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HomeMy WebLinkAboutBeach Wave Complex 07-27-2012CITY OF CAPE CANAVERAL PUBLIC WORKS SERVICES DEPARTMENT 1 I Solana on the River 8-8-02 1 25 2 Villa Campania (Holman) Revised 11-4-05 12 3 Villages of Seaport (Village #7 -Revised 11-5-02 10 4 Tech Vest, Inc. 1-2-03 5 5 Center Street Condominium 8-8-02 23 6 Costal Del Sal Condominium 6-28-04 3 7 Cape Gardens (Phase 1 & 2) 3-3-00 9 8 Budget Rent A Car Corp. Revised 6-10-99 6 9 Artesia Condominium 10-18-00 10 10 Murphy Townhomes 6-15-00 3 11 Kelsey's 3-28-91 8 12 Flores Del Mar 1-20-00 9 13 Fairvilla Megastore 10-6-06 9 14 TransMontaigne, Inc 4-28-06 11 15 Country Inn & Suites 2-2-04 6 16 Hertz 10-17-06 11 17 Call One Inc. (400 Imperial Blvd) 1-2-06 14 18 Cape Caribe 4-1-08 28 19 Cape Club Condominuim 1.28-02 11 20 Beach Wave Complex 7-27-12 16 21 Brittany Court 8-1-04 2 BEACHWAVE COMPLEX OWNER EXTREME FUN LLC, SERVICES ASSOCIATION 185 COCOA BEACH CAUSEWAY COCOA BEACH, FLORIDA 32931 GENERAL STATEMENT EXISTING SITE IS COMPOSED OF GO-KART TRACK & MINIATURE GOLF COURSE WITH SUPPORTING BUILDINGS, PARKING, LANDSCAPING AND STORMWATER RETENTION. A NEW SINGLE STORY 16,800 SF BUILDING IS PROPOSED IN THE CURRENT LOCATION OF THE GO-KART TRACK. THE EXISTING MINIATURE GOLF COURSE IS TO REMAIN. A NEW DRY STORMWATER POND IS PROPOSED AROUND THE EXISTING POND. IN ADDITION TO THE PROPOSED 16,800 SF RETAIL BUILDING, PARKING, SIDEWALKS, LANDSCAPING AND DRAINAGE ARE ALSO PROPOSED. FIRST FLOOR AREA = 16,800 SF SITE DATA ZONING: C-1 TAX ACCOUNT #: 2441264 MAXIMUM BUILDING HEIGHT: 45 FT. CONSTRUCTION TYPE: III -B SPRINKLED OCCUPANCY GROUP "M" MERCANTILE MAXIMUM AREA 12,500 X 3 = 37,500 SF > 16,800 SF BUILDING SETBACKS REQUIRED PROPOSED FRONT: 25 FT 81 FT REAR: 10 FT 294 FT NORTH SIDE: 0 FT 35 FT SOUTH SIDE: 25 FT 263 FT AREA TABULATION NEW IMPERVIOUS AREA PROPOSED BUILDING 16,800 SF = .38 ACRES 07.6 % NEW PAVEMENT & SIDEWALKS 28,084 SF .65 ACRES 13.0 % TOTAL NEW IMPERVIOUS AREA 44,884 SF = 1.03 ACRES 20.6 % TOTAL SITE AREA 217,800 SF = 5 ACRES 100 % PARKING CALCULATIONS REQUIRED PARKING: 16,800 SF. X 1 SPACE / 300 SF =56 SPACES REQUIRED PROVIDED PARKING: 96 REGULAR SPACES 4 HANDICAP SPACES 100 TOTAL SPACES PROVIDED 8801 ASTRONAUT BLVD. CAPE CANAVERAL, FLORIDA ENGINEER MAI DESIGN BUILD, INC. 2200 FRONT STREET, SUITE 300 MELBOURNE, FLORIDA 32901 TEL (321) 757-3034 FAX (321) 757--3088 FLOOD ZONE &FEMA INFORMATION FLOOD ZONE ZONE X ( OUTSIDE 500 YR. FLOOD PLAIN) FEMA FIRM MAP # 12009C0313 E PANEL NUMBERS PANEL 313 COMMUNITY CIN OF CAPE CANAVERAL, FLA. DATE OF MAP APRIL 3, 1989 UTILITY COMPANIES ELECTRIC POWER: FLORIDA POWER AND LIGHT CO. 270 PIONEER ROAD MERRITT ISLAND, FLORIDA (321) 455-6136 TELEPHONE SERVICE: BELL SOUTH P.O. BOX 1270 COCOA, FLORIDA (321) 455-7121 POTABLE WATER: CITY OF COCOA UTILITIES 603 BREVARD AVE. COCOA, FLA. 321-4338400 TV CABLE: BRIGHTHOUSE NETWORKS 720 MAGNOLIA AVE. MELBOURNE, FLORIDA (321) 254-3326 SANITARY SEWER: CITY OF CAPE CANAVERAL PUBLIC WORKS 601 THURM BLVD. CAPE CANAVERAL, FLA 32920 321-868-1240 DIRECTIONS TO SITE PROCEED ON U.S. HWY. 528 HEADING EAST PROCEED SOUTH ON ASTRONAUT BLVD. TURN RIGHT ON CENTRAL BLVD. TURN RIGHT ONTO PROPERTY r� 4)Q SR 401 _4 ---: s-� FIF Geo J King Blvd SITE Central Blvd F �Tice- T �- __--_- =C m - ec = CD it Merritt Is Cswy Cocoa EM Cs - CD 0 CYJ _ Rd IT LOCATION MAP N.1.�;. SURVEYOR ERIC N I ELSON LAND SURVEYORS, INC. 12 STONE ST. COCOA, FLORIDA 32922 TEL (321) 631-5654 REQUIRED NOTES 1) SIDEWALKS AND SANITARY SEWERS TO BE CONSTRUCTED TO THE ID CITY OF CAPE CANAVERAL STANDARDS. 2) WATER LINES TO CONFORM TO CITY OF COCOA STANDARDS. 3) FIRE ALARM SYSTEM TO BE INSTALLED AND CONNECTED TO THE 3 CITY OF CAPE CANAVERAL FIRE DEPARTMENT STANDARDS. t ,... _,. DRAWING INDEX __ N N ID SHEET TITLE SHEET CS COVER SHEET 1 C-1 EXISTING CONDITIONS &DEMO PLAN 2 C-2 SITE LAYOUT PLAN 3 C-3 SITE UTILITIES PLAN 4 C-4 SITE DRAINAGE PLAN 5 C-5 SITE LANDSCAPE PLAN 6 C-6 SITE DETAILS 7 C -6A POTABLE WATER DETAILS 8 C-613 CITY OF COCOA TECHNICAL SPECS 9 C-7 SITE SECTION/ FDOT DETAIL 10 C-8 FDOT DRIVEWAY LOCATION PLAN/ MOT 11 C-9 FDOT INDEXES 12 C-10 SITE LIGHTING PLAN 13 A-100 ARCHITECTURAL FLOOR PLANS 14 CSW STORMWATER POLLUTION PREVENTION PLAN 15 t ,... _,. N J., __ N N ._ N N N N ..,, .. z� `w rnQ 00 W 12 i a o L r~ � E N CV N C� . a Q w 4 W-._ Ln L N p= gyWz Q oma ca a- LLf CJ Lu� N w{ 0 9 W o in Z LL Ipt IQ N M p LU z� `w rnQ 00 12 i a o L r~ M00--+ CV N C� . a cn 4 W-._ Ln L N p= gyWz Q oma ca a- LLf H wl w 0 u a DESIGN BUILD web: maidesignbuild.com I email: info@a maidesignbuild.com Date: 09-13-2011 ! Sheet Scale: A5 SHWN Drawn: SSC � Checked: DTM Approved: DTM of 15 Proj #: 2011-005 '' I 5 Post Options: Woods" MA. 0 � I Optionol Post Positions--� �?�� Principle Post Position Wood 2" x 4" t -+�' r..�-- (Canted 20' Toward Flow) Oak 1 4"x 1 4" Filter Fabric (In I Y N 's N Steel 1.33 Lbs/Ft. Min 6' Max, Conformance With YI Sec. 085 FDOT Spec.) >1 N c; N Filler Fabric s dIl II I j Silt -Flow I I I It 11 N r -LY------------� U Silt Flow -� SECTION ELEVATION a Note: Silt Fence to be paid for under the contract unit price for Staked Silt Fence (LF). '• j TYPE --- SILT FENCE zi Note: Spacing for Type tivv Fence to be in ao .-dance with Chart Sheet 1 of 3 and ditch ins tallatlone at drainage structures Sheet 2 of 3. Type ^--- Silt Fence \ F t 1"'A Type titer. Silt Fence Protection CON57RUCT S/LT Around 011ch Bottom Inleta. FENCE AS SHOWN. i Type --- Silt Fence Do not deploy in a manner that sill fences will act as a dom across permanent flowing watercourses. Silt fences are to be used at upland locations and turbidity barriers used at permanent bodies of water. �. EROSION CONTROL DETAILS III T f EROSION AND SEDIMENTATION CONTROL NOTES: 1. THE LAND -DISTURBING ACTIVITY SHALL CONFORM TO EXISTING TOPOGRAPHY AND SOIL TYPE SO AS TO CREATE THE LOWEST PRACTICAL EROSION POTENTIAL 2. LAND -DISTURBING ACTIVITIES SHALL BE CONDUCTED IN A MANNER MINIMIZING EROSION. 3. THE DISTURBED AREA AND THE DURATION OF EXPOSURE TO EROSIVE ELEMENTS SHALL BE KEPT TO A PRACTICABLE MINIMUM. 4. EROSION CONTROL MUST BE STRICTLY MAINTAINED DURING CUT AND FILL OPERATIONS. 5. DISTURBED SOIL SHALL BE STABILIZED AS QUICKLY AS PRACTICABLE.. 6. WHENEVER FEASIBLE, NATURAL VEGETATION SHALL BE RETAINED, PROTECTED AND SUPPLEMENTED. 7. TEMPORARY VEGETATION OR MULCHING SHALL BE EMPLOYED TO PROTECT EXPOSED CRITICAL AREAS DURING DEVELOPMENT. 8. PERMANENT VEGETATION AND STRUCTURAL EROSION CONTROL MEASURES SHALL BE INSTALLED AS SOON AS PRACTICABLE, 9. TO THE EXTENT NECESSARY, SEDIMENT IN RUNOFF WATER MUST BE TRAPPED BY THE USE OF DEBRIS BASINS, SEDIMENT BASINS, SILT TRAPS OR SIMILAR MEASURES UNTIL THE DISTURBED AREA IS STABILIZED. 10. CUTS AND FILLS MUST BE ED IN SUCH A MANNER THAT EROSIEROSIONAND RUNOFF CONSTRUCTED R T FROM THE SITE DOES NOT ENDANGER ADJOINING PROPERTY. 11. FILLS MAY NOT ENCROACH UPON NATURAL WATERCOURSES OR CONSTRUCTED CHANNELS IN A MANNER SO AS TO ADVERSELY AFFECT OTHER PROPERTY OWNERS WITHOUT ADEQUATE PROVISIONS FOR THE EQUIVALENT ALTERNATE SYSTEM WITH A POSITIVE OUTFALL. SURVEYORS NOTES: 1. This property is located in Flood Zone(s) X. The Residence is lying in Flood Zone(s) X, Map No. 12009CO313E, Panel No. 313, Suffix E, Community No. 125094, Effective Date, April 3, 1989. 2. The bearings shown are based on an Assumed North Meridian, Being S 62e 37' 48" W along the North R/W line of Central Blvd. W. 3. The Surveyor has not abstracted the property. Only Platted or furnished .1� easements or encumbrances that may restrict the property are shown. 4. Underground improvements are not located unless requested. 5. Elevations shown hereon based on NAVD 88. Originating FND. 5/8" I.R.G. 1 Benchmark is B.C.S.M. B.M. P.I.D. E7AO9 BUSSEN ENG. LEGEND & ABBREVIATIONS: Q = Set 5/8" iron rod with plastic cap L = Set nail with metal disc ❑ = Set concrete monument with disc --�- = 4' C.L.F. = Center Line ---��-- = 6' W. F. XXX = Existing Elevations ------------y = OHPL (XXX) = Proposed Elevations (B.M.)=Benchmcirk,(CO�1C.)=Concrete,(C\L)=Centerline,(C.B.)=Concrete Block (C.B.S_)=Concrete Block Structure, (C.&,S)=Covered and Screened, (C.M.)=Concrete MOnument,(C.M.P.)=Corrigated Metal Pipe,(C.L.F.) =Chain Link Fence (D)=Deed,(E.M.)=Electric Meter, (F.F.E.)=Finished Floor Elevation,(Fnd.)=Found, (F.P.R.)=Fixed Point of Reference, (IRC)=Iron Rod with Cap,(I.P.)=Iron Pipe (G.M.)=Gas Meter, (L.B.)=Licensed Business, (LS.)=Licensed Surveyor,(M)=Measured (M.E.S•)=Mitered End Section, (N&D)=Nail & Disc, (O,R.B.)=Official Records Book, (OHPL)-Over Head Power Line,(P.C.P.)=Permanent Control Point, (P) Plat (P.O.B.)=Point of Beginning,(RO.C,)=Point of Commencement (P.R.M.)=Permanant Reference Monument,(P.U.& D.E.)=Public Utility & Drainage Easement, (RNG.)=Range,(R.C.P.)=Reinforced Conc. Pipe,(R\W)=Right of Way, (SEC.)=Section (TWP.)=Township,(WUP)=Wood Utility Pole, (W.F.S.)=Wood Frame Structure,(W.M.)=Water Meter DEMOLITION NOTES CONTRACTOR TO WALK THE SITE W/ ARCHITECT AND OWNER PRIOR TO ANY DEMOLITION BEING STARTED. CONTRACTOR TO REMOVE THE FOLLOWING: 1. ALL BUILDINGS 2. ALL UTILITIES TO BUILDING AND CONNECTED TO BUILDING. 3. ALL PAVEMENT AND CONCRETE WITHIN DEMOLITION AREA. 4• ALL FENCES, SIGNS, LIGHT POLES & CONDUIT, DRAINAGE PIPES, (UNLESS NOTED OTHERWISE) SIDEWALKS, TREES, BOLLARDS, TIRES. 5, CAP ALL EXISTING UNDERGROUND UTILITIES. 6• CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS, MATERIALS AND SIZES OF ALL EXISTING UTILITIES AND DRAINAGE STRUCTURES PRIOR TO CONSTRUCTION. 7. CONTRACTOR SHALL COORDINATE ALL UTILITY RELOCATION WITH CORRESPONDING AUTHORITY. 8. EXISTING UTILITIES SHALL REMAIN UNDISTURBED UNLESS NOTED OTHERWISE. DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. 9. EXISTING UTILITY SERVICES (FPL, BELL SOUTH, ETC.) TO EXISTING STRUCTURES BEING REMOVED SHALL BE ABANDONED OR REMOVED BY RESPECTIVE UTILITY COMPANY AT THE EXPENSE OF THE OWNER. 10, ALL DEMOLISHED MATERIALS IALS SHALL BE REMOVED FROM SITE AND DUMPED IN ACCORDANCE WITH LOCAL AND STATE REGULATIONS. 11. EXISTING ASPHALT, CONCRETE PAVEMENT, CURBING, SIGNS, AND DRAINAGE STRUCTURES SHALL BE DEMOLISHED/REMOVED AS INDICATED. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF ANY EXISTING PAVEMENT, PRIVATE PROPERTY, SIDEWALKS, CURBING, UTILITIES AND DRAINAGE SYSTEMS DAMAGED ni miNr. rnNfiTRi ICTION- ALL DAMAGED AREAS TO BE RESTORED TO ORIGINAL CONDITION PROTECTION OF AND REMOVAL OF ANY TREES SHALL COMPLY WITH CITY 0 CAPE CANAVERAL CODE OF ORDINANCES. TAX PARCEL 25 r10 1' �f C,• Gpa � Qp �O 41�0� ,r 4 CONC _, N N N 's N N o N N c; N \\ I i \ \ a �'I_ zi \ F t CON57RUCT S/LT FENCE AS SHOWN. INSTALL SILT FENCE PER FDOT INDEX 102 �. z • „! c,Sj ENTRANCE STOP SIGN y\ OHO S FND. 1/2" I.R.C. NO ID. 7.50' WEST U WITNESS POINT PQ!\� ON LOT LINE 6U0 SDI \ \ �F e PHONE BOOTH 4 L s 60 � WLP t�t`\� 6 e�9t \ (a Q ASPHALT DRIVEWAY 4�1 \ fid \ `♦ FIRE ENTRANCE 0ti L GIRAFFE \t` Cly y \ \ ♦ `� HYDRANT TAX PARCEL 826 - �• 14� p`frltT /� %, `'`\` \u \\'' \ \ r /' k SD�� `J �• , � \ .p �F \ \ .jy'�p �. STOP IGN - w Im _, N N N 's N N o N N c; N I i zi t Q z I VII o � � I i w _J iii W r © a u L� S 1i r N M !� t -__z .� ' �''' � -__ .b2, \ \`i s` SOF ',�f,� \ \ ♦ � / �% '�j �, d ♦q[,� \ Itz ASPHALT 5 p1' ; ' �' \ \ 1 \\ 1 i ♦ \ \\ ' / DRIVEWAY �p /'�� tr�,� //'` '\ \ 1G `\ { 1 �, \ \ \ \ ♦ ENTRANCE WLP j� - e- S4p4<' f � i � // ;/g•1 �'' `tip` \� g•�1 �; <�i`+G*. ♦/ ♦♦♦ / p1ti• � `•L _ i r I ii.�.`'`:t'o: , 4 , 5 .? `. t` \\ \ '\ \ �'`tee �'. �\\ '� \ \\ \ \ ♦\'♦ �\ \\ \� CONRACTOR SHALL SAW olv; TRAXX SIGN CUT & REMOVE EXISTING � II�> PARD SHOULDER INCLUDING.,X WHITE EDGE UNEDO NOT DISTURB MILINETOP OF BNK----ii UNDER WHITE BANE III <` 60o � I INV. -5.34' i c U•ti t \ . � � s \ ♦ W ^ '^ 1491` LP WOOD POST OW) 1.19 14 c ^ { t E b --� --__ -_--- \ '`•� \ \\ ' \ v5 7 / i' GQ a` y^ by I 14 RCP INV. \ a`a a`\ \ \ ' INV. -5.33` .. a I �-P`i I t \ \ \ h t I 1 ,^ ^ 1 t 4.96' \ \\ \\ ♦ cy \ \ ♦ \ F 14 \� '\\ \� .� 9 \ \ \\'♦ v� � f /' /`� ' 1 1 •^ iw '' t a to \ \ � � � \ \ ♦ b � \\ ,y A , `\\ ,O`er Gj%i \ `t � �� 4 �� C � ` a_-__��_ � `\ 1 ` \ \\ '\� \ \ ♦ ''� «A pG oYF •� /\ f/,fUg �'t4,� 4- CONCRETESSM > > -INV.= 4.79' % Top 7.47 1 4f C4`\n _____---- � �\\ \\ \\ \\ '\ ♦\ ♦'��\ 1 ♦ \OOG�'i \O<J\ - <0.W INVII 3.50' wip �l�Ff F� stn/1% ..... ......, .. ..... .. .... _ .. .... ....... .. _..... 11Ilk1!\\ WOOD CANOPY /,," -- _~ 1-1 r y 11 ~'�Y•`C'�'i'ti. F `'`�4' `\� `\\ \ \\ \ i � \\ 09P O (1'2 C I -`` {� G,y ♦ `\`. \'I ti\1p' \\ \- c \ 2. ;ti5tr` 7J, ', " 1 1 \ �.•. ///l 'i L INY.=Y4.61 •` M v \\ `�.'•� \ \` \ \ vr• \ t{` RSO S�.�n CONCRETE f / '` { 1 CONCRETE `\ ``: `' \ '\ \\ 09 \ \ O UJI ft is jo 11,4 /`:`F,�F� \`F'n`'` �' I \ ��\F)F� `a'\ t 12 ♦ \\ J,'S, ` / I ILLI Q ;� •2J Zo7•..,� 6_?.• $Q /'/ 1 1{ /``f ___� �.` \\ a \\ t \\ 001r - I ICP 2,7. , 1 11 _! C -- , ` �,L\a `' i1 1 s 1 ♦ \ \ / E 1 `C� rr,, , '%• ti's-` i ` ,fy1/� p'1 4Q ,i`/�11 /�G/Q``f~ 5WATER; ``.'` ca`6U ` �/�r,�`QQFFy'•/,/ ,' ;\7fv`7, �,� ,.' f"i ei. UF>�« 1 , 0/� f ` tr11 i L 1{ `\ ti \ `t WL'P a&C)Ij F 10rf ` A`\ ----`_-- WLP - 1 1 1 .f \ \ /' 4.65'4'` C`��{`6 CONC J a~``a 1;1� 1 a`1 \\```j tt �t I I \�S<O ELEG. '\\ / INV.' ~~ � .•• r 1, / CULVERT / 1 ^ A BOX \ \� / ',\ \\ / r6 i \ /' � � cl, i ` .' �S,A `t f � ,INV. F„b j 1 �`a t �f t \ i -I i. ;� : ____ ;-1--•, \ \ h � - ' \ \ i ' 1 ; '` 64.13 * 4 97 t ✓ a \ 15Q OA '. t v �t v l j1 t?. f to `.� INV. / ' \ / \ INY.=5,76' I t \ 1 f l • `. 60' \` 9 9 \\ !y <\\ I �/� t, '1 t �%' i ` WUP `�i ,\ e' / 1 `"ti`s `T!r 6�4' ~�' ---- ,i 1 `\ �1�G' `t \\ I I . 12 `\ <n �� J' \ ti� G \ T V! 1 d p b OQ BRIDGE r d r,,µ. \ x \ rn 1 1 , / "-'r 'jCC' ot`��` ° ' f f p$� t ` / '16? , , m \ cc` / i }� O C'7 OC? iP N O \\ <2 \ c+i (0 Lij cl C3 C? 1 I � /,� i ' `\ fY i ` •�0?; G,F4 1 / ,� : 'i n l p� I Q.y/, /' ,.'`f SDI '•4 I /` ``!� / -__� '4 FLOOD LIGHT _ �'_ __ ��' ih,'� 'v,i/ \`\ 1``\ �� \\ cc\ * +� Q C!) L0 Lid INV.=4.84`, / t F,a i I SDI t s `t �\ \\ " f \ \ �..> ! 1- f \ �• mmmz;,.am+acC r- mae.3$d _ /` I' ` \ \ RETENTION POND I It '� '`~ ac) r 1 { . /, . '1 � t \ 57V \ L TOP WATER= 5,00' 8-7-2011 II 1 ' �' ` .' r { 0R♦ G� �,• %� �Fo i ; / 5� \I \ \ W {�} LL r , - I i ' / �t. o• 1 I / . / a 6• ��" �\ Ctrl CV TOP WATER 12-12-2011 r,'l1 I 1 ��, ,' �c� / > 11 )i I. b- 4.18'` C'� co II p\ i w' i G i \ '1•.. "' I 11 CJ%i ' CA ,' ` 1 •.\ 1 �> FLJO OLEO ... '-IW t` t OOD LIGHT \ / \ \ 04 i "�i 6 L ___e i tS• \1 ,/ \` \j \ j i ,. j ' f / t) INV.y \ 1 \ Ot� \ \ QrrW 11 +� ` �' j✓f ` / W `\ att h�`t �`�` �`� L r. \l i 1 J� U 4.80't I w �.\ '(J� y o, \ \ , Q LL ILL-, /, ' erN' ,/ // `\ 0� <' 1 `L________ ___________ 1 ;1101 ( I 1 12•' F 1.5\r\07 \\ J1 J0 C7 Q d1 0 INV.=4.73t-^ kt �\ ' i 1 1 / / I ° 10 �\ s \ O<� C,4 w \( t v < / tS : A v / 1 r r� , �' Q'`\ `''S ,- TAX PARCEL 817 �Q \. / ! x ` r 1 ° cv a Li I\ `. �• \^. 2 CONCRETE t 1 g. ',yy_Y�.�' , \ �- �. IT 1 �. ;----- �,, 4.98 ACRE +- I a`t �° _ �� \ '� J WOOD CANOPY i�9,•Sy 1 t to 1 O<i {�� �� /7 { I ' 1 i t `O WLP I . /. f I CONCRETE \ / t a \ / ' / / s ♦ It POND /, /e \ \ C n "� ONE STORY C. B.S. OCG/Z NO. CJ 4 V 1 / r \ a 1 t CONCRETE / TOP OF BANK\ <9\ \ \\ \BLOCK -3,1 / F.F.E. - 6 86 / t f`` 4 , t 7, . i I \ \ �\ \ \ CONC , i _ d ` \ / _ t O \`:\ t`\ '', SHED I' f�`p `a ,�f; ,: r - : • ''_`` - y--- , LU \\ t \ 0 i '\ /'` `\ ✓ t`rl j 5.7� g t t * 1rM� °WALE U / / o .\ FND. 5/8" I.R.C. 1 0 "GM� TOP OF BANK 0 '� ; TO O� 1 �\ NO 1D: \ \ \ CONCRETE --..- \ P U a 6 �F ,/'\ 4✓ ��� \ �fh��� ms's ti.�JLq:L .OF Cj �9� +aa y� \ O 4 h i ^IX� \ 1G3'i Cp ,/• 14 r BALL BOX \ REd4QVE EXISTING /'*yI1Q� A 1z" 12'�Qy \ 1'y. \Opp �\\ q G \ 1 pQ \ TWO STORY \ � ' • 1JC. B. S'.\\\ \ /a\ \ ' /ice\\ <�/ �y'73 qF' \ �`. t *♦ U i �'� �/ 11 ' ' \ `\ \ BOX \ \ s RADIUS = 25.00'V'\ �. t�'.coq �u i w ``its'\` \ WELLc� ' p \ /'` /i/ /' '+.�INV.>=� n <� sJ.y + \ \\` \\,` ,/♦ ]R 6,• 'i ?` 5h FALLS DELTA = 100' OO' a `��\�Of 1 l W 0 M� LENGTH = 43.63' 1 t \. � >t\ \.a\ s o� E M'`` �' . ,i ,K< ; � . \ ,\ g� �'• `\ ''. � 1Iqty,. $° � 4 10 ,JA POND 1 1 WOOD PLANTERS / \\, I o G 2, ,�• ' 1• GU \ i AIC �t \ \ /' j'' * ,i' 00 +, l'\ �`. \2� � `+•`ry�,p- - -�-" �/Y 1s h W 1y Q, L C 1C - WIR '_ PED ,1%X.,IN '`�16'' 1U• 15. '/ SIGNS PO I O �//12" ,'d 2\ 5, h jl % �, b• ;}�a 1•L'�C> U. IRE Cf ' 1 -� `\ I O h -: \ \ a 5 t \\ " \2afi+' a,� �/ J; ! * `}` O•� I • r ' o• q' F WUP " TWIN 12" UMP - HOUSE 'WLP t�\/ @>y t }' its _ ,/ l it k. k: �..� \ �1'..' 4 �,i"a 17�.� 3 ` WOOD E 1 / / / ! / ,p,\ \L� ♦ f "t a / 1. 3 c0 cJ f- F, TS BOX p y t FRAME \ /s o, / t\ 6 ? 6• ql k: 14 std WLP $„ 6 �G 00 FND. IL2^'IRG \ \ C t f 4.Q$ J ,/ a y ti i FLOOD [ V SHED \ \' iI t ,/� 1�/` J %l i' Oil, re _ 13 1eJ 11 �y 11�'( WLP /4.' lY �' /j * ,/ 'jl d.la SIGN 1 v } Ci' 9, . / 12 1 • \ c 24 y 11•' QO U• i W \ CONC HEADWALL.`�c{t (� �,' 1 ♦ 1\- �-_�._�-- s. tt \ \ 1 a\ 0Q1 at\� + \ S F I LFG S �G 5 P 1 �y� I1 �` f�� / `. : ` q 1\ bl = i E �4? 1�� o I W �- \ WUP y� {fi ( Y 1 �/ \'1�\\C \i ',' / �♦ s o \ I ( \ �=-31 �� t \a` \ /?} / ♦ 90 1' y ` W.F. GAZEDO� 9? / t\F� i y. GQ W 12" t>� �� FALLS s „� WLP b GUY WLP \ `, '\ �w:1 ♦ �st� �s a - ,_ `06 <` \�Uo b� - Q IU ��� IFS WUR PUERTO DEL RIO PHASE 3A \\ a a 11 at 9 h ySy \\ t\ t t 1 \ ' ______ L WLP O,R.B. 5619, PG. 6509 \� \at \\t SII i POND TOE OF SLOPE �' -i" SSMH CONCRETE l c,h h� ZACHARYS 1 ti R �.\ \ \ 11 ♦ -- � 'a,. etc - � o� e r3 GRATE \\ \ \ ;il 12 GRATE % / 3� 14 ELECTRICAL BOX INV,=~�` ' ~` rt 6 �� FND. N & D i� ' i ?� f} ASPHALT c>` ' ".�" ��}1 _?rY` `,A•.2$' °'\�` ` _% ,G. NO D. 1.50' EAST -'l % tV `f �JRe DRIVEWAY ENTRANCE WITNESS POINT ' �1 , < �Y J CTR \ t\ t \N. \t^ 1 \ 1 /`• RADIL*- 561.05' ` YO % CO DELTA 4 57' 08" 1 / f 4yy0 ( 1 V Y d� 4_ `a LENGTH+46.42' WUP � ``.�SGRATE♦ �_ o . .. f r EXISTING BUILDINGS TO BE REUSE w/nl ." SDI REMOVED - 1,580 . .. EXISTING IMPERVIOUS TO BE 1 z I SDI TOP 7.26' 0.5'X2' WEIR EL.=6.20' /�/J. \ i �tNE 4" PVC INV. EL.=4.86' t' ,-/ P i��R // REMOVED = 49,489 SF. DESIGN BUILD 15" R.C.P. EL.=3.58' ,✓.t,/ ✓\G G c. PN 1► QQ. FND. 5/8' I.R.C. k1 i - yFi DIETHORN j y CUP SPEED LIMIT ,- - Vs1cN _� i wpb: maidesignbuild.com email: info@maidesignbuild.com ' -1`-CATV BOX / Date: 04-13 2011 Sheet EXISTING CONDITIONS -DEMOLITION PLAN 1" = 30' ale: AS SHWN I a QN i. C1. 1 8Drawn: WAA 10 7.s 15' 30' 60' ! Checked: DTM I �S SSMH � El, M. No.l °Approved: DTM' N RIM ELEY. 15 1" = 30' ' Proj #: 2011-005 ; of <2" 1.6" MIN, to 2.4 " MAX U - 0000po TOP W/DTH 000000 (5o�ro65 ° 000 00 © OF BASE DIA.) 000c/ DME TRUNCATEDn?..) VOEASE �- � N H -t - 4 0.9 " MIN TO BASE' to 5 " MIN.) 1.4 " MAX PLAN VIEW TRUNCATED DOME NOTES: 1. CURB RAMP DETECTABLE SURFACE SHALL EXTEND THE FULL WIDTH OF THE RAMP & IN THE DIRECTION OF TRAVEL AND 24" FROM THE BACK OF CURB. DETECTABLE WARNING SURFACE SHALL BE CONSTRUCTED BY 'TEXTURING A TRUNCATED DOME PATTERN PER ADA ACCESSIBILITY GUIDELINES SECT. 4.29.2 (SEE DETAIL ABOVE). TRANSITION SLOPES SHALL NOT HAVE DETECTABLE WARNINGS. 2. DETECTABLE WARNING SURFACES SHALL BE COLORED (BRICK RED) WITH AN IRON OXIDE PIGMENT MEETING THE REQUIREMENTS OF FDOT STANDARD SPECIFICATIONS SECTION 927, LATEST EDITION. J. THE ACCEPTANCE CRITERIA FOR DETECTABLE WARNINGS ARE AS FOLLOWS: -THE RAMP DETECTABLE WARNING SURFACE SHALL BE COMPLETE AND UNIFORM IN COLOR AND TEXTURE. -90% OF THE INDIVIDUAL DOMES MUST COMPLY WITH THE DESIGN CRITERIA. -THERE MAY BE NO MORE THAN 4 NON -COMPLYING DOMES IN ANY ONE SQUARE FOOT OF SURFACE. -NO TWO ADJACENT DOMES MAY BE NON-COMPLIANT. -SURFACE MAY NOT DEVIATE MORE THAN 01' FROM A TRUE PLANE, 4. SEE FDOT STANDARD INDEX 304, LATEST EDITION, FOR MORE DETAILS. TRUNCATED DOME DETAIL N.T.S. (2) 8' x 6" DIA, CONC. FILLED GALV. PIPES 4' ABOVE GRADE, PAINT YELLOW. (TYP) 6' H. CMU BLOCK WALL W/ #5 VERT. REIN AT 32" O.C. STUCCO & PAINT 16"X16" MONOLITHIC REINFORCED CONC. FOOTING W/2#5 CONT. 25' CLEAR ZONE MEASURED FROM REAR OF THE PAD DUMPSTER ENCLOSURE DETAIL N.T.S. A A PLAN VIEW 2" MIN. 3" MAX. 5„ t �� . b. n t> D °p ° ° ' ° h ° �. LEGEND & ABBREVIATIONS: 0 -= Set 5/8" iron rod with plastic cap Set nail with metal disc ❑ = Set concrete monument with disc = 4' C.L.F. = Center Line o = 6' w. F. XXX = Existing Elevations OHPL (XXX) = Proposed Elevations (B.M.)=Benchmark,(CONC.)=Concrete,(C\L)=Centerline,(C.B.)=Concrete Block (C.B.S.)=Concrete Block Structure,(C.&.S)=Covered and Screened, (C.M.)=Concrete Monument,(C.M.P.)=Corrigated Metal Pipe,(C.L.F.)=Chain Link Fence (D)=Deed,(E.M.)=Electric Meter,(F.F.E.)=Finished Floor Elevation,(Fnd.)=Found, (F.P.R.)=Fixed Point of Reference, (IRC)=Iron Rod with Cap,(I.P.)--Iron Pipe (G.M.)=Gas Meter,(L.B.)=Licensed Business,(L.S.)=Licensed Surveyor,(M)=Measured (M.E.S.)=Mitered End Section,(N&D)=Nail & Disc,(O.R.B.)=Official Records Book, (OHPL)=Over Head Power Line, (P.C.P.)=Permanent Control Point, (P)=Plat �P.0.8. =Point of Beginning,(P.O.C.)=Point of Commencement P.R.M.)=Permanant Reference Monument,(P.U.& D.E.)=Public Utility & Drainage Easement, (RNG.)=Range,(R.C.P.)=Reinforced Cana Pipe,(R\W)=Right of Way,(SEC.)=Section (TWP.)=Township,(WUP)=Wood Utility Pole,(W.F.S.)=Wood Frame Structure,(W.M.)=Water Meter END. 5/8" 1.1 BUSSEN ENG. GENERAL NOTES= 1. PRINTED DIMENSIONS ON THESE PLANS HAVE PRECEDENCE OVER SCALED DIMENSIONS, DO NOT SCALE DRAWINGS. 2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL TRADE DURING CONSTRUCTION. THE DESIGN FIRM SHALL NOT BE HELD RESPONSIBLE FOR WORK, NOT IN ACCORDANCE WITH THESE DOCUMENTS OR UNSATISFACTORY WORK BY THE CONTRACTOR, IN THE EVENT THAT A PROBLEM OR A QUESTION DOES ARISE FROM THESE DOCUMENTS THE DESIGN FIRM SHOULD BE CONTACTED TO MAKE ADJUSTMENTS OR CLARIFICATION IF NEEDED, PRIOR TO COMMENCEMENT OF WORK. 3• THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE LATEST REVISED AND APPROVED DOCUMENTS FROM THE DESIGN FIRM AND ANY QUESTIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE DESIGN GROUPS ATTENTION PRIOR TO THE COMMENCEMENT OF WORK. 4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CHECKING DIMENSIONS AND SITED CONDITIONS AND REPORT ANY DISCREPANCIES TO THE DESIGN FIRM PRIOR TO COMMENCEMENT OR CONTINUATION OF ONGOING CONSTRUCTION. 5. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET FORTH IN CODE OF ORDINANCES FOR THE CITY OF CAPE CANAVERAL. 6. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS BEFORE COMMENCING CONSTRUCTION, 7. THE CONTRACTOR WILL BE RESPONSIBLE TO PROTECT AND/OR REPLACE ANY DAMAGED SURVEY MONUMENTATION WITHIN PROJECT LIMITS USING A STATE OF FLORIDA LICENSED SURVEYOR. 8. SAW CUT AND REMOVE EXISTING PAVED SHOULDER INCLUDING WHITE EDGE LINE. DO NOT DISTURB MAINLINE BASE UNDER WHITE EDGE LINE. REPLACE WITH FULL DEPTH CONSTRUCTION. 9, STRIPING IN RIGHT-OF-WAY IS TO BE THERMOPLASTIC AND PER FDOT STANDARD INDEX 17346. 10. ALL CONSTRUCTION IN RIGHT-OF-WAY MUST BE PERFORMED ACCORDING TO THE APPLICABLE FDOT ROADWAY AND DRAINAGE DESIGN STANDARDS AND SPECIFICATIONS. 11. SOD ALL AREAS DISTURBED BY CONSTRUCTION IN THE FDOT RIGHT-OF-WAY WITH BERMUDA SOD ONLY. 12. REGARDLESS OF PRIVATE OR PUBLIC DEDICATIONS THERE WILL BE NO UTILITY CONNECTIONS, METER BOXES OR VALVE BOXES IN EXISTING OR PROPOSED SIDEWALKS OR DRIVEWAY AREAS. 13. THE SITE PLAN IS NOT REQUIRED TO SUBMIT A RISK MANAGEMENT PLAN (RMP). 14. THE CONTRACTOR IS TO BE RESPONSIBLE TO PROTECT AND/OR REPLACE ALL SURVEY MONUMENTATION WITHIN THE PROJECT LIMITS BY A LICENSED SURVEYOR IN THE STATE OF FLORIDA. 15. IF EXTERIOR SITE LIGHTING IS PROPOSED. SITE LIGHTING MUST CONFORM TO CODE OF ORDINANCES FOR THE CITY OF CAPE CANAVERAL AND THE ENGINEER OF RECORD SHALL CERTIFY THAT IT COMPLIES PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY OF A BUILDING PERMIT APPROVED BY THE CITY OF CAPE CANAVERAL. PLEASE DEMONSTRATE COMPLIANCE WITH THE LIGHTING CODE BY ATTACHING A SEALED CERTIFICATION STATEMENT FROM AN ELECTRICAL LIGHTING ENGINEER THAT THE PROPOSED LIGHTING FIXTURES ARE CONSISTENT WITH THE REQUIREMENTS AS STATED IN THE CODE OF ORDINANCES FOR THE CITY OF CAPE CANAVERAL. 16. CONTRACTOR SHALL SECURE FL DEPARTMENT OF ENVIRONMENTAL PROTECTION NOTICE OF INTENT TO USE GENERIC PERMIT FOR STORMWATER DISCHARGE A5 REQUIRED BY 62-621.300 (4) F.A.C. PRIOR TO ANY LAND DISTURBING ACTIVITY. 17. LAND DISTURBING ACTIVITIES SHALL CONFORM WITH THE REQUIERMENTS OF THE STORMWATER POLLUTION PREVENTION PLAN AS REQUIRED BY 62631.300 (4) F.A.C. SITE PLAN NOTES 1. ALL HANDICAP SPACES SHALL COMPLY WITH CITY OF CAPE CANAVERAL STANDARDS. 2, SEE DETAIL SHEET FOR TYPICAL PARKING LAYOUT. 3. SOD ALL SLOPES GREATER THAN 5:1 4. ALL DIMENSIONS ARE TO THE FACE OF CURB. 5. ALL ONSITE PAVEMENT MARKING SHALL BE REFLECTIVE PAINT AND SHALL MEET FDOT SPECIFICATIONS. 6. STOP BAR AND SPECIAL EMPHASIS CROSS WALK STRIPING AS WELL AS ALL PAVEMENT MARKINGS IN THE PUBLIC R/W SHALL BE THERMOPLASTIC AND SHALL MEET FDOT SPECIFICATIONS. 7, LANDSCAPING, OR ANY OTHER OBSTRUCTION SHALL NOT BE LOCATED WITHIN 7.5 FEET TO THE FRONT AND SIDES OR 4.5 FEET TO THE REAR OF ANY FIRE HYDRANT OR FDC. 8. WATER FOR FIRE FIGHTING PURPOSES SHALL BE INDICATED WITH A BLUE ROADWAY REFLECTOR PLACED ONE FOOT FRO4 OFF THE CENTER LINE OF THE ROAD FACING THE FIRE HYDRANT, THIS INCLUDES NEW AND EXISTING SOURCES. 9, WATER FOR FIRE FIGHTING PURPOSES SHALL BE AVAILABLE WHEN COMBUSTIBLES ARE BROUGHT ON SITE, 10. NEW FIRE HYDRANTS SHALL BE POSITIONED NOT MORE THAN 8 FEET NOR LESS THAN 6 FEET OFF THE EDGE OF PAVEMENT. THE CENTER LINE OF THE STEAMER CONNECTION (4-1/2") SHALL BE POSITIONED BETWEEN 18"-24" ABOVE FINISH GRADE (I.E. SODDED OR MULCHED). ALSO, ALL HYDRANTS SHALL BE READILY ACCESSABLE WITHOUT THE NEED TO TRAVERSE SWALES, DITCHES, ETC. 11. ACCESS SHALL BE PROVIDED BY UNOBSTRUCTED, 20 FOOT WIDE, ALL WEATHER DRIVING SURFACE CAPABLE OF SUPPORTING A 32 -TON EMERGENCY VEHICLE. THE DRIVING SURFACE SHALL BE MAINTAINED DURING ALL PHASES OF CONSTRUCTION. No. 4 BARS 18" LONG (TWO PER GUARD) SECTION *A" WHEEL STOP DETAIL N.T.S. TAX PARCEL 25 SSMH Top = 7.47' W INV.= 3.50' t9 PUERTO DEL RIO PHASE 3A O.R.B. 5619, PG. 6509 6" DIA. STEEL PIPE FILLED WITH 2,000 PSI CONCRETE PAINTED YELLOW 0 WEARING SURFACE AS SHOWN ON PLANS x 'a EXPANSION JOINT, 1/4" PREMOLDED ASPHALT STRIP SET 1/8" BELOW TOP MARK CONCRETE TO BE a 3,000 PSI COMP, STRENGTH AT 28 DAYS q V-6" DIA, BOLLARD DETAIL N.T.S. 4" MIN. 5" + a -d. 4 0: D ,,4 J.. fi-hl C L d 6" 'THICK' REINFORCED ° oa. CONCRETE PAD 4 O h- 8" MIN. 9" MAX. --I 4 . q G 16"X16" MONOLITHIC REINFORCED CONC. FOOTING W/2#5 CONT. 25' CLEAR ZONE MEASURED FROM REAR OF THE PAD DUMPSTER ENCLOSURE DETAIL N.T.S. A A PLAN VIEW 2" MIN. 3" MAX. 5„ t �� . b. n t> D °p ° ° ' ° h ° �. LEGEND & ABBREVIATIONS: 0 -= Set 5/8" iron rod with plastic cap Set nail with metal disc ❑ = Set concrete monument with disc = 4' C.L.F. = Center Line o = 6' w. F. XXX = Existing Elevations OHPL (XXX) = Proposed Elevations (B.M.)