NO- 131 RTMV, PIAK Fnil lf%.A 5 ___ 11 F i = WATER - POTABLE & RECLAIMED SECTION 1. SCOPE OF WORK 1.1 GENERAL All potable water, reclaimed water, and sewer mains and appurtenances must be installed in accordance with the City of Cocoa Utilities Department's Technical Provisions for the Construction of the Water Distribution System, the Water Reclamation System, and the Wastewater Collection System, the City of Cocoa Utilities Department Utilities Handbook, the approved plans, and the Standard Detail Sheet. 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 Division. it is recommended that the pre- construction meeting be scheduled prior to ordering materials. * Scheduling materials inspection, open ditch inspection, pressure/leakage test, and final inspection. 2.2.5 Check Valves. Check valves for fireline systems will be the double detector check valve as manufactured by Febco, Model No. 806DDC; Watts, Model No. 709DOC; Ames, Silver Bullet; or an approved equal, in accordance with AWWA specification C508. Double detector check val d as a complete approved assembly in accordance with the section on 'Cross -Connection Control and Bockflow Prevention" in the Utilities Handbook. Check valves must be installed horizontally above ground in a grassed area and painted with Rust -O -Thane No. 9405-1611 Red. Point must be applied in accordance with the manufacturer's recommendations. The check valve will be installed with 12" minimum and 24* maximum clearance from finished grade. The Utilities Department will inspect the interior of the double detector check valve prior to installation. 2.3 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 2.3.1 Cost Iron. Cost 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). 2.3.2 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). 2.3.3 Bolts. All mechanical joint bolts must be CORTIEN Steel. 2.3.4 Topping Saddles. Topping saddles on mains 4" to 12" in diameter will be cast iron body mechanical joint type. Saddles on mains 16" to 48' in diameter will be fabricated steel with O-ring seal, fusion bonded, epoxy coated with stainless steel nuts and bolts. The topping valve must have centering ring and conform to Section 2.2.1 - Resilient Seat Gate Valves in these Technical Provisions. 2.3.5 PVC. Fittings for 2" PVC pipe will be PVC with rubber gasketed slip joints. No solvent weld joints will be accepted. 2.4 FIRE HYDRANTS Fire hydrants must be manufactured in accordance with AWWA specification C503. Hydrants must have bronze- to -bronze moin seat threading surfaces. They will be traffic type with drain holes plugged at the factory. Hydrants must be one of the following models: * Model Mark 73 with bronze drain ring, American Darting Valve and Manufacturing Company * Model No. A-421 Super Centurion 200, Mueller Company * Model #K -81A, ITT Kennedy * Clow Medallion, Clow Valve Company * U. S. M . etropolitan, U.S. Pipe Hydrants will have one 4-1/2" valve opening, one 4-1/2" pumper nozzle, and two 2 .112" hose nozzles. Stem couplings are to be cost iron or nylon -coated steel. The upper valvf, plate must be bronze. The hydrant shoe will be coated inside with fusion bonded epoxy, 6 mil minimum. All hydrants will be pointed, at the factory with Rustoleum high-performonce epoxy 9100 system, non-lecid. dry film thickness 5 to 8 mils, color #9143 Yellow. City crews will apply finish point to each new fire hydrant after the contractor has paid the appropriate charges. Finish grade is to be established and the proper length hydrant 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 cost standard mechanical joint gland on 6" plain end branch. The contractor will not install risers or make repairs to hydrants. Adjustments or repairs to be mode to the hydrant after installation will be done by the City. The contractor or developer will be charged the cost of labor and materials for this service and must provide payment in advance. At final inspection, if it is determined that a fire hydrant has lbeen modified, the hydrant will be removed. Either the proper length hydrant will be installed by the City, at the contractor's or developer's expense, or the contractor may purchase a proper length hydrant and install it under the direction of Utilities Department personnel. 2.5 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 solder joints will be accepted. Any repairs of service lines will be by flare -to -flare coupling. No compression fittings will be accepted. Tops in the pipe will be the some nominal diameter as the service line. Service tops in PVC pipe will be drilled with a shell cutter; the plug will be removed. . 2.5.1 Saddip,s. Saddles must be used for all connections to PVC pipe. Saddles must be bronze as manufactured by Mueller Company, Ford Meter Box Company, or Smith -Blair Company. The pipe sizes for these manufacturers are noted below: I MUELLER: For pipe sizes 4" to 12", for 3/4" and 1" services, the single strop design must be used. For 1-1/2" and 2" services, the double strop design must be used. Both designs are for the H-16000 series. I FORD: For pipe sizes 4" to 12", for 3/4" and 1* services, the style 101B single strop design must be used. For 1-1/2" and 2" services, the style 2028 double strop design must be used. For pipe sizes 16' and larger, for 3/4", 1", 1-1/2," and 2" services, the style 2028 double strap design must be used. SMITH-BLAIR: For pipe sizes 4" to 12", for 3/4" and 1" services, the 321 series single strop design must be used. For pipe sizes 4" and larger, for 3/4", 1", 1-1/2" and 2* services, the 323 series double strop design must be used. An approved equal may be used in lieu of any of the above -listed designs/models. 2.5.2 Curb Stops, 3/4" and 1". Curb stops 3/4" and 1" in size will be Mueller Mark 11 Oriseal, Model No. H-14352 or No. B -24-352R ball valve, as manufactured by Mueller Company. Model No. B -23-232W can be used for 3/4" curb stops and Model No. B -23-444W for 1" curb stops, as manufactured by Ford Meter Box Company. Model No. 4317, as manufactured by Hayes Manufacturing Company, or an approved equal, is also acceptable. Curb w stops must have locking wings and a swivel meter nut. Curb stops that are 1-112" or 2 will be flare-by-flonge with locking wing, Model No. dF23-666W for 1-1/2', Model No. BF23-777W for 2", as manufactured by Ford Meter Box Company, Model No. 4316 as manufactured by Hayes Manufacturing Company, or on approved equal. 2.5.3 Corporation Stops, 3/4" and 1 . . Corporation stops 3/4' and 1" will be of brass and equal to Model No. H- 15000, manufactured by Mueller Company, Model No.F-600, as manufactured by Ford Meter Box Company, Model No. 5200, as manufactured by Hayes Manufacturing Company, or an approved equal. Corporation stops 1-1/2" and 2" will be brass and equal to Mueller Oriseal, as manufactured by Mueller Company, Model No. FB 600, as monufactured by Ford Meter Box Company-, Model No. 4400, as manufactured by Hayes Manufacturing Company: or an approved equal. 