=Benchmark,(CONC.)=Concrete,(C\L)=Centerline,(C.B.)=Concrete Block (C.B.S.)=Concrete Block Structure,(C.&.S)=Covered and Screened, (C.M.)=Concrete Monument,(C.M.P.)=Corrigated Metal Pipe,(C.L.F.)=Chain Link Fence (D)=Deed,(E.M.)=Electric Meter,(F.F.E.)=Finished Floor Elevation,(Fnd.)=Found, (F.P.R.)=Fixed Point of Reference, (IRC)=Iron Rod with Cap,(I.P.)--Iron Pipe (G.M.)=Gas Meter,(L.B.)=Licensed Business,(L.S.)=Licensed Surveyor,(M)=Measured (M.E.S.)=Mitered End Section,(N&D)=Nail & Disc,(O.R.B.)=Official Records Book, (OHPL)=Over Head Power Line, (P.C.P.)=Permanent Control Point, (P)=Plat �P.0.8. =Point of Beginning,(P.O.C.)=Point of Commencement P.R.M.)=Permanant Reference Monument,(P.U.& D.E.)=Public Utility & Drainage Easement, (RNG.)=Range,(R.C.P.)=Reinforced Cana Pipe,(R\W)=Right of Way,(SEC.)=Section (TWP.)=Township,(WUP)=Wood Utility Pole,(W.F.S.)=Wood Frame Structure,(W.M.)=Water Meter END. 5/8" 1.1 BUSSEN ENG. GENERAL NOTES= 1. PRINTED DIMENSIONS ON THESE PLANS HAVE PRECEDENCE OVER SCALED DIMENSIONS, DO NOT SCALE DRAWINGS. 2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL TRADE DURING CONSTRUCTION. THE DESIGN FIRM SHALL NOT BE HELD RESPONSIBLE FOR WORK, NOT IN ACCORDANCE WITH THESE DOCUMENTS OR UNSATISFACTORY WORK BY THE CONTRACTOR, IN THE EVENT THAT A PROBLEM OR A QUESTION DOES ARISE FROM THESE DOCUMENTS THE DESIGN FIRM SHOULD BE CONTACTED TO MAKE ADJUSTMENTS OR CLARIFICATION IF NEEDED, PRIOR TO COMMENCEMENT OF WORK. 3• THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE LATEST REVISED AND APPROVED DOCUMENTS FROM THE DESIGN FIRM AND ANY QUESTIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE DESIGN GROUPS ATTENTION PRIOR TO THE COMMENCEMENT OF WORK. 4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CHECKING DIMENSIONS AND SITED CONDITIONS AND REPORT ANY DISCREPANCIES TO THE DESIGN FIRM PRIOR TO COMMENCEMENT OR CONTINUATION OF ONGOING CONSTRUCTION. 5. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET FORTH IN CODE OF ORDINANCES FOR THE CITY OF CAPE CANAVERAL. 6. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS BEFORE COMMENCING CONSTRUCTION, 7. THE CONTRACTOR WILL BE RESPONSIBLE TO PROTECT AND/OR REPLACE ANY DAMAGED SURVEY MONUMENTATION WITHIN PROJECT LIMITS USING A STATE OF FLORIDA LICENSED SURVEYOR. 8. SAW CUT AND REMOVE EXISTING PAVED SHOULDER INCLUDING WHITE EDGE LINE. DO NOT DISTURB MAINLINE BASE UNDER WHITE EDGE LINE. REPLACE WITH FULL DEPTH CONSTRUCTION. 9, STRIPING IN RIGHT-OF-WAY IS TO BE THERMOPLASTIC AND PER FDOT STANDARD INDEX 17346. 10. ALL CONSTRUCTION IN RIGHT-OF-WAY MUST BE PERFORMED ACCORDING TO THE APPLICABLE FDOT ROADWAY AND DRAINAGE DESIGN STANDARDS AND SPECIFICATIONS. 11. SOD ALL AREAS DISTURBED BY CONSTRUCTION IN THE FDOT RIGHT-OF-WAY WITH BERMUDA SOD ONLY. 12. REGARDLESS OF PRIVATE OR PUBLIC DEDICATIONS THERE WILL BE NO UTILITY CONNECTIONS, METER BOXES OR VALVE BOXES IN EXISTING OR PROPOSED SIDEWALKS OR DRIVEWAY AREAS. 13. THE SITE PLAN IS NOT REQUIRED TO SUBMIT A RISK MANAGEMENT PLAN (RMP). 14. THE CONTRACTOR IS TO BE RESPONSIBLE TO PROTECT AND/OR REPLACE ALL SURVEY MONUMENTATION WITHIN THE PROJECT LIMITS BY A LICENSED SURVEYOR IN THE STATE OF FLORIDA. 15. IF EXTERIOR SITE LIGHTING IS PROPOSED. SITE LIGHTING MUST CONFORM TO CODE OF ORDINANCES FOR THE CITY OF CAPE CANAVERAL AND THE ENGINEER OF RECORD SHALL CERTIFY THAT IT COMPLIES PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY OF A BUILDING PERMIT APPROVED BY THE CITY OF CAPE CANAVERAL. PLEASE DEMONSTRATE COMPLIANCE WITH THE LIGHTING CODE BY ATTACHING A SEALED CERTIFICATION STATEMENT FROM AN ELECTRICAL LIGHTING ENGINEER THAT THE PROPOSED LIGHTING FIXTURES ARE CONSISTENT WITH THE REQUIREMENTS AS STATED IN THE CODE OF ORDINANCES FOR THE CITY OF CAPE CANAVERAL. 16. CONTRACTOR SHALL SECURE FL DEPARTMENT OF ENVIRONMENTAL PROTECTION NOTICE OF INTENT TO USE GENERIC PERMIT FOR STORMWATER DISCHARGE A5 REQUIRED BY 62-621.300 (4) F.A.C. PRIOR TO ANY LAND DISTURBING ACTIVITY. 17. LAND DISTURBING ACTIVITIES SHALL CONFORM WITH THE REQUIERMENTS OF THE STORMWATER POLLUTION PREVENTION PLAN AS REQUIRED BY 62631.300 (4) F.A.C. SITE PLAN NOTES 1. ALL HANDICAP SPACES SHALL COMPLY WITH CITY OF CAPE CANAVERAL STANDARDS. 2, SEE DETAIL SHEET FOR TYPICAL PARKING LAYOUT. 3. SOD ALL SLOPES GREATER THAN 5:1 4. ALL DIMENSIONS ARE TO THE FACE OF CURB. 5. ALL ONSITE PAVEMENT MARKING SHALL BE REFLECTIVE PAINT AND SHALL MEET FDOT SPECIFICATIONS. 6. STOP BAR AND SPECIAL EMPHASIS CROSS WALK STRIPING AS WELL AS ALL PAVEMENT MARKINGS IN THE PUBLIC R/W SHALL BE THERMOPLASTIC AND SHALL MEET FDOT SPECIFICATIONS. 7, LANDSCAPING, OR ANY OTHER OBSTRUCTION SHALL NOT BE LOCATED WITHIN 7.5 FEET TO THE FRONT AND SIDES OR 4.5 FEET TO THE REAR OF ANY FIRE HYDRANT OR FDC. 8. WATER FOR FIRE FIGHTING PURPOSES SHALL BE INDICATED WITH A BLUE ROADWAY REFLECTOR PLACED ONE FOOT FRO4 OFF THE CENTER LINE OF THE ROAD FACING THE FIRE HYDRANT, THIS INCLUDES NEW AND EXISTING SOURCES. 9, WATER FOR FIRE FIGHTING PURPOSES SHALL BE AVAILABLE WHEN COMBUSTIBLES ARE BROUGHT ON SITE, 10. NEW FIRE HYDRANTS SHALL BE POSITIONED NOT MORE THAN 8 FEET NOR LESS THAN 6 FEET OFF THE EDGE OF PAVEMENT. THE CENTER LINE OF THE STEAMER CONNECTION (4-1/2") SHALL BE POSITIONED BETWEEN 18"-24" ABOVE FINISH GRADE (I.E. SODDED OR MULCHED). ALSO, ALL HYDRANTS SHALL BE READILY ACCESSABLE WITHOUT THE NEED TO TRAVERSE SWALES, DITCHES, ETC. 11. ACCESS SHALL BE PROVIDED BY UNOBSTRUCTED, 20 FOOT WIDE, ALL WEATHER DRIVING SURFACE CAPABLE OF SUPPORTING A 32 -TON EMERGENCY VEHICLE. THE DRIVING SURFACE SHALL BE MAINTAINED DURING ALL PHASES OF CONSTRUCTION. No. 4 BARS 18" LONG (TWO PER GUARD) SECTION *A" WHEEL STOP DETAIL N.T.S. TAX PARCEL 25 SSMH Top = 7.47' W INV.= 3.50' t9 PUERTO DEL RIO PHASE 3A O.R.B. 5619, PG. 6509 6" DIA. STEEL PIPE FILLED WITH 2,000 PSI CONCRETE PAINTED YELLOW 0 WEARING SURFACE AS SHOWN ON PLANS x 'a EXPANSION JOINT, 1/4" PREMOLDED ASPHALT STRIP SET 1/8" BELOW TOP MARK CONCRETE TO BE a 3,000 PSI COMP, STRENGTH AT 28 DAYS q V-6" DIA, BOLLARD DETAIL N.T.S. SECTION "B" H Y l E� WUP LLJ O N N N R = 2" CAST OR RUBBED ASP LT F DRIVE Y 5 (2) # X 24 r F� ENTRAN CONC. REBAR PINS o/ EXISTING FIRE \ UQ \ HYDRANT ±85' NORTH ST SIGNo \ ` 3/4" DIAMETER \nfo�� \ z O i HOLES y sGP1 in w azo z FND 1/2 L � �t p U-1; - (2) # 3 REBAR No ID 750' T G WITNESS POINT �^ 1/4" PITCH OPTIONAL Q + ON LOT LINE DI \ \ \ © V, i F PHONE BOOTH \ \ \ 5' WIDE QNCRETE J -Vo. \ ` � �} SIDEWALK P R IF OT 4 iU t�. u Aj. \ '`� \ �, �1 '` INDEX #310 I p LI \ t 9y\ \ 6' - 10 S Id. O N rn LL' ti oy�\ ASPHALT j T 1 %L `'. \ "91- \ \ C) a DRIVEWAY FIRE ENTRANCE HYDRANT TAX PARCEL 826 N� '''\ \i \ w ;\,LL `\\ TIRESTOP, m\ L I_' '\ \ \ \ , l00 .Y P r Y SDI \`,TYP. L \ 'P STOP IGN R2' \TIPS CONSTRUCT DIET E bE Y WARNING PER FO V 12'X45' UNLOADINGO \ \ ' ZONE DIRECTIRt P ARR O (TYP) IC O `., \ IND X 310 8' - 10' SKIP ASPHALT DRIVEWAY RETENTION AREA 12'x45' UNU SEE SHEET,,C-' 4 FOR ZONE GRAD ES,-&'ELEVATI ON S \/ CATV BOX, WELL-- , 4 STOP SIGN & - STOP BAR (TYP) 30 4 \ \ ENTRANCE ' PAVEM N 9 12"w WHITE TH RJ,1 PLASTIC NOTE: " ONCRETE \ CROSSWALK PING -PER ALL STRIPING IN THE FDOT 4"w, WHA ) 0 �{ \ FDOT IND 7346 RIGHT-OF-WAY AND ASSOCIATED \ SHALT OR IPE P. 4 w BLE r c\\ \ , ' WITH THE DRIVEWAY SHALL BE ` STRIPE(TYP) GUY r _ .. \ \ i 2 " tl THERMOPLASTIC THERMOPLASTIC AS PER FDOT SOP AR, TYP. REQUIREMENTS. t ` ON •RUCT DETECTABLE y�-- \ NPCP LOGO yp, `\\� \ ,� z ' W} IN PER FDOT INDEX \0 (TW) CONS`'TRUC HDCP. CURB RAMP PP OT INDEX 4w BLUE X304 (Cft 21 STWOEOW) a VA CURB RAMP & 4'w.t?,\ \ NATE; DETECTABLE STRIPE (TYP.) RE ER O SHEET C-7 FOR WARN HDCP SIGN \\ " ` CONSnOUC ONFWITHINORIGH�R N RETAIL BUILDING / Rg \ \ °eF OF WA FIN. FLR. EL. 9.00 \` -- --� a:'.: s \ ' \ \ J OX• I W i `\ CURB RAMP & < ` <�! F� FST ! Z i DETECTABLE o o LI -1 00 14 WARNING \ l 5' WIDE NCRETE M R15' \ ` �� ` \ F <y SIDEWALK, R FDOT s' - `\ -r' ,. > \,\ \\ \ <o 09 INDEX f3 cow i On Xv, 27 DOUBLE ��' 71 1 4�t <i� OW STRIPE q i rr� 1 12„ ,y \ i \ \ 30" O" STOP iL TD w U 00 GN and 1), I� Foy'" L \\\\ \ (� C? TYP L \ i .� C-5 a -,J i 1, "ry0 LEFT TURN" L. �s< BOX Lt ,_ \ \ t° Q h- I �• f'� \ �$ SIGN ELEC LLL \°� : , rL 9sy�o\ I O LC7 ASPHALT OR LL 12„ A esti \ I ^ym \\ CONCRETE x0 ?Q, \ L t �� F° iF \ W LU u) LCL r r ,VEMENTt_L Sy CV �t 12" 1 r PA LLL �� FqV \\ G7F 1OM 0 Ix LJJ I \ \ LL \ STRIPE (TYP,) r 1.L1 �i .. \ \\ (=03 Z i CIA TIRESTOP a- LL TYP. \ _ 4"w BLUE � /-STRIPE(TYP) FLAG PO EO N CORb RAMP & FL00 LIGHT .:DETECTABLE J WARNING ? 1 '� LLL �! ',�61 V A s A ` 0 SODDED GREEN A4EA ti �T °i.m`+" cr,�._-� k I L.I_. \r�F\,n +1pG \fes ASPHALT OR s WLP'� F CONCRETE PAVEMENT rS t o" j F 12'i- MITE THERMOPLASTIC j 1 / LL \A, / CROSSWLK STRIPING,L o\ TOR OF BANK rr t \o TYPICAL OR ONSITE _.._-----•--__ Ir ', �� It f\ EXISTING SWALE%%'r _ °0 1-L 0. 5/8I.R.C. `s ✓ L-1 TOP OF BANK �(� p o L N D'�\\ \ '•./ tL-____._� t -r /.-._-. moo.'_ WLP �' f / OI_ Uj "12 QBALL BOX WLP' �f LLL < r A / f r� I Ll /, .. 5 '\ ✓�Lkb"/ /' t rJ d ' O e�l ,L s/yglF LLt rrJ.r1 - s"p .4 L� 6„ HCl RADIUS = 25.00' 1 y J < L JDELTA = 100' 00' 12 FALLS LENGTH = 43.63' I 9 Ll; G(�C�� P-1 $'" 10 BOND Jr _ 5��' WU _ �,. � `L`D$ PED ,1%X"IN \r V f, o00c 16„ GMP - % 'r ` ` SIGNZ PO s F = 12" WU j W ,WLP TWIN 12'. G Q 12' PUMP HOUSE \\ \ Y m fw� c,s " ¢� wkr ` -'✓°' O�Q TS BOX f / J END. 1�2 Q.R.C. I 14 , 14"'1J _ WLP 0 $ Jai F \ _ \ -3 ` ( B AIr WLP FLOOD 4 ' LIGH F �6.�3689 f 12 SIG ill" I r WE�� 28" WUP r y W.F. GAZEBO J 3�-cr'R FI �1 ph %r� 12' FALLS 12"� +a S5' -v -" GUY 4 WLP g' i A ! WLP 4_1 . WUP WLP >- Q� POND 'TOE OF SLOPE ' SSMH Cam CONCRETE �y1PLf' �RATE��Ge sq ks. 10 s \ GRATE 9F ` � � �, EXISTING FIRE 14• `R, tp 1 HYDRANT s ELECTRICAL BOX 6' 1 : \ S FN N -i, / �ASPHALT f CJRO DRIVEWAY LL_ J 9 Ldz T' NO I 1.50 EAST `. - \ ENTRANCE WITNESS POINT30 A3 Y �ti0 I c° R \ RADI = 561.05' DELTA 14' 57' 08" i' \,', \ LENGTH - 146.42' i G?0? WUP DESIGN BUILD E W"�" 12REUSE WAj--/-/ r " J J \ ��' orf web: maidesignbuild.com �, ,-.�-, �.� I+} s✓� f email: info@maidesignbuild.com SDI TOP 7.26' \ ,\ ✓ \ 127✓✓`Tf 0.5'X2' WEIR EL.=6.20' EXISTING FIRE - 4" PVC INV. EL.=4.86 ``l ; f� J GP .- \ PgER ;Date: 09-13-2011 Sheet HYDRANT ±220 15" R.C.P. EL. -3.58' 5eale: Q,5 SHWN R I WEST END. 5/8" I.R.C. DIETHORN _ \ _ - _ Drawn: SBC CUP SPEED LIMIT' `; - - �`� ,SIGN �- Checked: DIM; �- 0 7.5' 15' 30' 60' ATV BOXj\ SITE LAYOUT PLAN Approved: DTM 1'=30' - of 1' = 30' Pro #: 2011-005 4" MIN. 5" MAX- t z< D ^ C L 0 ° 1 h- 8" MIN. 9" MAX. --I SECTION "B" H Y l E� WUP LLJ O N N N R = 2" CAST OR RUBBED ASP LT F DRIVE Y 5 (2) # X 24 r F� ENTRAN CONC. REBAR PINS o/ EXISTING FIRE \ UQ \ HYDRANT ±85' NORTH ST SIGNo \ ` 3/4" DIAMETER \nfo�� \ z O i HOLES y sGP1 in w azo z FND 1/2 L � �t p U-1; - (2) # 3 REBAR No ID 750' T G WITNESS POINT �^ 1/4" PITCH OPTIONAL Q + ON LOT LINE DI \ \ \ © V, i F PHONE BOOTH \ \ \ 5' WIDE QNCRETE J -Vo. \ ` � �} SIDEWALK P R IF OT 4 iU t�. u Aj. \ '`� \ �, �1 '` INDEX #310 I p LI \ t 9y\ \ 6' - 10 S Id. O N rn LL' ti oy�\ ASPHALT j T 1 %L `'. \ "91- \ \ C) a DRIVEWAY FIRE ENTRANCE HYDRANT TAX PARCEL 826 N� '''\ \i \ w ;\,LL `\\ TIRESTOP, m\ L I_' '\ \ \ \ , l00 .Y P r Y SDI \`,TYP. L \ 'P STOP IGN R2' \TIPS CONSTRUCT DIET E bE Y WARNING PER FO V 12'X45' UNLOADINGO \ \ ' ZONE DIRECTIRt P ARR O (TYP) IC O `., \ IND X 310 8' - 10' SKIP ASPHALT DRIVEWAY RETENTION AREA 12'x45' UNU SEE SHEET,,C-' 4 FOR ZONE GRAD ES,-&'ELEVATI ON S \/ CATV BOX, WELL-- , 4 STOP SIGN & - STOP BAR (TYP) 30 4 \ \ ENTRANCE ' PAVEM N 9 12"w WHITE TH RJ,1 PLASTIC NOTE: " ONCRETE \ CROSSWALK PING -PER ALL STRIPING IN THE FDOT 4"w, WHA ) 0 �{ \ FDOT IND 7346 RIGHT-OF-WAY AND ASSOCIATED \ SHALT OR IPE P. 4 w BLE r c\\ \ , ' WITH THE DRIVEWAY SHALL BE ` STRIPE(TYP) GUY r _ .. \ \ i 2 " tl THERMOPLASTIC THERMOPLASTIC AS PER FDOT SOP AR, TYP. REQUIREMENTS. t ` ON •RUCT DETECTABLE y�-- \ NPCP LOGO yp, `\\� \ ,� z ' W} IN PER FDOT INDEX \0 (TW) CONS`'TRUC HDCP. CURB RAMP PP OT INDEX 4w BLUE X304 (Cft 21 STWOEOW) a VA CURB RAMP & 4'w.t?,\ \ NATE; DETECTABLE STRIPE (TYP.) RE ER O SHEET C-7 FOR WARN HDCP SIGN \\ " ` CONSnOUC ONFWITHINORIGH�R N RETAIL BUILDING / Rg \ \ °eF OF WA FIN. FLR. EL. 9.00 \` -- --� a:'.: s \ ' \ \ J OX• I W i `\ CURB RAMP & < ` <�! F� FST ! Z i DETECTABLE o o LI -1 00 14 WARNING \ l 5' WIDE NCRETE M R15' \ ` �� ` \ F <y SIDEWALK, R FDOT s' - `\ -r' ,. > \,\ \\ \ <o 09 INDEX f3 cow i On Xv, 27 DOUBLE ��' 71 1 4�t <i� OW STRIPE q i rr� 1 12„ ,y \ i \ \ 30" O" STOP iL TD w U 00 GN and 1), I� Foy'" L \\\\ \ (� C? TYP L \ i .� C-5 a -,J i 1, "ry0 LEFT TURN" L. �s< BOX Lt ,_ \ \ t° Q h- I �• f'� \ �$ SIGN ELEC LLL \°� : , rL 9sy�o\ I O LC7 ASPHALT OR LL 12„ A esti \ I ^ym \\ CONCRETE x0 ?Q, \ L t �� F° iF \ W LU u) LCL r r ,VEMENTt_L Sy CV �t 12" 1 r PA LLL �� FqV \\ G7F 1OM 0 Ix LJJ I \ \ LL \ STRIPE (TYP,) r 1.L1 �i .. \ \\ (=03 Z i CIA TIRESTOP a- LL TYP. \ _ 4"w BLUE � /-STRIPE(TYP) FLAG PO EO N CORb RAMP & FL00 LIGHT .:DETECTABLE J WARNING ? 1 '� LLL �! ',�61 V A s A ` 0 SODDED GREEN A4EA ti �T °i.m`+" cr,�._-� k I L.I_. \r�F\,n +1pG \fes ASPHALT OR s WLP'� F CONCRETE PAVEMENT rS t o" j F 12'i- MITE THERMOPLASTIC j 1 / LL \A, / CROSSWLK STRIPING,L o\ TOR OF BANK rr t \o TYPICAL OR ONSITE _.._-----•--__ Ir ', �� It f\ EXISTING SWALE%%'r _ °0 1-L 0. 5/8I.R.C. `s ✓ L-1 TOP OF BANK �(� p o L N D'�\\ \ '•./ tL-____._� t -r /.-._-. moo.'_ WLP �' f / OI_ Uj "12 QBALL BOX WLP' �f LLL < r A / f r� I Ll /, .. 5 '\ ✓�Lkb"/ /' t rJ d ' O e�l ,L s/yglF LLt rrJ.r1 - s"p .4 L� 6„ HCl RADIUS = 25.00' 1 y J < L JDELTA = 100' 00' 12 FALLS LENGTH = 43.63' I 9 Ll; G(�C�� P-1 $'" 10 BOND Jr _ 5��' WU _ �,. � `L`D$ PED ,1%X"IN \r V f, o00c 16„ GMP - % 'r ` ` SIGNZ PO s F = 12" WU j W ,WLP TWIN 12'. G Q 12' PUMP HOUSE \\ \ Y m fw� c,s " ¢� wkr ` -'✓°' O�Q TS BOX f / J END. 1�2 Q.R.C. I 14 , 14"'1J _ WLP 0 $ Jai F \ _ \ -3 ` ( B AIr WLP FLOOD 4 ' LIGH F �6.�3689 f 12 SIG ill" I r WE�� 28" WUP r y W.F. GAZEBO J 3�-cr'R FI �1 ph %r� 12' FALLS 12"� +a S5' -v -" GUY 4 WLP g' i A ! WLP 4_1 . WUP WLP >- Q� POND 'TOE OF SLOPE ' SSMH Cam CONCRETE �y1PLf' �RATE��Ge sq ks. 10 s \ GRATE 9F ` � � �, EXISTING FIRE 14• `R, tp 1 HYDRANT s ELECTRICAL BOX 6' 1 : \ S FN N -i, / �ASPHALT f CJRO DRIVEWAY LL_ J 9 Ldz T' NO I 1.50 EAST `. - \ ENTRANCE WITNESS POINT30 A3 Y �ti0 I c° R \ RADI = 561.05' DELTA 14' 57' 08" i' \,', \ LENGTH - 146.42' i G?0? WUP DESIGN BUILD E W"�" 12REUSE WAj--/-/ r " J J \ ��' orf web: maidesignbuild.com �, ,-.�-, �.� I+} s✓� f email: info@maidesignbuild.com SDI TOP 7.26' \ ,\ ✓ \ 127✓✓`Tf 0.5'X2' WEIR EL.=6.20' EXISTING FIRE - 4" PVC INV. EL.=4.86 ``l ; f� J GP .- \ PgER ;Date: 09-13-2011 Sheet HYDRANT ±220 15" R.C.P. EL. -3.58' 5eale: Q,5 SHWN R I WEST END. 5/8" I.R.C. DIETHORN _ \ _ - _ Drawn: SBC CUP SPEED LIMIT' `; - - �`� ,SIGN �- Checked: DIM; �- 0 7.5' 15' 30' 60' ATV BOXj\ SITE LAYOUT PLAN Approved: DTM 1'=30' - of 1' = 30' Pro #: 2011-005 �I q OF RISER PIPE FINISHED SOD GRADE FINISHED GRADE 4" �y\` 3000 PSI CONCRETE ALL AROUND 1/2" JOINT COMPOUND MATERIAL /- 4" - 45' PVC ELBOW 4" X 4" - 45' PVC WYE PVC CAP ___/ 4" PVC AT TERMINUS NON TRAFFIC CLEANOUT LEGEND & ABBREVIATIONS: 0 = Set 5/8" iron rod with plastic cap 0 = Set nail with metal disc ❑ = Set concrete monument with disc = 4' C.L.F. = Center Line 6' W. F. XXX = Existing Elevations OHPL (XXX) = Proposed Elevations (B.M.)=Benchmark,(CONC.)=Concrete,(C\L)=Centerline,(C.B.)=Concrete Block =Concrete Block Structure,(C.&S)=Covered and Screened, (C.M.)=Concrete Monument,(C.M.P.)=Corrigated Metal Pipe,(C.L.F.)=Chain Link Fence (D)=Deed,(E.M.)=Electric Meter.(F.F.E.)=Finished Floor Elevation,(Fnd.)=Found, (F.P.R.)=Fixed Point of Reference, (IRC)=Iron Rod with Cap,(I.P.)=Iron Pipe (G.M,)=Gas Meter,(L.B.)=Licensed Business,(L.S.)=Licensed Surveyor, (M)=Measured (M.E.S.)=Mitered End Section,(N&D)=Nail & Disc,(O.R.B.)=Official Records Book, (OHPL)=Over Head Power Line,(P.C.P.)=Permanent Control Point, (P)=Plat �P.O.B.)-Point of Beginning,(P.O.C.)=Point of Commencement P.R.M.)=Permanant Reference Monument,(P.U.& D.E.)=Public Utility & Drainage Easement, 1 W T�R VA L E \ � TRAFFIC AREA H ��\ Y 1 Er" WUP \ O©moo rL OF RISER PIPE \ LF OF 6"C9 P 1 RE LINE " v COVER MARKED "S" N � 1,4 F OF 2 PVC MATCH EXISTING SURFACE ,�s \��©+ \ \ WATEA SERVICE LINE /I EXISTING FIRE ER METER / -REDUCED HYDRANT t85' NORTHASP LT 'fo \`\� \ PfF�S URE BAGKFLOP ENTER DRIVE Y F� r, �h 6" DDCV SS BLY I �f orf TRAN II 1 I I \ } 6" GATE VA L E CONSTRUCT EVE & o / R I `� ' ° _-I TAPPING SLEEVE & \ o q 6 a ��TAPPING`f VALVA ST SIGN 6" 9O' ELBOW I BETWEEN - 2" 90' ELBOW FND. 2" I.R.C. >LL \ eCV AND MAJNTAJ 3 M ETERMETER _r =FIRE <�p 31 LF 4F 6" 0900 0 ID.SS PO WEST I- I -III PVC FIRE LINE 0 INE > fqCONS UC 12"x6" 24 LF F 6" PHONE 1 \9 \ \��j` 6A P1111 SLE E& 6 MIN. 3000 PSI CONCRETE <' DUCTILE IRON PIPE ALL AROUND ' I vs T ` FIRE HYDRANT ASSEMBLY. ti \ 4 LF 6" TE LINE C.I. CLEAN OUT BOX SEE�D�TAI�ONASPHALT �C-6A ` AND LID. MOD. # 7610 J � ' i � y \ � � NSTRUCT FIRE DEPT /� v� \ \ DRIVEWAY 4" 45' PVC ELBOW CONNECTION FIRE ENTRANCE I � HYDRANT TAX PARCEL 826 18 LF OF 6" C900 9�6 s'd \ PVC FIRE LINE 4" X 4„ - 45' PVC WYE X152 LF OF 6" C904 QQ 2" GATS 1 �^ �� \ � �poy � Y� V ' Y PVC FIRE LINE pC>' VALVE � s h PVC CAP - AT TERMINUS SD ! 6X6X6 F•,` 61 STOP IGN (�4 qj •J a TEE 2 86' �t \. \ 0 P� V X138 OF 2" PVC , \ `{ 9�9� a WATER RVICE LINE T L go EL90W% �L % > 67(DUCE2 ` 6X6116 �L ELBOW 4" PVC TRAFFIC CLEANOUT 6" 90" -s"i ELBOW � of 1 TAX PARCEL 25 (RNG.)=Range,(R.C.P.)=Reinforced Conc. Pipe, (R\W)=Right of Way,(SEC.)=Section ry4 (TWP.)=Township,(WUP)=Wood Utility Pal %(W.F.S.)=Wood Frame Structure,(W.M.)=Water Meter N Q .N- .Q N r Nr N r: C Z � FIRE FLOW CALCULATIONS PROJECT NAME: BEACHWAVE COMPLEX_ I r I SITE ADDRESS: A __ ' titV PROJECT DESCRIPTION: RETAIL BUILDING FIRE AREA: 1ST FLOOR: 16.800__ SF 2ND FLOOR: N/A _ SIF �' 0 OJ.11J PER FLOOR: TOTAL FLOOR AREA: 16.800 SF (A) j CONSTRUCTION TYPE: WOOD FRAME C = 1.5 F = 18 (C) (SQ.RT. A) ORDINARY C = 1.0 1p2 rl NONCOMBUSTIBLE C = 0.8 18 X 0,8 X (SART 16,800) FIRE RESISTIVE C = 0.6 BASE GPM REQUIRED: 10QQa GPM (A) OCCUPANCY: BUSINE55_ GROUP >' _- OCCUPANCY CLASSIFICATION: ORDINARY FND. 5/8" I.R.C..'� BUSSEN ENG. LIGHT -25% GPM 1'I ORDINARY 0% GPM LLL ilil_I EXTRA +25% GPM COMPLETE AUTOMATIC SPRINKLER -25% GPM SUBTOTAL 1.86.6 GPM (B) 4/ EXPOSURE: DISTANCE HAZARD CHARGE 0 - 10' +25% NORTH 37 FT ADD +15 % 11 - 30' +207. EAST 7150 FT ADD 0 % 31 --60' +15% L SOUTH 7150 FT ADD 0 % 61 -- 100' +10% WEST 7150 FT ADD 0 % 101 - 150' + 5% r TOTAL PERCENTAGE 15 % (75% MAXIMUM) (I USE 15 %% X B = 280 + B = 2146r GPM -L1 5n NUMBER OF HYDRANTS REQUIRED: 2 -L TRENCH WIDTH VARIES CROWN TRENCH IN UNIMPROVED TRENCH WIDTH VARIES CROWN TRENCH IN W/ SIZE OF PIPE UNIMPROVED AREAS AREAS �3" MIN} (SEE TYPE B W/ SIZE OF PIPE BEDDIN & TRENCHING DETAIL (SEE MIN.) FOR OTHER RESTORATION.) FINISHED GRADE FINISHED GRADE OTE 8) ME ZD SEE NOTE 4 / �,. l COMMON FILL / / PIPE COMMON FILL O.D,..� Taj N- 12" SELECT o 12" (TTP.) SELECT z - COMMON mjar FILL \moi COMMON w SELECT COMMON / z UNDISTURBED r w W \/ cL w EARTH \/ FILL / cwi w BEDDING ROCK \ (SEE NOTE 3)/�/?1%T. PIPE BEDDING (SEE NOTE 8& 9) 7� � //y ��� / jam UNDISTURBED EARTH ' NOTES: NOTES: L PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 98% OF THE 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 98% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL COMMON FILL COMPACTED TO 98% OF THE 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 98% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. MAXIMUM DENSITY AS PER AASHTO T-180. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN 3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE BY THE ENGINEER. REQUIRED AS DIRECTED BY THE ENGINEER. 4. (*): 15" MAX: FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. 4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIAMETER 24" AND LARGER. FOR PIPE DIAMETER 24" AND LARGER. c 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE 6, ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF FLOW FOR SEWERS. DIRECTION OF THE FLOW FOR SEWERS. 7. REFER TO SPECIFICATIONS FOR SHEETING AND BRACING IN EXCAVATIONS. 7. REFER TO SPECIFICATIONS FOR SHEETING AND BRACING IN EXCAVATIONS. 8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ENGINEER. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMUER LESS SPECIFICATIONS. ROAD SURFACE RESTORATION SHALL COMPLY WITH SPECIFICATIONS. THAN 15", AND 6" MINIMUM FOR PIPE DIAMETER 16" AND LARGER, 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE, THE ENGINEER SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION. TYPE B BEDDING AND TYPE A BEDDING AND TRENCHING DETAIL TRENCHING DETAIL N.T.S. N.T.S. r ` , \ Wk \ \ X 1 LF OF 2" PVC WATER SERVICE LINE A. \ \ \\ � • : GONG PAD FOR TRANSFORMER \ \ X14 LF OF 6" C900 `•` ti \ \ + ` 'e r t PVC FIRE LINE i \ RETAIL BUILDING 1� FIN. FLR. EL - 9.00 YIN SSMH Z G2L Top = 7.47' W INV.= 3.50' .I 0 9 PUERTO DEL RIO PHASE 3A O.R.B. 5619, PG. 6509 .1 S'� `1\�\ `\ x•11 � � _ ,'� -IDS r � �_`:.. �9�\\\\ \ �: \v\ 12 4 C• ' `, I.E. = G.0 . ti� i L r! ELEC. \\ BOX \ 12� Tb \1 0 . 5a I.E.,2,4',' 1 c \ �0 �L a q)�\ '17 L.\ .. 91. FLAG PO EO b / FLOOD LIGHT s .`, C.01 1. E- 416.53 14) r' l gl WLP 260 LF 4" SANITARY S SEWER SCH40 PVC LINE e' TOP OF BANK r-� w 0 t r EXISTING SWALE `� 5 I.E. - 5.75 °' r 1 rj [r TOP OF BANK��u1 EXISTING WELL TOL @E REUSED FOR 'l. r r v - n WLP q'1 IRRIGATION SYSTEMt 1 i 1 BALL BOX WLP r , Li_ ' O I �e,'�T L D� V/, c/'`s� rl A \,� \ BOX �� 9 L.1 J WELL F.l. ;SDd T I. L J\} 10 y to FO 0 I.E. - 4.97 pC \Rj \ 12" �S \ 2 � .S- .,,s 1'�n '1.11 �. h�� �j�� �`,>..\ �S51'•t:� -:.: g 16 1� l ung f 9�1 ,\,`WLP TWIN 12" } 12 .5 PUN 1 lU 4 .m [} d L 6 - %y _ �j \ � � a5' 111 �•"} 2 �. ti , C<�3x p -"- ��( -� Q TIE IN 4' f �,� ��.�---� -. ,,. ;; . '"'� �`� �:j n� :. �_ �� . � goti � 1G2 VERIFY 4.62 hj 5 1 �L 14 w,� 14" "t,;t �� Z WLP 8' i FLOOD 4)EG L.B.-3689 I i� g 16 -' 1� c� �.*s� 5 -f LP 1 �s }LIGHT / cit 12„ 1a 24„ l: h' \ G GC. 0 SG�\GP�b i F>4jn / `,`` �,1--`s� ,� f ,1� �� p ,I'i �%� �' �0• `-� a,�(,,� ,bol F-�' r� ��¢ i ()28 0°i W` WUP / \1'1p0 \ 11{r A0 p, FALLS C :LC 1p2 GUY EXISTING 4" ANTARY SEWER l3 3 WLR ` SIo OFS ,L��gO �� v,b� 1 �,16vz 1C;t WUP LATERAL \_ f: S tk -ca _ h r , i <� - WLP F g Y i ,6 POND TOE OF SLOPE t3 i ` ' SSMH CONCRETE �n I • \ + RATE Pa G PCj Gv R@ c; \ GRATE EXISTING FIRE 14" �O` J HYDRANT ` 'A V ELECTRICAL BOX 6y 6 �• w ` i lASPHALT FN N & 1) i i p� g ` \ N0 I , 1.50' EAST / �� l� DRIVEWAY / � ` � � _ ENTRANCE EXISTING POTABLE WATER \ WITNESS POINT CONNECTION TO BE s'' `•� CAPPED AND ABANDONED PER CITY OF COCOA \ RADI = 561.05' UTILITIES DEPARTMENT 5 DELTA 14' 57' 08" REQUIREMENTS \ \ \ LENGTH - 146,42'`- s J �✓ _�.� h i/ WUP , b. 412' REUSE W/M,�.,_r moo) SITE UTILITIES PLAN SDI TOP 7.26' ✓j- f' Pj. 1„ 39 0.5'X2' WEIR EL.=6.20' \ ✓✓'1 \}r1F f ` EXISTING FIRE 4" PVC INV. EL.=4.86'`, HYDRANT ±220' 15' R.C.P. EL.=3.58' r✓ ✓� Z}G G Gp il5� `NP WEST FND. 5/8" I.R.C. it F1 E a \ _ P 0 7.5' 15' 30' 60' DIETHORN �0� - CUP 1 SPEED LIMIT -�� pSIGN 1„ = 30' © CV O f-4; 4` N rN P p N Q .N- .Q N r Nr N r: C Z � I r I � � ! Q Iia zo ::E O t ' w V) LU 0 4 1 z I Q C) LL rrn i r J Z W CD M 00 V l eq i < i I /-` N Cr:) C'r) 00 I 4� CO C 3 I. L m v WCf) cV N LLI CO co M Q _ W " pLEL 0 Q (ZD 0 Q " LL.I ( N 0- LL. L LI J h Z J t/7 LL, W 1 Z Q Ljj LU < W i BOX /s 4v.,o\ �I � ■ i i I I ; i { DESIGN BUILD web: maidesignbuild.Gom I email: Info@maidesignbuild.com Date: 09-13-2011 f Sheet ;. I Scale: AS SHWN Drawn SBC I I Checked: DTM Approved: DTM 4f 15 Pro] #: 2011-005 S !2 ASPHALT DRIVEWAY AFF ,aJ PAVEMENT SPECIFICATIONS ENTRANCE GENERALSTOP SIGN IT IS INTENDED THAT TH• FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" DATED 2004 BE USED WHERE S WORK, AND THAT WHERE APPLICABLE FOR VARIOUSUCH WORDING THEREIN REFERS TO FND. 1/2" I.R.C. THE STATE OF FLORIDA AND ITS DEPARTMENT OF TRANSPORTATION PERSONNEL, SUCH WI I E 7.50' NEST WORDING IS INTENDED TO BE REPLACED WITH THAT WORDING WHICH WOULD PROVIDE c, WITNESS PAINT �Q���� ON LOT LINE 0' PROPER TERMINOLOGY, THEREBY MAKING SUCH "STANDARD SPECIFICATIONS FOR ROAD PHONE BOOTH, AND BRIDGE CONSTRUCTION" AS THE "STANDARD SPECIFICATIONS" FOR THIS PROJECT,c�� \�j( IF WITHIN THAT PARTICULAR SECTION ANOTHER SECTION, ARTICLE OR PARAGRAPH IS REFERRED TO, IT SHALL BE A PART OF THE STANDARD SPECIFICATIONS ALSO. 6.10 ALL WORK SHALL BE A WORKMANLIKE MANNER AND SHALL CONFORM WITH ALL THE- APPLICABLE CITY, COUNTY, STATE AND FEDERAL REGULATIONS AND/OR CODES. ti CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS TAX PARCEL 826 AND LICENSES REQUIRED TO BEGIN WORK. 4Q1 �� /��I• THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF ONE E DATE OF THE PROJECT OF ACCEPTANCE, DURING WHICH ALL FAULTY U©� / YEAR FROM THE SD Fj /// � CONSTRUCTION AND/OR MATERIALS SHALL BE CORRECTED AT THE CONTRACTOR'S � � Ujo e; o• EXPENSE. GRADING THE CONTRACTOR SHALL PERFORM ALL GRADING NECESSARY TO ACHIEVE THE PROPOSED PLAN GRADES INCLUDING TYPICAL SECTIONS. �9 /, 1 11 8.30 TION 120 OF THE STANDARD ALL WORK SHALL BE IN ACCORDANCE WITH SEC1 > ,/✓ SPECIFICATIONS. gC D54 1�, � 8.00 STAKINGr8.30 CONSTRUCTION STAKING WILL BE PERFORMED BY THE CONTRACTOR. STABILIZING STABILIZING SUBGRADE SHALL BE CONSTRUCTED TO THE FLORIDA BEARING VALUE OF 50 �,��° ///$, /� ;� PSI FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, AND IN ACCORDANCE WITH SECTION 160 OF THE STANDARD SPECIFICATIONS. (TYPE C STABILIZATION). ALL STABILIZED AREAS SHALL BE COMPACTED TO AT LEAST �` / A 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHO T-180. % /� CONCRETE PAVEMENTz / ? • 9,97 PORTLAND CEMENT CONCRETE SHALL BE IN ACCORDANCE WITH SECTION 345 OF THE moi! 6.30 STANDARD SPECIFICATIONS. e.3o // 28 OF 12" - DS#3 -155 ADS PE �� RETAIL BUILDING CONCRETE PAVEMENT SHALL BE CONSTRUCTED TO THE DEPTH AND LIMITS SHOWN IN / \\ 9.00 24 4 NDS BASIN FIN. FUR. EL - 9.00 ACCORDANCE WITH TAX PARCEL 25 &Do \\ OR AL W/ \\ \\RAT "S 1 9.45_ 1C; \\ TYP CAL TF 5 SECTION 350 OF THE STANDARD SPECIFICATIONS. of 12" 5.\A ���\�A AD PE TESTING v�v vv pwNsdour BY THE CONTRACTOR SHALL RETAIN THE SERVICES OF AN APPROVED INDEPENDENT TESTING r 01,y\� 8,30 \\ cD�p1NEco Mo LABORATORY TO CONDUCT ALL REQUIRED TESTS ON SUBGRADE AND SURFACE CO SSMH 1. \\� �\ a 6" Ads PIPE, MATERIALS. TEST RESULTS MUST BE SUBMITTED PRIOR TO ANY REQUEST FOR PAYMENT Top = 7.47' \\ \\ TYProF 8,Q 00 OF THE ABOVE ITEMS. w INV.= 3.50' \\ \ \ RPE12' IF ANY TEST INDICATES THAT THE WORK DOES NOT MEET THE SPECIFICATIONS, THE �p5 1 �\\ \ 0 AL W/ATE SIN tc' SUBSTANDARD AREA SHALL BE REWORKED OR CORRECTED AND RETESTED, AT THE �� e.3o \ CONTRACTOR'S EXPENSE, UNTIL THE PROVISIONS OF THESE SPECIFICATIONS ARE MET. $� L o� \\ \ r F,h `; ti �v 1 v ori vv w OTHER c 1, \ \ 3 of 1Tt THE CONTRACTOR SHALL FOLLOW THE RECOMMENDATION OF THE GEOTECHNICAL ,P��e Goy' �. ' \�\ a.3o PE ENGINEER WITH RESPECT TO SITE PREPARATION FOR THE BUILDING AND DRIVEWAYS. \\ �1 s1 8.00 ALL ELEVATIONS SHOWN ARE AT THE EDGE OF PAVEMENT. 6`' f, G / // \\ S�2 F' \\ 14 LF 12" ADS SOD ALL SLOPES GREATER THAN 5:1.8 ` \ �t1� / ey � 6�c� / .30 \� � \ �S PIPE THE DEVELOPER IS RESPOSIBLE FOR ANY DAMAGE WITHIN ROAD AND DRAINAGE R/W AS �, Cpl A DIRECT RESULT OF NEW CONSTRUCTION. 8.9 7 9OC �t�2 LEGEND F.F.E. = FINISHED FLOOR ELEVATION . _ � , • ' ° (, �jf/ r f 1, $a �\ $¢ 26.so =PROPOSED ELEVATION 8.30 MATCH EXISTING GRADE 64,/// EXISTING ELEVATION DRAINAGE FLOW ARROW FND. 5/8° LR.0 �� t �' SOD ALL OF RETENTION AREA = PROPOSED HIGH POINT � � / .15� DOWN TO POND WATER LINE ' BUSSEN ENG. p 810 ` = TRUNCATED DOME __ CO" NSTRVCT MESINV. "50 � '' = PROPOSED PAVEMENT -I .. t EL. 0.54 tet_ ;✓' .. VERIFY $?1 PI • 7.36 �s.��i� I _ � � F � 6.35 fill � EXISTING MINI 12 I i L BALL BO F, F /� _ J� O 9.00 8.00 GOLF CONC. °' !� �% I CAN 3 6.27 L'-- EXISTING SLOPE EXISTING GRADE5 3 EXISTING SLOPE SECTION A -A SECTION THRU SWALE N. TS. 6.0' EXIST/NG MINI 1-8.07 GOLF CONC. EXISTING GRADE L 5.4 L EXIST/NG SLOPE EXISTING .SLOPE SECTION E3-13 SECTION THRU .SWALE N. T.S. 9.5' 8,3' r9.56 EXISTING MINI I f- GOLF CONC, EXISTING GRADE --1 SECTION C -C SECTION THRU SWALE 28.0' r WATER EL. = 4. .5 r ,5, 00 6.00 �-- 6.• 1 SLOPE 21 SLOPE POND BOTTOM EL. = -4.0 SECTION D -D SECTION THRU RETENTION z \- EXIS77NG SLOPE J EXISTING SLOPE 6.0'44' 10.0' N. TS. PROPOSED PAVEMENT N. T.S. d K SECTION E- SECTION THRU RETENTION , - - SECTION F -F SECTION THRU RETENTION PUERTO DEL RI0 PHASE 3A O.R.B. 5619, PG. 6509 44 L- EXISTING GRADE N. T.S. 63 . r I � CONNECT NEW ERCP TO EXISTING CONTROL STRUCTURE N. INV. - 3.60 SDI TOP 7.26' I 0.5'X2' WEIR EL. - 6.20' 4" PVC INV. EL,=4.86' 15" R.C.P. EL.=3.58' FND. 5/8" I.R.C.--� DIETHORN CUP Cpj, I EXISTING CONCRETE FN N & D PAVWENT NO I . 1.50' EAST WITNESS POINT k / L J �V NEW ASPHALT PAVEMENT PER DETAIL ON SHEET C-6 CONSTRUCT NEW G CONC. CURB TO F 3 MATCH EXISTING. FIELD VERIFY NOTE: GENERAL CONTRACTOR IS TO LOCATE AND IDENTIFY DEPTH OF ALL UTILITIES PRIOR TO DOING ANY EXCAVATION. f ��yPl ASPHALTDRIVEWAY �U ENTRANCE DRAINAGE STRUCTURE TABLE SITE DRAINAGE PLAN - _ H D O N C` _ N 6 r N 4 SUMP EL. COMMENTS I FDO T TYPE C 5.50 3.00 --- --- t�4 2.50 SEE SHEET 06 FOR DETAIL I W GRATE � DS#2 T FDOT TYPE G fDOT `-' 8.00 w 3.60 "''- 3.60 `� 3.60 3.10 .SEE SHEET C6 FOR DETAIL E WIGRFDOT i LD TYPE G' 8.00 --- 4.10 4.10 --- 3,60 SEE SHEET C6 FOR DETAIL w FDOT TYPE FSEE z o --- 4.55 4.55 4,05 SHEET C6 FOR DETAIL DS#4 W/ GRATE DS#5 a LLJ --- 5,00 --- 5.00 4.50 SE DETAIL SHEET C6 to DS#6 w 8,00 5.50 5.50 --- --- 5.00 FOR DETAIL SEE SHEET G6 W/ GRATE' V1 DS#7 W/GR4TE 8.00 5.00 --- --- 5,00 4.50 SEE SHEET C6 FOR DETAIL DSB FDOT TYPE F 8.00 --- --- 4.55 4.55 4.05 SEE SHEET C6 FOR DETAIL w Q z - j I FDOT TYPE G _ 8,00 a --- 4.10 --- 3.60 ET G6 FOR DETAIL W/GRATE tj LL - I Ca D (14 --- M 3.00 3,00 2.50 SEE SHEEP G6 FOR DETAIL W/GRAT£ s LU Z C:) , rn r CD i i � O DM CSO i + I` CV ,,cyC.)C ) Lyl C) C7 C'7 W U) -j i �Vy! L- 04 C14 - CD r LL CO c? I C, zo o d W C ---)m CO tU N W S I CV�nLI.. Ak. x Lu LL O Z IN J PO`' 1 �y Lv \6 u < BOX / W c SIGN 9� 11 ZACHARYS SIGN 0 7.5' 15' 30' 60' - 1" 39 STRUCT ID TYPE TO AQI - SUMP EL. COMMENTS DS#1 FDO T TYPE C 5.50 3.00 --- --- _-- 2.50 SEE SHEET 06 FOR DETAIL W GRATE DS#2 T FDOT TYPE G fDOT `-' 8.00 '`�' ' 3.60 3.60 "''- 3.60 `� 3.60 3.10 .SEE SHEET C6 FOR DETAIL E WIGRFDOT DS3 TYPE G' 8.00 --- 4.10 4.10 --- 3,60 SEE SHEET C6 FOR DETAIL W GRATE FDOT TYPE FSEE 8.00 --- --- 4.55 4.55 4,05 SHEET C6 FOR DETAIL DS#4 W/ GRATE DS#5 F00T TYPE G 8.00 --- 5,00 --- 5.00 4.50 SE DETAIL SHEET C6 W/GRATE DS#6 FDOT TYPE F 8,00 5.50 5.50 --- --- 5.00 FOR DETAIL SEE SHEET G6 W/ GRATE' DS#7 W/GR4TE 8.00 5.00 --- --- 5,00 4.50 SEE SHEET C6 FOR DETAIL DSB FDOT TYPE F 8.00 --- --- 4.55 4.55 4.05 SEE SHEET C6 FOR DETAIL W/ CRATE - D3;9 FDOT TYPE G _ 8,00 4.10 --- 4.10 --- 3.60 ET G6 FOR DETAIL W/GRATE D510 D 7.50 --- --- 3.00 3,00 2.50 SEE SHEEP G6 FOR DETAIL W/GRAT£ mai DESIGN BUILD web: maideSignbuild.com email: info@maidesignbuild.com Date: 09.13-2011 Sheet Seale: AS SHWN ± Drawn: SBC' Checked: DTM' Approved: Dim 5 of 1 Proj #: 2011-005 '( 0 PAVEMENT SF ECIFICATIONS GENERAL IT IS INTENDED THAT TH5 FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROA[ AND BRIDGE CONSTRUCTION" DATED 2004 BE USED WHERE APPLICABLE FOR VARIOUS WORK, AND THAT WHERE SUCH WORDING THEREIN REFERS TO THE STATE OF FLORIDA AND ITS DEPARTMENT OF TRANSPORTATION PERSONNEL, SUCH WORDING IS INTENDED TO BE REPLACED WITH THAT WORDING WHICH WOULD PROVIDE PROPER TERMINOLOGY, THEREBY MAKING SUCH "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" AS THE "STANDARD SPECIFICATIONS" FOR THIS PROJECT. IF WITHIN THAT PARTICULAR SECTION ANOTHER SECTION, ARTICLE OR PARAGRAPH IS REFERRED TO, IT SHALL BE A PART OF THE STANDARD SPECIFICATIONS ALSO. ALL WORK SHALL BE A WORKMANLIKE MANNER AND SHALL CONFORM WITH ALL APPLICABLE CITY, COUNTY, STATE AND FEDERAL REGULATIONS AND/OR CODES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND LICENSES REQUIRED TO BEGIN WORK. THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE OF THE PROJECT OF ACCEPTANCE, DURING WHICH ALL FAULTY CONSTRUCTION AND/OR MATERIALS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. GRADING THE CONTRACTOR SHALL PERFORM ALL GRADING NECESSARY TO ACHIEVE THE PROPOSED PLAN GRADES INCLUDING TYPICAL SECTIONS. ALL WORK SHALL BE IN ACCORDANCE WITH SECTION 120 OF THE STANDARD SPECIFICATIONS. STAKING CONSTRUCTION STAKING WILL BE PERFORMED BY THE CONTRACTOR. STABILIZING STABILIZING SUBGRADE SHALL BE CONSTRUCTED TO THE FLORIDA BEARING VALUE OF 50 PSI FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, AND IN ACCORDANCE WITH SECTION 160 OF THE STANDARD SPECIFICATIONS. (TYPE C STABILIZATION). ALL STABILIZED AREAS SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHO T-180. CONCRETE PAVEMENT PORTLAND CEMENT CONCRETE SHALL BE IN ACCORDANCE WITH SECTION 345 OF THE STANDARD SPECIFICATIONS. CONCRETE PAVEMENT SHALL BE CONSTRUCTED TO THE DEPTH AND LIMITS SHOWN IN ACCORDANCE WITH SECTION 350 OF THE STANDARD SPECIFICATIONS. TESTING THE CONTRACTOR SHALL RETAIN THE SERVICES OF AN APPROVED INDEPENDENT TESTING LABORATORY TO CONDUCT ALL REQUIRED TESTS ON SUBGRADE AND SURFACE COURSE MATERIALS. TEST RESULTS MUST BE SUBMITTED PRIOR TO ANY REQUEST FOR PAYMENT OF THE ABOVE ITEMS, IF ANY TEST INDICATES THAT THE WORK DOES NOT MEET THE SPECIFICATIONS, THE SUBSTANDARD AREA SHALL BE REWORKED OR CORRECTED AND RETESTED, AT THE CONTRACTOR'S EXPENSE, UNTIL THE PROVISIONS OF THESE SPECIFICATIONS ARE MET. OTHER THE CONTRACTOR SHALL FOLLOW THE RECOMMENDATION OF THE GEOTECHNICAL ENGINEER WITH RESPECT TO SITE PREPARATION FOR THE BUILDING AND DRIVEWAYS. ALL ELEVATIONS SHOWN ARE AT THE EDGE OF PAVEMENT, SOD ALL SLOPES GREATER THAN 5:1. THE DEVELOPER IS RESPOSIBLE FOR ANY DAMAGE WITHIN ROAD AND DRAINAGE R/W AS A DIRECT RESULT OF NEW CONSTRUCTION. LEGEND STRUCT ID \ F.F.E. = FINISHED FLOOR ELEVATION zs,5o = PROPOSED ELEVATION M.E.o. = MATCH EXISTING GRADE COMMENTS = EXISTING ELEVATION x� FDOT TrPE C -�(1J� = DRAINAGE FLOW ARROW FNS. LR.c --- N M BIJSSEM - _-- = PROPOSED HIGH POINT SEE SHEET C6 = TRUNCATED DOME = PROPOSED PAVEMENT DRAINAGE STRUCTURE TABLE 4)1 f i SPEED LIMI t0 10 B BST G CABlE N \1 / •r "SITE DRAINAGE PLAN -PHASE 2 � C � c Y TS POLE W% vJ CROSS WALK \ TS BOX \\ C i STRUCT ID TYPE TOP/RIM EL. N lNV S INV E INV W INV SUMP EL. COMMENTS V- DS# FDOT TrPE C 6.00 --- --- 4.00 --- 3.50 SEE SHEET C6 (X I I Q W/GRATE M i w r- C] -t' 00 cy) oo FOR DETAIL w DS#2 FOOT TYPE G 8.00 5.10 5.10 5.10 5.10 4.60 SEE SHEET C6 C) 3 W/GRATE W V) I z' ( e r r Cy N FOR DETAIL D5#3 FOOT TYPE G F3.00 --- 5.20 5.20 --- 4.70 SEE SHEET C5 LLLpZ W/GRATE 'O sn w ( 1 U 0v :2 IZ LL 7 FOR DETAIL i FDOT TYPE F SEE SHEET C6 ,- DS#4 W/ GRATE 8.00 --- --- 5..30 5.30 4.80 FOR DETAIL W D5#5 FDOT TYPE G 8.00 --- 5.40 --- 5.40 4.90 SEE SHEET C6 (0 W/GRATE , FOR DETAIL DS#6 FDOT TYPE F 8.00 5.50 5.50 --- - --- 5.00 SEE SHEET C6 N W/ GRATE FOR DETAIL [L U5�#7 YPE G W/GRATE 8.00 5.40 --- --- 5.40 4.yp SEE SHEET C6 FOR DETAIL DS#8 # FDF TYPE F 8.00 --- --- 5.30 5.30 4.80 SEE SHEET C6 W/ GRATE FOR DETAIL DS#5 FDOT TYPE G 6.00 5.20 --- G 5.20 --- 4.70 SEE SHEET C6 i Q W/GRATE N M FOR DE7AlL US/� 10 FDOT TYPE C 6.80 5.60 --- 5.70 --- 5.10 SEE SHEET C6 W/GRATE FOR DETAIL DS 11 FDOT TYPE F 8.00 --- --- --- 5.40 4.90 SEE SHEET C6 W GRAS FOR DETAIL DS12 fDOT TYPE G 8.44 5.30 5.30 - 5.34 --- 4.80 SEE SHEET C6 W GRAT£ FOR DETAIL C -I DS13 FDOT TYPE F 8.00 5.35 5.35 --- ��- 4.85 SEE SHEET C6 W K, GRATE FOR DETAIL DS#14 FDOT Ty 8.00 5.40 --- 5.40 --- 4.90 SEE SHEET C6 W GRATE FOR DETAIL_. DS# 15 FDOT TYPE F 8.00--- ---- 5.45 5.45 4.95 SEE SHEET C6 W GRATE FOR DETAIL DS116 FDOT TYPE G 8.00 5.50 --- --- 5.50 5.00 SEE SHEET C6 W GRATE FOR DETAIL D517 FDOT TYPE F 8.00 5.45 I 5.45 --- --- i 4.95 I SEE SHEET C6 W GRATE FOR DETAIL 4)1 f i SPEED LIMI t0 10 B BST G CABlE N \1 / •r "SITE DRAINAGE PLAN -PHASE 2 � C � c Y TS POLE W% vJ CROSS WALK \ TS BOX \\ C i N P N a r� N r4 7N N O tc) i I r V- � j i V w (X I I Q > M i w r- C] -t' 00 cy) oo {.? w (No O cz l LLi �� e m C) 3 0 i I i W V) I z' ( e r r Cy N I gymm_ U.J CO CO 0 N 0(r -Lu CD L LLLpZ ^' 'O sn w ( 1 U 0v :2 IZ LL 7 i o w a , L UJ N o W � z a 75 a i Q n N M ;w H Z k Uj LSI tc) V- � j i V w (X I I Q > M i w r- C] -t' 00 cy) oo {.? I (No O cz l LLi �� ` m C) 3 0 i I i W V) /) V ( e r r Cy N I gymm_ U.J CO CO C:_ N 0(r -Lu CD L LLLpZ ^' Gi Om0 I CV ED ( 1 >�l 0v :2 IZ LL 7 i i LSI w V- J i V w Lu > M k w z I w w 0 i I i V) Mai, 1 I DESIGN BUILD web: maidesignbuild.Com email: info@maidesignbuild.com I Date: 0913-2011 Sheet Scale: AS SHWN J Drawn: SBC � �_� A { Checked: DTM H 0 75 15' 30' 60' Approved. DTM 5a of 15 1" = 30' Proj #: 2011-005 a d- io N N w go Q fm 0 c m d X v CL E fu ro A Ln CD 0 0 N .q k- NOTE: TREE TO BE PLACED AT SAME GRADE IT GREW AT NURSERY. REMOVE ENOUGH WHOLE BRANCHES AND TWIGS (NOT ALL END TIPS) TO REDUC FOLIAGE BY 1/3 DO NOT CUT LEADER 6" EARTH SAUCER IT OF ATTACHMENT L TO 2/3 HEIGHT tEE DIA. RUBBER HOSE ?ANDS x!12 4NIZED WIRE ',ING TAPE N. MULCH ARED SOIL MIXTURE 'TURBED SOIL TREE PLANTING DETAIL N.T.S. LIMITS OF SOD (TYPICAL) I yLIMITS OF SOD (TYPICAL) 4" MIN. OF MULCH TIE WITH HEMP Nr_y WRAP TREE AT CORD. — APPROX. 1/3 HEIGHT r. WITH 5 LAYERS OF 3 2"X4" W00 BURLAP. WIRE 3 STAKES. WOOD CLEATS TO uj TRUNK FOR SUPPORT Z FOR WOOD BRACES. ;. rSTAKE PAD .,.. .w■+r,_ t F.G. EXISTING SUBSOIL LOOSENED EXISTING - I, i lI I liTil Viii i iTiT:.!iiii ii SUBGRADE PALM PLANTING DETAIL N.T.S. IIIIIIIIIIIIIt�� t111p111t111p11111_ 1� Off` • •, TOP 1BELOW REMOVE TOP 1/3 OF BURLAP 5M. VWX PREPARED SOIL MIXTURE MOUND UNDISTURBED SOIL NOTE::1 1 BE PLACED AT SAME GRAIT GREW AT NURSERY. SHRUB PLANTING DETAIL FND. 5/8" I.R.C. BUSSEN ENG. IRRIGAMON NOTES: AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM IS TO BE PROVIDED THAT WILL PROVIDE 100% COVERAGE OF ALL PLANTING AND LAWN AREAS. SOURCE OF WATER WILL BE VIA CONNECTION TO RE -USE WATER MAIN CONNECTION LOCATED ON-SITE. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR AUTOMATIC IRRIGATION SYSTEM CONSTRUCTION SHOWING DESIGN LAYOUT & COMPONENTS. IRRIGATION SYSTEM DESIGN SHALL MEET THE LATEST EDITION OF THE CITY OF CAPE CANAVERAL LANDSCAPING REGULATIONS. IRRIGATION SYSTEM SHALL BE EQUIPPED WITH A RAIN SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION CYCLE WHEN ADEQUATE RAINFALL HAS OCCURRED. PLANTING NOTES 1. ALL PROPOSED TREES SHALL BE GRADED FLORIDA FANCY, ALL OTHER PLANT MATERIAL (SHRUBS AND GROUNDCOVERS) SHALL BE GRADED FLORIDA NO.1 OR BETTER AS OUTLINED UNDER GRADES AND STANDARD FOR NURSERY PLANTS, STATE PLANT BOARD OF FLORIDA, UNLESS OTHERWISE NOTED. 2. SOIL USED FOR PLANTING (PLANTING MIX) SHALL CONSIST OF 609' PEAT HUMUS, 309 WOOD CHIPS (PINE BARK PASSING THROUGH 3/4" SCREEN) AND SAWDUST, 10% SAND, AND 2LB. STARTER FERTILIZER PER CUBIC YARD. SOIL MIXTURE USED TO BACK FILL PLANTING PITS SHALL CONSIST OF TWO PARTS EXISTING TOP -SOIL FROM ON-SITE AND ONE PART PREPARED PLANTING MIX (SEE ABOVE). DOLOMITE SHALL BE USED AS NEEDED TO CORRECT SOI pH TO 6.0-6.5. 3. PLANTS SHALL BE ARRANGED IN BEDS USING TRIANGULAR SPACING. 4. PLANT FERTILIZER SHALL BE AGRIFORM 21 GRAM TABLETS, SLOW RELEASE, 20-10-5 ANALYSIS OR APPROVED EQUAL. RATES OF APPLICATION SHALL BE AS RECOMMENDED BY MANUFACTURER. 5. STARTER FERTILIZER SHALL BE 6-6-6, 1009 ORGANIC, WITH MINOR ELEMENTS. THIS FERTILIZER SHALL HAVE 40-50%. OF ITS TOTAL NITROGEN IN A WATER -INSOLUBLE FORM. 6. LAWN AREAS SHALL BE TREATED WITH FERTILIZER APPLIED AT A RATE OF TWENTY (20) POUNDS PER 1000 SQUAR FEET. 7. ALL PLANT BEDS SHALL BE TOP DRESSED WITH 3" MIN. SHREDDED MELALEUCA BARK OR CYPRESS BARK MULCH. 8. METHODS OF TREE STAKING INDICATED ON THE DRAWINGS ARE SUGGESTIONS ONLY. THE LANDSCAPE CONTRACTO SHALL USE WHATEVER METHOD HE DEEMS FIT, HOWEVER, HE WILL BE HELD LIABLE FOR ANY DAMAGES CAUSED TOTREES BY IMPROPER STAKING METHODS, (OR ABSENCE OF STAKING) AND IS RESPONSIBLE FOR UPRIGHTING AN REPLANTING TREES WHICH ARE BLOWN OVER, 9. IN THE EVENT OF A DISCREPANCY BETWEEN DRAWINGS AND PLANT SCHEDULE, THE DRAWINGS SHALL PREVAIL. 10. LANDSCAPING SHALL NOT BE LOCATED WITHIN 3 FEET OF FIRE HYDRANT. PLANT SCHEDULE SYMBOL M SCIENTIFIC NAME COMMON NAME 517E /SP�i./ REMARKS LAIIE 11 MEDIU11 SHADE ]BEES 29 QUERCUS VIRGINIANA LIVE OAK 10' HGT., 3" DBH., 30 GAL. ` FLORIDA FANCY A 25 LAGERSTROEMIA INDICA CREPE MYRTLE 6' HGT., 2" DBH., 30 GAL B FLORIDA FANCY PALM IREES 6 SABAL PALMETTO CABBAGE PALMS MIN. 6' HGT., B.R. FLORIDA FANCY GROUNDCOYERS gRti 1'e 0' q'���gF. 59 �G NATIVE LARGE TREE SOD STENOTAPHRUM SECUNDATUM FLORATAM ST AUGUSTINE **FULL COVERAGE, QTY. BY CONTRACTOR. NATIVE GRASS SHRUBS Q236 LYONIA LUCIDA FETTERBUSH 3 GAL., 24"-30" HGT., 24"w., 36" O.C. NATIVE SHRUB PUERTO DEL RIO PHASE 3A O.R.B. 5619, PG. 6509 NOTE: EXISTING WELL SHALL REMAIN IN PLACE. CONTRACTOR SHALL CONNECT WELL TO WATER LEVEL MAINTAINING SYSTEM FOR THE WATER FEATURES OF THE MINI GOLF COURSES. SDI TOP V 0.5'X2' WEIR L.=6.: A" PVC INV. EL. h.E 15" R.C.P. EL.=3. 6 FND. 5/8" DIETHORN ASPHALT DRIVEWAY \ �� ENTRANCE \ ti STOP SIGN \ \ \ \ATZz\ FND. 1/2" I.R.C. \ NO ID. 7.50' WEST \ G WITNESS POINT SDI \ \ ON LOT LINE hFG f \ FQ PHONE BOOTH) \ \ \ A Bmss\ / 1 c \ l FIRE HYDRANT TAX PARCEL 826 j1 < / auk` r a` \ \ \ \ 9F Y4 B '`, L �6s\\ \ \� A%i 1\� STOP IGN SID ,; , L/ A 1 1 B t . B // t 1, s ,\1t,I 6• y. y �& Y Y� ASPHALT `1 6 .o r. s tJ I uj 17X"IN \ Z vI/ PO. s ;. LL, BOX 00 w !`.1 D O I. i I o V + U Q o C00 '5 00 co z U "j to o vti w U Lu U)u-NN L z L a' co Z Q;-7, Lu ceaLu p Lei- q Z ` Vim© � LE 0- a) w U H W 0 u o T-4. FF- �& Y Y� ASPHALT v�'�\,12F /\ CL Lu s tJ I uj 17X"IN \ Z vI/ PO. s ;. LL, BOX 00 SIGN !`.1 D O I. i V + U Q o C00 '5 00 co oi ��M U "j to o U Lf) 1_0 U Lu U)u-NN L r L a' co Z Q;-7, Lu 0 p Lei- q Z ` Vim© � LE 0- a) v�'�\,12F /\ TS BOX- (00 OX- i i Z W I f W i L— i /\ SITE LANDSCAPE PLAN web: maidesignbLlild.com _ 1" = 30' email: info@maidesignbuild.com Date: 09.13-2011 r Sheet Scale: AS SHWN Drawn: WAA Checked: DTM' 0 7.5' 15' 30' 60' Approved, DTM of 15 1" = 30' ", Proj #: 2011.005 CL I s } \, I uj 17X"IN \ vI/ PO. s BOX SIGN W TS BOX- (00 OX- i i Z W I f W i L— i /\ SITE LANDSCAPE PLAN web: maidesignbLlild.com _ 1" = 30' email: info@maidesignbuild.com Date: 09.13-2011 r Sheet Scale: AS SHWN Drawn: WAA Checked: DTM' 0 7.5' 15' 30' 60' Approved, DTM of 15 1" = 30' ", Proj #: 2011.005 A T�, r� �5' ILn �yi @ I5 5-�' 10, h. '' 120 " d it31 „ 4 011111, � A ` n N/ 22'30' �12" - V NOTE: For typical asphalt °" parking lots, the logo NOTE: Fort typical asphalt striping shall be white, p for concrete the striping parking lots, the traffic color shall be white, with arrow striping shall be a blue background, white, TRAFFIC DIRECTIONAL HANDICAP PARKING ARROW DETAIL LGA DETAIL N.T.S. DO NOT SCALE STEEL GRATE 'USF 8508' TOP SKIMMER EL. - 5.50 GRATE EL = 8.00 4" WHITE STRIPE HANDICAP PARKING DETAIL N.T.S. Al NOTE: STEEL GRATES CHAIN GRATES 'USF 8849' TO INLETS ,—PROVIDE 3/4' THICK NEOPRENE GASKET BETWEEN CONCRETE BOXES. SECURE BOXES TOGETHER WITH (8) 3/4" DIA STAINLESS STEEL THRU BOLTS, } A. NUTS &WASHERS. INV. EL. - 4.50 24*x24" BOTT. SKIMMER EL. 4.00 OPENING N EACH INLET 4" 0 PVC TEE CAPPED AT EACH END 2.75" DIA' Filter Fabric FASTENED TEE TO INLET BOX AT ORIFICE ORIFICE PROVIDE 1'0 HOLE ON TOP CAP AND 2.75"0 HOLE ON BOTTOM CAP PROPOSED �r�..�..,.f . 14"X23" PROPOSED PIPE INV. EL 3.75 ERCP INLET BOTT. EL. = 3.00 TYPE "E" FDOT PRECAST SEC'nON TYPE 'H" FDOT PRECAST CONCRETE BOX INLET CONCRETE BOX INLET 2 1/2" MIN. 1" MIN. 1' MIN. 1/2" 0 GALV. EXP. ANCH. 5/18" ALUMINUM 2 PER BRACKET PLATE SKIMMER 9/16" x 1" SLOTTED Y 6" TYP. TYP. SKIMMER DETAIL PROPOSED 3 ERCP " 2.75' DIA ORIFICE— INV. EL. -4.50 PROVIDE 3/4" THICK NEOPRENE GASKET BETWEEN CONCRETE BOXES. SECURE BOXES TOGETHER WITH (8) 3/4" DIA STAINLESS STEEL THRU BOLTS, NUTS & WASHERS. B -� PLAN CONTROL STRUCTURE DETAIL N.T.S. A' -92' Ali 'N — �I II II, �II 6„ II g 4 "�7 � d h .II to - - "G" areas subject to heavy wheel loads where areas debris Is minimal and is subject to pedes- 2. II — °�� trion and/or bicycle traffic. N olt- Eye Bolt-- See Index 201 See PLAN B 4'-10" Decking 441' To Edges To Rodlu ��—Ti m T�L 04 8tirs 1 12"11 Ctrr Lifting Loop �ye Bolt #ee Index 2( (22 Spaces alg 1 5 x 3¢ x { 11 23 Bars " 5'-4 =e r'7 &' - - 4'-10" 4 "�7 � d I 1 _ A to - PLAN B 4'-10" Decking 441' To Edges To Rodlu ��—Ti m T�L 04 8tirs 1 12"11 Ctrr Lifting Loop �ye Bolt #ee Index 2( (22 Spaces alg 1 5 x 3¢ x { 11 23 Bars " 5'-4 =e r'7 &' - - I/ ,V ! IL I 1 _ A Tool Edges To Radius SHALL BE q�LOWED AS AN ALTERNATE. - "G" areas subject to heavy wheel loads where areas debris Is minimal and is subject to pedes- 2. A °�� trion and/or bicycle traffic. N olt- Eye Bolt-- See Index 201 See 12" 12" I II 10 STRAIGHT PARS 3" x 1/4°, RLTICULINE BARS 2" x 3/16" II 1 N— a roc N TYPE G INLET DETAIL structure bottoms, Index 200. The inlet and bottom combinations are to be paid for under the N background with white reflective contract unit price for inlets (DT Bot) m �� l�Exa-v)c (Type F (or G)) (J eat, Depth), Ea. .0+ c n oN E a HI 2" 2. Bottom portion shall have a o, 2 r, y w� { 1 0-11 #4 Bar 0 12 61 � 4 u 1 I a c W U Q I` HOT DIPPED GALVANIZED e i omo U M N m SQUARE POST Uw -� y, —rte IJ SECTION CC 5 x 3,' x 1g C d SECTION DD STEEL GRATE 5" Steel Decking, Weight 630 Lbs. Main Bars" x Intermediate Bard}° I" Reticuline Bq,�"s 1y'x 6 5'-4 =e r'7 &' - - L LT _ II II 2" Clear m° 2° Cleaj "Ct11 rs. l 6 II `A X a _ A Tool Edges To Radius SHALL BE q�LOWED AS AN ALTERNATE. - "G" areas subject to heavy wheel loads where areas debris Is minimal and is subject to pedes- 2. A h trion and/or bicycle traffic. N olt- Eye Bolt-- See Index 201 See 12" 12" I II 10 STRAIGHT PARS 3" x 1/4°, RLTICULINE BARS 2" x 3/16" II 1 N— a roc N TYPE G INLET DETAIL structure bottoms, Index 200. The inlet and bottom combinations are to be paid for under the N background with white reflective contract unit price for inlets (DT Bot) m �� l�Exa-v)c (Type F (or G)) (J eat, Depth), Ea. .0+ c n oN E a HI 2" 2. Bottom portion shall have a o, 2 r, y w� { 1�1 black opaque legend and border. #4 Bar 0 12 trs. � 4 u 1 I a c W U Q +. N Ii HOT DIPPED GALVANIZED e i omo U M N m SQUARE POST Uw -� SIDEWALK OR NATURAL GRADE —rte IJ PROVIDE 24"x24" OPENING IN EACH INLET v rn LU I=0 a Q v i CL 0 i` V 10 I i� BOTTOM OF BASE QRNc QQ D 2 The Contractor shall furnish and install coarse aggregate on filter fabric. The coarse aggregate shall be placed in 6 inch lifts and compacted sufficiently as to be firm and unyielding. The coarse aggregate shall be gravel or stone meeting the requirements of Section 901-2 or 901-3 respectively. The gradation shall meet Section 901-6, Grades 4, 467, 5, 56, or 57 unless restricted in the plans. The filter fabric shall be Type D-3 (See Index 199). �3x3xj' �" 3-0• 5� ool Edges To Radival m, 2" Clear 2" Clea A15* _21 I N 2" Clea it IIS z3 x 3 x )b �12 J�I�« STEEL GRATE Steel Grating, Straight Bars 3';" SECTION BB Reticuline Bars 2"!' 4'-0" , �-Tnnl Fd-, T. 4 Rndiir!>'-1�. - - =e r'7 �l &' - - L LT _ II II 2" Clear m° 2° Cleaj "Ct11 rs. l 6 II O � ' 0fut,� ';-0 E 2.13 0x 79 E caia°�.�Sa X a _ A s, medians, pavement areas, o r other SHALL BE q�LOWED AS AN ALTERNATE. - "G" areas subject to heavy wheel loads where areas debris Is minimal and is subject to pedes- 2. A SECTION AA- #4 Bars 0 12" Ctrs. SECTION AA #4 ears 12" Ctrs. SECTION B - w —= - =e r'7 6" NOTES: 4'-0" a" PRECAST TYPE "F" INLET PER FDOT INDEX #201 A s, medians, pavement areas, o r other SHALL BE q�LOWED AS AN ALTERNATE. - "G" areas subject to heavy wheel loads where areas debris Is minimal and is subject to pedes- 2. A h trion and/or bicycle traffic. N olt- Eye Bolt-- See Index 201 See 2. When alternate G grate is specified in plans, the grate Is to be hot dipped golva- 3. PROVIDE TRAFFIC BEARING GRATE. STEEL GRATING, STANDARDS" FOR ADDITIONAL INFORMATION. nized after fabrication. STRAIGHT PARS 3" x 1/4°, RLTICULINE BARS 2" x 3/16" 1 shall have a reflective blue TYPE G INLET DETAIL structure bottoms, Index 200. The inlet and bottom combinations are to be paid for under the 41L SECTION AA #4 ears 12" Ctrs. SECTION BB FLAN B " Fla. DOT Handicap NOTES: STRIP SET 1/8" BELOW TOP OF MARK GENERAL NOTES 1, These Inlets are designed for use In 1. PRECAST TYPE "F" INLET PER FDOT INDEX #201 NOTES: s, medians, pavement areas, o r other SHALL BE q�LOWED AS AN ALTERNATE. - "G" areas subject to heavy wheel loads where areas debris Is minimal and is subject to pedes- 2. REFER TO F.R.O.T. "ROADWAY AND TRAFFIC DESIGN 1. PRECAST TYPE INLET PER FDOT INDEX #201 trion and/or bicycle traffic. STANDARDS" FOR ADDITIONAL INFORMATION. SHALL BE ALLOWED AS AN ALTERNATE. 2. REFER TO F.D.O.T. ROADWAY AND TRAFFIC DESIGN 2. When alternate G grate is specified in plans, the grate Is to be hot dipped golva- 3. PROVIDE TRAFFIC BEARING GRATE. STEEL GRATING, STANDARDS" FOR ADDITIONAL INFORMATION. nized after fabrication. STRAIGHT PARS 3" x 1/4°, RLTICULINE BARS 2" x 3/16" 3. These inlets may be used with Alt. B shall have a reflective blue TYPE G INLET DETAIL structure bottoms, Index 200. The inlet and bottom combinations are to be paid for under the TYPE 'F' INLET DETAIL background with white reflective contract unit price for inlets (DT Bot) N.T.S. (Type F (or G)) (J eat, Depth), Ea. N.T.S. 30" x 30" ENG. GRADE REFLECTIVE SHEETING MOUNTED ON POST W/BOLTS 14'x31/2"x3lb/ft a HOT DIPPED GALV. 0 U -CHANNEL POST ¢ 0 BOLT ON 1/8" THICK HOT DIPPED r. GALV• TRAPEZOID ANCHOR AND BEND TO APPROX. 45 DEGREES NATURAL GRADE TOP VIEW ew `P-�- se t0 F7 SO 4D 6" 00 I �„ STOP SIGNAGE FRONT VIEW FRONT VIEW DO NOT SCALE HANDICAP SIGNAGE DO NOT SCALE COARSE AGGREGATE ELLIPTICAL PIPE REINFORCEMENT UNDER DRIVEWAY ENTRANCE FOR WIDTH OF DRIVE INCLUDING SHOULDERS PER FDOT INDEX #205 N.T.S. E;,2 N d` 0 N T o o ` -.�_�x�� LS - O NIC IIII � :2 PLAN 1zI ` 7d�-- F�1 „ 8,20 c N Approx. Weight 235 Lbs. n N o 5„ 51, Grate 2" CI, Eye Bolt See Index 201 1,�w v ~N m mi Bars 0 m 12" Ctrs. SECTION Recommended Maximum Pipe Size: Straight Bars 2")J' 2'-0" Wall -18" Pipe Reticuline Bars 1T "x Tg 3'-1" Wall -24" Pipe Bonds 11"x " Approx. Weight 100 Lbs. NOTES: 1. PRECAST TYPE "C" INLET PER FDOT INDEX #201 SHALL BE ALLOWED AS AN ALTERNATE, 2, REFER TO F.D.O.T. "ROADWAY AND TRAFFIC DESIGN STANDARDS" FOR ADDITIONAL INFORMATION. TYPE 'C' INLET DETAIL N.T.S. in F2 V � s �o 4 t° z2 PLAN x� c v�ar� 3 ^�� 5j„ I 5„ r Grate 41_ 2" Cl. i Eye Bolt See Index 201 U N —� #4 Bars 0 ---------- 12" Ctrs. SECTION Recommended Maximum Pipe Size: 4'-1" Wail -36" Pipe 3'--1" Wall -24" Pipe NOTES: ALL CROSS WALK MARKINGS SHALL BE THERMOPLASTIC WHITE PAINT. DRIVEWAYCROSSWALKDETAIL 8" BASE COURSE LIMEROCK. SEE DETAIL THIS SHEET 6" FIBREMESH CONCRETE, SEE DETAIL THIS SHEET 0 a v NEW OR EXISTING ASPHALT BASE COURSE LIMEROCK, SEE DETAIL THIS SHEET 94" 94' 24' `SUBGRADE, SEE DETAIL THIS SHEET CONCRETE TO ASPHALT IRAN_ SITION DETAIL --- N.T.S. 8" BASE COURSE LIMEROCK, COMPACTED TO 98% OF THE MODIFIED PROCTOR MAXIMUM DENSITY, AASHTO T-180 , LBR = 100 CONCRETE SIDEWALK 6" FIBREMESH CONCRETE, SCORE MARK AT 8' 3000 PSI, SAWCUT AT MAX. SPACING 1" TOOLED EDGE (TYP) MIN. OF 15'-0" 0. C. TOOLED EDGE (TYP)4 4 ' 1Ti-ITS--1U lWM I I �I I I-TI=1 - PC, I Fla. DOT Handicap —1 STRIP SET 1/8" BELOW TOP OF MARK PARKING BY i I Parking Standard QISABL ERMIEO Sign No, #FTP -25 a1Lr (12'x15" Size) M0LATomi Bloc rlNe 1. Top portion of FTP 25 & 26 shall have a reflective blue background with white reflective symbol and border, v L 2. Bottom portion shall have a o, reflective white background with S Z black opaque legend and border. (L 1 I a c W U Q 14 GA. x 2" ALL -PUNCHED HOT DIPPED GALVANIZED SQUARE POST SIDEWALK OR NATURAL GRADE HANDICAP SIGNAGE DO NOT SCALE COARSE AGGREGATE ELLIPTICAL PIPE REINFORCEMENT UNDER DRIVEWAY ENTRANCE FOR WIDTH OF DRIVE INCLUDING SHOULDERS PER FDOT INDEX #205 N.T.S. E;,2 N d` 0 N T o o ` -.