2.5.4 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 grossed area behind the curb if located in other than a subdivision. Curb stops will be installed to finished grade in a plastic meter box with on iron flipper lid with a full pin hinge, such as Model No. DX1419-12CIR, as manufactured by Dexol Plastics, or an approved equal. Service locations will be permanently stenciled on concrete curb or the street with a blue "W* for potable water or a purple "R" for reuse. Reuse services will be located at the opposite lot corner from water services where practical or with five feet minimum separation. 2.5.5 Reclaimed Water. Reclaimed water service will be installed to finished grade in a plastic meter box with a purple plastic top and iron flipper lid with a full pin hinge, such as Model No. DX1419-12CIR, as manufactured by Dexol Plastics, or an approved equal. A 3" x 5" permanent plastic tog, secured to the curb stop with a nylon tie wrap, will be supplied. Togs will be inscribed "REUSE WATER DO NOT DRINK". 2.6 INSPECTION OF MATERIALS Materials delivered to the job site will be subject to inspection by the City prior to installation. 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 City 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. SECTION Ill. PROTECTION OF PROPERTY AND OBSTRUCTIONS 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. 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. I I I _. . I . . Any deviation from these requirements must be approved in writing by the Engineering I . � � I I � _____ Division Manager prior to commencement of construction. SECTION IV. TRENCH PREPARATION Fees charged by the City are set by City Council by resolution and are listed on the SECTION Xill. BACKFLOW PREVENTERS appendix "Water Service Rates and Charges" made a port of the Utilities Handbook. Fees 4.1 EXCAVATION. A trench will be opened so that the pipe can be installed to the ore subject to change without notice. The most current fees will be charged. 13.1 GENERAL The Utilities Department and Engineering Division are located at 600 School Street, alignment and depth required. It will be excavated only so far in advance of pipe Cocoa, Florida, 32922. The Dispatch telephone number is (407) 639-7671; facsimile number Backflow preventers must be installed at locations where dangerous cross -connections is (407) 639-7663, placement as necessary. The trench will be excavated to the depth required so as to 1.2 DEFINITIONS may occur. The need for backflow preventers will be determined by the Utilities 11 The term "approved equal" is used to mean a part or item that has been approved in provide a unifOr-M Grid continuous bearing support for the pipe or undisturbed ground. writing by the Engineering Division Manager, the Transmission /Distribution Department. Backflow preventers will be the reduced pressure type, as manufactured by Superintendent, or the Utilities Director. A written request must be mode in order to Bell holes will be provided at each joint to permit jointing to be made and inspected have an item accepted as an approved equal. Written specifications on the part or item Febco, CloVal, Hersey, Ames, Watts, or an approved equal, and will have interior fusion must be furnished with the request. , properly. ion from a specific source is cited, the most curent revision bonded epoxy coating 5 to 12 mils, and will be installed above grade in accordance with of that specification will be used. . Unless otherwise specified, "City" means City of Cocoa; "Utilities Department" means manufacturer's recommendations on a concrete slab ad to the meter. Backflow City of Cocoa Utilities Department; "Engineering Division" means City of Cocoa Utilities During excavation, if ashes, cinders, murk or other organic material considered Deportment, Engineering Division. .jocent preventers are to be approved in accordance with the Cross- Connection Control and SECTION 11. MATERIAL SPECIFICATIONS unstable is uncovered at the bottom of the trench at sub-grode, it will be removed and 2.1 PIPE(see also Section 5.3 - Wire for locator wire specifications) Backflow Prevention" section of the Utilities Handbook. 2.1.1 Polyvinyl Chloride Pressure Pipe, 2". Polyvinyl chloride (PVC) pressure pipe (size backfilled with approved material. This material will be compacted in layers to provide 2-) will be Class 200 (DR 21) and will be blue or white in color. Pipe will be supplied in standard 20 -foot lengths. All joints will be of the ela stomeric- gasket type with a uous bearing characteristic of that area's soil condition. Where the thickened, integral solid -wall bell or coupling with the same DR as the barrel. No SECTION XIV. AS -BUILT DRAWiNGS solvent -cement joints will be accepted. All PVC pipe and couplings will bear the U.L. - label and NSF approval for potable water. 14.1 GENERAL 2.1.2 Polyvim4 Chlorid Pressure Pipe, 4"-12". Polyvinyl chloride pressure pipe (sizes it cannot be removed and replaced with an approved material to support the pipe 4" through 12') will be cost iron pipe equivalent outside diameter Class 150 (DR 18) As -built drawings are required for all systems to be accepted by the City. As-builts � conforming to the American Water Works Association's (AWWA) specification C900 and will properly, a suitable foundation must be constructed. Excavated material will be piled be blue or white in color. Pipe will be in standard 20 -foot lengths. All joints will be will be prepared by a surveyor or an engineer registered in the State of Florida and � of the elostomeric-gasket type with thickened, integral solid -wall bell or coupling with in such a manner that it will not endanger work or obstruct natural water courses, the some OR as the barrel. All PVC pipe and couplings will bear the U.L. label and NSF will contain the following information: - approval for potable water. sidewalks or driveways. Fire hydrants under pressure, valve boxes, or other utility 2.1.3 PolyVin�4 Chloride Pressure Pipe, 16". Polyvinyl chloride pressure pipe (size 16") will be cost iron pipe equivalent outside diameter and a pressure rating of 235 p.s.i. controls will be left unobstructed and accessible at all times. Gutters will be kept (DR 18) conforming to AWWA specification C905 and will be blue or white in color. All 1. Location of all valves, service lines, fittings and fire hydrants using at least joints will be of the elostomeric-gasket type with thickened, integral solid- wall bell clear or other satisfactory provisions will be made for street drainage. I or coupling with the wall the some DR as the barrel. All PVC pipe and couplings will two ties to permanent points (manholes, property corners, curbs, or stormwoter inlets). bear the U.L. label and NSF approval for potable water. 2.1.4 Ductile Iron. Ductile iron pipe will be cement lined pressure Class 350 conforming An acceptable station and offset system may be used for service lines and fittings only. - to AWWA specification C151. Water main and storm drain crossing conflicts will be 4-2 SHEETING AND BRACING. Open cut trenches must be sheeted and braced as required by properly designed by the project engineer and approved by the Utilities Deportment prior to installation. Water mains that ore less than 10 feet apart from building foundations any governing State law, municipal ordinances,, OSHA Standards, and as may be necessary or other permanent objects will be ductile iron pipe. In no case will water mains be 2. Location of mains from property easement lines or edge of pavement at intervals located less than 5 feet from foundations. The above distances will be doubled for water . mains larger than 8" in diameter. Polyethylene encasement conforming to AWWA of 300 feet. specification C105 will be provided for all installations. The polyethylene will be has been completed or has been brought up to such an elevation as to permit its safe sealed with tape. 2.1.5 Reclaimed Water. PVC pipe installed in reclaimed water systems will be Class 150 removal. The use of a trenching box may be used in place of sheeting and bracing where (DR 18) conforming to AWWA specification C900 and will be purple in color. All PVC or 3. Elevations to the top of the water line at intervals of 300 feet and at all ductile iron pipe will be installed with a 5" -wide purple adhesive identification tape appropriate. affixed to the top of the pipe. Script in 1-1/2" black lettering will identify the main drainage and sewer main crossings. Bench mark to be shown on os-builts. as "REUSE MAIN". Ductile iron pipe installed 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 4.3 DE -WATERING. Excess water must not be allowed in the trench at any time. An adequate � Class 350 is required. Ductile iron pipe with identification tape will be installed � where horizontal separation of less than 5 feet or vertical separation of less than 18" supply of well points, headers or pumps, oil in first-class operating condition, may be from potable water mains or sewer mains exists. installed within 10 feet of water mains. 2.2 VALVES AND VALVE BOXES used to remove the water. The use of gravel and pumps will also be an acceptable means 2.2.1 Resilient Seat Gate Valves, 4"-16". Resilient seat gate valves will have mechanical joint ends as manufactured by American now Control, Model AFC -2500; U.S. of removing the water. The trench will be excavated no more than the available pumping Pipe, Metroseal; Clow Corporation; or an approved equal. The resilient seat gate valves 5. Water main material and distance of mains from buildings or structures within 20 must conform to AWWA specification C509 and be manufactured in the U.S.A. Resilient facilities are capable of de -watering. Discharge from pumps will be accommodated in seats will be of natural or synthetic rubber and be bonded or mechanically attached to feet of the water main. the gate using stainless steel hardware and will be rated at a working pressure of 200 accordance with the St. Johns River Water Management District's requirements. The City psi. 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. is not responsible for obtaining de -watering permits. applied in a manner to withstand the action of line fluids and 6. Distance from hydrant to hydrant valve. 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 SECTION V. PIPE LINE CONSTRUCTION seal regardless of direction of flow. Opening the valve will be in the counterclockwise 7. Pertinent eosem en t, .,Jn formation. 1 direction. If the depth of the valve nut is greater than 48" below grade, or 30" below 5.1 GENERAL grade and under the water table, a valve extension stem will be required. The extension will hove a centering collar and be mechanically attached to the valve operating nut, All water mains, service lines and appurtenances must be installed as specified on such as extensions manufactured by the General Engineering Company, Model #4840-0001-3, 8. Certification by the surveyor or engineer accepting responsibility for accuracy or an approved equal to be determined by the Transmission/Distribution Superintendent the approved plans and in accordance with the Standard Detail Sheet. Installation will or his designee. See Exhibit 1. UJ E2 2.2.2 Butterfly Valves, 12" and larger. Butterfly valves with mechanical joint ends will Cr_ a- be rubber seated, 90* tight closing type, short body. The interior and exterior will be _J fusion bonded epoxy coated in accordance with AWWA specification C550. The valve shaft >_ Cc will be of 18-8 type 304 stainless steel or type 316 stainless steel. Body dimensions LLJ - = and minimum shaft diameter will be in accordance with Tables 3 and 4 of AWWA C.) specification C504. The valve seat will be of molded natural or synthetic rubber, will >_ M be mechanically secured to the disc or to the valve body, and will mate against a grade. if undercutting occurs, the bottom of the trench will be brought up to the stainless steel seat surface. Buried valves will be for submerged service and will be M U-1 equipped with totally enclosed gear operators, permanently lubricated and equipped with �i adjustable stops for open and closed positions. The gear ratio will be such as to C:) _J require not more than 50 foot pounds of input torque to operate the valve against the a- 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 <D CD is less than 450 foot pounds. Each buried valve will have a standard 2" -square operating Cki nut. The valve will open when the operator nut is turned counterclockwise. If the depth Cr) of the valve nut is greater than 48" below grade, or 30" below grade and under the water `T table, a valve extension stem will be required. The extension will have a centering &5 <D collar and will be mechanically attached to the valve operating nut, such as extensions �6 manufactured by the General Engineering Company, Model #4840-0001-3, or an approved placed in the pipe. equal to be determined by the Transmission/Distribution Superintendent or his designee. co See Exhibit 1. C_ C1 2.2.3 Valves, 2". Two-inch valves for use with 2" PVC distribution mains will be of the _:�[ ball valve design, as manufactured by Ford Meter Box Company, Inc., Model #811-777, or 10 CD an approved equal. They will be equipped with a 2" -square operator, as manufactured by M Ford Meter Box Company, Inc., Model #QT67, or an approved equal, for buried use. Ball 01 valves will be adopted to other pipe line materials by use of brass nipples or PVC it 7D gasketed bell adapters. The 2" blowoff gate valve will be rated at 125 SWP or 200 WOG. . All 2" gate valves must meet all E.P.A. and F.D.E.P. requirements regarding lead and 1-- A: . zinc contents. Galvanized fittings and 2" brass wheel valves are acceptable only on I � - I blowoffs and will not be accepted at other locations. All valves must be manufactured - CD in the U.S.A. C�- CD SIZE ALLOWABLE LEAKAGE __ �_� 2.2.4 Valve Boxes. Valve boxes and lids must be manufactured in the U.S.A. Boxes and U-1 _< lids must be structuraNy equal to those produced by Trumbull or Tyler and must have __ qr 5-1/4' minimum inside diameter. Cost iron valve boxes will consist of a circular cost I iron top and bottom section. The depth must be determined and the appropriate valve box CE __ must be installed. No PVC is permitted in the valve box. Boxes must be set flush with CU a- finished ground surface in such a manner as to permit easy use of a valve wrench and to _< M: prevent surface loads from being transmitted to the valve or pipe. Box sections must be r_1 -,.