�_�x�� LS - O NIC IIII � :2 PLAN 1zI ` 7d�-- F�1 „ 8,20 c N Approx. Weight 235 Lbs. n N o 5„ 51, Grate 2" CI, Eye Bolt See Index 201 1,�w v ~N m mi Bars 0 m 12" Ctrs. SECTION Recommended Maximum Pipe Size: Straight Bars 2")J' 2'-0" Wall -18" Pipe Reticuline Bars 1T "x Tg 3'-1" Wall -24" Pipe Bonds 11"x " Approx. Weight 100 Lbs. NOTES: 1. PRECAST TYPE "C" INLET PER FDOT INDEX #201 SHALL BE ALLOWED AS AN ALTERNATE, 2, REFER TO F.D.O.T. "ROADWAY AND TRAFFIC DESIGN STANDARDS" FOR ADDITIONAL INFORMATION. TYPE 'C' INLET DETAIL N.T.S. in F2 V � s �o 4 t° z2 PLAN x� c v�ar� 3 ^�� 5j„ I 5„ r Grate 41_ 2" Cl. i Eye Bolt See Index 201 U N —� #4 Bars 0 ---------- 12" Ctrs. SECTION Recommended Maximum Pipe Size: 4'-1" Wail -36" Pipe 3'--1" Wall -24" Pipe NOTES: ALL CROSS WALK MARKINGS SHALL BE THERMOPLASTIC WHITE PAINT. DRIVEWAYCROSSWALKDETAIL 8" BASE COURSE LIMEROCK. SEE DETAIL THIS SHEET 6" FIBREMESH CONCRETE, SEE DETAIL THIS SHEET 0 a v NEW OR EXISTING ASPHALT BASE COURSE LIMEROCK, SEE DETAIL THIS SHEET 94" 94' 24' `SUBGRADE, SEE DETAIL THIS SHEET CONCRETE TO ASPHALT IRAN_ SITION DETAIL --- N.T.S. 8" BASE COURSE LIMEROCK, COMPACTED TO 98% OF THE MODIFIED PROCTOR MAXIMUM DENSITY, AASHTO T-180 , LBR = 100 CONCRETE SIDEWALK 6" FIBREMESH CONCRETE, SCORE MARK AT 8' 3000 PSI, SAWCUT AT MAX. SPACING 1" TOOLED EDGE (TYP) MIN. OF 15'-0" 0. C. TOOLED EDGE (TYP)4 4 ' 1Ti-ITS--1U lWM I I �I I I-TI=1 - PC, I EXPANSION JOINT, 1/4" PREMOLDED ASPHALT —1 STRIP SET 1/8" BELOW TOP OF MARK rr�r�rarV}.}�}arVWV, tAVI lrarara}arrrara}a}A}aa ra}ar�gararA�lAwavariv irariraririraWAV.W i ra}a}aaaa}a}a}aa.�- ,ra}a}a}a}a}a}a}i}a}aW �rarara}arara}ararara� ra}a}ar0000aarar� .1AWAV Wrarararararrral , rWAWAAWrarararVAAWA WIM :r�rararrrrrrrz� •„ a SI 1. PRECAST TYPE "D" INLET PER FDOT INDEX #201 SHALL BE ALLOWED AS AN ALTERNATE. 2. REFER TO F.D.O.T. "ROADWAY AND TRAFFIC DESIGN STANDARDS" FOR ADDITIONAL INFORMATION. TYPE 'D' INLET DETAIL N.T.S. ON—SITE SIDEWALK DETAIL N.T.S. 3000 PSI Q 2± FIBERGLASS SCORE MARK REINFORCED CONCRETE AT 5' MAX. SIDEWALK SPACING 1" TOOLED EDGE (TYP) 2#5 REBAR TOOLED EDGE DRIVEWAY - (TYP) -»- Ill- Ill-111=111.-111*lli 111 -III lll- I ll1�Ll�l1F III I LI-.��I I I -III -III -I I I I -I 11=11 I I I I I -III I I I� I I-' � � I Im1TfmRi�.Tf r1T� „iTi�Tf.�Tll. ,1111�iff�7T EXPANSION JOINT, 1/4" PREMOLDED ASPHALT STRIP SET 1/8" BELOW TOP OF MARK SPACED 20' O,C, MAX. WIDTH VARIES - SEE PLANS T���1I 6 III—I n 4a ---__ 611 lIl1111 11=1 I 1=1 1174 -111111 111-1 111 -1I1 -III -1I1 -1I1 -1I1 1II 1I1 -III X111 -III -III -III -III -111 -III -III_ CONCRETE SIDEWALK DETAIL FOR RIGHT—OF—WAY AREA N.T.S. /S I I—III t i l III 11 1—III—III—I � I—III I I I- -1 111 I I=1 I I I TTI I III E 11=1TI I I NATURAL SUBGRADE COMPACTION PER STANDARD SPECIFICATIONS 160-2, LBR=40 NOTE: CONTRACTOR SHALL PROVIDE JOINTS IN CONCRETE PAVEMENT IN BOTH LONGITUDINAL AND TRAVERSE DIRECTIONS. MAXIMUM SPACING SHALL BE 15 FEET, UNLESS NOTED OTHERWISE CONTRACTION JOINTS SHALL BE BETWEEN 1/3 OF PAVEMENT THICKNESS. CONCRETE PAVEMENT DETAIL N.T.S. 3,000 psi CONCRETE, COMPRESSIVE STRENGTH Cay 28 DAYS 7' WIDE CONCRETE SIDEWALK =III I- I I I—III 111— -III—I I I�I I =1 SIDEWALK PAVEMENT DETAIL - N.T.S. ^ Sod J ', T -1 see slpD. far/os ��. haatltme h F cb &ea licgfuon N.T.S. LLI O N O N **7 10 Q N N �D 4 N N i I I j i W Z 1 I a Q tJ ULU w s z a 1 j e - a v LL !� 1I N M Z -ASPHALTIC CONCRETE SURFACE, TYPE S-111(MIN. 1000 PSI MARSHALL) BASE COURSE LIMEROCK, CEMENTED COQUINA OR SOIL CEMENT BASE LIMEROCK & CEMENTED COQUINA, LBR = 100, 987 TO AASHTO T-180, SOIL CEMENT -LBR 96% AASHTO T-134 COMPACTION LU A I LU C� rqi00 � � C ; III -III -1-1, I o i "� 1-1 �-III�1 -1 -I I -III -III -III -1 -I -I ISI I- C i 1-III-III-III-III-III=III-III-III=III-III-III-III-11 1, � ti � 'n 00 12" TYPE B STABILIZED SUB- GRADE LBR = 40 s .� 04 M N M 000 C0 (=) I (0 LLl c s ('7 co I 'CIC I 4-1q U) — LL0 LL0 NOTE: - 3-- Ol F.: C) ALL IMPORTED FILL UNDER THE BUILDING AND PAVED AREAS V Q) W f!) r SHALL BE COMPACTED TO A MINIMUM OF 98% MAXIMUM DENSITY.I L H Q Z Ce7 . I; ; w STANDARD PAVEMENT DETAIL G (3)' Q .__I N.T.S. C,4 w � C-4 ME 0- Li 1 1/2" FC -12.5 WITH RUBBER, SINGLE LIFT $ 3" STRUCTURAL SP -12.5 ASPHALT 2 LIFTS OF 1 1/2" EACH \ Q i LL -I-I I -III -i i 111-11-I 11=1 I I -III -I 11- I I I III " III-1Tf-l�T-III III -III -III -ll -I I I_I I I -I I I_I I I_I I h r I I I=1 I ISI -1 I I-1 I-1 I I-1 11-1 I hI-1 V BASE COURSE LIMEROCK, COMPACTED TO 98% (•+ W OF THE MODIFIED PROCTOR MAXIMUM DENSITY, AASHTO T-180 , LBR = 100, 2 LIFTS OF 5" EACH =W PRIME LIMEROCK PER FDOT SPECIFICATIONS +C in ! / —NATURAL SUBGRADE COMPACTION PER STANDARD SPECIFICATIONS 160-2, LBR=40 i LU I < ASPHALT PAVEMENT WITHIN t w FDOT RIGHT OF WAY DETAIL N. T. S. LU 7 2 I Or Round Corners Construction Joint Permitte� Concrete Slab, 3" Thick, Reinforce 'N Sod/ With WWF 6x6-W1.4xWt4 TOP VIEW -SINGLE PIPE s: r i ■ ;' Concrete ConnectorConstruction Joint Permitted I o= Pipe So Ditch Graj/ 77777 7 ds I I Z 2' _ Not Less Than - r o I No Pipe Joint Permitted 6 ! DESIGN BUILD , Unless Approved B The Engineer �'-- r. j E 3' 2' Sod Paid For As Pipe Culvert F Pie To Be Included Under Unit Price For Mitered End Section) --------- SECTION web: maidesignbuild.Gom *Slope: email: info@maidesignbuild.com To Major Axis For Pipes 24" x 38" And Smaller. C 2:1 For Pipes 29"!45 And Larger. i ,.. _. ..._.. _1 _...... .,._...,, .1 Date: 09-13-2011 Sheet Scale: AS SHWN MITERED END DETAIL N.T.S. ' Drawn: WAA Checked: DTM Approved DTM':, of 15': ' PFO] #; 2011-005 LOT 1 LOT 2 LOT 3 LOT 4 SENER I r 5`� I �� I b`� WATER I WATER I MAX. I� WjT2 MAX.,,,_W W STREET - - -- - S S -_ S S - TYPICAL LOT SERVICE LINE LOCATION NTS RES. SEAT GATEVALVE 90' BEND (FL x FL)- 1' TYP, 2" COPPER SERVICE LINE] ( BY-PASS) FlGRADED \ y TYPE "K" COPPER SERVICE CORPORATION STOP BRONZE SADDLE c TURBINE METER AND STRAINER CONTRACTOR TO SUPPLY SPOOL PIECE DURING TESTING. rrrir�iwiirrrrrrrrrrrr� COVER RE -USE OR WATER MAIN TYPICAL SERVICE LINE NTS RES. SEAT GATEVALVE BACK FLOW PREVENTER POTABLE WATER PLASTIC METER BOX (EXAMPLE: DEXOL PLASTICS, MODEL No. DX1419-12CIR) RES. SEAT GATEVALVE 90' BEND (FL x FL) �� _ -{ 1' TYP. REDUCER 4" 12" MIN. (FL x FL) 24" MAX. / 6" 4" x 3" TEE (FL x FL) FL x PE DIP NIPPLE (WITH BLIND FLANGE) FL x PE DIP NIPPLE o CONC. PAD 6' THICK, WIDTH TO BE \ 2" COPPER SERVICE LINE ( BY-PASS) U.F. #14 INSULATED DETERMINED BY THE SIZE OF PIPE, U.F. #14 INSULATED COPPER WIRE (18' ON EITHER SIDE OF PIPE) AND COPPER WIRE LENGTH TO BE DETERMINED BY 90' BEND (MJ x MJ) FIRELINE STATION LENGTH. (WITH MEGA LUGS) 90' BEND (MJ X MJ) ;r (WITH MEGA LUGS) 'A NOTE: 1. ASSEMBLY IS TO BE PAINTED 3. ALTHREAD ROD WILL NOT BE PERMITTED. RUST -0 -THANE NO. 9407-1854 (BLUE) 4. DIP WILL HAVE 6 MIL POLY WRAP TO GRADE 2. ALL ABOVE GROUND BOLTS AND 5• NO SPOOL PIECES ALLOWED BETWEEN 90 ELS NUTS TO BE #304 STAINLESS STEEL. 3" AND 4" METER W/ BACKFLOW PREVENTER ABOVE GROUND INSTALLATION NTS RES, SEAT RISING STEM VALVE DOUBLE DETECTOR CHECK VALVE RES. SEAT RISING STEM VALVE 90' BEND (FL x FL) FLOW 90' BEND (FL x FL) --I 1' TYP. r 12" MIT N 'I 1, TYP. I 24"MAX FGRADE ` CONC. PAD 6" THICK, WIDTH TO BE FL x PE DIP NIPPLE DETERMINED BY THE SIZE OF PIPE: (18" ON EITHER SIDE OF PIPE) AND LENGTH 90' BEND (MJ x MJ) FL x PE DIP NIPPLE TO BE DETERMINED BY FIRELINE STATION LENGTH. (WITH MEGA LUGS) U.F. E14 INSULATED COPPER WIRE \. .,�. 90' BEND (MJ x MJ) (WITH MEGA LUGS) qjty U.F. #14 INSULATED NOTES: 3. ASSEMBLY TO BE PAINTED COPPER WIRE 1. ALTHREAD ROD WILL NOT BE RUST -0 -THANE RED NO. 9405-1611 PERMITTED. 4. ALL ABOVE GROUND BOLTS AND 2. SIAMESE CONNECTIONS WILL NOT NUTS TO BE #304 STAINLESS STEEL. BE PERMITTED ON ABOVE 5. DIP WILL HAVE 6 MIL POLY WRAP TO GRADE GROUND PIPING. 6, NO SPOOL PIECES ALLOWED BETWEEN 90 ELS DOUBLE DETECTOR CHECK VALVE NTS SANITARY HAZARDS (SANITARY SEWER, FORCE MAIN & STORM SEWER) DUCTILE IRON WATER OR REUSE MAIN 5' (MIN) -� 10' -*� - 10'-1 SANITARY HAZARD 1B" OR LESS 10' (MIN.) _ (SANITARY SEWER, FORCE MAIN, STORM SEWER, RE -USE OR WATER) 18" OR LESS 5' (MIN) (� 1O' 10 - ( DUCTILE IRON WATER OR REUSE MAIN _ WATER MAIN VERTICAL CLEARANCE HORIZONTAL CLEARANCE NOTE: HORIZONTAL OTE:HORIZONTAL CLEARANCE AS SHOWN IN PARALLEL INSTALLATION ARE FOR PVC PIPE ONLY. IF CLEARANCE CAN NOT BE MAINTAINED DUCTILE IRON PIPE SHALL BE INSTALLED IN ACCORDANCE WITH "RECOMMENDED STANDARDS" FOR "WATER WORKS" (PER DER -1990- 17-610.470) OR LATEST REVISION, TYPICAL REQUIRED SEPARATION NTS RECLAIMED WATER PLASTIC METER BOX (EXAMPLE: DEXOL PLASTICS, MODEL No. DX1419-12CIR, WITH PURPLE PLASTIC TOP AND IRON FLIPPER LID) CURB STOP J `- METER TYPICAL POTABLE WATER WATER SERVICE CONNECTION NTS 24"x24"x4" CONCRETE PAD IF IN A GRASS AREA 4' EXTRA WIRE IN BOX- WIRE NUT OR ELECTRIC TAPE WORD WATER ON COVER FINISHED GRADE VALVE U.F. #14 WIRE ed 18"x18"x3" CONCRETE PAD NOTE: IF THE DEPTH OF THE VALVE NUT IS GREATER THAN 48" 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 HYDRANT TO BE PAINTED 0 THE FACTORY W/ RUSTOLEUM HIGH-PERFORMANCE EPDXY 9100 SYSTEM, COLOR #9143 YELLOW. NTS THRUST BLOCK NOTES 1.) WRAP ALL FITTINGS WITH POLYETHYLENE FILM BEFORE POURING THRUST BLOCK, MAKING CERTAIN TO KEEP CONCRETE AWAY FROM ALL BOLTS, GLANDS, AND FLANGES. 2.) THRUST 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 SPECIFICATIONS. 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.) LETTERPIPE 4 6 8 10 SIZE 12 16 20 A 1-1/2 2-3/4 5 7-1 4 10-1 4 18 27-1/2 B 22-1 2 3 1 --2 4 3- 4_ 7 11 B 45' 1 2-1T4 -3-3T4 5-1/2 8 1PH 21 C 2 4 7 11-1 4 14-1T2 -25--T14 39 THE FIGURES IN THIS TABLE REPRESENT AREA OF CONCRETE BLOCKING AGAINST THE VERTICAL TRENCH WALL OF UNDISTURBED EARTH IN SQUARE FEET AT 2000 P.S.F. SOIL BEARING CAPACITY. HYDRANT TO BE PLACED WITH 4 1/2" NOZZLE FACING THE ROAD 2'x 2'x 4" CONCRETE PAD 18" MIN. •7A" \IAV /'- VALVE BOX 3'X 3'x 12" CONCRETE COLLAR WITH 8 MIL POLYETHYLENE BETWEEN BARREL AND CONCRETE OF #14 INSULATED COPPER WIRE HYDRANT SHOE SHALL BE FUSION ~--- BONDED EPDXY COATED (6 MIL S THICKNESS MIN.) IN ACCORDANCE ; ), WITH AWWA-C-550 ° 9 THRUST BLOCK THRUST BLOCK NOTES: PIPE OR ANCHORING NIPPLE 1. CITY CREWS WILL APPLY FINISH COAT. A $25.00 FEE WILL 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) r ANCHORING TEE 2" THREADED NIPPLE (TYP. AS REQUIRED) 90' GALV. BEND (TYP. 2 PLCS.) 3/4" CURB STOP (SERVICE) 2"x3/4" GALV, TEE - 2" CORPORATION STOP (TYP. 2 PLCS.) U.F.#14 INSULATED-, COPPER WIRE REDUCER NTS CROSS + PLUG NTS •2" BRASS GATE VALVES (TYP. 2 PLCS.) y' B +I BEND NTS TEE + PLUG NTS TEE NTS DOUBLE CHECK BACKFLOW PREVENTER 2" THREADED GALV. UNION +� `2" GALV. PIPE FLOW / (TYP. AS REQUIRED) "xr!/ EXISTING CONCRETE PAD (TO BE REPLACED IF DISTURBED). Ill1dNEWr11111l EXISTING 2" SERVICE SADDLE VALVE (TYP. 2 PLCS.) PROPOSED PVC OR DIP \\-EXISTING DIP EXISTING �12" MIN.-\ \ CONCRETE PAD 24" MAX. U.F.#14 INSULATED COPPER WIRE 2" TEMPORARY JUMPER DETAIL 24"x24"x4" - CONCRETE PAD NTS WATER DISTRIBUTION NOTES 1. THE CONTRACTOR SHALL INSTALL ALL WATER MAINS AND APPURTENANCES IN ACCORDANCE WITH CITY OF COCOA WATER DEPARTMENT TECHNICAL PROVISIONS FOR CONSTRUCTION OF WATER DISTRIBUTION SYSTEMS, THE APPROVED PLANS AND STANDARD DETAIL SHEET. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DIVISION 24 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2. INSTALLATIONS AND HYDROSTATIC (PRESSURE AND LEAKAGE) TESTING OF WATER LINES SHALL BE IN ACCORDANCE WITH AWWA C605-94 FOR PVC PRESSURE PIPE, AND C600 FOR DUCTILE IRON PIPE. 3. CONNECTION OF THE NEW WATER LINE TO THE EXISTING 12" & 20" LINE TO BE DONE IN THE PRESENCE OF THE CITY OF COCOA WATER DEPARTMENT REPRESENTATIVE. THE CITY OF COCOA UTILITES WATER DEPARTMENT TO BE NOTIFIED THREE FULL WORKING DAYS IN ADVANCE OF WATERLINE TAP. 4. ALL WATER MAINS TO HAVE A MINIMUM COVER OF 30" UNLESS OTHERWISE NOTED. 5. WATER SUPPLY FACILITIES, INCLUDING MAINS, SHALL BE INSTALLED, CLEANED, DISINFECTED, AND BACTERIOLOGICALLY CLEARED FOR SERVICE, IN ACCORDANCE WITH THE LATEST APPLICABLE AWWA STANDARDS AND THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION RULES. DESINFECTION OF WATER MAINS SHALL COMPLY WITH AWWA C651-92 REQUIREMENTS. 6. POLYVINYL CHLORIDE (PVC) PRESSURE PIPE SHALL CONFORM TO THE 2" BRASS PLUG REQUIREMENTS OF AWWA C900 WITH OUTSIDE DIAMETER EQUAL TO 4' EXTRA WIRE IN FINISHED GRADE PLASTIC METER BOX THAT OF STANDARD DUCTILE IRON PIPE AND MINIMUM WALL VALVE BOX (TYP.) (BLACK FOR WATER AND THICKNESS OF DR 18 CLASS 150 BETWEEN 4"-12" USE SDR 21 7 PURPLE FOR REUSE) Is FINISHED II 4' EXTRA WIRE IN---- GRADEu F . U.#14 INSULATED `J LI U.F.#14 INSULATED 2" BRASS - COPPER WIRE CONCRETE COPPER WIRE GATE VALVE VALVE THRUST 24" MIN. COVER BLOCK D.I.P. RE -USE OR WATER MAIN4 .. DIP OR PVC (TYP.) B (TYP.) A PLUG WITH 2" TAP 4 6" MIN. " '• ;. 18"x18"x3 STORM ` : , * CONCRETE PAD ONE JOINT OF (M.J.) D.I.P.( DRAIN RESTRAINER GLAND ;d NOTE: PERMANENT BLOW -OFFS DO NOT REQUIRE A JOINT OF D.I.P. OF A VALVE. \ DIP OR PVC ALSO ALL BLOW -OFFS NEED TO BE PLACED AT PROPERTY LINES. THRUST COLLAR /A R. BOTH SIDES OF 8" R.M. 6° MIN. PVC PIPE INSTALLED IN 2" TEMPORARY BLOW -OFF DETAIL AND LARGER (TYP.) POTABLE SYSTEMS SHALL BE SDR -18. NTS D.I.P. C'. C. THRUST BLOCK 1 JOINT THRUST BLOCK (20') A -RETAINER GLAND 8-45' BEND (MJ) NOTE: IF 18" OF VERTICAL CLEARANCE OVER STORM DRAIN AND 30" MIN. COVER THEN PVC CAN BE USED. STORM DRAIN CROSSING NTS CLASS 200 FOR LESS THAN 4 PIPE, AND MEETS THE REQUIREMENTS OF ASTM D2241, ALL D.I.P. SHALL BE RESTRAINED JOINT D.I.P. 7. FITTINGS FOR PVC PRESSURE PIPE AND D.I.P. SHALL BE DUCTILE IRON, MECHANICAL JOINT, CEMENT MORTAR LINES IN ACCORDANCE WITH ANSI 21.4 RATED AT 350 PSI AND SHALL COMPLY WITH ANSI/AWWA C110/A21.10 AND C111/A21.11. 8. THE CONTRACTOR SHALL PROVIDE WATER SERVICE LINES AS INDICATED. ALL POTABLE WATER SERVICES SHALL BE THREADED COPPER CONNECTIONS MADE USING 2" SADDLE TAPS. SOLVENT WELDED PVC PIPE WILL NOT BE ACCEPTABLE, 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING THE ENGINEER WITH AN ACCURATE ANNOTATED UTILITY PLAN SHOWING THE AS -BUILT IN SUFFICIENT DETAIL TO SHOW THE EXACT LOCATION OF ALL MAINS AND SERVICES. 10. PVC PIPES MUST BEAR NSF LOGO FOR POTABLE WATER USE. 11. ALL WATER DISTRIBUTION CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF COCOA TECHNICAL SPECIFICATIONS FOR CONSTRUCTION OF WATER DISTRIBUTION SYSTEMS. 12. WATER MAINS SHALL NOT COME IN CONTACT WITH, OR PASS THROUGH, ANY SANITARY OR STORM MANHOLE OR STRUCTURE. 13, THE CONTRACTOR MAY NOT PHYSICALLY CONNECT 8" OR SMALLER WATER MAINS TO EXISTING CITY WATER UNTIL F.D.E.P. CLEARANCE HAS BEEN OBTAINED. FLUSHING SHALL NOT TAKE PLACE UNTIL AFTER PRESSURE TESTING HAS BEEN SUCCESFULLY COMPLETED. FILLING OF NEWLY CONSTRUCTED WATER MAINS SHALL TAKE PLACE THROUGH A 2' JUMPER CONNECTION THAT INCORPORATES AN AWWA APPROVED DOUBLE CHECK BACKFLOW PREVENTION DEVICE. THE JUMPER CONNECTION SHALL ALSO BE USED TO MAINTAIN PRESSURE IN THE NEW MAIN WHILE BEING KEPT ISOLATED FROM EXISTING UNTIL A LETTER OF CLEARANCE IS OBTAINED FROM FDEP. 14. WATER METER SHALL BE NEPTUNE TRU FLOW WITH STRAINER. Lu N i i z ; o Z Lu 1 � N 1 W o I W � J Q t I z I 4 V u- u I C3 N M j 'w rJ I C; r i© Q -�t0 r C-4 co CD u -r�n Q � Q v f C' U rte--- rte-. 75 Q) w co E2 CD U cel cv i l� r ujCOc O W I •�j CD 0 { 4 � N 0 -LL i 3 LLL 3 � J ILL]O L w z LLJ j J u E w ima I' i I i DESIGN BUILD i a web: maidesignbuild.com email: info@maidesignbuild.com Dake: 09-13-2011 Sheet Scale: AS SHWN i Drawn: DTM � _ �� Checked: DTM Approved: DTM Of 15 f Pro) #: 2011-005 ul vy v N 14 0 N 00 CD v- 0 U L 2 5 d N cn 0 :5 U1 Cn (o 0 6 a E a GJz M 8 Ln n n N .Q & � WATER POTABLE 8c RECLAIMED SECTION I. SCOPE OF WORK 1.1 GE NERAL All potable water 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 City of Cocoa Utilities Department Utilities Handbook, the approved plans, and the Standard Detail Sheet. All reclaimed water, and sewer mains and appurtenances must be installed in accordance with the City of Cape Canaveral Utilities Department's Technical Provisions for the Construction of the Water Reclamation System, and the Wastewater Collection System, the City of Cape Canaveral 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. Any deviation from these requirements must be approved in writing by the Engineering Division Manager prior to commencement of construction. Fees charged by the City are set by City Council by resolution and are listed on the appendix "Water Service Rates and Charges' made a part of the Utilities Handbook. Fees are subject to change without notice. The most current fees will be charged. The City of Cape Canaveral Public Works Services office is located at 601 Thurm Blvd., Cape Canaveral, Florida, 32920. The Public Works Services telephone number is (321) 868-1240; facsimile number is (321) 868-1233. The City of Cocoa Utilities Department and Engineering Division are located at 600 School Street, Cocoa, Florida, 32922. The Dispatch telephone number is (407) 639-7671; facsimile number is (407) 639-7663. 1.2 DEFINITIONS The term "approved equal" is used to mean a part or item that has been approved in writing by the Engineering Division Manager, the Transmission/Distribution Superintendent, or the Utilities Director. A written request must be made in order to have an item accepted as an approved equal. Written specifications on the port or item must be furnished with the request. Whenever a specification from a specific source is cited, the most curent revision of that specification will be used. Unless otherwise specified, "City" means City of Cocoa; "Utilities Department" means City of Cocoa Utilities Department; "Engineering Division" means City of Cocoa Utilities Department, Engineering Division when it pertains to Potable Water. Unless otherwise specified, "City" means City of Cape Canaveral; "Utilities Department" means City of Cape Canaveral Public Works Services; "Engineering Division" means City of Cape Canaveral Public Works Services Engineering Division when it pertains to Sanitary Sewer and Reclaimed Water. SECTION II. MATERIAL SPECIFICATIONS 2.1 PIPE(see also Section 5.3 - Wire for locator wire specifications) 2.1.1 Polyvinyl Chloride Pressure Pipe, 2 Polyvinyl chloride (PVC) pressure pipe �ize 27 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 elostameric-gasket type with thickened, integral solid -wall bell or coupling with the some DR as the barrel. No solvent -cement joints will be accepted. All PVC pipe and couplings will bear the U.L. label and NSF approval for potable water. 2.1 .2 Polyvinyl Chloride Pressure Pipe, 4"-12". Polyvinyl chloride pressure pipe (sizes 4" through 12") will be cost iron pipe equivalent outside diameter Class 150 (DR 18) conforming to the American Water Works Association's (AWWA) specification C900 and will be blue or white in color. Pipe will be in standard 20 -foot lengths. All joints will be of the elostomeric-gasket type with thickened, integral solid -wall bell or coupling with the same DR as the barrel. All PVC pipe and couplings will bear the U.L. label and NSF approval for potable water. 2.1.3 PolyvinA Chloride Pressure Pie 16". Polyvinyl chloride pressure pipe (size 16") will be cast iron pipe equivalent outside diameter and a pressure rating of 235 p.s.i. (DR 18) conforming to AWWA specification C905 and will be blue or white in color. All joints will be of the elostomeric- gasket type with thickened, integral solid wall bell or coupling with the wall the same DR as the barrel. All PVC pipe and couplings will 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 to AWWA specification 0151. Water main and storm drain crossing conflicts will be properly designed by the project engineer and approved by the Utilities Department prior to installation. Water mains that are less than 10 feet apart from building foundations or other permanent objects will be ductile iron pipe. In no case will water mains be located less than 5 feet from foundations. The above distances will be doubled for water mains larger than 8" in diameter. Polyethylene encasement conforming to AWWA specification C105 will be provided for all installations. The polyethylene will be sealed with tape. 2.1.5 Reclaimed Water. PVC pipe installed in reclaimed water systems will be Class 150 (DR 18) conforming to, AWWA specification C900 and will be purple in color. All PVC or ductile iron pipe will be installed with a 5" -wide purple adhesive identification tape affixed to the top of the pipe. Script in 1---1/2" black lettering will identify the main 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 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" from potable water mains or sewer mains exists. 2.2 VALVES AND VALVE BOXES 2.2.1 Resilient Seat Gate Valves, 4"-16", Resilient seat gate valves will have mechanical joint ends as manufactured by American Flow Control, Model AFC -2500; U.S. Pipe, Metroseal; Clow Corporation; or an approved equal. The resilient seat gate valves must conform to AWWA specification C509 and be manufactured in the U.S.A. Resilient seats will be of natural or synthetic rubber and be bonded or mechanically attached to the gate using stainless steel hardware and will be rated at a working pressure of 200 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. The coating must be applied in a manner to withstand the action of line fluids and operation of the sealing gate under long-term service. Valve seats must seal by compression only. Wedding or sliding of the resilient seat is not acceptable. Valves will be supplied with 2' -square operating nuts and be designed to provide a bubble tight seal regardless of direction of flow. Opening the valve will be in the counterclockwise direction. If the depth of the valve nut is greater than 48" below grade, or 30" below grade and under the water table, a valve extension stem will be required. The extension will have a centering collar and be mechanically attached to the valve operating nut such as extensions manufactured by the General Engineering Company, Model #4840-0001-3, or an approved equal to be determined by the Transmission/Distribution Superintendent or his designee. See Exhibit 1. 2.2.2 Butterfly Valves 12" and larger, Butterfly valves with mechanical joint ends will be rubber seated, 90' tight closing type, short body. The interior and exterior will be fusion bonded epoxy coated in accordance with AWWA specification C550. The valve shaft will be of 18-8 type 304 stainless steel or type 316 stainless steel. Body dimensions and minimum shaft diameter will be in accordance with Tables 3 and 4 of AWWA specification C504. The valve seat will be of molded natural or synthetic rubber, will be mechanically secured to the disc or to the valve body, and will mate against a stainless steel seat surface. Buried valves will be for submerged service and will be equipped with totally enclosed gear operators, permanently lubricated and equipped with adjustable stops for open and closed positions. The gear ratio will be such as to require not more than 50 foot pounds of input torque to operate the valve against the worst case of a water flow velocity of 10 feet per second at a pressure of 100 psi differential. A torque -limiting device will be supplied if the allowable operator input is less than 450 foot pounds. Each buried valve will have a standard 2" -square operating nut. The valve will open when the operator nut is turned counterclockwise, If the depth of the valve nut is greater than 48" below grade, or 30" below grade and under the water table, a valve extension stem will be required. The extension will have a centering collar and will be mechanically attached to the valve operating nut, such as extensions manufactured by the General Engineering Company, Model ##4840-0001-3, or an approved equal to be determined by the Transmission/Distribution Superintendent or his designee. See Exhibit 1. 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 ##1311-777, or an approved equal. They will be equipped with a 2" -square operator, as manufactured by Ford Meter Box Company, Inc., Model ##QT67, or an approved equal, for buried use. Ball valves will be adapted to other pipe line materials by use of brass nipples or PVC 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 zinc contents. Galvanized fittings and 2" brass wheel valves are acceptable only on blowoffs and will not be accepted at other locations. All valves must be manufactured in the U.S.A. 2.2.4 Valve Boxes. Valve boxes and lids must be manufactured in the U.S.A. Boxes and lids must be structurally equal to those produced by Trumbull or Tyler and must have 5-1/4 minimum inside diameter. Cast iron valve boxes will consist of a circular cast iron top and bottom section. The. depth must be determined and the appropriate valve box must be installed. No PVC is permitted in the valve box. Boxes must be set flush with finished ground surface in such a manner as to permit easy use of a valve wrench and to prevent surface loads from being transmitted to the valve or pipe. Box sections must be telescopic and adjustable. Valve box lids should have the word "WATER" or "SEWER" or "REUSE", as appropriate, cast on the top. A concrete pad (24" 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 roadway or parking lot. 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. 709DDC; Ames, Silver Bullet; or an approved equal, in accordance with AWWA specification C508. Double detector check valves will be accepted as a complete approved assembly in accordance with the section on "Cross -Connection Control and Backflow Prevention" in the Utilities Handbook. Check vqlves must be installed horizontally above ground in a grossed area and painted with Rust -O -Thane No. 9405-1611 Red. Paint must be applied in accordance with the manufacturer's recommendations. The check valve will be installed with 12" minimum inspect the and 24" maximum clearance from finished grade. The Utilities Department will ins p 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. 2.3.1 Cast Iron. Cost iron fittings will be AWWA specification 0110, 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 CORTEN Steel. 2.3.4 Tapping Saddles. Tapping 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 0 -ring seal, fusion bonded, epoxy coated with stainless steel nuts and bolts. The tapping 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 main 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 Darling 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. Metropolitan, U.S. Pipe Hydrants will have one 4-1/2" valve opening, one 4-1/2" pumper nozzle, and two 2-1/2" hose nozzles. Stem couplings are to be cast iron or nylon -coated steel. The upper valve plate must be bronze. The hydrant shoe will be coated inside with fusion bonded epoxy, 6 mil minimum. All hydrants will be painted at the factory with Rustoleum high-performance epoxy 9100 system, non -lead, dry film thickness 5 to 8 mils, color ##9143 Yellow. City crews will apply finish paint 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 cast 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 made 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 been 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. Absolute) 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. Taps in the pipe will be the some nominal diameter as the service line. Service taps ir1 PVC pipe will be drilled with a shell cutter; the plug will be removed. 