% telescopic and adjustable. Valve box lids should have the word "WATER" or 'SEWER" or C-) 3[ "REUSE", as appropriate, cast on the top. A concrete pad (24" 1 x 24" w x 4" d) will be __ � � poured around all boxes at finished grade level unless the valve is located in a paved (n roadway or parking lot. (V 10 - 12" 1.06 Gallons/Hour C) I -&-) I = _ct 14" 1.16 Gallons/Hour _� U3 W , . . - LL_ E ro C_ 0) 1 - I __ ____ _____ ______________ I111111111111111111111111111 0 C_ � CL , ­- � ; 6 8.1 GENERAL 2.2.5 Check Valves. Check valves for fireline systems will be the double detector check valve as manufactured by Febco, Model No. 806DDC; Watts, Model No. 709DOC; Ames, Silver Bullet; or an approved equal, in accordance with AWWA specification C508. Double detector check val d as a complete approved assembly in accordance with the section on 'Cross -Connection Control and Bockflow Prevention" in the Utilities Handbook. Check valves must be installed horizontally above ground in a grassed area and painted with Rust -O -Thane No. 9405-1611 Red. Point must be applied in accordance with the manufacturer's recommendations. The check valve will be installed with 12" minimum and 24* maximum clearance from finished grade. The Utilities Department will inspect the interior of the double detector check valve prior to installation. 2.3 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 2.3.1 Cost Iron. Cost 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). 2.3.2 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). 2.3.3 Bolts. All mechanical joint bolts must be CORTIEN Steel. 2.3.4 Topping Saddles. Topping saddles on mains 4" to 12" in diameter will be cast iron body mechanical joint type. Saddles on mains 16" to 48' in diameter will be fabricated steel with O-ring seal, fusion bonded, epoxy coated with stainless steel nuts and bolts. The topping valve must have centering ring and conform to Section 2.2.1 - Resilient Seat Gate Valves in these Technical Provisions. 2.3.5 PVC. Fittings for 2" PVC pipe will be PVC with rubber gasketed slip joints. No solvent weld joints will be accepted. 2.4 FIRE HYDRANTS Fire hydrants must be manufactured in accordance with AWWA specification C503. Hydrants must have bronze- to -bronze moin seat threading surfaces. They will be traffic type with drain holes plugged at the factory. Hydrants must be one of the following models: * Model Mark 73 with bronze drain ring, American Darting Valve and Manufacturing Company * Model No. A-421 Super Centurion 200, Mueller Company * Model #K -81A, ITT Kennedy * Clow Medallion, Clow Valve Company * U. S. M . etropolitan, U.S. Pipe Hydrants will have one 4-1/2" valve opening, one 4-1/2" pumper nozzle, and two 2 .112" hose nozzles. Stem couplings are to be cost iron or nylon -coated steel. The upper valvf, plate must be bronze. The hydrant shoe will be coated inside with fusion bonded epoxy, 6 mil minimum. All hydrants will be pointed, at the factory with Rustoleum high-performonce epoxy 9100 system, non-lecid. dry film thickness 5 to 8 mils, color #9143 Yellow. City crews will apply finish point to each new fire hydrant after the contractor has paid the appropriate charges. Finish grade is to be established and the proper length hydrant 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 cost standard mechanical joint gland on 6" plain end branch. The contractor will not install risers or make repairs to hydrants. Adjustments or repairs to be mode to the hydrant after installation will be done by the City. The contractor or developer will be charged the cost of labor and materials for this service and must provide payment in advance. At final inspection, if it is determined that a fire hydrant has lbeen modified, the hydrant will be removed. Either the proper length hydrant will be installed by the City, at the contractor's or developer's expense, or the contractor may purchase a proper length hydrant and install it under the direction of Utilities Department personnel. 2.5 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 solder joints will be accepted. Any repairs of service lines will be by flare -to -flare coupling. No compression fittings will be accepted. Tops in the pipe will be the some nominal diameter as the service line. Service tops in PVC pipe will be drilled with a shell cutter; the plug will be removed. . 2.5.1 Saddip,s. Saddles must be used for all connections to PVC pipe. Saddles must be bronze as manufactured by Mueller Company, Ford Meter Box Company, or Smith -Blair Company. The pipe sizes for these manufacturers are noted below: I MUELLER: For pipe sizes 4" to 12", for 3/4" and 1" services, the single strop design must be used. For 1-1/2" and 2" services, the double strop design must be used. Both designs are for the H-16000 series. I FORD: For pipe sizes 4" to 12", for 3/4" and 1* services, the style 101B single strop design must be used. For 1-1/2" and 2" services, the style 2028 double strop design must be used. For pipe sizes 16' and larger, for 3/4", 1", 1-1/2," and 2" services, the style 2028 double strap design must be used. SMITH-BLAIR: For pipe sizes 4" to 12", for 3/4" and 1" services, the 321 series single strop design must be used. For pipe sizes 4" and larger, for 3/4", 1", 1-1/2" and 2* services, the 323 series double strop design must be used. An approved equal may be used in lieu of any of the above -listed designs/models. 2.5.2 Curb Stops, 3/4" and 1". Curb stops 3/4" and 1" in size will be Mueller Mark 11 Oriseal, Model No. H-14352 or No. B -24-352R ball valve, as manufactured by Mueller Company. Model No. B -23-232W can be used for 3/4" curb stops and Model No. B -23-444W for 1" curb stops, as manufactured by Ford Meter Box Company. Model No. 4317, as manufactured by Hayes Manufacturing Company, or an approved equal, is also acceptable. Curb w stops must have locking wings and a swivel meter nut. Curb stops that are 1-112" or 2 will be flare-by-flonge with locking wing, Model No. dF23-666W for 1-1/2', Model No. BF23-777W for 2", as manufactured by Ford Meter Box Company, Model No. 4316 as manufactured by Hayes Manufacturing Company, or on approved equal. 2.5.3 Corporation Stops, 3/4" and 1 . . Corporation stops 3/4' and 1" will be of brass and equal to Model No. H- 15000, manufactured by Mueller Company, Model No.F-600, as manufactured by Ford Meter Box Company, Model No. 5200, as manufactured by Hayes Manufacturing Company, or an approved equal. Corporation stops 1-1/2" and 2" will be brass and equal to Mueller Oriseal, as manufactured by Mueller Company, Model No. FB 600, as monufactured by Ford Meter Box Company-, Model No. 4400, as manufactured by Hayes Manufacturing Company: or an approved equal. 