2.5.1 Saddles. 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: MUELLER: For pipe sizes 4" to 12", for 3/4" and 1" services, the single strap design must be used. For 1-1/2"' and 2" services, the double strap design must be used. Both designs are for the H--16000 series. FORD: For pipe sizes 4" to 12", for 3/4" and 1" services, the style 1018 single strap design must be used. For 1-1/2" and 2" services, the style 202B double strap design must be used. For pipe sizes 16" and larger, for 3/4", 1", 1--1/2," and 2" services, the style 202E double strap design must be used. SMITH-BLAIR: For pipe sizes 4" to 12", for 3/4" and 1" services, the 321 series single strap design must be used. For pipe sizes 4" and larger, for 3/4", 1", 1-1/2" and 2 services, the 323 series double strap 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 II Oriseal, Model No. H-14352 or No. Bn-24-352R ball valve, as manufactured by Mueller Company. Model No, D -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 stops must have locking wings and a swivel meter nut. Curb stops that are 1-1/2" or 2" will be flare -by -flange with locking wing, Model No. BF23-666W 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 an 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 manufactured 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 grassed 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 tag, secured to the curb stop with a nylon tie wrap, will be supplied. Tags 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 III. 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. SECTION IV. TRENCH PREPARATION 4.1 EXCAVATION. A trench will be opened so that the pipe can be installed to the alignment and depth required. It will be excavated only so for in advance of pipe placement as necessary. The trench will be excavated to the depth required so as to provide a uniform and continuous bearing support for the pipe or undisturbed ground. Bell holes will be provided at each joint to permit jointing to be made and inspected properly. During excavation, if ashes, cinders, muck or other organic material considered unstable is uncovered at the bottom of the trench at sub -grade, it will be removed and backfilled with approved material. This material will be compacted in layers to provide a uniform and continuous bearing characteristic of that area's soil condition. Where the bottom of the trench at sub -grade consists of unstable material to such a degree that it cannot be removed and replaced with an approved material to support the pipe properly, a suitable foundation must be constructed. Excavated material will be piled in such a manner that it will not endanger work or obstruct natural water courses, sidewalks or driveways. Fire hydrants under pressure, valve boxes, or other utility controls will be left unobstructed and accessible at all times. Gutters will be kept clear or other satisfactory provisions will be made for street drainage. 4.2 SHEETING AND BRACING. Open cut trenches must be sheeted and braced as required by any governing State law, municipal ordinances, OSHA Standards, and as may be necessary to protect life, property, or the work. Trench bracing may be removed after backfilling has been completed or has been brought up to such an elevation as to permit its safe removal. The use of a trenching box may be used in place of sheeting and bracing where appropriate. 4.3 DE -WATERING. Excess water must not be allowed in the trench at any time, An adequate supply of well points, headers or pumps, all in first-class operating condition, may be used to remove the water. The use of gravel and pumps will also be an acceptable means of removing the water, The trench will be excavated no more than the available pumping facilities are capable of de -watering. Discharge from pumps will be accommodated in accordance with the St. Johns River Water Management District's requirements. The City is not responsible for obtaining de -watering permits. SECTION V. PIPE LINE CONSTRUCTION 5.1 GENERAL All water mains, service lines and appurtenances must be installed as specified on the approved plans and in accordance with the Standard Detail Sheet. Installation will conform to AWWA specification C600 except as modified herein. 5.2 PIPE PLACEMENT. The bottom of the trench will not be excavated below the specified grade. If undercutting occurs, the bottom of the trench will be brought up to the original grade with approved material and thoroughly compacted, as directed by the Engineering Division Manager. Before placing pipe into the trench, the outside of the spigot and the inside of the bell will be wiped clean, dry, and free from oil and grease. Every precaution will be taken to prevent foreign material from entering the pipe. During placement operation, no debris, tools, clothing or other material will be placed in the pipe. All mechanical joints will be made up in strict accordance with the manufacturer's specifications. Beveled ends will be removed from PVC pipe entering a mechanical joint. The bell will be carefully cleaned before the gasket is inserted. Gaskets must be evenly seated, the gland placed in position with the bolts, and evenly tightened. All slip joints will be made up in strict accordance with the manufacturer's specifications. After placing a length of pipe in the trench, the spigot end will be centered in the bell, the pipe forced home, brought to correct alignment, and covered with an approved backfill material. Ductile iron pipe will be backfilled to the centerline of the pipe and compacted to ninety-five percent (95%) of standard Proctor T-99. Pipe will be installed with 30" minimum cover. Maximum cover of 42" will be accepted. Cover depth will be determined from proposed finish grade as indicated on the plans. At times when pipe placement is not in progress, the open ends of pipe must be closed by a water -tight plug or other approved means. This provision will apply during the lunch hour as well as overnight. If water is in the trench, the seal will remain in place until the trench is pumped completely dry. 5.3 WIRE. A OF#14 locator wire will be installed on all potable water, reclaimed water, and sewer mains. The wire must be placed on the top of the pipe with at least one wrap around each section of pipe. A run of wire must run from the main to each hydrant. Each fire hydrant must have one wrap of the wire around the barrel located at final grade. A run of wire will also be brought up in each valve box. The wire will have 4 feet of excess length. Wire is to be connected together using a yellow wire nut. 5.4 BACKFILLING. All backfilling material will be free from cinders, ashes, refuse, vegetable or organic material, boulders, rocks, stones, or other material which is considered unsuitable. When backfill material is not specified on the plans, backfilling with the excavated material may be acceptable provided that such material is suitable for backfilling. Pipe should be backfilled as soon as possible to minimize the length of open trench. Valves, fittings, and thrust blocks will be left uncovered until inspection by the Utilities Department has been completed. 5.5 VALVES AND FITTINGS. All valves and fittings will be set and joined to the pipe in the proper location as shown on the plans. Valves should be installed outside of the pavement where practical. A roadway valve box will be provided for every valve. This valve box must not transmit shock or stress to the valve and will be centered and plumb over the wrench nut of the valve. The box cover is to be flush with the surface of the finished pavement or grade level as specified in the plans. A 24" -square concrete pad 4" in thickness will be poured around the valve box when it is located outside of pavement. A bronze or stainless steel disc will be cast into the pad for all valves 12" or larger. Valve nomenclature to be stamped into the disc will include the valve size, type, manufacturer's initials, number of turns, and direction to open the valve. (Example: 12" G.V. U.S.P. 20 c.c.w.) 5.6 FIRE HYDRANTS. All fire hydrants will be located as shown on the plans and marked on the pavement with a blue reflector. On unpaved streets, a blue reflector will be affixed to a post and placed as close to the edge of the road as feasible so as to be easily visible. The hydrants will be located in such a manner as to provide complete accessibility and in a manner so that the possibility of damage from vehicles or injury to pedestrians will be minimized. All hydrants must stand plumb with the pumper nozzle facing towards the curb and the bury line of the hydrant at the finished grade. Fire hydrants installed in State highway rights= -of -way will be placed in accordance with any F.D.O.T. requirements. All fire hydrants will be connected to the main in the manner shown on the Standard Detail Sheet. 5.7 THRUST BLOCKS. Thrust blocks will be installed at all bends, fire hydrants, and as specified on the plans, in accordance with the Standard Detail Sheet. Metal harnesses, tie rods, or clamps of adequate strength to prevent movement may be installed at locations where thrust blocks are not practical. Rods and clamps will be stainless steel. A 20 -foot length of mechanical joint ductile iron pipe will be installed at all main endings and a thrust collar will be poured around the pipe at a distance of 10 feet from the end of the joint. 5.8 PIPE INSTALLED IN CASINGS. Pipe to be installed under pavement where open trenching is not permitted will be installed through a steel casing which has been jacked and bored. Casing size will be as indicated below: PIPE SIZE MINIMUM CASING SIZE 4" 12" 6„ 14„ 8„ 181, 10" 20" .12» 24„ 16" 30" 20" 36'" Water mains must be pushed or pulled through the casing on pressure -treated wood skids attached to the pipe with stainless steel straps. Stainless steel casing spacers with polyethylene skids will be accepted in lieu of wood skids and are required on mains 12" in diameter and larger. The stainless steel casing spacers with polyethylene skids will be placed in accordance with manufacturer's recommendations. Casing spacers must be manufactured by Cascade or an approved equal. Restrained joints are required on mains installed inside casings. 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 fittings, 2" brass wheel valve, and plastic meter box (purple for reuse). The plastic meter box is to be installed at grade over the wheel valve. The wheel valve will be within six inches of finished grade and will be plugged with a brass plug. 4" blowoffs will be required on both potable water and reclaimed water mains 12" and larger and must be constructed as shown on the Standard Detail Sheet. A reuse tag will be installed on reuse main blowoffs in a reuse meter box. SECTION VI. TIE-INS TO EXISTING SYSTEMS 6.1 GENERAL The contractor is not to operate any valve or remove any thrust block from City -owned mains except under direct supervision of a representative of the Utilities Department. All contractors must follow the procedures listed below for connecting new mains to existing water systems. 6.1.1 Mains 8" and smaller. Tie-in valves will be operated and pressure tested to verify water tightness prior to the tie-in. Valves that are not water tight must be replaced or a new valve must be installed immediately adjacent to the valve; otherwise, the tie-in is not to be made until the system has been approved for service by F.D.E.P. The contractor will provide a 2" tap on the new main and a 2" tap on the existing main at the tie-in valve. A 2" jumper equipped with a backflow preventer (double check) will be installed. The backflow preventer will be utilized for filling the main, flushing the main, providing water for bacteriological sampling, and maintaining pressure in the main after a successful bacteriological test. The tie-in valve is not to be operated and the jumper is not to be removed until clearance has been obtained from F.D.E.P. and the City. The project engineer will be required to provide an executed F.D.E.P. certificate of completion prior to clearance. After clearance, the tie-in valve will be opened, the jumper removed, and the main thoroughly flushed under the supervision of the Engineering Division. 6.1.2 Mains 10" and larger. The same procedure as noted for mains 8" and smaller will be used for mains 10" and larger except that a backflow preventer will be utilized for filling the main, providing water for bacteriological sampling, and maintaining pressure in the main after a successful bacteriological test. The tie-in valve can be opened for flushing and during chlorination only under the supervision of the Engineering Division. The tie-in valve is not to be operated and the jumper is not to be removed until clearance has been obtained from F.D.E.P, and the City. After clearance, the tie-in valve will be opened, the jumper removed, and the main thoroughly flushed under the supervision of the Engineering Division. SECTION VII. TESTING 7.1 GENERAL All newly installed pipe that has been backfilled must be tested at a gauge pressure of 150 psi in accordance with AWWA specification C600. 7.2 FLUSHING. The City will provide an adequate volume of water for the filling, flushing, and testing of mains. The contractor will notify the Engineering Division prior to flushing or filling mains. The pressure in the City's system will be monitored during the flushing; at no time should the pressure in the City's system be allowed to drop below 40 psi. Water used during wasteful or unsupervised flushing will be billed to the contractor. 7.3 HYDROSTATIC TEST. A blowoff or fire hydrant will be installed at the end of the pipeline under test. The line being tested will be slowly filled with water to the specified test pressure. Before applying the specified test pressure, all air will be expelled from the test section including service connections. If fire hydrants or blow -offs are not available at high elevations, taps at points of highest elevation will be made to facilitate air removal and testing. When testing is complete, the service lines installed for air removal must be removed. The line must hold the 150 psi test pressure for a two-hour test period. The first hour is to be witnessed by the contractor; the second hour must be witnessed by Engineering Division personnel. Sufficient human resources are to be employed to insure inspection. If the line fails to meet the test, it will be repaired and re -tested until the test requirements are satisfied. Line pressure will be maintained to within 5 psi of the test pressure at all times. 7.4 LEAKAGE TEST. A leakage test at 150 psi will be performed on all newly installed sections of pipe after installation of all service connections. Any leakage observed must be less than the following per thousand feet of pipe: SIZE ALLOWABLE LEAKAGE 2" 0.20 Gallons/Hour 4" 0.33 Gallons/Hour 6" 0.50 Gallons/Hour 8" 0.67 Gallons/Hour 10" 0.83 Gallons/Hour 12" 1.06 Gallons/Hour 14" 1.16 Gallons/Hour 16" 1.32 Gallons/Hour SECTION VIII. DISINFECTION & BACTERIOLOGICAL TESTING 8.1 GENERAL The contractor must flush mains and arrange for complete disinfection by chlorination under the direction of the Utilities Department. Work will conform to applicable provisions of AWWA specification C651, "Disinfecting Water Mains." Water with a chlorine content of 100 ppm will be evenly distributed throughout the pipe system and allowed to remain in the pipe for twenty-four hours before it is flushed out. After flushing, the water should remain in the pipe for 24 hours before sampling. Service connections and tie-ins made before testing must be disinfected in accordance with AWWA specification 0651. Samples will be taken by Utilities Department personnel. Water mains must not be flushed between samples. The contractor will be charged a fee by the City to cover the cost of bacteriological tests. The contractor must have proof of payment for bacteriological testing at the time of pressure and leakage test inspection. Sample points are determined by the F.D.E.P. Samples are collected Monday through Thursday by City of Cocoa Dyal Plant personnel. Dyal Plant personnel can be contacted at (407) 568-5867 to schedule a sample pick-up. If samples taken do not demonstrate satisfactory results, re -chlorination is required. A fee will be charged by the City for additional sample collection and analysis. 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, are determined by the Engineering Division Manager. Samples are collected Monday through Thursday by City of Cape Canaveral Public Works Services personnel. Services personnel can be contacted at (321) 868-1240 to schedule a sample pick-up. If samples taken do not demonstrate satisfactory results, re -chlorination is required. A fee will be charged by the City of Cape Canaveral for additional sample collection and analysis. SECTION IX. CONNECTION TO EXISTING SYSTEM 9.1 GENERAL Connections to existing City concrete mains will be made by the Utilities Department under the direction of the Engineering Division. Any charges for taps or connections made by the Utilities Department will be paid to the City by the owner or contractor prior to the installation. For all water main connections, the contractor must obtain all required permits; provide a dry pit area, all pit preparation including shoring and bracing, maintenance of traffic, all right-of-way restoration; and notify all utilities prior to construction. Taps on PVC, AC, or DIP mains that are from 4" through 12" in size must be made by City personnel utilizing saddles and valves provided by the contractor. Alternatively, the top may be made by a tapping contractor who has been approved by the Utilities Department. Tapping saddles and valves supplied by the contractor will be inspected by the Engineering Division prior to installation. The installed tapping saddle and valve must be tested with water at 100 psi for 15 minutes prior to tapping to insure a water -tight installation. The pressure test will be performed by the contractor and witnessed by a representative of the Engineering Division. After the pressure test of the saddle has been completed and payment of the tapping cost has been made to the City of Cocoa Customer Service Department, the contractor must contact the Transmission/Distribution Division to schedule the tap. When personnel from the Transmission/Distribution Division arrive on site to make the tap, the contractor will provide a dry work pit in accordance with OSHA standards. The contractor will also provide the necessary equipment to lift the tapping machine into and out of the pit. SECTION X. FINAL CLEAN-UP AND ACCEPTANCE 10.1 GENERAL Upon completion of the work and before acceptance by the Utilities Department, the contractor will meet all permit conditions, remove all debris, and complete sodding, sprigging, or seeding if required by the plans. The contractor will leave all areas affected by his/her operations in a neat and presentable condition. SECTION XI. FIRE SERVICE 11.1 GENERAL Where wet pipe sprinkler service is used, an appropriate backflow prevention device will be installed in accordance with the "Cross -Connection Control and Backflow Prevention" section of the Utilities Handbook. SECTION Al. CONNECTION OF BUILDINGS OVER FOUR FLOORS 12.1 GENERAL Connection of domestic water supply systems serving buildings over four floors in height to the City's water distribution systern will be subject to the following requirements: 1. A fixture unit analysis will be performed by the project engineer to determine peak domestic flow requirements. This analysis is to be provided to the City. 2. A water meter and a reduced pressure backflow preventer, sized in accordance with the domestic flow requirements, will be installed above ground at the developer's expense. 3. Upon written request, the City will provide the site engineer with the minimum expected system pressure. The site engineer will be responsible for providing this information to the architect and building owner. Means for providing an adequate supply of water to all parts of the building during periods of minimum pressure will be the responsibility of the building architect. 4. Repair costs for damage to the water meter caused by flows exceeding its rated capacity will be charged to the customer. SECTION XIII. BACKFLOW PREVENTERS 13.1 GENERAL Backflow preventers must be installed at locations where dangerous cross -connections may occur. The need for backflow preventers will be determined by the Utilities Department. Backflow preventers will be the reduced pressure type, as manufactured by Febco, ClaVol, Hersey, Ames, Watts, or an approved equal, and will have interior fusion bonded epoxy coating 5 to 12 mils, and will be installed above grade in accordance with manufacturers recommendations on a concrete slab adjacent to the meter. Backflow preventers are to be approved in accordance with the "Cross -Connection Control and Backflow Prevention" section of the Utilities Handbook. SECTION XIV, AS -BUILT DRAWINGS 14.1 GENERAL As -built drawings are required for all systems to be accepted by the City. As- builts will be prepared by a surveyor or an engineer registered in the State of Florida and will contain the following information: 1. Location of all valves, service lines, fittings and fire hydrants using at least two ties to permanent points (manholes, property corners, curbs, or stormwater inlets). An acceptable station and offset system may be used for service lines and fittings only. 2. Location of mains from property easement lines or edge of pavement at intervals of 300 feet. 3. Elevations to the top of the water line at intervals of 300 feet and at all drainage and sewer main crossings. Bench mark to be shown on as-builts. 4. Separation between reclaimed water or force mains and water mains if they are installed within 10 feet of water mains. 5. Water main material and distance of mains from buildings or structures within 20 feet of the water main. 6. Distance from hydrant to hydrant valve. 7. Pertinent easement information. S. Certification by the surveyor or engineer accepting responsibility for accuracy of information supplied on the as -built drawings and a statement certifying that all mains are within easements and/or public rights-of-way. The name "City of Cocoa" must appear on all as -built survey information. As-builts will be drawn at a scale of 1 inch = 100 feet. Areas requiring additional detail may be enlarged as necessary. Rights-of-way, easements, and lot lines will be accurately shown. Lots, block numbers, and street names will be included, If the as-builts were prepared by an AutoCad (version 12) compatible program or DXF file, a diskette with that file will be provided to the City. All projects within the South Mainland Water Service Area will be prepared in a digital format compatible with AutoCad (version 12). One reproducible print or computer diskette and three signed and sealed blue -line prints are required. After the surveyor or engineer has certified the locations, the engineer will certify on F.D.E.P. Form 62-555.910(9) that the system depicted on the as -built drawing was constructed in substantial conformance with approved plans and will function as intended. ­., �. W; Q o � N N T N - R �D N +N" G N " N '' to CITY OF COCOA � , j j k I I CITY OF GAPE CANAVERAL d� Brevard County, Florida PUBLIC WORK SERVICES CITY l i 1 I TECHNICAL PROVISIONS SANITARY SEWER/RECLAIMED WATER H T CV N [3: U "*< E W CV O W _ p I 2 0 om0 LU = Vl q N M al., LL I I I z� - I _ 0 w Q Q I � o i C4 � � Q Ui I V11 LQ O i U i w z I 47 i Q U u ? Q .-^ N M TrI1,1111 I Z CITY OF A CITY OF COCOA -t P- Brevard County, Florida U UTILITIES DEPARTMENT to CITY OF COCOA TECHNICAL PROVISIONS - WATER CITY OF GAPE CANAVERAL d� Brevard County, Florida PUBLIC WORK SERVICES CITY OF CAPE CANAVERAL TECHNICAL PROVISIONS SANITARY SEWER/RECLAIMED WATER (f) 4__JN L) -t P- a T d- 00 � C7 OCi U . to CV Q CD W C".) M M ., Q 11 rM d� LLL I CJ� = rte'- r- I Z V U T CV N [3: U "*< ZLLJ C-) W CV O W _ p LLL p Z . 2 0 om0 LU = Vl q N M al., LL X .JJ W LL J 0 g U, V LLL 'W < I Z U T LTJ CL [3: U "*< W II. , i i I ,mal DESIGN BUILD 9 I web: maidesignbuild.com email: info@maidesignbuild.com Date: o4 -13-7o11 � Sheet Scale: AS SHWN 11 Drawn: MAI Checked: DTM' " 'Approved: DTM 9 of 1 5 Proj #: 2011-005 + I WIDTH OF CROSSWALK bi Lu 0- Z EDGE OF PAVEMENT INDICATES EXISTING 0 GRADE ft� a_ EDGE OF TRAV L 25' 11.6' 4''. 41 LANE 6.71 6.41 6.-/4 6.72 8.25 - 6.53 5.571 6.43 @ 6-10 SKIP 9 A 0 8.14-/ EXISTING ROADWAY % 11.87 4.5% 24" DIA RCP W/1.7' OF COVER 1. E. = 2.00 SECTION A -A SECTION THRU CENTER OF DRIVEWAY N.T.S. WIDTH OF SIDEWALK uj CENTER OF SWALE 0 -j EDGE OF PAVEMENT CIL, 0- EDGE OF TRAV INDICATES EXISTING 51 6.08' (10.72' r4 LANE GRADE 6.74 5.90 8 9- 4 Q r) .80 EXISTING RID DWAY PROVIDE MAX 2% CROSS SLOPE 1:20 SLOPE FOR SIDEWALK WITHIN R.O.W. 1:9 SLOPE SECTION B -B SECTION JUST SOUTH OF SOUTHERN INLET N.T.S. WIDTH OF Q�CS CENTER OF SWALE z 0 1 EDGE OF EXIST. PVMT, IC- 0� EDGE OF TRAV L TING 5f 5) 4> LANE GRADE 11.8' 18.25 5.:80:] 5.5 5 IF6.64 9,00--\ I VARIES IIIIIII z T 41 T CD E� C)I rri r Q I\j ('j (jI cj: N-) CY) Cj �01ii -P� .0 1 �b o'i +j ti (DYI tt t, ti t % Cu Q) !"V; Namd -.0 - - - - ----- - - - - - --- - b YELLOW STRIPE - - - - - - - - -7-7 -- - - - - - - - - 7 1 -7777-001M - - - - - - - - - - - 'CO 25LF 6"w DOUBLE - - - - - - � 7 7�777 �T- - - - - - - - 77' 7�v' 'r 3000" STOP !j) 24"W WHITE SIGN (R1- 0; �1) 6!ity11 rig -THERMOPLASTIC LEFT TUR -!NO STP` -@A -_�TYP.)it SIGN 8.25 p . 