2.5.4 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 grossed area behind the curb if located in other than a subdivision. Curb stops will be installed to finished grade in a plastic meter box with on iron flipper lid with a full pin hinge, such as Model No. DX1419-12CIR, as manufactured by Dexol Plastics, or an approved equal. Service locations will be permanently stenciled on concrete curb or the street with a blue "W* for potable water or a purple "R" for reuse. Reuse services will be located at the opposite lot corner from water services where practical or with five feet minimum separation. 2.5.5 Reclaimed Water. Reclaimed water service will be installed to finished grade in a plastic meter box with a purple plastic top and iron flipper lid with a full pin hinge, such as Model No. DX1419-12CIR, as manufactured by Dexol Plastics, or an approved equal. A 3" x 5" permanent plastic tog, secured to the curb stop with a nylon tie wrap, will be supplied. Togs will be inscribed "REUSE WATER DO NOT DRINK". 2.6 INSPECTION OF MATERIALS Materials delivered to the job site will be subject to inspection by the City prior to installation. 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 City 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. SECTION Ill. PROTECTION OF PROPERTY AND OBSTRUCTIONS 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. 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. I I I _. . I . . I ____________ . 6.1.1 Mains 8" and smaller. Tie-in valves will be operated and pressure tested to I . � � I I � _____ . I I I I � - I I I � I I SECTION IV. TRENCH PREPARATION verify water tightness prior to the tie-in. Valves that not water tight must be SECTION Xill. BACKFLOW PREVENTERS ,� 4.1 EXCAVATION. A trench will be opened so that the pipe can be installed to the ,.are replaced or a new valve must be installed immediately adjacent to the valve; otherwise, 13.1 GENERAL I alignment and depth required. It will be excavated only so far in advance of pipe the tie-in is not to be made until the system has been approved for service by F.D.E.P. Backflow preventers must be installed at locations where dangerous cross -connections I I - , placement as necessary. The trench will be excavated to the depth required so as to The contractor will provide a 2" top on the new main and a 2" tap on the existing main may occur. The need for backflow preventers will be determined by the Utilities 11 I ­ I '' provide a unifOr-M Grid continuous bearing support for the pipe or undisturbed ground. at the tie-in valve. A 2" jumper equipped with a bockflow preventer (double check) will Department. Backflow preventers will be the reduced pressure type, as manufactured by Bell holes will be provided at each joint to permit jointing to be made and inspected be installed. The backflow preventer will be utilized for filling the main, flushing the Febco, CloVal, Hersey, Ames, Watts, or an approved equal, and will have interior fusion properly. main, providing water for bacteriological sampling, and maintaining pressure in the main bonded epoxy coating 5 to 12 mils, and will be installed above grade in accordance with after a successful bacteriological test. The tie-in valve is not to be operated and the manufacturer's recommendations on a concrete slab ad to the meter. Backflow - During excavation, if ashes, cinders, murk or other organic material considered jumper is not to be removed until clearance has been obtained from F.D.E.P. and the .jocent preventers are to be approved in accordance with the Cross- Connection Control and unstable is uncovered at the bottom of the trench at sub-grode, it will be removed and City. The project engineer will be required to provide an executed F.D.E.P. certificate Backflow Prevention" section of the Utilities Handbook. I backfilled with approved material. This material will be compacted in layers to provide of completion prior to clearance. After clearance, the tie-in valve will be opened. the I a uous bearing characteristic of that area's soil condition. Where the jumper removed, and the main thoroughly flushed under the supervision of the Engineering SECTION XIV. AS -BUILT DRAWiNGS . bottom of the trench at sub -grade consists of unstable material to such a degree that Division. 14.1 GENERAL it cannot be removed and replaced with an approved material to support the pipe As -built drawings are required for all systems to be accepted by the City. As-builts � properly, a suitable foundation must be constructed. Excavated material will be piled 6.1.2 Mains 10" and larger. The some procedure as noted for mains 8" and smaller will will be prepared by a surveyor or an engineer registered in the State of Florida and � in such a manner that it will not endanger work or obstruct natural water courses, be used for mains 10" and larger except that a backflow preventer will be utilized for will contain the following information: - sidewalks or driveways. Fire hydrants under pressure, valve boxes, or other utility filling the main, providing water for bacteriological sampling, and maintaining pressure � controls will be left unobstructed and accessible at all times. Gutters will be kept in the main after a successful bacteriological test. The tie-in valve can be opened for 1. Location of all valves, service lines, fittings and fire hydrants using at least I I clear or other satisfactory provisions will be made for street drainage. I flushing and during chlorination only under the supervision of the Engineering Division. two ties to permanent points (manholes, property corners, curbs, or stormwoter inlets). The tie-in valve is not to be operated and the jumper is not to be removed until An acceptable station and offset system may be used for service lines and fittings only. - 4-2 SHEETING AND BRACING. Open cut trenches must be sheeted and braced as required by clearance has been obtained from F.D.E.P. and the City. After clearance, the tie-in any governing State law, municipal ordinances,, OSHA Standards, and as may be necessary valve will be opened, the jumper removed, and the main thoroughly flushed under the 2. Location of mains from property easement lines or edge of pavement at intervals to protect life. property, or the work. Trench bracing may be removed after backfilling supervision of the Engineering Division. of 300 feet. 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 SECTION VII. TESTING 3. Elevations to the top of the water line at intervals of 300 feet and at all appropriate. 7.1 GENERAL drainage and sewer main crossings. Bench mark to be shown on os-builts. . All newly installed pipe that has been backfilled must be tested at a gouge pressure 4.3 DE -WATERING. Excess water must not be allowed in the trench at any time. An adequate � of 150 psi in accordance with AWWA specification C600. 