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J :3 t7 Y'' I L L .11 Li 6.61 L4---- r: - MATCH 09,6z :I cin,7Q 17., 7A 1- 1 '1 HV SIE) - svu - SVE) - sv!) - SVD V 4tk"v IV u 0 V Id q -7- svo - - Svc IT �-- Wu - SVD - sv!) - svo - sV9 s s"9 z SVq H SVE) sV9 31.72- 9z U SVD - svu F6. ------ -- ------ 7 1-:011 A, >4- HW - HW -Rhuy djivi" - sv� W-- Hv----- HW - H 9t sv!) - SVU SVE) - sv!j - 5vlj Nv� --- -- ------------ -------------- ---------------------------------------------------------- - sVq - SVO svo SVD JNI I X08 si -7-7-7 7 7 -- ----- 7 -- --- ---- - - - - - - - - - - - - - - - - - - - - - - -- 7 7 - - - - - - - - �\VMHDIH V IdOGV ---D-X 0 0-- Sj- �t LI 6.71 3NITIVNOIS-DITJV81 - - - - - - - - - - - MATCH 01 INI� �avm isni�j 5.69 �7 J VERIFY Q dimno C�NSTZ 5 W. .92 6.21 6.23 P CONC. I SIDEWALK. 5.90 CONSTRUCT TYPE V1 CD MATCH MATCH MATCH I C)j PER FDOT INDEX 310 MATCH 6.00 DITCH BOTTOM INLET C:) 0 VERIFY VERIFY VERIFY-_ VERIFY -GRATE EL. 5.50 -0 3NM 31111 �11 M (]�HSVa CONSTRUCT TYPE D' [CONSTRUCT ±214 LF MATCH S. INV. EL. 2.00 C13 CD I I OF 24" DIA. RCP PE VERIFY PAVED TAhR 6'-10' SKIP SUMP EL. 1.50 > DITCH BOTTOM INLET 6'-10' SKIP 120 rJ,(13HSV(l INI� MO -113A j 10i iuu FDOT INDEX #205 -GRATE EL. = 5.50 r TD"rT1'UNr1D �Iv HW I -H Hw ' Y .9 '] ATC ERI F '--EXISTING 6" SINGLE WHITE STRIPE -�1\11 I ji-IMM ul 1".) N. 1114 r- /-.VV i SINGLE INII III IVI 11111SVO SUMP EL. 1.50 CURB RAMP PER WHITE STRIPE - - - - - - - - - - - -- 01 061 FDOT INDEX #304 - - - - - - - - - - -(CR71M21).=--- a]HSVU JNI] M071)\ 3­19noa ASPHALT PA M\�I 00 L BEGINNING OF 6" WHITE STRIPE PER FDOT DETAIL NEW 6" SINGLE I (VLV *8*s V,>],V) N -11 3ilHM a]HSVO ON SHEET C-8 `9 1AVNIOUIEV WHITE STRIPE I- B -B A -A (TYVAJ7Au-" -NOTE: 11"'ALL STRIPING -SHALL BE d3(]InOHS V PER FDOT INDEX #17346 INIVN3AVH JO 30a3 2. ALL STRIPING WITHIN FDOT G4 RIGHT-OF-WAY AND ASSOCIATED Q> WITH THE DRIVEWAY SHALL BE THERMOPILSTIC TO SPECIFICATIONS. MEET FDOT 4.37-/ 11,87 \-- EXISTING RO DWAY PROPOSED ASPHALT TAPER. C) N C) 1V pq>' 2% CROSS SLOPE /,> ,r 1-1e� "y PROVIDE MAX 2% CROSS SLOPE 1:10 SLOPE I©o FOR SIDEWALK WITHIN R.O.W. ;Tq 24" V DIA RCP W/1.4' OF COVER I.E. = 2.00 r t' N SECTION C -C 1:10 SLOPE SECTION NORTH OF DRIVEWAY IN TAPER N.T.S. IIIIIII z T 41 T CD E� C)I rri r Q I\j ('j (jI cj: N-) CY) Cj �01ii -P� .0 1 �b o'i +j ti (DYI tt t, ti t % Cu Q) !"V; Namd -.0 - - - - ----- - - - - - --- - b YELLOW STRIPE - - - - - - - - -7-7 -- - - - - - - - - 7 1 -7777-001M - - - - - - - - - - - 'CO 25LF 6"w DOUBLE - - - - - - � 7 7�777 �T- - - - - - - - 77' 7�v' 'r 3000" STOP !j) 24"W WHITE SIGN (R1- 0; �1) 6!ity11 rig -THERMOPLASTIC LEFT TUR -!NO STP` -@A -_�TYP.)it SIGN 8.25 p . Di s J0 3C t"IIVARNII (JI PER -7'�� 7 AT wr r (6 12 ) •C�J` C• .�I I O�b �\' ��� � , 1 (�) \ // // OCP, 1 (11 --- - I V ^ CJ' 4E GiI-IIIIIIIIIII A :T 5 W. ------ 8.25 M 00 �jj 642 AL -4 -E] Q> (/ERIFY C K. C9 P0 0 1 LJF-A 0 J0 'joi 61 -:nWAAQ 6.44 V t CURB RAMP 10 C, -T '. 0' 6.54 6.40 6.10 DETE&ABLE F6.1 0 WARNING FLIX 6. 2 F 10 6,30 6.30 FDOT INDEX #31 6.00 HW HW HW I al 7 7 I. J :3 t7 Y'' I L L .11 Li 6.61 L4---- r: - MATCH 09,6z :I cin,7Q 17., 7A 1- 1 '1 HV SIE) - svu - SVE) - sv!) - SVD V 4tk"v IV u 0 V Id q -7- svo - - Svc IT �-- Wu - SVD - sv!) - svo - sV9 s s"9 z SVq H SVE) sV9 31.72- 9z U SVD - svu F6. ------ -- ------ 7 1-:011 A, >4- HW - HW -Rhuy djivi" - sv� W-- Hv----- HW - H 9t sv!) - SVU SVE) - sv!j - 5vlj Nv� --- -- ------------ -------------- ---------------------------------------------------------- - sVq - SVO svo SVD JNI I X08 si -7-7-7 7 7 -- ----- 7 -- --- ---- - - - - - - - - - - - - - - - - - - - - - - -- 7 7 - - - - - - - - �\VMHDIH V IdOGV ---D-X 0 0-- Sj- �t LI 6.71 3NITIVNOIS-DITJV81 - - - - - - - - - - - MATCH 01 INI� �avm isni�j 5.69 �7 J VERIFY Q dimno C�NSTZ 5 W. .92 6.21 6.23 P CONC. I SIDEWALK. 5.90 CONSTRUCT TYPE V1 CD MATCH MATCH MATCH I C)j PER FDOT INDEX 310 MATCH 6.00 DITCH BOTTOM INLET C:) 0 VERIFY VERIFY VERIFY-_ VERIFY -GRATE EL. 5.50 -0 3NM 31111 �11 M (]�HSVa CONSTRUCT TYPE D' [CONSTRUCT ±214 LF MATCH S. INV. EL. 2.00 C13 CD I I OF 24" DIA. RCP PE VERIFY PAVED TAhR 6'-10' SKIP SUMP EL. 1.50 > DITCH BOTTOM INLET 6'-10' SKIP 120 rJ,(13HSV(l INI� MO -113A j 10i iuu FDOT INDEX #205 -GRATE EL. = 5.50 r TD"rT1'UNr1D �Iv HW I -H Hw ' Y .9 '] ATC ERI F '--EXISTING 6" SINGLE WHITE STRIPE -�1\11 I ji-IMM ul 1".) N. 1114 r- /-.VV i SINGLE INII III IVI 11111SVO SUMP EL. 1.50 CURB RAMP PER WHITE STRIPE - - - - - - - - - - - -- 01 061 FDOT INDEX #304 - - - - - - - - - - -(CR71M21).=--- a]HSVU JNI] M071)\ 3­19noa ASPHALT PA M\�I 00 L BEGINNING OF 6" WHITE STRIPE PER FDOT DETAIL NEW 6" SINGLE I (VLV *8*s V,>],V) N -11 3ilHM a]HSVO ON SHEET C-8 `9 1AVNIOUIEV WHITE STRIPE I- B -B A -A (TYVAJ7Au-" -NOTE: 11"'ALL STRIPING -SHALL BE d3(]InOHS V PER FDOT INDEX #17346 INIVN3AVH JO 30a3 2. ALL STRIPING WITHIN FDOT G4 RIGHT-OF-WAY AND ASSOCIATED Q> WITH THE DRIVEWAY SHALL BE THERMOPILSTIC TO SPECIFICATIONS. MEET FDOT dvo dols Fri (-y >i]VM 3132:131\100 9 HW - HW HW - HV 4 FDOT TURNING LANE PLAN 11" = 29 0 5' 10' 20' 40' 1"=20' Lu C) N C) 1V pq>' y /,> ,r 1-1e� "y V- dvo dols Fri (-y >i]VM 3132:131\100 9 HW - HW HW - HV 4 FDOT TURNING LANE PLAN 11" = 29 0 5' 10' 20' 40' 1"=20' Lu C) N C) 1V C) 1V LU rn ( 00 )0 V- I©o ;Tq co U)o *- r t' N i, M-1 - cc 00 C:' - ID 0 U-1 M N:z =W CRg r=, i W0)0 c:> C�o z 0 C,4 LU LL SN CN - x LL Lu > 0 V) Lu > 0 > u z Lid u Ln z LU 0- U Lu u Lu LLJ Lu Lf) V) 0 cu_, 0 z Lu z C) LU rn ( 00 )0 V- I©o ;Tq co U)o *- r t' N i, M-1 - cc 00 C:' - ID 0 U-1 M N:z =W CRg r=, i W0)0 c:> C�o z 0 C,4 LU LL SN CN - x LL Lu > 0 V) Lu > 0 > u z Lid u Ln z LU 0- CL u Lu LLJ Lu Lf) DESIGN BUILD web: maidesignbuild.com email: info@maidesignbuild.GOM Date: 09-13-2011 Sheet Scale: AS SHWN rawn: WAA D Checked: D C-7 Approved: DTM 10 of 15 P roj #: 7011-005 a 0) t> N N Q N_ C}71 } U tP U ri N f 13 S!l l X33 G X a CA. E r to Ln n 9 I N 0 SYMBOLS ® Work Area =t> Lone Identification + Direction of Traffic - - - Median - -- - - - - - Offset zona /r j a) Oehlnd an existing barrier, r T Workk Area / / / b) More than 2behind the curb, /%/// / ✓/% % % ✓/ % / / / / / / r.1 15' or •onre from `ha edge of trowel why. GENERAL NOTES 1. If the work oparoiian (excicdog establishing and terminating the work area), requires that two or nicre work vehicles crass the offset zone in any one hour, traffic cdntretuillbe in occordonae w'tn Index No. 612, 2. No specials(gning is raquirod. 3, lh.s index also opp(ies when work is being performed on a multilane undivided highway. 4. Ihis index also applies to work performed in the median behind an existing barrier or more than 15' frau,' the edge of trovalway, both roadways. Work performed in the median behind curb and gutter shellac in accordance with index No. 612. 5'. When o side road intersects the .highway withrb the work crea, odditionol traffic cont: aldev.'ces sholloe placed in ecccrdcnce lvith other oppl.coble TCZ Indexes. 6. When construction activities encroach an a sidewalk, refer to fn,dex No. e6q. 7. For genera; TCZ requirements and alai tibnalihformahcn, refer to index No, 600. �- MEdian � ryEI,, _g ■ /V1dr END • r %� A g Taper Length - %L gee /.r. '/ '✓/'' RDAD WORK Table 11 i - ROAt? c Device Speng-Taper ceviee 3pacrng-Tong eat .500' WORK -/ c � , WHEN Table I Device Spacing Max, Distance Behveen Oevices (ft., Cones or Typo I or P.pe 11 .Speed Tubular htarkors $urri :odes ar Ver fr: (n'p'h' Panels cr drums Tcer Tan ort Ta er I Tan cnt DISTANCE BETWEEN SIGNS2S SYMBOLS Max. Distance Between Devicss (ft.) y5 50 25 50 5oacir,g (ftJ Orange Flog And type E Light 0 to 45 Z5 50 30 50 'peed 50 to 7C 2F 50 50 100 46 man or less 55 495 660 Sign IVith 1tf'Oi8" (0n.) 570 720 45 .man Ift 545 760 70 730 840 5C roan or greate' 2. This TCZ plan also opp/ios to work performed in the medics ,are The same oppYcs to undivided highways with 'hef0ilclyng exceptions- .x 50o'beyora the RO.AO WGRA GENERAL NOTES requirements for curt ramps specified in ,index No. J04, Temporary AHEAD sign or midway between (b) Additional barricades, cones, or drums sha/lb e placed Mang the walkway surfaces aria rampsshallbestable; firm, Slip resistant, and kept • signs whichever is less. 1. If the warkk operation encrooches oro the through traffic tunes or matea's. etc, construction equipment, stored r when four or more work wenches enter the through traffic longs 2010 FDOT Design Standards MULTILANE, WORK OUTSIDE SHOULDER Median --� --- - - - - White Reflectorized Pavement Markings PRESENT D157-ANCE BETWEEN SIGNS gp�ea Spacing (ft.) A B C dL rrpn or less 200 1200 1209 45 m h JD 1 36U 359 50 'non buo-I boo I h07 +55 2:26 or q,auter 264L 1640 11000 it Tile ROAD wrlRtt I A41LE sigr may be used as or, alternate to the ROAD WORK AHEAD sign and the RIGHT LANE CL05ED 172 MILE sign may he used a$ on alternate to the RIGHT LANE CLUSEO AhE,40 sign. e1 500 'beyond the ROAD WORK 4hfAD sign or midway bativeen signs whichever is less. SYMBOLS Max. Distance Between Devicss (ft.) SYMBOLS Iype i or type 11 Parrinnrin. n Verti-ni Panels or Crum, ,n a one hour period (excludeg establishing and termmaring the work area), a 6agaer sncllbe prcv"Wed and a FLACCER sign shallbe aper Tan e,7t_. Orange Flog And type E Light ® Work Areo [p substituted (or the WORICCRS sign. The flogger shollbe positioned ■c■ .Advance Warning Arrow Panel b Lane Ident(hcotion + Direction of Trafh'e L=WS at the point of vehicle ertry or departure from the work area. 475 900 55 495 660 Sign IVith 1tf'Oi8" (0n.) 570 720 65 545 760 70 730 840 Orange Flag And Type fi Light 2. This TCZ plan also opp/ios to work performed in the medics ,are The same oppYcs to undivided highways with 'hef0ilclyng exceptions- space at intervals not to cxcccd 200'. Tomaaeary ramps ahollmast tho (a) Work shollbe sonhned within one median lone requirements for curt ramps specified in ,index No. J04, Temporary loco 21but less than 15 ,fram tha odye or travelway (b) Additional barricades, cones, or drums sha/lb e placed Mang the walkway surfaces aria rampsshallbestable; firm, Slip resistant, and kept • Chonreliz'ng Device (See Index No. 6600) J. When iroork is being performed on a multilane undivided work area. matea's. etc, construction equipment, stored r in Ch cone, ring Gerice (See Index No. 000) 7- 1. Temporary white edaeline may be omitted for war4 raaowvy the signs -molly mounted in the median When work on undivided hichwoys occurs ccress the centeritne so operations (ass thou 3 duys. 1p WorK Zone Sign with reopening of .he s(dewalk, unless othersise noted in the pions. Allwcrk (as shown) shallbe a kited. to the approach of bath roadway's. 2. Signs. arrow ponelend buffer SDoce may be omitted if all (.R Required Locations For Either Temporary Lane Identification + Direction of Traffic 4. WORKERS signs to be rea'oved or fuHv covered when no work CONDITIONS (7) Wa,k oper'vtmne are 60 mirutgs or less. Lane Identification + Direction of Tigfhc with INTERMITTENT NORK SrOPPACE details (ahcct 2 of 2) when b)`peed Grrit is 45 or less. is being performed. Illht:RE A;* VEHICLE, EQUIPMENT, ,mph c) Na sigh' obstructions to vehicles approaching the CONDITIONS I 5. SHOULOER VIORC sian may 5e used as an alternate is the WOR,CERS .AMO THEIR ACTIVITIES tna taper length combined. WHERE ANY VEHICLE, EQLIIPI,4ENT, may be o i(tad provided I,el*163 in th fork area hove d) Vehicles in the work area have hlgfl-tn`enslfy, rotating, WORKER sVmbolsigri, ARE 6EH1ND AN EXISTING BARRIER, hashing, oscdintind, or strobe 'igh+.s ope-ating. CA'CROACII ON Til€ LANE AD✓ACCNT LLI 6. When a side road intersects the highway within the TTC zone, MORE THAN 2' @ENING THE G'JRB, chonnclizing devices shol/be ad to close the shcu!der in co once J eddicoble TTC devices shailbE placed in aacarCance with other f;R IS'nR bfnRF FRniv THF Fnrr O TRAVEL WAY. travel wow. See Index No. 612 for shoulder toper formulas. cophcable TCZ Indexes. Or TRAVEL WAY. W � LLJ 7. For general TCZ requiremarts cod alai !;enol rhformatlon, V'I � ; refer to lodex No. 600. 2010 FDOT Design Standards MULTILANE, WORK OUTSIDE SHOULDER Median --� --- - - - - White Reflectorized Pavement Markings PRESENT D157-ANCE BETWEEN SIGNS gp�ea Spacing (ft.) A B C dL rrpn or less 200 1200 1209 45 m h JD 1 36U 359 50 'non buo-I boo I h07 +55 2:26 or q,auter 264L 1640 11000 it Tile ROAD wrlRtt I A41LE sigr may be used as or, alternate to the ROAD WORK AHEAD sign and the RIGHT LANE CL05ED 172 MILE sign may he used a$ on alternate to the RIGHT LANE CLUSEO AhE,40 sign. e1 500 'beyond the ROAD WORK 4hfAD sign or midway bativeen signs whichever is less. Table i Dev(ce Spacing SYMBOLS Max. Distance Between Devicss (ft.) Work Area Iype i or type 11 Parrinnrin. n Verti-ni Panels or Crum, Sig, With 18''x !B" (Afin.) aper Tan e,7t_. Orange Flog And type E Light IN Channe!(zing Device (See index No. 600) [p Work Zone Sign ■c■ .Advance Warning Arrow Panel b Lane Ident(hcotion + Direction of Trafh'e Table i Dev(ce Spacing Speed `p (mph) Max. Distance Between Devicss (ft.) Ones ar Tubular Markers Iype i or type 11 Parrinnrin. n Verti-ni Panels or Crum, Talar ran ent aper Tan e,7t_. 25 25 50 25 50 30 to 4,5 25 1 50 30 50 50 to 70 2` 1 50 50 100 Table II Buffer Space and Toper Length Speed (mph) gaper Len;l U, Buffer 02'Loterel Space RnnsitinnJ Dist. L (ft') {ft.I _ Nnfes iKerge) 25 155 125 Wr2 L- 60 30 200 - 160 35 7.50 ?45 40 3O5 320 45 360 540 L=WS 50 475 900 55 495 660 60 570 720 65 545 760 70 730 840 Sheet Ne. 1of1 When Buffer Space cannot be otta;ned due to georne'ric constraints, the greatest attainable length shol'he used, but not ;ass than 200 ft. Far lateral trorsdions other thor !2', use formuis for L shown in the notes column. Vvhcrc L= Length of toper in feet W= Nidth of lateral transition in feet S= posted speed Emit (mph) GENERAL NOTES Speed (mph) e' Shier. 1. Waris operations shallbe confined to one traffic Ione, leaving 7. When a side road inter5ect5 the highway t,lth,il the TTC zone, 25 the adlccent lane open to trafirc. odditionol / IC devices shallbe placed in ;'ccordonce Ivlth other 42. Wsa L= 50 nnplirnhlr TC7 lndnxe,. 60 2. 0, undivided highways the •ned(an signs as shown are to be omitted. 82 40 72 VC 167 -1 when warp is nein erlwrneU in H. This TCZ pIm. does not appy g p 120 3. When work is performed in the median tune on divided hig,ivlays, the the mrdde lanes) of o six or more lore highway.. See rnder Na. 614. channolizing device plan is inverted and left lone c.'osea ar.d lone _ 200 147 163 ares signs substituted fa,- the right lone closed and lace end signs. 9. For general TCZ requirements and odditi'ondin(armatio.9, 240 F60173 217 refer to Icdex No. 609. 187 733 The same oppYcs to undivided highways with 'hef0ilclyng exceptions- space at intervals not to cxcccd 200'. Tomaaeary ramps ahollmast tho (a) Work shollbe sonhned within one median lone requirements for curt ramps specified in ,index No. J04, Temporary SYMBOLS (b) Additional barricades, cones, or drums sha/lb e placed Mang the walkway surfaces aria rampsshallbestable; firm, Slip resistant, and kept ® IVon4- &y centerine abutting the work also and across the trailing end of the DURATION NOTES ® ; work area. matea's. etc, construction equipment, stored r in Ch cone, ring Gerice (See Index No. 000) 7- 1. Temporary white edaeline may be omitted for war4 When work on undivided hichwoys occurs ccress the centeritne so operations (ass thou 3 duys. ]I Work =one Sign as to encrocch on bath median lanes, the reverted plan is OP06d with reopening of .he s(dewalk, unless othersise noted in the pions. Allwcrk r to the approach of bath roadway's. 2. Signs. arrow ponelend buffer SDoce may be omitted if all (.R Required Locations For Either Temporary 6. Post Alcunted Signs located near or adjacent to a of the faPolving cvt iFans are met' Or Permanent Curb Ramps. R. Signs and traffic ccntroldevicas are to be modified in accordance (7) Wa,k oper'vtmne are 60 mirutgs or less. Lane Identification + Direction of Tigfhc with INTERMITTENT NORK SrOPPACE details (ahcct 2 of 2) when b)`peed Grrit is 45 or less. no work is being performed and the highway is open to traffic. ,mph c) Na sigh' obstructions to vehicles approaching the CONDITIONS I work area far a distoncs aqua/to the buffer space and h J 5. The i channe zing devices directly n front of the work area tna taper length combined. WHERE ANY VEHICLE, EQLIIPI,4ENT, may be o i(tad provided I,el*163 in th fork area hove d) Vehicles in the work area have hlgfl-tn`enslfy, rotating, WORKERS OR THEIR ACTIVITIES .high-intensity roto Ung, flashing, oscr,latrny, ar strobe lights operating, hashing, oscdintind, or strobe 'igh+.s ope-ating. CA'CROACII ON Til€ LANE AD✓ACCNT LLI IIIVolume and complexity of the roadway rias been considered TC' EITHER 5HOULDER AND ThE 6. When paved shoulders having a' le'idtn of 8 It, or ore are lased, chonnclizing devices shol/be ad to close the shcu!der in co once J AREA 2'DUTSIDE THE EDGE Or of the merging toper to drectver.cvlor traffic to remain L0hln the O TRAVEL WAY. travel wow. See Index No. 612 for shoulder toper formulas. DURATION NOTES 1. Sigrs and charnel%zing devices may be amittod if all of .the fallowing conditions ore met: a) Work operations are 60 m(nu`.es or less. 6) tlonlcles h the hark oreu hove high-intensity, rotating, f'ashh,g, oscillotlog, or strobe lights operot;ng. Table IT Taper Length - Shoulder Speed (mph) e' Shier. �3/ (ft,) 10' 5hldr, Shier. Notes 25 28 35 42. Wsa L= 50 30 40 5C 60 3555 66 82 40 72 VC 167 45 120 150 150 50 1J' 167 _ 200 147 163 220 160 200 240 F60173 217 260 187 733 )8O 6' minimum shoulder width. %3L- Length of shoulder !aper in feet W- Width of totolshaulder in feet (combined paved are unpaved width) S= Posted speed limit (mph) CONDITIONS W:YERE ANY VEHICLE, ECL)IPVENT, WURIlERS OR THE717 4CT.,VITIE3 CNCROACfl VIC A2CA CL05ER rl !AN 15' BUT NOT CLOSER THAM 2' TO THE EDGE OF TRAVEL WA;'. MULTILANE, WORK ON SHOULDER lit - Q J / vi.. a-.,, , b - Tomporvey Poveu,ent Mu,kings F'uced Thr uugh Work Arev EVEN PAVEMENT And Devices Relocated Luterclly 2',rc 4'Cutside Edge Of Travel Way Median 7/77 / /,// D I r K ■ ■� f `` 41 Dp B C I Land Satter Space Area Temdororily END Reopened To Trafric 500 RDAD WORK Y �� ✓ � `,7� .. � Arrow Pon el Operation Oscontinuad ROAD Al �-� ROAD ` And Arrow Ponel ShaPl3e Removed fir UNEVEN 'NORK `r l WORK ,1 i Relocated Outside The Clear Zane Or I MILE ,\ }MILE LANES Pe 5'rlelded By A Barrier Or Crash Cushion SPEEDING INES11 Hinged Dr-'� DOUBLED ✓ Overlay Temporary Pavement Markicgz Placed Through WorK Area WHEN WORKERS Shields And Devices Relocated Laterally 2' To 4' Outside Edge Of PRESENT I Travel Way. UNEVEN PAVEMENT INTERMITTENT WORK STOPPAGE - LANE REOPENED TO TRAFFIC �r 41 �$ m 4 1 � rTennnrnry frnsswn'k rifrrYing / SIDEWALK CLOSED III I � rane�Eac CORNER SIDEWALK CLOSURE WITH TEMPORARY CROSSWALKS MID -BLOCK SIDEWALK CLOSURE 414 ■ Q \ . PEPE91rilAN �/ ■ WAllNIAY ■ ■ ■ ■q ■ ■ x 3. ■ ■n ■ ■ PECfSTftIAN e . � ■ - �� � WN.KWAY 414 MID -BLOCK SIDEWALK CLOSURE WITH TEMPORARY WALKWAY Sheet Na, II II i II _ II I II g IIIIIII; II NOTE: CONTRACTOR SHALL FOLLOW INDEX No. 611 FROM THE BEGINNING OF CONSTRUCTION II 7 TILL THE END OF THE PROJECT. II ii UNDER NO CIRCUMSTANCES SHALL LESS ii THAN THIS INDEX BE FOLLOWED. CONDI TIONS WIERE ANI VEHICLE, ECUIPME,NT WORKERS OR THEIR AC TI VITIE5 ENCROAC i ON Th;E SIDENALN FOA' A PERIOD Or MORE THAN 60 All ViTES. W GENERAL NOTES N O +t7 I. Only the signs cantroXhg pedestrian flaws ore shown. 7. When construction cotr✓ties involve sldewaiks on both sides cf the Other work zone signs ,ilibe reeded to controltraffic on street, efforts should oe mace to stage the construction so that both the streets. Sidewalks are not out of service at the some time. 1. For spacing of traffic cootroldo c s and general PCZ E. In trio ovsht that sidcwclks an both sides of tho street ore closed, requirements refer to Index No. 500. Moximum spucing pedestrians sncllbe gelded around Me construction zone. i � h0w,ian barricades, verticaipcnels, drtims or tutufor morkcre 3halinot De groom, then 25'. 9, rcinporory, vrcdntoye ahallbc a minimum of 4' wide with u maxbllum /� 0.02 cross slope one a maximum 9.05 running slope between ramps. C J- 00 Q�M00 .,- itrrr.t lignlirg shit, Id 9. nr�s'if�r.+d. Tromnrnry w 1Awny.s `11.5tl•no .5'in wiNih shit/l nrn vide for o .5'ir .5'nn.s.sing LLQ cej M d W space at intervals not to cxcccd 200'. Tomaaeary ramps ahollmast tho 4. For nighttime c=ure5 use Type A flashing warning requirements for curt ramps specified in ,index No. J04, Temporary SYMBOLS lights on borricedes supporting signs and Closing sldewciks walkway surfaces aria rampsshallbestable; firm, Slip resistant, and kept ® IVon4- &y Use Type C steady -bum lights on channolizing devices free of any cbdtr.. Care and hazards such os F,o'as, deans, mud, ® ; separating the work area from ve,hiculcr traffic, matea's. etc, construction equipment, stored r in Ch cone, ring Gerice (See Index No. 000) 7- 5. Pedestr.'an traffic signo!cispioy controlling c!osea IV. Temporary romps grid temporary crosswalk markings she/lbo removed ]I Work =one Sign orasswaiks sbcllbe covered or deactivated. with reopening of .he s(dewalk, unless othersise noted in the pions. Allwcrk r d 0 and muteriaia essocioted with constructing temporary curb ramps and (.R Required Locations For Either Temporary 6. Post Alcunted Signs located near or adjacent to a tomperory crosswalk rra'kings, remova:cnd dlsposolof temporary, curb Or Permanent Curb Ramps. sidewalk ,hallhave a Tmin,'mum clearance from the ramps and remporary crosswa,k markings,. and restoration to criyinal Lane Identification + Direction of Tigfhc bottom of sign to the sidewalk. condyton shollbe paid far as ,Maintenance of Traffic, Lump Sum. Sheet Na, II II i II _ II I II g IIIIIII; II NOTE: CONTRACTOR SHALL FOLLOW INDEX No. 611 FROM THE BEGINNING OF CONSTRUCTION II 7 TILL THE END OF THE PROJECT. II ii UNDER NO CIRCUMSTANCES SHALL LESS ii THAN THIS INDEX BE FOLLOWED. CONDI TIONS WIERE ANI VEHICLE, ECUIPME,NT WORKERS OR THEIR AC TI VITIE5 ENCROAC i ON Th;E SIDENALN FOA' A PERIOD Or MORE THAN 60 All ViTES. W fy N O +t7 N O r_4 .D N O N tti C0 i i S � i � Q w /� 't r C J- 00 Q�M00 3 4J to LLQ cej M d W `I V I W LL + Q E ,. W ■ ® ; G V N1 LU N M 0- LL I 7- i L� I O r d 0 z i W � Ln LU I h J L Q LLI L J I O LU W � LLJ I V'I � ; LLI t W N I � l W r -2 I S Z a u LE i O N M I I i LU N C0 1 Q w /� 't r C J- 00 Q�M00 3 4J to LLQ cej M d `I V I W LL + Q E ,. 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I inn 3LHM a3Hsra :22. ...._..-..._- .____... .-. ^"`�_'_'-- a3Q1f10Hs 1 _..__ -_.. __ _,I._ .____....-_,.�._. -_ .��-__.-_.,_.e.�.._�_•_ - -_ - ..r_ - .- ..»,_ - - - - -. 3Nn 31PM1 On05 ''vs`sri y.�vN'.Bra $�t gj _ XiYM 313'N40_2 )ITIM 313a0N00 S __ XTIM 313a0N0a ,S ry ` M dols .'- Wit 1166 � -_ are dols Mow +r3 z ex,r.:.ura Yg'y o A 7�a Y C) tti sl Cj �4 r S ai, r { I F DESIGN BUILD i web: maidesignbuild.com I email: 1� info@maidesignbuild.com I PDate: o9 -13-2o11 Sheet j FDOT DRIVEWAY LOCATION PLAN N.T.S. Scale: AS SHWN !Drawn; SBC I C-8 _8 i Checked: DTM - Approved: DTM 0 15' 30' 60' 120' 11 of 15 1" 60' Proj #: 2011-005 Prinoi re Past PositionFri-cFIc F~tot -- -.- < 'Canted .. o 0 Toward Flow) 'i -n ( � d o Posta Ga to 1 Gp tionalPast � 20• Ta t)ord '\ Fouliry Mesh t20 Go. bbrd --` Fosi(ions \ post Options' Cr T e A rence Foont Post options: scftVood -9" '01S. (.r»c, N'. 801 a 51.06a, 550 S•.,Itwuud 2i_" AV', Optional Post Positions Sdit,cod 4'QV4" FDDT Spec.) :7,X4" -I 1 softwood F " Uia. ��. Hcrdw'oud 3 1:., r1 ! Hardwood 1/g x -� I 4 Steell„ 3.3 lbs.lft. A1in..� S 10, Alex: 1 / St6et1.33 las./fit M.n.. '� Poultry flesh 6'Mux. \ I % Ater labile //^ Confaiinvnce Witn 1 f �r }.Pe A Sect. 985 FDDT Spec.l - 7 j `� erica Fabr;s Filler Fabric II I j Silt low / F, ter Febrlc w I I I I ! I/I f-_ a tiller Fn!irir. !In fon(nrmnnrr. I I I / With Sact, 985 FOOT Spac.1 / a I�--`---� if t. � I I I Silt F1vw SECTION ,_ �y ELEVATION ' TYPE III SILT FENCE I I u I U ELEVATION SECTION SW Fence -! ' 3\ TYPE IV SIL T FENCE _ -��•� Stormwdter P. uridff a . o pdsf titi - \\ sdt Fence Protection In � Ditches With intermittent Flaw -�-✓r Piece The End Post of ane r once Ddhinl �N�\ . ^"'w - rte End Fast Of The Otner Fence As Sitcawo. j\ t r o es In A Ratofa loth acts A( Least 180 Dsgra ' /i ) t A Tight sea, t l actio 'To Creole � \ rf n Clorkw+ser 0 9 'A .R _ \. I \ +' �"• w �\ l The Fabric Mk uferio I Silt Fence y - W-1 Drive Bob, posts Into rhe Ground Aad Bury Fop, Silt Fence Protection' - Around Ditch Bottom Inlets PLAN VIEW SILT FENCE APPLICATIONS JOINING TWO SILT FENCES NOTES FOR SILT FENCES Ill- s'a'il) for. 4; Where used as slope protection, S/t Fence Is to be cOnsfruutad on OX lcng,tudnelgraae to 1, Type Ili Silt Fence' to be used at ,lost lucu('airs. where used in. bitches, f 6 cvafd crionoelizing rbhoff along the 16,907 of the fence. Type III Silt fehc6. sbcllbe in accordance with Chort 1, Sheet 1. 4..%lt Fence to'. be used where. large sed;ment loads ore anticipated. Suggested use 5.. 5,7t Fence' to ba paid for under the contract unit pries for Ssdimant Bomar, (LF), Tywh IV S i5 where lillsrvpe is Irl or steeper and length of slope exceeds 25 feet. Avwd use wnare the detained ;vote., may back into trovellones or .Off ,he non€ of way. 3. Do not corstruct sot fences across Permanent Cdµ(ng watercourses. 'I'll feaees are to be at uplond Inactions and turbiclty barriers used at P'manent bodies of water. _ - 20101nta:fm Design Standard oem Sheet No. REVISIONS 1/01/1 3 of 3 er - - Duca tPdo:�e P y;t=m "e.r� m Nor= J. TEMPORARY EROSION AND SEDIMENT CONTROL-tim. 1r. 0 1 `1Gte µ a�•r 45' D.02 r, Rnmp [With N' Afm J -� 202 - / Sidewalx Curb Romp V/kith (4'Mir.l�� e' // r.., c0• j 0 a (Where Necessary) c' �'- Ramp And \ Sida.vdlk Curb �\12� \ �' 3 Min. 1 ' 12 (Not Kequired Ramp And ,lamp And ,- FQ a r Sidewalk Sorb`; /y ab/�L �,12 Sidewalk Curb- j44 /rl,i`, / a c exceed $ it1 9 / �` In Length) ' LTc 112 Landis q / •` 5 und 2'Liin a9 LT 'hlin. b/w 1,� `I ij �'Landing�k' - CR 2 r tN CR 2 Q " .. - m ,1 e 5 7 lh Gr �ti Crosswalk wit fh and configvra don vary9 must eaMorm to Till ------ � index Na. 17344 and 1734 c. 0.07E / Ramp Width N'Mirl,)7 Sidewalk -7 U. 92 / PLAN ,Ramp And- 4 T \ Rarnp And Kam And 6f;R• Sidewalk Curbs cF" / 5idewaL't Curb P 'L Sidewalk Curb`. �f';'- �.Landing _, l l rid;ngx'a' 2'Landingx:x / P,aw Nervi. 