4. Separation between reclaimed water or force mains and water mains if they are supply of well points, headers or pumps, oil in first-class operating condition, may be installed within 10 feet of water mains. used to remove the water. The use of gravel and pumps will also be an acceptable means 7.2 FLUSHING. The City will provide an adequate volume of water for the filling, of removing the water. The trench will be excavated no more than the available pumping flushing, and testing of mains. The contractor will notify the Engineering Division 5. Water main material and distance of mains from buildings or structures within 20 facilities are capable of de -watering. Discharge from pumps will be accommodated in prior to flushing or filling mains. The pressure in the Citis system will be monitored feet of the water main. accordance with the St. Johns River Water Management District's requirements. The City during the flushing; at no time should the pressure in the Citis system be allowed to is not responsible for obtaining de -watering permits. drop below 40 psi. Water used during wasteful or unsupervised flushing will be bil'ed 6. Distance from hydrant to hydrant valve. to the contractor. SECTION V. PIPE LINE CONSTRUCTION 7. Pertinent eosem en t, .,Jn formation. 1 5.1 GENERAL 7.3 HYDROSTATIC TEST. A blowoff or fire hydrant will be installed at the end of the All water mains, service lines and appurtenances must be installed as specified on pipeline under test. The line being tested will be slowly filled with water to the 8. Certification by the surveyor or engineer accepting responsibility for accuracy the approved plans and in accordance with the Standard Detail Sheet. Installation will specified test pressure. Before applying the specified test pressure, all air will be of information supplied on the as -built drawings and a statement certifying that all conform to AWWA specification C600 except GS modified herein. expelled from the test section including service connections. If fire hydrants or mains are within easements and/or public rights-of-way. The name "City of Cocoa" must blow -offs are not available at high elevations, tops at points of highest elevation will appear on all as -built survey information. 5.2 PIPE PLACEMENT. The bottom of the trench will not be excavated below the specified be made to facilitate air removal and testing. Men testing is complete, the service grade. if undercutting occurs, the bottom of the trench will be brought up to the lines installed for air removal must be removed. . As-builts will be drown at a scale of 1 inch = 100 feet. Areas requiring additional original grade with approved material and thoroughly compacted, as directed by the detail may be enlarged as necessary. Rights-of-way, easements, and lot lines will be Engineering Division Manager. Before placing pipe into the trench, the outside of the The line must hold the 150 psi test pressure for a two-hour test period. The first accurately shown. Lots, block numbers, and street names will be included. if the spigot and the inside of the bell will be wiped clean, dry, and free from oil and hour is to be witnessed by the contractor; the second hour must be witnessed by os-builts were prepared by an AutoCad (version 12) compatible program or DFX file, a grease. Every precaution will be taken to prevent foreign material from entering the Engineering Division personnel. Sufficient human resources are to be employed to insure diskette with that file will be provided to the City. All projects within the South pipe. During placement operation, no debris, tools, clothing or other material will be inspection. If the line fails to meet the test, it will be repaired and re -tested until Mainland Water Service Area will be prepared in a digital formot compatible with AutoCad � placed in the pipe. the test requirements are satisfied. Line pressure will be maintained to within 5 psi (version 12). of the test pressure at all times. All mechanical joints will be made up in strict accordance with the manufacturer I S One reproducible print or computer diskette and three signed and seated blue -line specifications. Beveled ends will be removed from PVC pipe entering a mechanical joint. 7.4 LEAKAGE TEST. A leakage test at 150 psi will be performed on all newly installed prints are required. After the surveyor or engineer has certified the locations, the The bell will be carefully cleaned before the gasket is inserted. Gaskets must be evenly sections of pipe after installation of all service connections. Any leakage observed engineer will certify on F.D.E.P. Form 62-555.910(g) that the system depicted on the I seated, the gland placed in position with the bolts, and evenly tightened. All slip must be less than the following per thousand feet of pipe: as -built drawing was constructed in substantial conformance with approved plans and will . joints will be made up in strict accordance with the manufacturer's specifications. SIZE ALLOWABLE LEAKAGE function as intended. . 2" 0.20 Gallons/Hour After placing a length of pipe in the trench, the spigot end will be centered in the I 4- 0.33 Gallons/Hour bell, the pipe forced home, brought to correct alignmen , t, and covered with on approved - 6" 0.50 Gallons/Hour backfill material. Ductile iron pipe will be bockfilled to the centerline of the pipe 8. 0.67 Gallons/Hour I and compacted to ninety-five percent (957.) of standard Proctor T-99. i O" 0.83 Gallons/Hour . 12" 1.06 Gallons/Hour 1 14" 1.16 Gallons/Hour Pipe will be installed with 30" minimum cover. Maximum cover of 42" will be accepted. 16" 1.32 Gallons/Hour Cover depth will be determined from proposed finish grade as indicated on the plans. At I times when pipe placement is not in progress, the open ends of pipe must be closed by SECTION Vill. DISINFECTION & BACTERIOLOGICAL TESTING a water -tight plug or other approved means. This provision will apply during the lunch 8.1 GENERAL a ight. If water is in the trench, the seal will remain in place flush mains and arrange for complete disinfection by chlorination until the trench is pumped completely dry. under the direction of the Utilities Department. Work will conform to applicable I provisions of AWWA specification C651, "Disinfecting Water Mains." Water with a chlorine . 5.3 WIRE. A UF#114 locator wire will be installed on all potable water, reclaimed water, content of 100 ppm will be evenly distributed throughout the pipe system and allowed to � I and sewer mains. The wire must be placed on the top of the pipe with at least one wrap remain* in the pipe for twenty-four hours before it is flushed out. After flushing, the I around each section of pipe. A run of wire must run from the main to each hydrant. Each water should remain in the pipe for 24 hours before sampling. Service connections and fire hydrant must have one wrap of the wire around the barrel located at final grade. tie-ins made before testing must be disinfected in accordance with AWWA specification C651. Samples will be taken by Utilities Department personnel. Water mains must not be A run of wire will also be brought up in each valve box. The wire will have 4 feet flushed between samples. The contractor will be charged a fee by the City to cover the of excess length. Wire is to be connected together using a yellow wire nut. cost of bacteriological tests. The contractor must have proof of payment for bacteriological testing at the time of pressure and leakage test inspection. Somp!e . 5.4 BACKFILLING. All backfilling material will be free from cinders, ashes, refuse, points are determined by the F.D.E.P. Samples are collected Monday through Thursday by vegetable or organic material, boulders, rocks, stones, or other material which is City of Cocoa Dyal Plant personnel. Dyul Plant personnel con be contacted at (407) considered unsuitable. Men bockfill material is not specified on the plans. backfilling 568-5867 to schedule a sample pick-up. if samples taken do not demonstrote satisfactory with the excavated material may be acceptable provided that such material is suitable results, re -chlorination is required. A fee will be charged by the City for additional for bockfilling. Pipe should be bockfiiled 0s soon as possible to minimize the length sample collection and analysis. of open trench. Valves, fittings, and thru st blocks will be left uncovered until ' inspection by the Utilities Department has been completed. Disinfection and bacteriological testing of reclaimed water mains is performed in the some manner as potable water mains. Sample points for reclaimed water mains, however, 5.5 VALVES AND FITTINGS. All valves and fittings will be set and joined to the pipe in are determined by the Engineering Division Manager. Samples are collected Monday through the proper location as shown on the plans. Valves should be installed outside of the Thursday by City of Cocoa Sellers Plant personnel. Sellers Plant personnel con be ctical. A roadway volye box will be provided for every valve. This contacted at (407) 639-7681 to schedule a sample pick-up. If Samples taken do not valve box must not transmit shock or stress to the valve and will be centered and plumb demonstrate satisfactory results, re -chlorination is required. A fee will be charged by I over the wrench nut of the valve. The box cover is to be flush with the surface of the the City for additional sample collection and analysis. I 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 - I I pavement. A bronze or stainless steel di8c will be cast into the pad for all valves 12" SECTION IX. CONNECTION TO EXISTING SYSTEM r or larger. Valve nomenclature to be stamped into the disc will include the valve size, 9.1 GENERAL type, manufacturer's initials, number of turns, and direction to open the valve. Connections to existing City concrete mains will be mode by the Utilities Department (Example: 12" G.V. U.S.P. 20 c.c.w.) under the direction of the Engineering Division. Any charges for tops or connections made by the Utilities Department will be paid to the City by the owner or contractor 5.6 FIRE HYDRANTS. All fire hydrants will be located as shown on the plans and marked prior to the installation. For all water main connections, the contractor must obtain I on the pavement with a blue reflector. On unpaved streets, a blue reflector will be I all required permits; provide a dry pit area, all pit preparation including shoring and nd placed as close to the edge of the rood as feasible so as to be bracing, maintenance of traffic, all right-of-woy restoration; and notify all utilities I easily visible. The hydrants will be located in such a manner as to provide complete prior to construction. Tops on PVC, AC, or D�IP mains that ore from 4" through 12" in accessibility and in a manner so that the possibility of damage from vehicles or injury size must be mode by City personnel utilizing saddles and valves provided by the ll be minimized. All hydrants must stand plumb with the pumper nozzle contractor. Alternatively, the top may be made by a topping contractor who has been facing towards the curb and the bury line of the hydrant at the finished grade. Fire approved by the Utilities Department. hydrants installed in State highway rights-of-way will be placed in accordance with any I I F.D.O.T. requirements. All fire hydrants will be connected to the main in the manner Topping saddles and valves supplied by the contractor will be inspected by the shown on the Standard Detail Sheet. Engineering Division prior to installation. The installed topping saddle and valve must 5.7 THRUST BLOCKS. Thrust blocks will be installed at all bends, fire hydrants, and as be tested with water at 100 psi for 15 minutes prior to topping to insure a water -tight specified on the plans, in accordance with the Standard Detail Sheet. Metal harnesses, installation. The pressure test will be performed by the contractor and witnessed by a tie rods, or clamps of adequate strength to prevent movement may be installed at representative of the Engineering Division. After the pressure test of the saddle has locations where thrust blocks are not proctical. Rods and clamps will be stainless been completed and payment of the topping cost has been made to the City of Cocoa steel. A 20 -foot length of mechanical joint ductile iron pipe will be installed at all Customer Service Department, the contractor must contact the Transmission/Distribution main endings and a thrust collar will be poured around the pipe at a distance of 10 feet Division to schedule the top. When personnel from the Tronsmission/Distribution Division from the end of the joint. arrive on site to make the top, the contractor will provide a dry work pit in accordance . with OSHA standards. The contractor will also provide the necessary equipment to lift 5.8 PIPE INSTALLED IN CASINGS. Pipe to be installed under pavement where open trenching the tapping machine into and out of the pit. is not permitted will be installed through a steel casing which has been jacked and SECTION X. FINAL CLEAN-UP AND ACCEPTANCE bored. Casing size will be as indicated below: 1 0. 1 GENERAL PIPE SIZE MINIMUM CASING SIZE . 4 12" Upon completion of the work and before acceptance by the Utilities Deportment, the . 6. 14" 1 contractor will meet all permit conditions, remove all debris, and complete sodding, 8- 18- sprigging, or seeding if required by the plans. The contractor will leave all oreas 1 O" 20" affected by his/her operations in a neat and presentable condition. 12" 24" 16" 30" SECTION XI. FIRE SERVICE I 1 20" 36" 1 1.1 GENERAL Where wet pipe sprinkler service is used, an appropriate backflow prevention device Water mains must be pushed or pulled through the casing on pressure- treated wood will be installed in accordance with the "Cr oss- Connection Control and Backflow skids attached to the pipe with stainless steel straps. Stainless steel casing spacers Prevention" section of the Utilities Handbook. I I with polyethylene skids will be accepted in lieu of wood skids and are required on mains SECTION X11. CONNECTION OF BUILDINGS OVER FOUR FLOORS 12" in diameter and larger. The stainless steel casing spacers with polyethylene skids 12.1 GENERAL I � will be placed in accordance with manufacturer's recommendations. Casing Spacers must Connection of domestic water supply systems serving buildings over four floors in I be manufactured by Cascade or an approved equal. Restrained joints are required on mains height to the Citis water distribution system will be subject to the following I installed inside casings. requirements: . . 