2' i0 sidewalk Curb €� Homo Vlidtit N'Alin.)* - .\Romp Width (,i'MinJ* \�° (Where Necessary) 2'L ending z x D.0? CR Z! CR 20 A GR 22 .SECTION AA DIMENSIONAL FEATURES FOR PUBLIC SIDEWALK CURB RAMPS FOR LINEAR PEDESTRIAN TRAFFIC (ED) DIMENSIONAL FEATURES FOR PUBLIC SIDEWALK COMBINED CORNER lei a" TrdnRAMPS UNDER CONDITIONS OF INFEASIBILITY Orap (tD b" y h Vora'ithi^ or {r Rome Widths For Curb Ramps OR 20, CP. 21, OR 22, CR 24, and �, _ a crate 6" x 1_ - d ,ins -' p - 1in (n Ra Jri^tri Cnndil� 4 h r had To N o flit , 5 h.n 5 n Rnr1u F+-+y Y I I ''in Y (Varies) I � � //""'H ( 00,\ si.iauok Curb V/ten Approved By The Eng neer %` Rump. 5idawvlk N QO Romp, Sldewplk /or *'*Lower landing not requited at driveways, parning rots, or Other 0.02 Or Lardilg Cr I ending f j/ \ areas with pavement cross -slopes less than ?.: iG.02J. MONOLITHIC CAST CURB SEPARATELY CAST CURB r"("Jul F;d,:wulk Carr✓ In Al,-,., Ol A,Jrrlau1, Ruflw, b1aintuinoble Surface Contour, .Abuting Structure, Or When RAMP AND SIDEWALK CURB OPTIONS Called For In rte Plans er Standards BACK OF SIDEWALK CURB OR BUFFER TRANSITION CASE 1 CASE 11 CASE III N,TFS With GFNFFa r r or Use Lin All RaaGs d for ads Ar a c ere o I Raro; Ro hereon serve os For Use to AI <- shown h_ ea F a tie,.. 9 - f Cale nin Sidewalk. 1. The �, e Ba C p aro And signs Mau f d Y For Use On Free � Fo c On Freewuti' And Expressway ftemps. E:rpress,vay .System.. For signs Cot Mnrn!ire. 'orating the traffic signs roomed ender venous ocdsi(Je cundiUons nor sze end details of sign const uc ran and footing, refer to the appropriate standard index dra.vrng for roaa side sign. 2, It shalibe the CONTRACTORS resPonsibility to verily the - !engin of sign supports in the field prior to fabrication, J. Ground signs Shelled installed at on cngto of to 4 ,n 12 M r t ;f �tratian). degress away from the traffic law isle / Mcirlin6 -� 40' Std. �l Sidewalk ^ Shoulder mounted signs shalibe rotated counterclockwise -novel Way s - Truver Woy� 2' Curb & Gutter I and yl median mann ted signs rotated nuturss \ SYd. Travel IV Siyna or, cur✓es shuAbe mruun(ed us solea uLuve hwn �. _ the perpendicular to file motorist (ria of sight. I-... -�-_may Pcved Shoulder �✓-Sign Face I 14 Horizontol Cleoronce Standard er AriFreewoy And �' �" urgle From Center For Median Instctlaticn: E.vprvsawdy Romps. {ii Of Roadway 11 Aledran Width Does Vol.Allow Std. D(NOt Frcm Both Roadways, Confer Sign In A4ediar. CASE VI 4. The setback for step and yiefd signs envy be reduced to CASE V 3'minitnum from the d=iving ane 'f reau;red for CASE IV (MERGE SIGN) For Use O, Ali Hocd,voys vaioihty ;n busrness or res,oen tior sec tions with no curb For .Use On ALRural, Freeway And Expressway Systems. For Use In Business Or Rosoonffo/Areas Only. With Signs Behind Guardrail. and speeds of so MF'!/ o- less. 5. The mounting ,heights are measured from the bottom of the sign poneltc a Forizonfalline extended from the edge of the driving lone. If the standard heights cannot ba met, 14'h1rn. 14'h1in. 2'Mio. the cninim.un heights ore as forows: ,n !Mainline) a 2' _c Trawl Way_ Guardrail --_1. \ R Expressway CF Freeway Sy'sfens T h1in. Other koadwny Systems Travel ;n V: Ru'cl 5' way ry \7P Travel Way K. Croon (including res;d6ntiollwi Ul pnrking and ;rir parn;tri,,, octiv;ty) 7 'J•-� If t secondary sign is mounted teiow the malar sign, the major stun sha/lbe at ;east 5' and the seam. sign at least 5' for ezpre5sway , fr6ewoy systems and for other systems the height to the secondary sign shalibe at least 5' for Lrarand 7' Por urban sections. - '- MILE ditches .Sign supports should never be placed is the bottom of ditches where erosion rniaht affect the prober operation CASE VII (REST AREA & EXIT GORE SIGNS) CASE VIII CASE IX (MILE POST MARKER) 7 of the breakaway feature. Sign On Is;and or Curhed MedM Median For ore Information For Use On All Fre ay And Capressway Systen-s Rotor TO Part 20-40' 4 7. Sign supports shallnof reduce the accessible Of Tire A4orual Dr, route /continuous Passcge to less than 4'min. clear _ Uniform Truffic '0iil, ua reuu;,eJ by fire Aneriuuns w;1h Qisubitiid,, Contraldevices _ 16' Act (ADA) Accessibility Guideh,es. 2' /too -Ivlorkar Trove! Wcy_\ +n o Curbed hled(an \ 6' Min.. in err Island L in Travel Way i� Rcmp x`<lMwr,l;hs%,'ravel Wuy - -- - - Le°t Sheat No. Center Sign. Column !7n Lalnn(i - - - 2010 FDOT Design Sta ards - R -'o n TYPICAL SECTIONS FOR PLACEMENT 07(01/09 1 of 1 Index No. OF SINGLE & MULTI-CO4UMN SIGNS 173 SCHEDULE OF BELL REINFORCEMENT Classes fl, III, IV, t, Nall A_61 C Ncmna/DeSinn Pip e P F lJramatar Bell Peinfarcament Mnx'mumr Hein cor ernent Under Tolerance - - in• -ue• fact n er foot 46 To 55 IC While Skip with Back Contras!, i 10 IVhite Sk'p IVith ,C alack Contrast end 20' 0.07 0.010 C 0.09 0.010 ` t7 solid -Ta vridle Euye Li"e ur Lane fine 36" 0.14 0.010 42' 0.16 "I 01111 s8" 0.19 0.011 54" U.21 0.012 Said White Chonnelizing Line 1 6P. ' 0.7fi - -- -- u"�-61 I L /8" n lnilnna :vifh i nrfrti tinnn'trinngrn annly spnrad wi'hlrnv u using some sp Ocing when a arAre ;one is present. - ;„ M 0 M cv CD CD d4' 0.33 0 n1 Q5 loll G.Jb U L - 9E" .37 0.0225 102" 0.30 2024 108" 0.42 0.0255 Alh wablc Tderance Far Last Co No• of Class I .oncrete - Ex'sting_- Fc9l Nrap Of Rern forong 4Vh6G 1.75 C (hlcy Qs Farmed Bl' Any `y- '\\ Method Approved By the Proposed. 1 Ell; tical Cc a 1 y ` Us!n Srn s a �-.-- p 1 9 .nairasrJ / 9 � E __ - .a„ rrr - V•c Of--.-. / t Th. a Lcs Fu!! t 7 -p P Minn C( ?0• Ala, Ra iry Po all Extend � 1 Reinforolh Sn � 9 ~\ Alternate Arrangement Of i- r rt,nn„Cxis Nog C,drvv;ILess to the S'hau/der Pont \ „ - P _ ..,._ low �radz Than 1'$s � - � �9e!I Reinforcement .Ano hiaet ASTM C-76 - / s_1 � �� I Hoo v 1 / Q � l; 1 I jr2" hlin. Cover 3' Alex �` - � 6L%"fj7x16" Cavcls W__Y1T7"t I II Set In Adhesive TI' I I U --Existing Fndwcll 1 •�Min. Caer tBanded Maer%all f J System '-Rubber Goskel (Rou,d Or Profile! v 1 (Round Rubber Gasket Shawn) -----_ --- F \ L --_•-j Cut Toe Of Eaisbn En mval+� 'Spigot Fnd To Re Placed Al s'.AP circumferential staeNocated above this line To Contour Of Pipe Cxrs ting Cndwo7l Regardless Of OJ%cation Of Flaw within 1.75 L is defined as bePreinforaement. C ROUND RUBBER GASKET SHOWN E T LONGITUDINAL SECTION DETAIL OF BELL & SPIGOT CONCRETE PIPE JOINT USING ROUND OR PROFILE RUBBER GASKET 5 ION AA Note' coat for remcvaland dsposclof portions of top and tee of existing Class 1 Ccn^rete en,wnLnnd cost of conn .hq, reinfnrring st"lnnd rrnsinrcfinn of 12- For Ppes 14"a2J" Through i 9"x10 -ti --Any Wire Mesh Arrangemsnt Which Provides collar to pe inc/udcd in the ccntract cn;t price far pipe eu%vert " '4"x38" And _0 _4 For Pipes [ 9 \ r Cf Stee/rbed Per Linear in ��� r �, \" 0.126 Square inches CONCRETE COLLAR FOR EXTENSION Fact Both IVays Mdy Be Us6d; Provided The - 1 wYes Are Spaced A Afinlimm, Of 2" And/Or iP" Fnr Pipers 1.5' Thru OF EXISTING PIPE CULVERTS -- A Maximum of 8'Or Centers Varies C;aas I For Pipes 3011 And Lw9cr Smooth Inside - { ooh Insd faint I �•'�-J- I Con CONCRETE JACKET L Concrete faint With ' ru Class I hlartar Conc. � / -Duubi9 Guskel +^„ Rceid Ur Lflipticut primer (Preformzd .alas Cc) KuUber Uoskef - ) Main line Pape Jon t- 3' 6" f4 A i/2 � - n ckel. Note nor rernfaraement sec elliptita'prpe concrete ,a ,ygav; Diameter-��" Of Man - _ .. 7777.-, I,. IIan, (AIIPi e Srzesr Line Pipe r�2 Her (0f . BELL AND SPIGOT TONGUE & GROOVE FlGnticnl Mnin l me Pipe; tva c ' Primer Filter Fabrit Jacket Re. v lied a1 Fili q � n Finer Fabric Docket Required DISSIMILAR JOINTS 5 PREFORMED PLASTIC JOINT PROFILE RUBBER GASKET stub P''peY (BEFORE PULL-UP) '° m nuad g 4° Nin. (BEFORE PULL-UP) Bituminous Coat'ng Required For CMP , Cut And Band- !Arn tu t e Rihr'nous 4nter' I Aa Pipa Rel,farcament - r ;icd1 Brtumirou., Contin Cast err ccrcreto jacket or filler .ek,rie jacket to be Bc Field App 4 Beyond Concrete Gu„ar Extend 12" 6e a � 'included included in cost of al!ipticelcorcrete pipe culverts. To F Y Cost tit concrete and steel t0 he r'ncu ELLIPTICAL CONCRETE PIPE JOINTS _ 12" t contract unit price for pipe culvert. Varies Jaint�_ Woven Of Pionwcv«n 1 I CONCRETE COLLAR FOR JOINING /�Fi;ter Fabric i I MAINLINE PIPE AND STUB PIPE Type D-3 I Alin. lin YP l'�� Overlap 2'fArn.,}-GSez lndux Na 1991 M1 Securing Uev,cc _- (Corrugated ted ` "y, tLL1Pr1G'AL PiHk Class I Concrete- ~ (Carrugcted Slael, Carruga.ed Jurat _ ,f \ im- ��r 12 Alur:,um, mCorrugated Falyethy F;end, or /C) VB", _-- _.. �� Joint - Pipes To 6L' ,.�. Plate+Cost of concrete and Uituminous coafr. ling to be inctuded Masonry' Plug -L //"I 9" , Pipes n'R" Tb 10$' ]2" !Woven Dr Nanwnven coniroet unit price for e;ther now pipe or Mitered End Section. / 16" Pipes Abova 108" (� Z h1in/ (titer rubric J MF" ire � Alternate connection must be approved by the State Dro;nane Epgneer ELLIPTICAL PIPE SHOWN ROUND PIPE '--Secunng Dev;ce . A concrete jacket of dltnot be used to ;'o:,: VIEW PIPE SECTIONS ISOMETRIC fel metvlpipe cf dissimilar mater"o's Note+ Unless otherwise called for in the plans, the Cus1 of Thier fubric juckui tv be 11,cf ded ir, cull of pipe c'ulvsrls. (b) flex,ble pipe when the minimum cover reoured irr cost c(pruggirg pipes to be included it contract FOR ALL PIPE TYPES - CONCRETE PIPE SHOWN accordance with .index No. 205 cannot be obtained vrilt price for new p:po. DISSIMILAR TYPES PIPE PLUG FILTER FABRIC JACKET CONCRETE JACKET FOR CONNECTING DISSIMILAR TYPES OF PIPE AND CONCRETE PIPES WITH DISSIMILAR JOINTS - renin a nT flaelnn Sheet No, I 4„- `- Fkngr:vay Gap 2 j At . W Cote /3f Y Flcngeway Gap Ma/ Be Up TO 3" For " Freight-cnly Railways Rs%Road Cross,bg PLAN Sidewalk Curb (Where Plece55orV) MISCELLANEOUS DRAINAGE DETAILS pn curb remes, mndrngs and Ruhi-, sitrons parperdlcolsr to the curb tine Rows of drones shollbe aligned with the centerline of the ramp. (Site Pictorial View A) PICTORIAL VIEW B PICTORIAL VIEW C :toetactdole warnings may be placed perpendicular across the bctrom of the curb ramp. but onlyrf the bottom or the curb ramp is no rro-e than 5 feet from the beck-ef-curb. - PICTORIAL VIEW C PICTORIAL VIEW B On landings dad flush transitions at rudws returns; on sura romps at radius returns: Haws of Rcws of domes are not required to ne aligned witr. dames 5hollbe aligned with the centerehe the centerline of the ramp. (Sae Pictorial View B) of the romp (See P,ctunal View C) TYPICAL PLACEMENT OF DETECTABLE WARNING AT CURB RAMPS ��...:_: • is I �i: ��� i >�g1 i + ' :: sl+ 1 _ � �°' �_' 39i t is � i •�f B� �i 3s� i 3'�' � � � i li s Fss ; i9�B 3 1 I SSS4��' ii 3 :a a i i:° d �. -•e i lid s ft •6 1 Ii u til ! 6 �is ii2 1 • i jji����'iIIItI ..sii i il�ss•... .i a" - u a"- 4 - -4.. RI 2 ip ,n j 4 -IJ hl Rl=3'3.3?5" U Turn R2 63" lana -Use Arow ruin ano Through 27 a.f. Cone -Use DIMENSIONS ARE WITHIN 1" + Arrow 29 err. f. PAVEMENT ARROW AND MESSACE DETAILS Arrow 24 9.4 TYPES OF PERMANENT LONGITUDINAL LINES BAS/:: CLILBR RIFLE: White lino; cep nrnfe trnffAr. ''n the soma drrecfian YeLnN lines sepnrnte trnff,r in oppc sang rfrer.frnn;. 4"= I I 22 ad. 20 af. 4" 17 3' Through Turn Preferential Lace Symbol Lune -Use Lone Use Arrow Arrow 11 a.f. 12 a.f. 17 a.f. Right Turn Arrow To Ba Reversed. AGTFr When arrow ar,d pavement message are used together, the arra:v shellbe io❑alod down stream of the ocvement message and shellbe separated from the pavement message by a distance of 25'(3ase of the arrow to the base of the message). Stop message sho/i De placed 25' Arco, back of stop lino. Yclia.) dotted lines rimy oe 'l,ad in speco'coses Black may be used in comh,nabun I'ith whrta for s,ap 6, Skip 101 Cop Extension Of Edge Line CONTRAST MARKINGS tires 4rhere a llgnt-colored pavement does oat provide sufficient contrast with the markrn9s. 250 l 11111 11 1111 l l 111111111111116" F Through Cress-Oo-er Area 46 To 55 IC While Skip with Back Contras!, i 10 IVhite Sk'p IVith ,C alack Contrast end 20' 10' 10' 10,10, Irl' 1 G 10' 10' 10' :0 E a r .. . A _r6„ ••VV;tn 30'Gap5� 1%" 61ack Contrast C )ellaw Edge Line 1^, JU' ❑ d0' SU ❑ b" �] � ❑ yLContrastI 20 0,�2U� 0 t�- !U �6„ solid -Ta vridle Euye Li"e ur Lane fine - T T9 r�� to lD' _. - -- 5ulid 10' lo' u' ru' r ro' to 2'5kip x'Gap Dotted Lina (Turning Guide L re) 6, Skip 101 Cop Extension Of Edge Line 200 25 To 35 250 l 11111 11 1111 l l 111111111111116" F Through Cress-Oo-er Area 46 To 55 - 325 i 6„ 10' 10' 10,10, Irl' 1 G 10' 10' 10' :0 E a r .. . A _r6„ 00 ■ E I r I wo-Lane Possinq PTChrbited f Yedow) w i l Q H 6" Said White Chonnelizing Line 1 Yield Lines 5-15" X 27" White tr.angles faeinq tra(f'c Double Solid 19➢aw (Cr White) v1 - -- -- u"�-61 I L /8" n lnilnna :vifh i nrfrti tinnn'trinngrn annly spnrad wi'hlrnv u using some sp Ocing when a arAre ;one is present. - ;„ M 0 M cv CD CD • W O N J'Skip 9'G'op Lane Drop rFlorkings At Q � lX r� l interstate lamps 9' 9' 9' 9' 9 9' 9' 9' 9' 9 9 9'2010 -- F--: -- - -- IO'Skip .30 Gap Yrl/nw C6nferGne 30 30' 30' 30' - , 9 g' 3 3' 3 3 3' 3' 3' 3' 3' 3' J 3' d' 3 3' CJ) r r - . FDDT Dasl gn Standards G - 10' IC' IV, !0' 10'7 C� ' QO � Q Z 0 c+nrnlAl AAADIllllll3 AC7GA@ GENERAL NOTES public right of way at locations d in the ub c r ri; s hafte cons( acte Y 1. Public sidewalk curb tl r s p 9 that wiJpravide continuous unobstructed pedestrian circulation paths to pedestrian areas, s an public right a Na - ❑ rid to accessible oda titan route 'n fha ub a vF l moots and rac,rt es ,. elements P 9 L adjacentoee nt sites. Cu rbed facilities 44th. sidewdks and those without sidewaks are to hove 'ti. curb ramps constructed at dlstreet infer. rt'ans oral at turnouts that have curbed ra urns. c�aelre ua , Portialcurb returns shollextend to the limnl prescribed by Ird-x No. 515 to accommcdute lanai, curb ramps. Romps constructed locationsat Iatians without sidewalks shall have v g 'tip ryttv4 `-., A rnnstnmtnri of the top of ori romp, sae :Shoat .h'. 2 f curb ram P .The lacctian and orientation o ramps shol(be as shown !n the Ions. C„ J. Curb ramp running slopes of unrestrained silos shallnof ha steeper than 1 'I2 and cross rNcfab" < store shal7be 0.)2 or Ratter. Transition slopes shat/not be steeper than 1 +12. �C � �c,<s'©� y'v / Nnen altering e.eistinq oedesbion facilities a -ha, -e existing site develcolirePt precludes lily the ccconvnodgtipn of c romp slope of 1 :I2, a running slope between 1 +12 and 1 • IC is and 1 + 3 is ICT ,I,• \ ~�'`ti: _� \ `��„-, ,/ permitted far p rise of 6" ma.rimum and c rcn,ning, slope of between 1 : 10 © cQe. a• / m;tfsd for a rise of 3" muxim✓m, Where comphonce with the requirements for cross F lYi �+.. m•:: r.4r,.1:.- psi �f''f('�;'>7>• wy Iyr'P c, \ _y L r"'.y\ slope, cenntt be f'Jly met, the minimum feasiCle cross sfope she+loo provided, Lf gnu. •lino h S. r'o 7• ,� Jo aS-c';\� Romp running slope is not required to zxCeed 8'in length, e:<cept at suss ware the plans specify o greater length. Tse a'L>' Po 7 4. If o curb rornp is located where pedesf%ians must S}'Sok caress the romp, then the walk shat �q 'ro e c � %oS/ s�cL., o"haus Gcrrsifian slaps (a foe :crop% (be moaimum slcpa of Ins !runsiGvn shdtbe I::2. aLQwer landing not requirsd at driveways, parking lots, ar x(� Ca Other areas will) pavement crass -slopes less than 2.: (0.02), J, f a�F rryca ss'a`l't ^. Romps with curt returns me:/ be used 5t locations where other improvements crovlde guidance away from that portion of curb perpend&vler to the sidewclk: improvements far guidance ore riot requ-Teti ul curb rumps fu; lineur pedes friun Gallic. �px T Y '19 `a � ST'Q `�'n r per w,vV 5. Curb ramp detectable warning surfaces shall exread the lull width of the romp and 28" deco Detectable warning surfaces shellbe constructed f1r. accoroance with Speci(ica tion 527. See Bdgk U' Sidewalk �ncoa Sheet o of D for detectable warn;ng layouts. Transition siopes are not to hove detectcb'e l wordings. .� Jlignrrent Variations - y \ - nor BACK OF 51DE IVALK CURB / x r. err sAdeival , ridguttera d - r curb a l constructed iruCted I within sxstin core, romp is ,as 9 I f / \ - Where a euro v of 1 T b P + \ AN ITIONS BUFFER P s OR 8U r . 1 joint beyond and the ' he nen es rine renin ved In t Y gutter shv J Up. r curb and ,f �.�� And For RAMP AND SIDEWALK �Umit udrhts U the srs'ing curb n fn g ' r. f curb err curb and utter ;s i ecbo a 9 that ria remmrn s o �•:. �--` ed 70 3' rt, Rarn s r t the extent 9 Be Asduc <� �� Cu t dnsitius o 0 �4' Ma curb r y ✓ see Sheet 4. P � R OPTIONS - N\ P1' � In Restricted Conditions When /'b CU 6 r ) a'� Approved B The En neer '��% / less lion 5ope The existing Sidewalk to se ext removed to r the nearest on beyond the f� app y g' y/ y�?- / transition slope or walk orcund or !o the extent that no remciring section of side.valk is less 'hon 5'long. For details o'' Concrete Sidewalk See Index 310. PIMr. r"Il-'� * l `7`"'Q,- / UbLt Stri - /Turnout Cr 7, Apha-namerc idenfificutians are for rsference !plans. permits, etc.). 2Afin. F✓L� Height Curb=`.�+_ _ S;de Street Hei ht Curb ,? 1: 12 I g 8. Publia side lvoik curb rumps are to be paid for os (aPows: f �-m- Romps, reconstructed sidewo/ks, walk around sidewalks, sidewalk landings and sidewalk ;r See Nate Beiow�" LINEAR SIDEWALK RAMPS Price turbo arc to be pard for under the contract unit ,ee ter Sidarre/k Concrete, l__" Thick), a- SY. Curb transitions and reconstructea acres are to be paid for under the contracl Note: A portion of one Or both ramps muy extend outside the return. unit price for the parent curb, i.e.. Curb Conc., (Type -_), LF' or Cu•t anti Gutter Cont., Nate: (type When crosswalk 'markings are required, ramp runs must fall r' curb and gutter, in core, , a slafexsta 9 omovol anti dis o c with /tour, for the r_ p orate Nn n Se wrote po i al ere a v Y where practical, P s vatk units and p within eros P r vol and dis as elo` these of er o I the ccs! F f the cm net row iced in the ens, e t / 'CewahP is p the rro ectad c s :valK a i omen t. Tn e bottom P and o r p / s 9 inti u• dr4r, beyond the curb line shall have c clear space 48" min mum into r ,tad'ur. ; r luded in tl e i.r,,rlr.l wu, J! pr u.r. fu. wrthln the frork:ngs o; a marlrcd cross w&. If no croez walk sidewclk respectively, markings are present, the bottom of the ramp beyond the curb romp shollhove a clear space 48" minimum outside ac CV1 t`affic g, Acrep`cnc6-ritor;o for Detectable Wom❑ ,g$ lanes. (a) Therump detectoole Ivarninq surface sha'lbe complete and uniform in color ord texture (b) 90: of the `ndiv;duol fi urcuiod domes must comply with the design eritaria o Crosswc/k w1dth5 vnd coefryuraiion vOry,* roust conform to (e) There may be no more than 4 nor, cor7plying domes in any one squore foot of surface Index No. 1/144 and ti34 o', (d) No two vajacont dames rna/ be ran -compliant (e') Surface may not devote more than 0.10" from a true prone 10. Allsidewclk sur:laces, romp surfaces, and lundings with a cross slope shown !n this Index to be D.02 shellbe 0.02 mo<;mum. Afiromp surfaces and ramp transition slopes with a siope shown in this Index to be AL shellbe '42 rnnxin, um. TYPICAL PLACEMENT OF PUBLIC SIDEWALK CURET RAMPS AT CURBED RETURNS JG' Max. D D 9 D D E 0 Fre.<ible Pcvt---�,� _5 1_5-{ 5 -5 5_�_5.�5 _ .k .t'E" th, Fl e Required When `���` ``��``'-��`` Lsngtl: Exceeds are _ 4t I Rigid Pa✓t. - amvvaw uua,.,' 2010 FDDT DesignStandard$ a A Isco Sheet No. _ 07/01/071 1 of 6 PUBLIC SIDEWALK CURB RAMPS 304 NOTES FOR CONCRETE SIDEWALKS ON UNCURBED ROADWAYS 1. Sidewalks s.hallbo constructed in accordance with Section 522 of the FDDT Standard Specifievtions. 2, Provldo dotectebre warnings that owteod the .fur'wibth of the sidewalk and 24" deep from oke edge a(pa ernent where sidaworks adjoin Lha fo/iowAng vehicular ways' -3!da rocas cod streets -cfr✓et oys .vdh signatized en;ronces -d-i•eways .with entrance volumes greater than 5001od -d rrewgr5 with entrance Speeds of 25 mph or greater -right,, rght out compus,tP driveways Datcatol,la warning surfaces sncllconform to the rcqulrcmonia do orifi d An the Cc,cra(Nctcs of index 3047 To the extent practical the rows of trvnccted dorries ,n o detectable warning surface should he nl gnarl to he pnr/;o„din"'I, rir rnd'nr to the s reef, r ndwny, rir rrivawhy, r s npp;i,;nhle- For sidewalks continuous through driveway„ detectable warning surfaces Ore not required. J. For turnouts sae Index Na. 510. 4. Construct sideworks i,ith P thick Edge Boom through the Ibnits of any surface mounted Pedustrior/Bicycle Picket ROliing or Pipe Guiderailshow.n in the plans. See Sheet I for details. 5. Sidewalk shalibe po'd for under the contract unit price for Sidewalk Concrete (_-_ Th;cs); S". Flexible govt. 'l�h=-t�-}-1' `Sidewalk Craacd Turnout ` Sarver Vanes t9 S'td.. I til • // Driveway � � -Sbouldcr Linc A B c B B B C B A D s A -i p" �' �" �� SECTION CC .� - - -' � __ �.v Edge Of Traveled Rigid PavfWq _ c Ja CONTINUOUS SIDEWALK OPEN JOINTS z'Cning table E.V'AGGERATEO SCALE ,b'i7eter. tnble Warning Surinre, a'Detec table Warning Surface+� LONGITUDINAL SECTIONS !.� -- l Vlcriiing Surfocc G - mT�-� dewalk , SIDEWALK JOINTS j j \ Border JOINT LEGEND / Driveway Shoulder Line /J Side Road Or Street A- VP" Exou,sian Joints (prclor.mcd Joint Fillar) B- Vs" Domnly Joints, Toolea Edge Of Traveled Way- C- ay -=C Formed Doer Joints D :is" Saw Cut ✓oJnt5, IVz" Dccp (96 Hour) h1ax: 5 Carrara xist ddreway s new tuns not tion, altered lion, e altered, crass stupe within this arca shallnof exceed 0.02. Existing, driveways that era not being altered may be raft as they are, E- %2" Saw Cut Joints, 1,1/," Deep (12 Hour) Alow, 30' Centers DISCONTINUOUS SIDEWALK F- VP" Exuur s;wr Joint Whun Run Of S'<iawcdk Exceeds 129. PLAN I.nte•mab'ate !ocdt%ons when culled `or it lire flans or at Ivcatlo.ns us directed by the Engineer. CONCRETE SIDEWALK FOR UNCURBED ROADWAYS Ar R\\ IVII -2 1PWit-2 SCHEME 1 Cr oss walk AHEAD V/15'9P with Warning Signing IVlo-ipL s ,T A urn -PJ SCHEME 2 Crosswalk talo -9p AtiEAD with Yield Signing APPROACH A-SUCCESTED SPEED hiPtrDISTANCE (Ff•J 25 Or Less 200 25 To 35 250 J6 To 45 J00 46 To 55 - 325 r�v� Ri-,5c1 oro W11-2 \� WIE-?pL _I VY!1-2 A Ir � SCHEME 4 W11-2 Signalized Wil 2 Crosswalk ® Wla-7pi. 1. Plcru shall inuicate wNch crosswalk scheme is to be used. 2. The deta7s shown do not depict the signing and markings far multi -lure roadways wish d/vidud moutons. For ('less upplicollurls, uudrlivnvt signs shullbe it slulluu or, the melon side. 3. A7lr,'v-Muck tiross'wulha iullu_e b;uli en,phusi Vass walk murki,rus, 4, Crosswark marking shaWd uulize preformed marking matenols. F N N j, N N N wQ i p 00 I r w i l Q H s k I I cV M 0 M cv CD CD • W O N W Q � lX r� l Ln1 OQ F--: W W CJ) r r G N Q� LL] C� ' QO � Q Z 0 r Q Q ti l Q) s( M:- CL LL i� f W N i U i ' LLJ a Z U LL ll.. r N { � F r I wQ p 00 s k I I cV M 0 M cv CD CD • W O Lij L•' �CY) U J � C?i � lX r� l Ln1 OQ F--: W W CJ) r r G N Q� LL] C� ' QO � Q Z 0 Q C=) LU N j G w I Q) s( M:- CL LL X L L1 I1 CL f 0 V L LI V r LLJ V U - z V Ld CL ai,j ' DESIGN BUILD� i web: maidesignbuild.com i email: info@maidesignbuild.com Date: 09-13-2011 I Sheet _I Scale: AS SHWN Drawn: SDCC-9 Checked: DTM': Approved: DTM 12 of 15 Prof #: 2011-005 0 w M fV C) I 00 CD u q Q u U ., 0 I I I I I 1 I I I I a 15' .OR 20' OR 25' HAND HOLE WITH CAST ALUMINUM COVER. FINISH GRADE REFER TO SITE PLAN FOR TYPES AND NUMBER OF LUMINAIRES PER POLE FLAT LENS CONCRETE POLE. 3/4' CONDUIT CAST IN POLE EXTEND CONDUIT INTO JUNCTION BOX #6 'GRD WIRE CAST IN POLE THERMOWELD PULL BOX BROOKS PRODUCTS BRANCH CONDUIT INTO SEE NOTE 2, '�-- JUNCTION BOX 5/8"X8' CU GRD. RD. PER MFR ya CONCRETE FILL I. USE EPDXY SPLICES FOR SPLICING CONDUCTORS IN JUNCTION BOX. 2. REFER TO STRUCTURAL DOCUMENTATION FOR EXACT BURIAL DEPTH. DIRECT BURIAL CONCRETE POLE DETAIL., SCALE.- NONr- � _- e1 SITE LIGHTING PHOTOMETRIC ANALYSIS. JSCALE I" = 201_00 SITE LIGHTING NOTES: THIS PHOTOMETRIC ANALYSIS SHOWS FOOT-CANDLES OF LIGHT AT THE APPROXIMATE SURFACE OF THE PARKING LOT ON THE CHURCH PROPERTY AND THE SURROUNDING AREA. THE TYPE "SLA" FIXTURE IS A FULL CUTOFF 40OW MH LUMINAIRE MOUNTED AT APPROXIMATELY 30 FEET ABOVE THE PARKING LOT SURFACE: THE BUILDING HEIGHT AT THE TOP OF THE ROOF IS APPROXI 25 FEET ABOVE THE BUILDING FLOOR, THE FIXTURE USED WAS A LITHONIA KAD400MR3. THE TYPE "SLB" FIXTURE HAS (2) FULL CUTOFF 40OW MH LUMINAIRES MOUNTED APPROXIMATELY 30 FEET ABOVE THE PARKING LOT SURFACE, THE FIXTURE USED WAS A UTHONIA. KAD400MR3. THE TYPE "SLC" FIXTURE HAS (2) FULL CUTOFF 400W MH LUNINAIRESMOUNTED APPROXIMATELY 30 FEET ABOVE THE PARKING LOT SURFACE. THE FIXTURE USED WAS A LITHONIA KAD400MR3. THE TYPE "SLD" FIXTURE IS A WALL MOUNTED 250W HIPS LUMINAIRE MOUNTED APPROXIMATELY 12 FEET ABOVE THE PARKING SURFACE. THE FIXTURE USED WAS A LITHONIA TWR2 2505 THE TYPE. "SLE" FIXTURE IS THE SAME AS TYPE "SLA" EXCEPT WITH PER MOUNTED 40OMH FLOOD LIGHT. THE FIXTURES USED WERE LITHONIA KAD400MR3 AND LITHONIA TFR400M R8 THE TYPE "SLF" FIXTURE IS A WALL MOUNTED 70W MH LUMINAIRE MOUNTED APPROXIMATELY 9 FEET ABOVE THE PARKING SURFACE. THE FIXTURE USED WAS LITHONIA WST70MN MD THE TYPE "SLG" FIXTURE IS A WALL MOUNTED 25OW MH LUNINAIRE MOUNTED APPROXIMATELY 18 FEET ABOVE THE PARKING SURFACE. THE FIXTURE USED WAS LITHONIA TWR2C SITE LIGHTING FIXTURE SCHEDULE N N S7 MARK MANUFACTURER - PART NUMBER LAMPS VOLTAGE MOUNTING DESCRIPTION +O. +0.1\-__+0.2 TYPE +0.1 +0. +0.0 *0.0 +0.0 +0.0 +D.O +0.0 +0.0 +0.0 '0.0 `0.0 +0.0 +0:0 +0.0 +0.0 +OA +0.0 SLB LITHONIA-(2)KAD400M-R3-HS-PS-120 2 +0.1 +0.1 +0.1 +0.2 +0.2 • oOr-w .2 +0:2 +0.2 LITHONIA-(2)KAMOOM-R3-HS-PS-180 +v.2 0. 400 208 - POLE TOP gQ�q ��MI `I�� MI PE TE RN©H EW)R;M n LENS, MOUNT 34'-O" A.F.G. 15OOMPH WITH 1.3 GUST MOUNT 12'-0" A.F.G. 140MPH WITH 1.3 GUST WE PLAN Egg UW WNEWRA11011 SLD LITHONIA-TWR2-2505 I HPS 250 120 _ WALL MOUNTED MPS FgfTURE, BROKE FINISH SLE LITH0NIA-KAD400M-R3-HS-PS I MH 400 _ 208 POLE 70P I SQUARE CUTOFF LUMINAIRE. .12W NOMINAL LENS, FLAT ALUMINUM DOOR FRAME. -A.F.G. 14 SEE SITE PLAN FOR EXACT CONFIGURATIONS. LITHONIA-TFR400-RB-PS 208 DF FCRA I +0,3 +0.3 208 +0.3 +- 0. + 0.2 '0. 0.1 '0. 0.1 fi 0.0 +0. D.1 + 0.2 +0.2 +0.2 +1.1 + t t7,1 + v.2 + 0, + - + + 0,z. f1.2 0.11 250 120 WALL +0.1 +0.1 +0.2 +0.2 +0.3 .3 +0.3 +0:4 +0,5 +0:6 +0.6 B. PHOTOMETRIC LAYOUT OF PROPOSED ALTERNATE LIGHTING FIXTURES. Lu C. ABOVE INFORMATION MUST BE SUPPLIED TO THE ENGINEER (3) DAYS PRIOR TO BID. W 3. DEPTH OF DIRECT BURIAL POLE SHALL COMPLY WITH POLE MANUFACTURER'S REQUIREMENTS. SIGNED AND SEALED ENGINEERING DRAWINGS SHALL BE PROVIDED BY CONTRACTOR. G u rLu +0.5 *0.7 +1.0 +1.2 .+1. +1.1 +0.6 +0.1 +0.1 +0.4 +1.0 +1.4 +1.1 +0,5 +0.1 +0;3 +1.0 +1.5 +1.4 +0.8 +0,2 z +0.1 +0.1 +0.2 '+0.3 + 0.4 4 + 0.; + 0.7 + 1.0 + 1 +.5 2.9 0 r N M Iz +0.9 +1.5 2.1 4.4 6.1 4.2 1:4 +0. 1 0.1 0.6 3.7 5.5 4.1 1.2 0.1 0.3 2:7 6.2 5.4 1.7 0.2 +0.1 +0.2 +0.3 +v.5 +0.6 + -6. +17.7 +1.0 + .9 3.4 +6.4 NNIIr11. 2. 4. 9. 6 1,7 0.4 +0.2 +0.2 +0.4 + 1 1 +0.9, +1.0 X1.4 2.7 5.8 +1 s +1.9 +1,2 +0.3 +0,3 +0.5 +OrC 1,7 + 1.3 + 1.2 1.7 + + 0 + +'0.2 2.2 0.4 .• . +0.2 +0.4 + U.8 + 1.7` + 9.6 + + 2.0 9,,,3.1 + 4.3 + 4.5 +fi. +2.1 +0.4 + Z.2 0.2 0.4 + 0,8 + � + 2,4 - +` 3.0 + 2.6 + 2.5 + 3.7 + s.4 + 10. .0 +2. +1,1 +0,3 0.2 0,3 ,0,7 +4.7 +4.1 +3,6 .0 +0.2 +0.3 +0.2 +4.3 +6.1 *9.1 +4.1 +0.2 +0.3 +0.6 + +6:2 +6.4 +5.7 .0 +0.8 +0.8 x'0.3 +5.3 +6.1 +4.2 +4.8 mum. +0.2 +0.3 *0.6 +1.4 + . +-7.3 +10.0 +6.8 +7,$ +66.3 +3. v 5 +.0 +0.4 0.2 + 0.4 + 1.0 + �I 3.5 7.9 + 10.1 + 10.4 + 7.6 + 7.5 + 9.0 ,0 1 2.6 +0. 6 a 0.2 + 0.3 + 0.6 + + 7.0 + 9.9 + 8.9 - 0 4 8 +1.$ +Q.6 + 13.4 + 8.4 + 11: + 5.4 +0.2 +0.3 +0.8 + . +5.8, +5.9 +5.6 .0 '09 +0.8 +0:5 +6.0 +7.31+21j + 5.2 +0.2 +0.4 +0.9 +1. +4.2 +3.7 +3.9 +3.4 +4.6 +7.3 .0 0 3 +0.4 +0.6 +0.2 +0.5 +0.9 +1. 2.2' t2.5 +2:3 ` .0 0 4 +0.6 +1.0 +3.5 +5.6 2.5 +Q.2 +0.4 +0.$ +1.7 1 6 + . +0.6 +0.6 *48, +2t-6� .,`'1.4 ++8.4 +0.7 + .6 +0,6 +0.6 _,1.5 +0.9 +0.5 +0.2 +2.3 +3.2+25. 1.9 + 0.3 O.6 ++- 1.3 1.3 + 1 'I + 1.3 + 1.5 + 1.8 2. + 1. + 1. + 1. + O._ +++ 1. 0 1. 4. +++ 1. 2. 1. 0. + 0. 0.9 + +++0.2 10 1.41.$ ,0 0.6 0.2 + 0.2 0.5 ++ 0.8 0.8 09 + 1.2 1.6 2.0 2. + 2. 2. 1. ++ 1. 1. Q + 1.� 1.. ++ 2. 1. 1. 1. ++ 1. 1 ++ 2 0 2.6 2.5 1.3 ++0.2 0.6 0.2 � 0.1 0.2 0.4 0.6 0:7 +07 1.3 2.1 +2.7 �Z 4,1 3.3 2.5 1.9 1.1 0.8 1.3 1,8 2.3 3,3 +3.8 +3,2 2.3 1.7 1.6 3 1 3.9 4.4 .1 0.5 0.1 +0.1 +0.2 +0.4 +0.7 +1.0 +12 +1.2 +2.8 +4.6 +.5 +6.B +5.4 +4.4 +2.6 +1.7 +1.9 +1.7 +2.7 +4.1 +4.8 +5,8 +4,9 +4.1 +2.8 +2.0 +2.8 '38 +5.0 5.1 +1.9 +0.3 +0.1 ,, +0.1 +0.1 0.2 0,5 '1. 1 +18 2. 3.2 6.0 9. 8. 5. 3. 2. 3. 2. 2. 6. 8.2 8. 5. 3: 3. 4. 6 1 4. 3.5 1.0 0.4 0.2 0.1 0.1 0.1 0.3 0.7 +12 1, 4.5 6.7 10 9. 6. 3, 2. 2. 2. 4.1 6. 8. 0. +8.7 6. 4. 3, 4. 55 4. '4.8 0.3 0.2 0.1 0.0 0.1 '0. 1 0.2 0,5 +07 1. 2.4 4.6 - 6}1 0.9 O.3 0.1 0.0 - * Q.0 + 0.0 + 0.1 + 0.1 + 0.2 --� + + + + + FTtll + + + LL + I + + +7 1 + 11 A + + + + - +4-1 + + + - -- 0 .2 + 0,S + 0.1 + 0.0 Q.0 +0,0-+0.0 0.0 O - - - 10, 1 0.1 0.0 0.0 0.1 - 0.1 0.2 0,2 � _- e1 SITE LIGHTING PHOTOMETRIC ANALYSIS. JSCALE I" = 201_00 SITE LIGHTING NOTES: THIS PHOTOMETRIC ANALYSIS SHOWS FOOT-CANDLES OF LIGHT AT THE APPROXIMATE SURFACE OF THE PARKING LOT ON THE CHURCH PROPERTY AND THE SURROUNDING AREA. THE TYPE "SLA" FIXTURE IS A FULL CUTOFF 40OW MH LUMINAIRE MOUNTED AT APPROXIMATELY 30 FEET ABOVE THE PARKING LOT SURFACE: THE BUILDING HEIGHT AT THE TOP OF THE ROOF IS APPROXI 25 FEET ABOVE THE BUILDING FLOOR, THE FIXTURE USED WAS A LITHONIA KAD400MR3. THE TYPE "SLB" FIXTURE HAS (2) FULL CUTOFF 40OW MH LUMINAIRES MOUNTED APPROXIMATELY 30 FEET ABOVE THE PARKING LOT SURFACE, THE FIXTURE USED WAS A UTHONIA. KAD400MR3. THE TYPE "SLC" FIXTURE HAS (2) FULL CUTOFF 400W MH LUNINAIRESMOUNTED APPROXIMATELY 30 FEET ABOVE THE PARKING LOT SURFACE. THE FIXTURE USED WAS A LITHONIA KAD400MR3. THE TYPE "SLD" FIXTURE IS A WALL MOUNTED 250W HIPS LUMINAIRE MOUNTED APPROXIMATELY 12 FEET ABOVE THE PARKING SURFACE. THE FIXTURE USED WAS A LITHONIA TWR2 2505 THE TYPE. "SLE" FIXTURE IS THE SAME AS TYPE "SLA" EXCEPT WITH PER MOUNTED 40OMH FLOOD LIGHT. THE FIXTURES USED WERE LITHONIA KAD400MR3 AND LITHONIA TFR400M R8 THE TYPE "SLF" FIXTURE IS A WALL MOUNTED 70W MH LUMINAIRE MOUNTED APPROXIMATELY 9 FEET ABOVE THE PARKING SURFACE. THE FIXTURE USED WAS LITHONIA WST70MN MD THE TYPE "SLG" FIXTURE IS A WALL MOUNTED 25OW MH LUNINAIRE MOUNTED APPROXIMATELY 18 FEET ABOVE THE PARKING SURFACE. THE FIXTURE USED WAS LITHONIA TWR2C SITE LIGHTING FIXTURE SCHEDULE N N S7 MARK MANUFACTURER - PART NUMBER LAMPS VOLTAGE MOUNTING DESCRIPTION REMARKS NO TYPE WATTS SL.A LITHONIA-IKAD40OM-R3-HS-PS I MH ,400 208 POLE TOP I SQUARE, CUTOFF LUMINAIRE..125 NOMINAL LENS, FLAT ALUMINUM DOOR FRAME. -MOUNT - A.F.G. 16MPH WITH 1.3 GURT SEE SITE PLAN FOR EXACT CONFIGURATIONS. SLB LITHONIA-(2)KAD400M-R3-HS-PS-120 2 MH 400 208 POLE TOP jPE TENO� %7�AND • oOr-w POEWA1; M .SNS" SEE SITE PLAANAFOR.EIXXAACTCOWITH URATIONS. SLC LITHONIA-(2)KAMOOM-R3-HS-PS-180 2 MH 400 208 - POLE TOP gQ�q ��MI `I�� MI PE TE RN©H EW)R;M n LENS, MOUNT 34'-O" A.F.G. 15OOMPH WITH 1.3 GUST MOUNT 12'-0" A.F.G. 140MPH WITH 1.3 GUST WE PLAN Egg UW WNEWRA11011 SLD LITHONIA-TWR2-2505 I HPS 250 120 WALLSIX WALL MOUNTED MPS FgfTURE, BROKE FINISH SLE LITH0NIA-KAD400M-R3-HS-PS I MH 400 _ 208 POLE 70P I SQUARE CUTOFF LUMINAIRE. .12W NOMINAL LENS, FLAT ALUMINUM DOOR FRAME. -A.F.G. 14 SEE SITE PLAN FOR EXACT CONFIGURATIONS. LITHONIA-TFR400-RB-PS 208 DF FCRA I MH 400 208 POLE TOP METAL HALIDE FLOOD LIGHT MOUNTED ON POLE AT 200' AFG PROVIDE ALL MOUNTING HARDWARE FINAL AIMIN TO BE PERFORMED AFTER INSTALLATION SLI' LITHONIA-WST TOM MD MVOLT F I MH TO 120 WALL WALL MOUNTED FIXTURE, BRONZE FINISH, MEDIUM JURM 20Y MOUNTED AT 0 AFG. COORDINATE FINAL LOCATION PRIOR TO ROUGH -IN. SLG LITHONIA-TWR2C 250M T8 LPI I MH 250 120 WALL WALL MOUNTED FIXTURE, BRONZE FINISH, MEDIUM THROW, 208V MOUNTED AT 18 0 AFG. COORDINATE FINAL LOCATION PRIOR TO ROUGH -IN. GENERAL LIGHTING FIXTURE 9HEDULE NOTES: I. VERIFY VOLTAGES PRIOR TO BID AND INSTALLATION OF FIXTURES. �.1.�. TER TE LIGHTING BIDS MUST INCLUDE THE FOLLOWING: 2. PROPOSED ALTERNATE u[ i A. COST TO 'OWNER. B. PHOTOMETRIC LAYOUT OF PROPOSED ALTERNATE LIGHTING FIXTURES. Lu C. ABOVE INFORMATION MUST BE SUPPLIED TO THE ENGINEER (3) DAYS PRIOR TO BID. W 3. DEPTH OF DIRECT BURIAL POLE SHALL COMPLY WITH POLE MANUFACTURER'S REQUIREMENTS. SIGNED AND SEALED ENGINEERING DRAWINGS SHALL BE PROVIDED BY CONTRACTOR. G Lu ® N N S7 N N N N N N I i i 0 N �a r ' (� !1--+ -g r• N Q 00 o cM N C7 O 0 0 LLI - M �I A w 5 L tU �2 z w co • oOr-w I Z I 0u- a o z Amo .. Icv CU CC -7-1w Y t CL LL s CJ z W i V ILLZ 0 V V LL] s W ' � i' z � < Q W �.1.�. CL u[ i Lu W G u rLu W z z �uu- 0 r N M Iz I L � °0, N �a r ' (� !1--+ -g r• N Q 00 o cM N C7 O 0 0 LLI - M �I A Ln t-� C5 i 5 L tU �2 z w co • oOr-w 0 � I 0u- a o z Amo .. Icv CU CC -7-1w Y t CL LL s i '• 1 W ILLZ 0 V V LL] s W ' � i' z < W �.1.�. CL u[ Lu ■ M a i DESIGN BUILD web: maidesignbuild.com ' a email; info@maidesignbuild.com Date: ov-13-2o11 Sheet 1 Scale: AS SHWN ! ° Drawn: WAA Checked: DTM C 10 Approved: DTM r13 of 15 Proj #: 2011-005 VF 414 uj V ICD %4 CA N G 14 N C-4 C LLJ C) M 00 C) cli > 0 Z 00 C=) C=> Cr) 00 0 C: (N (0 CCZ) C) -3 m CO t1n Lu LO LO C:) W (/) —J " C-4 (N ca r �t LL! CO M C14 s-,17 0 c) 0� =) LE (Z) Z 0 C=) LU C,4 C-4 LL. 0 u LLJ -Lj 0V) Z W o LL. LL. 0(-4 en LLJ C LLJ C) M 00 C) cli > 00 C=) C=> Cr) 00 U C: (N (0 CCZ) C) -3 m CO 0 0 LLj r I r C1 LO LO C:) W (/) —J " C-4 (N ca r �t LL! CO M C14 0 W 0 c) 0� =) LE (Z) Z 0 C=) LU C,4 C-4 LL. mai DESIGN BUILD web: maidesignbuild.com email: info@maidesignbuild.com Date: 09-13-2011 i Sheet Scale: 1/8"=V Drawn: SBC' -1 1 A 100 - i Checked: DTM: Approved: A100� 14 of 11. pro] #: 2011-005 SEE STORMWATER MANAGEM€.NT CRITERIA FOR MINIMUM STANDARDS. THIS PLAN IS INTENDED 70 COtP/iPLY WITH APPROPRIATE CONDITIONS OF THE CITY CAPE CANAVERAL LAN D DEVELOPMENT REGULATIONS, THE RULES OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, CHAPTER 17-25, F.A.C., AND TWE ST. JOHN'S WATER RIVER MANAGEMENT DISTRICT. DURING ALL CONSTRUCTION ACTIVITIES THIS PLAN ADDRES-,3ES THE FOLLOWING AREAS: 1. GENERAL EROSION CONTAROL 2. PROTECTION OF SURFACE WATER QUALITY DURING AND AFTER CONSTRUCTION. 3, CONTROL OF WIND EROSbON THE VARIOUS TECHNIQUES OR ACTIONS IDENTIFIED UNDER EACH SECTION INDICATE THE APPROPRIATE SITUATION WHEN THE TECHNIQUES SHOULD BE EMPLOYED. ALSO IDENTIFIED IS A CROSS-REFERENCE TO A DIAGRAM OR FIGURE REPRESENTING THE TECHNIQUE. IT SHOULD BE NOTED THAT THE MEASURES IDENTIFIED ON THIS PLAN ARE ONLY SUGGESTED BMP(S). THE CONTRACTOR SHALL PROVIDE POLLUTION PREVENTION AND EROSION CONTROL MEASURES AS SPECIFIED IN FDOT INDEX # 100-104 AND AS REQUIRED BY NPDES AND AS NECESSARY FOR EACH SPECIFIED APPLICATION. SECTION 1 GENERAL EROSION CONTROL GENERAL EROSION CONTROL BMP'S SHALL BE EMPLOYED TO MINIMIZE SOIL EROSION AND POTENTIAL LAKE SLOPE CAVE-INS. WHILE THE VARIOPUS TECHNIQUES REQUIRED WILL BE SITE AND PLAN SPECIFIC, THEY SHOULD BE EMPLOYED AS SOON AS POSSIBLE DURING CONSTRUCTION ACTIVITIES. CLEARED SITE DEVELOPMENT AREAS NOT CONTINUALLY SCHEDULED FOR CONSTRUCTION ACTIVITIES SHALL BE COVERED WITH HAY OR OVER SEEDED AND PERIDICALLY WATERED SUFFICIENTLY TO STABILIZE THE TEMPORARY GROUND COVER. SLOPES OF BANKS OF RETENTION / DETENTION PONDS SHALL BE CONSTRUCTED NOT STEEPER THAN 31ITIV FROM TOP OF BANK TO TWO FEET BELOW NORMAL WATER LEVEL UNLESS SPECIFIED OTHER WISE. SOD SHALL BE PLACED A MINIMUM OF A 2 -FOOT WIDE STRIP ADJOINING ALL CURBING AND AROUND ALL INLETS AS SHOWN IN FIGURE 5 OR AS REQUIRED BY THE LANDSCAPE PLAN OR CONTRACT DOCUMENTS. SOD SHALL BE PLACED BEFORE SILT BARRIERS, SHOWN IN FIGURE 8, ARE REMOVED. SECTION 2 PROTECTION OF SURFACE WATER QUALITY DURING AND AFTER CONSTRUCTION. SURFACE WATER QUALITY SHALL BE MAINTAINED BY EMPLOYING, AT A MINIMUM, THE FOLLOWING BMP'S AND OTHER MEASURES AS REQUIRED IN THE PLANNING AND CONSTRUCTION OF ALL IMPROVEMENTS. v WHERE PRACTICAL, STORM WATER SHALL BE CONVEYED BY SWALES. EROSION CONTROL MEASURES SHALL BE E=MPLOYED TO MINIMIZE TURBIDITY OF SURFACE WATERS LOCATED DOWNSTREAM OF ANY CONSTRUCTION ACTIVITY. WHILE THE VARIOUS MEASURES REQUIRED WILL BE SITE SPECIFIC, THE FOLLOWING MEASURES SHALL BE UTILIZED AT A MINIMUM. IN GENERAL EROSION SHALL BE CONTROLLED AT THE FURTHEST PRACTICAL UPSTREAM LOCATION. STORM WATER INLETS SHALL BE PROTECTED DURING CONSTRUCTION AS SHOWN IN FIGURE 2, 3, AND 9. PROTECTION MEASURES SHALL BE EMPLOYED AS SOON AS PRACTICAL DURING THE VARIOUS STAGES OF INLET. CONSTRUCTION. SILT BARRIERS SHALL REMAIN IN PLACE UNTIL SODDING AROUND INLETS IS COMPLETE OR AS OTHERWISE REQUIRED. HEAVY CONSTRUCTION EQUIPMENT PARKING AND MAINTENANCE AREAS SHALL BE DESIGNED TO PREVENT OIL, GREASE, AND LUBRICANTS FROM ENTERING SITE DRAINAGE FEATURES INCLUDING STORM WATER COLLECTION AND TREATMENT SYSTEMS. CONTRACTOR SHALL PROVIDE BROAD DIKES, HAY BALES OR SILT SCREENS AROUND, AND SEDIMENT SUMPS WITHIN, SUCH AREAS AS REQUIRED TO CONTAIN SPILLS OF OIL, GREASE OR LUBRICANTS, CONTRACTORS SHALL HAVE AVAILABLE AND SHALL USE ABSORBENT FILTER PADS OR OTHER METHODS TO CLEAN UP SPILLS AS SOON AS POSSIBLE AFTER OCCURRENCE. SILT BARRIERS SHALL BE ERECTED AS SHOWN PRIOR TO THE INITIATION OF CLEARING OR EARTHWORK AND SHALL REMAIN UNTIL VEGETATIVE COVER OR ALL DISTURBED AREAS HAVE BEEN ESTABLISHED OR AS REQUIRED BY THE OWNER. SILT BARRIERS SHALL BE CONTINUOUSLY MAINTAINED FOR ENTIRE PROJECT DURATION. SILT BARRIERS SHALL NOT BE REMOVED UNTIL APPROVED BY THE OWNER. SILT BARRIERS, ANY SILT WHICH ACCUMULATES BEHIND THE BARRIERS, AND ANY FILL USED TO ANCHOR THE BARRIERS SHALL BE REMOVED PROMPTLY AFTER THE END OF THE MAINTENANCE PERIOD SPECIFIED FOR THE BARRIERS. WHERE REQUIRED TO PREVENT EROSION FROM SHEET FLOW ACROSS BARE GROUND FROM ENTERING A LAKE OR SWALE AND IN THE ABSENCE OF AN ACCEPTABLE TEMPORAY LAKE OR SUMP AREA, A TEMPORARY SUMP SHALL REMAIN IN PLACE UNTIL VEGETATION IS ESTABLISHED ON THE GROUND DRAINING TO THE SUMP. SECTION 3 CONTROL OF WIND EROSION WIND EROSION SHALL BE CONTROLLED BY EMPLOYING BMP'S WHICH SHALL INCLUDE THE FOLLOWING AND/OR OTHER METHODS AS A MINIMUM: BARE EARTH AREAS SHALL BE WATERED DURING CONSTRUCTION AS NECESSAY TO MINIMIZE THE TRANSPORT OF FUGITIVE DUST. IT MAY BE NECESSARY TO LIMIT CONSTRUCTION VEHICLE SPEED IF BARE EARTH HAS NOT BEEN EFFECTIVELY WATERED. IN NO CASE SHALL FUGITIVE DUST BE ALLOWED TO LEAVE THE SITE UNDER CONSTRUCTION, AS SOON AS PRACTICAL AFTER COMPLETION OF CONSTRUCTION, BARREN EARTH AREAS SHALL BE VEGETATED. AT ANY TIME BOTH DURING AND AFTER SITE CONSTRUCTION THAT WATERING AND/OR VEGETATION ARE NOT EFFECTIVE IN CONTROLLING WIND EROSION AND/OR TRANSPORT OF FUGITIVE DUST, OTHER METHODS AS ARE NECESSARY FOR SUCH CONTROLL SHALL BE EMPLOYED. THESE METHODS MAY INCLUDE ERECTION OF DUST CONTROL FENCES. IF REQUIRED, DUST CONTROL FENCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAIL FOR A SILT FENCE SHOWN IN FIGURE 1 EXCEPT THE MINIMUM HEIGHT SHALL BE 4 FEET. Optional Post Posklo, Principle Posl Paailion Payl (Options: 2". 4Slee " r.�(canted 20' Toward Flow 2� Min. O a Wood; Filler Fabric (In V' Y 1.35 Lbs/FS Min) 6' Max. Conformance With b - Sac, 985 FDOT Spec) > Eiger Fabric y o ' aNt Flaw SECTION ELEVA PION Nota: SNI ponce to be Dald for ander the aoniract unit pries for %faked Silt Foam TYPE 111 SILT FENS j _ Anchor Boles With 2 2 • 2" a 4• Sidewalk Slakes Per Bole.. Rise,�Q - - Apran_Cu Ditch 00. Curb & Cutler Curb & Cutte,.�.,- MWA 1111IM1,11 i PARTIAL INLE I' COMPLETED INLET DITCH BOTTOM INLET PROTECTION AROUND INLETS _ OR SIMILAR STRUCTURE �- GENERAL SITE INFORMATION SITE DESCRIPTION: THE SITE IS A 5.00 ACRE COMMERCIAL LARD LOCATED IN THE CITY OF CAPE CANAVERAL. THE SITE IS BORDERED TO THE NORTH BY COMMERCIAL PROPERTY AND SOUTH BY W. CENTRAL BLVD„ TO THE WEST BY COMMERCIAL PROPERTY, AND TO THE EAST BY ASTRONAUT BLVD., A.K.A. S.R. AIA. TOTAL AREA AND DISTURBED AREA: THE TOTAL SITE AREA IS +/-5.00 ACRES. THE TOTAL AREA TO BE DISTURBED IS APPROXIMATELY 3.46 ACRES. QUALITY RECEIVING SURFACE WATERS AND WETLANDS: THE RECEIVING SYSTEM FOR THE SITE DISCHARGE IS AN EXISTINGOUTFALL PIPE CONNECTED TO THE EXISTING CENTRAL BLVD. STORMWATER SYSTEM ALONG THE SOUTH PROPERTY LINE. EXISTING SOIL TYPES: ACCORDING TO THE UNITED STATES DEPARTMENT OF AGRICULTURE, SOIL CONSERVATION SURVEY (USDA S.C.S.) OF BREVARD COUNTY, THE MAJORITY OF THE SITE SOILS ARE MAPPED AS COMPLEX. STORM WATER POLLUTION PREVENTION MEASURES AND CONTROLS: THERE ARE A VARIETY OF CONTROLS PROPOSED FOR THIS SITE. SOME CONTROLS ARE INTENDED TO FUNCTION TEMPORARILY AND WILL BE USED AS NEEDED FOR POLLUTANT CONTROL. THESE INCLUDE TEMPORARY SEDIMENT BARRIERS AND SILT FENCES. FOR MOST DISTURBED AREAS, PERMANENT STABILIZATION WILL BE ACCOMPLISHED BY COVERING THE SOIL WITH PAVEMENT OR VEGETATION. SOIL STABILIZATION: THE PURPOSE OF SOIL STABILIZATION IS TO PREVENT SOIL FROM LEAVING THE SITE IN THE NATURAL CONDITION, SOIL IS STABILIZED BY NATIVE VEGETATION THE PRIMARY TECHNIQUES TO BE USED AT THIS PROJECT FOR STABILIZATION AFTER CONSTRUCTION WILL BE TO PROVIDE PROTECTIVE TURF GRASS OR PAVEMENT. NOTES: ACCESS SHALL BE PROVIDED BY AN UNOBSTRUCTED ALL WEATHER DRIVING SURFACE CAPABLE OF SUPPORTING THE LOADS IMPOSED BY RESPONDING APPARATUS OF NOT LESS THAN 20 FEET AND SHALL BE MAINTAINED DURING CONSTRUCTION (SEE FIGURE 6). THE LOCATION OF EROSION CONTROL FEATURES SHOWN ON THIS PLAN REPRESENTS MINIMUM REQUIREMENTS. DEPENDING UPON THE CONTRACTORS OPERATIONS, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSTALL AND MAINTAIN ANY NECESSARY EROSION CONTROL FACILITIES NEEDED TO CONTROL EROSION OR THE DISCHARGE OF TURBIDITY INTO DOWNSTREAM WATERS OR ADJACENT PROPERTY. SWPP COORDINATOR DUTIES: THE CONTRACTOR SHALL COMPLY WITH THE FOLLOWING AND ALL OTHER REQUIREMENTS OF THE EPA, SJRWMD, CITY OF CAP CANAVERAL, FDOT AND BREVARD COUNTY REGULATIONS: 1. MAINTAIN RECORDS OF CONSTRUCTION ACTIVITIES INCLUDING: DATES WHEN MAJOR GRADING ACTIVITIES OCCUR. DATES WHEN CONSTRUCTION ACTIVITIES TEMPORARILY CEASE IN A PORTION OF THE SITE. DATES WHEN STABILIZATION MEASURES ARE INITIATED ON SITE. RECORDS MUST BE MAINTAINED AT THE JOB SITE. 2. PREPARE INSPECTION REPORTS SUMMARIZING: QUALIFICATIONS OF INSPECTOR. DAILY RAINFALL TOTALS. MEASURES/AREAS INSPECTED. CHANGES NECESSARY TO THE SWPPP. INSPECTION SHALL BE COMPLETED ON A WEEKLY BASIS. AND AFTER RAINFALL EVENTS EXCEEDING 1/4" INTENSITY. 3. A SAMPLE INSPECTION FORM SHALL BE SUPPLIED TO THE CONTRACTOR FOR HIS USE. CONTRACTOR MUST UTILIZE THIS INSPECTION FORM OR AN APPROVED EQUIVALENT. 4. CONTRACTOR MUST EXECUTE NPDES CERTIFICATION FORM AND INSURE THAT ALL SUBCONTRACTORS RESPONSIBLE FOR EROSION CONTROL MEASURES EXECUTE THE NPDES CERTIFICATION FORM. COPIES OF THIS CERTIFICATION MUST BE PROVIDED TO THE OWNER PRIOR TO THE START OF ANY NEW CONSTRUCTION, AND COPIES SHALL BE MAINTAINED AT THE JOB SITE. 5. REPORT RELEASES OF REPORTABLE QUANTITIES OF OIL OR HAZARDOUS MATERIALS (IF THEY OCCUR): NOTIFY NATIONAL RESPONSE CENTER @ 1-800-424-8802. NOTIFY PERMITTING AUTHORITY IN WRITING WITHIN 14 DAYS. MODIFY THE POLLUTION PREVENTION PLAN TO INCLUDE IMPROVED MANAGEMENT CONTROLS. 6. MODIFY THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AS NECESSARY TO: COMPLY WITH MINIMUM PERMIT REQUIREMENTS WHEN NOTIFIED BY THE EPA, ADDRESS CHANGES IN DESIGN, CONSTRUCTION OPERATION OR MAINTENANCE WHICH HAVE AN AFFECT ON THE POTENTIAL FOR DISCHARGE OF POLLUTANTS INTO STATE WATERS. PREVENT REOCCURENCE OF REPORTABLE QUANTITY RELEASES HAZARDOUS MATERIAL OIL AND OR FUEL. 7. AT THE COMPLETION OF THE PROJECT AND AS A CONDITION OF FINAL PAYMENT, CONTRACTOR SHALL PROVIDE THE OWNER WITH TWO COPIES OF THE ABOVE DESCRIBED REPORTS IN A CONSOLIDATED REPORT FORMAT, THREE RING BINDER OR EQUIVALENT. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING AND MAINTAINING A COPY OF DEP DOCUMENT 140. 62-621.300(4)(A). THIS PERMIT IS THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION GENERIC PERMIT FOR STORMWATER DISCHARGE FROM CONSTRUCTION ACTIVITIES THAT DISTURB FIVE OR MORE ACRES OF LAND. CONSTRUCTION EN"TRANCE NOTES: 1. INSTALL A "CONSTRUCTION ENTRANCE ONLY" SIGN AT THE CONSTRUCTION ENTRANCE. 2, INSTALL TYPE P -i FILTER FABRIC PER FOOT INREX 199 OVER THE ENTIRE AREA OF THE CONSTRUCTION ENTRANCE. 3. INSTALL A STOP SIGN ALUNG THE &ACK OF APRON, Type IN Silt Fence Silt Flow Type III Silt Fence Protection Around Ditch Bottom Inlets. Type III Silt Fence Do not deploy In a monner that silt fences will act as a dam across permanent flowing watercourses. Slit fences are to be used at upland locations and turbidity barriers used at permanent bodies of water. SILT F-NC_E APPLICATIONS PLACE SOD 3' BEYOND TOP OF BANK 3' 2 MIN, ' OiVC. 3 ro s -s .a ro s TYPICAL WA E S CTION 2' BERM X 12" PVC PIPE -'{ x DISCHARGE FROM PUMPS DISCHARGE 2 ROWS OF HAY BALES TO OUTFALL TARED WITH WOOD 2"x7"0 TEMPORARY DEWATERING SWALE & SEDIMENTATION BASIN ,.T.6. 2 ROWS OF HAY BALES 2' BERM STAKED WITH WOOD 2"x7"s 14' 12" PVC PIPE DISCHARGE FROM PUMPS EXISTING GRADE - 1 DISCHARGE `Ai '>•' TO OUTFALL Vr 4�Ff'TION x -K TEMPORARY SEDIMENTATION BASIN x.rs. 2 B Bt y�y �f ExIS nNG GRADE STAKED HAY BALE5 SECTIO Y=Y TEMPORARY DEWATERING SWALE N t.s. 7-- ' � Flew Botos To Bat- , Vx-• Anchor Bales W1th 2 - 2" x 2" x 4' Stokes Per Bale. PLAN Loose Soil Placed By Shovel And Lightly D' Min _-Compacted Along The Upstream Edge Of Boles, FIII Slope ELEVATION TO BE USED AT SELECTED SITES WHERE THE NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE ARRI RS FOR ROLL SLOPES F...._.. �F III - Svd... =-Sill Dvrrier SILT FBARRIER AT SWALE CONN CTI N TO TH' EXISTING SWALE ..- n wait Silt Barriar Sod SILT F ARRIER AT STORM PIP CONN CTION TO THE EXISTING SWALE GENERAL CONSTRUCTION SEQUENCING PLAN THE FOLLOWING CONSTRUCTION SEQUENCING IS GENERAL IN NATURE AND IS INTENDED TO PROVIDE A GUIDLINE FOR THE CONTRACTOR. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO COMPLETE THE PROJECT IN CONFORMANCE WITH THE NPDES STANDARDS AND APPROVED PLANS AND PERMITS, 1, OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS. 2. FLAG THE WORK UNITS OF CONSTRUCTION AND IDENTIFY AREAS NOT TO BE DISTURBED, 3. HOLD PRE -CONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO STARTING CONSTRUCTION. WEEKLY REVIEWS OF EROSION, SEDIMENT, AND STORM WATER CONTROLS WILL BE CONDUCTED. REVIEW WILL ALSO BE CONDUCTED WITHIN 24 HOURS FOLLOWING ALL RAIN EVENTS EXCEEDING'/," INTENSITY. 4. INSTALL SEDIMENT CONTROLS AS THE FIRST CONSTRUCTION ACTIVITY. 5. INSTALL STORM DRAIN WITH STABILIZED INLET PROTECTION AT THE CONSTRUCTION ENTRANCE/EXIT. 6. INSTALL TEMPORARY STABILIZED CONSTRUCTION ENTRANCE/EXIT. 7. COMPLETE SITE CLEARING EXCEPT FOR AREAS DESIGNATED NOT TO BE DISTURBED. 8. ROUGH GRADE SITE, STOCKPILE TOPSOIL CONSTRUCT WATERWAYS, INSTALL CULVERTS AND OUTLET PROTECTION (INSTALL SEDIMENTCONTROLS AND SILT FENCING AS NEEDED), BARE AREASOF EXPOSED LAND SHALL BE MULCHED AND SEEDED ONCE GRADING HAS BEEN COMPLETED, 9. FINISH THE SLOPES AROUND BUILDING DIRT PADS AS SOON AS ROUGH GRADING IS COMPLETE. 10. COMPLETE FINAL GRADING FOR ROADS AND STABILIZE WITH APPROVED MATERIAL. 11. COMPLETE FINAL GRADING OF GROUNDS, TOPSOIL CRITICAL AREAS, AND PERMANENTLY VEGETATE, LANDSCAPE AND MULCH. 12. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE INSPECTED WEEKLY AND FOLLOWING Y." RAINFALL EVENTS, NEEDED REPAIRS WILL BE RECORDED WITHIN 24 HOURS, AND CORRECTED IMMEDIATELY. 13. AFTER SITE IS STABILIZED, REMOVE ALL TEMPORARY MEASURES AND INSTALL PERMANENT VEGETATION ON THE DISTURBED AREAS. GENERAL MAINTENANCE PLAN THE FOLLOWING MAINTENANCE PLAN IS GENERAL IN NATURE AND IS INTENDED TO PROVIDE A GUIDELINE FOR THE CONTRACTOR. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COMPLETE THE PROJECT IN CONFORMANCE WITH THE NPDES STANDARDS AND APPROVED PLANS AND PERMITS. SHORT TERM: 1. ALL EROSION CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY ''1W RAINFALL EVENT, BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ALL NEEDED REPAIRS WILL BE RECORDED AND MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 2, SEDIMENT BUILDUP WILL BE CLOSELY MONITORED AND REMOVED FROM INLET PROTECTION DEVICES TO ENSURE PROPER MANAGEMENT AND STORAGE CAPACITIES. SEDIMENT CONTROL DEVICES SHALL BE CLEANED OR REPLACED WHEN THE SEDIMENT CONTROL NO LONGER WORKS EFFECTIVELY A DESIGNED. 3. THE SEDIMENT CONTROLLING SILT FENCE SHALL BE MAINTAINED AND/OR REPLACED AS NECESSARY TO MAINTAIN A BARRIER. 4. ALL SEEDED AREAS SHALL BE RESEEDED AS NECESSARY AND MULCHED ACCORDING TO SPECIFICATIONS PLAN THE VEGETATIVE PLAN TO MAINTAIN VEGETATIVE COVER AND PREVENT EROSION TO OFFSITE AREAS. 5. AS NEEDED, NEW OR ADDITIONAL WORKERS WILL BE INFORMED OF THE PLAN DETAILS IN THE OPERATION AND MAINTENANCE OF PLAN FEATURES, LONG TERM: 1. ALL VEGETATED AREAS WILL BE MAINTAINED IN ADEQUATE CONDITION TO PROVIDE PROPER GROUND COVER, THEREBY REDUCING EROSION POTENTIAL. 2. AREAS WHERE VEGETATION IS LOST WILL BE RESTABILIZED AND MAINTAINED AS NECESSARY TO RESTORE PROPER GROUND COVER. 3. STRUCTURAL MEASURES WILL BE EXAMINED AT LEAST ANNUALLY AND MAINTENANCE PERFORMED AS NEEDED. TAX PARCEL 25 FND. 5/0' I.R.C.\�'j• BUSSEN ENO. �f ps INSTALL 945 LF OF TYPE III SILT - FENCE ALONG WEST, NORTH & PORTION OF SOUTHPROPERTY LINES AS SHOWN PRIOR TO START OF CONSTRUCTION. 554H Top - 7.47' W INV.+ 3.50' GTVf %� 80% WELL -6 N \� epi 1\ SPECIAL NOTICE: THE CERTIFICATIONS BELOW ARE INCLUDED FOR INFORMATIONAL PURPOSES ONLY. OFFICIAL EXECUTED CERTIFICATIONS ARE KEPT IN THE PROJECT FILE. CONTRACTORS CERTIFICATION: "I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND CONDITIONS OF THE GENERIC STORM WATER PERMIT ISSUED PURSUANT TO SECTION 403.OS85, F.S., THAT AUTHORIZES THE STORMWATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITYFROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION." A: B: COMPANY NAME: COMPANY ADDRESS: COMPANY PHONE: PROJECT SITE DESCRIPTION: DATE OF CERTIFICATION: SIGNATURE: ENGINEER'S CERTIFICATION: "I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS:" C: DAVID T. MENZEL P.E. D: PRESIDENT COMPANY NAME: MAI DESIGN BUILD COMPANY ADDRESS: 2200 FRONT STREET SUITE 300MELBOURNE FL 32901 COMPANY PHONE: (321) 757-3034 PROJECT SITE DESCRIPTION: DATE OF CERTIFICATION: SIGNATURE: CORPORATE OFFICER'S CERTIFICATION: "I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIE=F, TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS." E: EXTREME FUN LLC, SERVICES_ ASSOCIATION F: OWNER COMPANY NAME: COMPANY ADDRESS: 185 COCOA BEACH, FL 32931 COMPANY PHONE:_ (321) 783-1848 PROJECT SITE DESCRIPTION: DATE OF CERTIFICATION: SIGNATURE: rP� TAX PARCEL 626 00 SDI 4j�o Awl ,ff Ae ., PCP � \ a• X f/f f /� \\ \\ PUERTO DEL PoQ PHASE 3A Q.R.B. 5619, P0. 6509 \\ RATE \ w 12' GRATE vA SDI TOP O.S'%2' WEIR LL -6.20' 4' PVC INV. EL -4.85' 15' R.C.P. EL: 358' FNO. 5/8' I.R.C. �r DIEIHORN�� CUP Q\1\' ry Box ,, I WLP O r DELTA LENGTH 12' REUSE W/ 1 \ co .. A . . s SPErt) LIMIT --- R M MN/ RIM ELE INSTALL 35 LF OF TYPE III SILT FENCE AS SHOWN PRIOR TO START OF CONSTRUCTION ASPHALT DRIVEWAY ENTRANCE STOP SIC, \�� \ FIND. 1/2' 7 I.R.C. WIITNESS POINT \ • \ ON LOT LINE SDI 7 C \ 0 y J\PHONE ..T.10 fiffff _J ( / f! INSTALL 241 LF OF TYPE III SILT FENCE ALONG ASTRONAUT PROPERTY LINE AS SHOWN PRIOR TO START OF CONSTRUCTION \\ ASPHALT DRIVEWAY FIRE ENTRANCE NYORAM yq STOP I C+/{ , qQ AS.T DRIVEWENTRANCE NHLWA i INSTALL 475 LF OF TYPE III SILT FENCE ALONG SLOPE OF EXISTING SWALE AS SHOWN PRIOR TO START OF CONSTRUCTION qQ C \,\� _•� \°� meg* INSTALL 258 LF OF TYPE III SI FENCE ALONG ASTRONAUT °`�\ \� ✓ PROPERTY LINE AS SHOWN PRI TO START OF CONSTRUCTION •p ELEC. oq� BOX 12 `\ \ MG PO I k y FL00 LI�UNi �\ f0\ \\\\ ' \ T; aOrvtftOL G SIGNAL CONTROL yFF\� WLP F 15 POLE ZIPPED '0NG D. 5/6' I.R. � '` SIGN POST ROUS \/1 FALLS DELTA . 100' 0o' I/ I \ I 10 �✓ LENGTH 43.53 POND ' GU /,., I^ n W�'� SIGN /PO v 12. / ,� "`'_\ ' RE W V /WIN IZ' lY WlP - , -- PUMP HOUSE r i'v / 'y�T»yw///`� � e. 't,1.. `r,_ ``,'l.-�✓ �� �I '. _ 2` O // � _ FND. .R.C�TS BOX 4� ..e9 f Uj 10 ll� LLLI M "s 0 i i pb E � f aq ' 1 � Q i { (j) U •1--+ -r r-d N o o 'd- 00 M 0© M t 1O t i TD 0 C-3 ('0 Q i i n R U z � �- N N L LL.1 C-5 Co O� _ f O IL OZ P I L ©m0 CN i a) a LL. I z i O Q LLIi w 4 V- LLI i iLLJ i ::E C w Z w LU > 0 t to lEJ 0 � V' U-11 CL Lel U , �, / i i LLI/ 4 W r ~ 0 Z I Q tJ ILL.® U- -10 10 r N M E i I LU fJ I LLLI M "s 0 rt:� pb E f aq ' I � � i t � Q i { (j) U •1--+ -r r-d N o o 'd- 00 M 0© M t 1O t i TD 0 C-3 ('0 Q i n R U wCal � �- N N L LL.1 C-5 Co O� _ f O IL OZ P I o ©m0 CN i a) a LL. i Q LLIi V- LLI i iLLJ C w Z w > 0 t U-11 CL Lel U , �, / i i LLI/ DESIGN BUILD I 0 1 i web: maidesignbuild.Com j email: info@maidesignbuild.com Date: 09.13-2011 Sheet Scale: AS SHWN Drawn: MAI ' w Checked: OTM C -S I � : Approved: DTM 1 of 15 Proj #: 2011-005