5.9 BLOWOFFS. Flushing blowoffs are to be installed and constructed as shown on the Standard Detail Sheet. Blowoff materials include 2' galvanized pipe, threaded 1. A fixture unit analysis will be performed by the project engineer to determine . fittings, 2" brass wheel valve, and plastic meter box (purple for reuse). The plastic requirements. This analysis is to be provided to the Cit . y NOTE - meter box is to be installed at grade over the wheel valve. The wheel valve will be THIS WATER TECHNIICAIL PROVISIONS DRAWING WAS TAKEN FROM THE C" OF within six inches of finished grade and will be plugged with a brass plug. 4" blowoffs 2. A water meter and a reduced pressure backflow preventer, sized in accordance with I . COCOA UTILITIES DEPARTMENT 00164PMR DISK ON 2-27-95. � will be required on both potable water and reclaimed water mains 12" and larger and must the domestic flow requirements, will be installed above ground at the developer s -_ - � be constructed as shown on the Standard Detail Sheet. A reuse tog will be installed on expense. , , DA 7F �, reuse main blowoffs in a reuse meter box. 3. Upon written request, the City will provide the site engineer with the minimum 1 TOIWNWNE REALTY, 11142C. � SECTION V1. TIE-fNS TO EXISTING SYSTEMS expected system pressure. The site engineer will be responsible for providing this 10-18- 6.1 GENERAL information to the architect and building owner. Means for providing on adequate supply ____ - - - . � The contractor is not to operate any valve or remove any thrust block from City -owned of water to all parts of the building during periods of minimum pressure will be the the building �� ARTESIA SCALE I mains except under direct supervision of a representative of the Utilities Deportment. responsibility of architect. All contractors must follow the procedures listed below for connecting new mains to 4. Repair costs for damage to the water meter caused by flows exceeding its rated CAPE CANAVERAL, FLORIDA NTS . existing water systems. WATER TECHNICAL PROVISIONS ' I " NO. - ALLEN ENGINEERING, INC. OW111 I _ RFPRODUC7701V IN PART . I I I I � I ENGINEERS - SURVEYORS DRAW . OR MOLE IS PROHIB17ED P.O. -BOX 321321 COCOA BEACH, FLORIDA 32932-1321 W774OUT THE EXPUaT *RIT7EN PERMISWON FROM � - . . (3p I' 4 FA.X! (321)70-5W2 E-MAIL- cHenan~d.net C. P. - I I _... I 155AP __ I . ALLEN ENGINEERING, INC. Aro. ! DA 7E i 11 'S . ALS^ ICHK'D - q T. NO.. 4. &_e,2� ___ -------- I ----------- a- REWWONS __Z9nLJ I REq$TERED ENO N09131 'S'TATE OF FLORIDA 6 I I 1� § __ ___ . JAN 0 4 202 1 11 . I 1i - 0- _j LIJ r co C:) C:3 _j C) CU f__ CU 03 C_ QL T:3 a) 2= Cn 3r Ln CD C) C) LLJ cr Cu CL C) CD TD - C) 4� =3 U) W LL_ r= ro CL "M ,V4"W HEK;HT OF ATTACHMENT EQUAL TO 2/3 HMff OF TREE i®r qLF-- 2-3' MUILCH BALL OF EARTH AND ROOTS WRAP TREE AT APPROX. 1/3 HEK;HT WITH 5 LAYERS OF BURLAP WIRE 3 WOOD CLEATS TO TRUNK FOR SUPPORT FOR WOOD BRACES '%, STAKE PAD, REPROOUC77ON /N PART OR WOLE IS PROHIB17ED 107HOUT 7HE EXPLICIT 14RIT7FJV PERMISSM FROM ALLEN ENGINEERING, INC. PLANTING NOTES 1. Plant material shalt be graded Florida No. I or better as outlined under Grades and Standards for Nursery Rants, State Plant Board of Florida, unless otherwise noted. 2. Solt used for planting (planting mix) shatt consist of 60% peat humus, 30% wood chips (Pine bark passing through 3/4' screen) and sawdust, 10% sand, and 2 1b. starter fertilizer per cubic yard. Solt mixture used to back fill planting pits shatt consist of two parts existing topsoil from on-site and one part prepared planting mix (see above). Dolomite shalt be used as needed to correct solt pH to 6.0-6.5. 3. Plants shall be arranged In beds using triangular spacing. Plant fertilizer shalt be AgrIform 21 gram tablets, slow release, 20-10-5 analysis or approved equal. Rates of appUcation shatt be as recommended by manufacturer. 4. Starter fertilizer shall be 6-6-6, 100X organic, with minor elements. This fertilizer shatt have 40-50X of its total nitrogen In a water -Insoluble form. 5. Lawn areas shalt be treated with fertilizer appLIed at a rate of twenty (20) pounds per 1000 scitare feet. 6. Alt plant beds shall be top dressed with 2-3' shredded Metateuca bark OR Cypress bark mulch. 7, Methods of tree staking Indicated on the drawings are suggestions orAy. The landscape contractor shalt use whatever method he deems fit, however, he wilt be held Liable for any damages caused to trees by Improper staking methods, (or absence of staking) and Is responsible for uprighting and replanting trees which are blown over. S. In the event of a discrepancy between drawings and plant schedule, the drawings shalt prevalt. 9. Any trees that are to remain that are located In areas where construction Is to occur shalt be protected In the following manneri A barricade shalt be constructed at the drip tine of the tree. If this Is not possible due to site constraints the barricade shall be placed a minimum of one (1) foot away from the tree for every Inch of caliper. The barricade shalt consist of a minimum 2'x4' posts with two (2) Vx2' ralts. The barricade shall be a minimum of 4' In height. 10. Alt buffer ptantkgs shalt be maintained at a height of 4', except near driveways, where these plantings shall be maintained at a height of 3'. 11. Landscaping- shall not be located within 3 feet of any fire hydrant or fire department connection. Q PLANE 0 416 2-3' MULCH nNISH GRADE BALL OF EARTH AND V yj I IM -2 PLANTING MIXTURE ,EARTH SAUCER L-ANDSCAPE PLA -N RAM0YS77EVE1VSC)P4, ASLA 1 12.15.001 REWSED FOR HARDSWE REWSIONS NO. I DA 7E REW90NS NV DA 7E TOWNE REALTY 10-18-00 ARTESIA SCALE CAPE CANAVERAL, FLORIDA LANDSCAPE PLAN NO. ALLEN ENGINEERING, INC* Owl" MCANEERS - SURVEYORS DRA WN P.O. BOX 321321 COCOA BEACH, FLORIDA 32932-1321 TELEE�PMHONL- �(321)7�8&3­744�3FAX- (3�21)718131,�-5W2�E—MAIL-�onano�n~�(all.not�R.S. 37KID S:�TNOT � P-811 N I 27lb-777 AV 11F.7 -,W_TTM= r,7777, r7r,11-:11"ZI-77-7 __ �_E W;77 -7-11 .77W T. 7:171T7, 0 416 2-3' MULCH nNISH GRADE BALL OF EARTH AND V yj I IM -2 PLANTING MIXTURE ,EARTH SAUCER L-ANDSCAPE PLA -N RAM0YS77EVE1VSC)P4, ASLA 1 12.15.001 REWSED FOR HARDSWE REWSIONS NO. I DA 7E REW90NS NV DA 7E TOWNE REALTY 10-18-00 ARTESIA SCALE CAPE CANAVERAL, FLORIDA LANDSCAPE PLAN NO. ALLEN ENGINEERING, INC* Owl" MCANEERS - SURVEYORS DRA WN P.O. BOX 321321 COCOA BEACH, FLORIDA 32932-1321 TELEE�PMHONL- �(321)7�8&3­744�3FAX- (3�21)718131,�-5W2�E—MAIL-�onano�n~�(all.not�R.S. 37KID S:�TNOT � P-811 LLI M CL cc cn ED LLJ CD n CD cu CD C- C3 - 10 i 131 :9 10 U'l CD (Z) LLJ rr CL C-) -:x Ef) cu U) LL- C- C- CL-