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HomeMy WebLinkAbout1203-0230-CONSTRUCTION PLANS & SPECIFICATIONS FOR AMERICAN LEGION HALLcir 0,ALV,lj�'�-'R1 �C�'I''-'IrO�`� PLA���S A�`�� �pE�C�IrF�IrC�AT�IrO��S AJ� lE�R1IrC�A�`� LE-'Gr►'OJ� HrALL ON LEGAL DESCRIPTION: LOT 2, SAVANNA PLAT # 18, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 631 AT PAGE 18, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. TOGETHER WITH NON-EXCLUSIVE EASEMENT RIGHTS, ACCORDING TO THE DECLARATION OF EASEMENT RECORDED IN OFFICIAL RECORDS BOOK 1360, AT PAGE 2806, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. CONTAINING 95,103 S.F., 2.183 ACRES PARCEL ID NUMBER: 3426-700-0002-000-0 SECTION 26, TOWNSHIP 36 SOUTH, RANGE 40 LL O CA T l ®IV MA P S 261 T 36S, R 40L �� S" " "''9 COUNTY c _nu REVIEW El ELL Ei FC. DATE: � PLUMB: n r%TE: MECH: DATE: �. CONCEALED FASTENEP" OR A740H,-.1ENTS ARE THERESPU S1GNUT CFTiE CONTRACTOR OF RECORD S, HAt Stturferngf*+ THESE PLANS AND ALL PROPOSED WOI I ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THA MAYBE NECESSARY IN ORDEP TO FILE COPY ST. LUCIE COL N-N FIRE DISTRICT REVIER'ED FOR COMPLIANCE SEE AT T TO FIE�'' �lb I ONS SEE ATTAC x E�EVI� 3-,3-12S_' DRAWING INDEX COVER SHEET 1 OF 5 SITE PLAN 2 OF 5 PAVING, DRAINAGE, & UTILITY PLAN 3 OF 5 PAVING, DRAINAGE, & UTILITY DETAILS 4 OF 5 P.S.L. GRINDR STATION DETAIL SHLLT 5 OF 5 STORMWATER POLLUTION PREVENTION PLAN PSLUSD PRO)EC'i #5139 JOB #08-1150 ff� �I/-1^ NGF�ING 4.59 N.W. Prima Vista Blvd., Port St. Lucie, FL 34983 PH: (772) 340-4990 17AX: (772) 340-7996 E-MAIL: fiisciaeng@comcast.net BIT & FBPE License No. 6424 SEE PSLUSD "UTILITY STANDARDS MANUAL" 2011 EDITION FOR DETAILS GRAPHIC SCALE 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. EXISTING j HOUSE LOT 10 LAKE LUCIE ESTATES SINGLE FAMILY RESIDENCE FUTURE LAND USE: RU ZONING: PUD 17" PINE LOT LOT LOT LEGAL DESCRIPTION PARKING CALCULATIONS: LAKE LUCIE ESTATES LAKE LUCIE ESTATES LAKE LUCIE ESTATES LOT 2, SAVANNA PLAT $1B, ACCORDING TO THE PLAT THEREOF AS 0 SINGLE FAMILY RESIDENCE SINGLE FAMILY RESIDENCE SINGLE FAMILY RESIIENCE ' RECORDED IN PLAT BOOR 63 AT PAGE 18 OF THE PUBLIC RECORDS BARS & NIGHT CLUBS (5 �0 120 FUTURE LAND USE: RU FUTURE LAND USE: RU FUTURE LAND USE RU ' ' OF ST. LUCIE COUNTY, FLORIDA. 10 SPACES PER 1,000 S.E. G.F.A. S� t J ZONING: PUD ZONING: PUD ZONING: PUD - 1 l l I I I r I I TOGETHER WITH NON-EXCLUSIVE EASEMENT RIGHTS, ACCORDING TO THE 6,999 / 100 = 69 SPACES -� 1 1/2" WATER METER p 1 I r-- r---� I 1 I I I DECLARATION OF EASEMENT RECORDED IN OFFICIAL RECORDS BOOK 1360, 11/2 RPZ -"_ I L__J------T __J I I I ---- LJ I I AT PAGE 2$06 ;((`` PARKING REQUIRED = 64 SPACES (3 HC) OF THE RECORDS OF ST.. LUCIE COUNTY (BACKFLOW PREVENTER) FLORIDA. PARKING PROVIDED = 66 SPACES (4 HC) DDCV CONTAINING 95,103 S.F., 2.183 ACRES MITIGATION: -- FDC I j I EXISTING I j EXISTING I PARCEL ID NUMBER: 3426-700-0002-000-0 TREE MITIGATION DETAILS ARE PROVIDED IN THE Ply WV wV 1 EXISTING 1 HOUSE I HOUSE I I HOUSE I I E.I.R. ANY REMAINING TREE MITIGATION THAT IS 5p1" Ig1 ' SECTION 26, TOWNSHIP 36 SOUTH, RANGE 40 REQUIRED, ABOVE THAT WHICH IS NOT PROVIDED PROPOSED 11 I I THROUGH LANDSCAPING, WILL BE ADDRESSED BY A 10'UTILITY I I I I I I PROJECT NAME: AMERICAN LEGION HALL POST 318 MONETARY DONATION. EASEMENT - ryeoovaV516 u lL_____________..______� -7 I L L-_ r 1 5' TYP. N 89°54'28" E 195 31' -J OWNER: THE AMERICAN LEGION, POST 318 PERMITS REQUIRED: --- ----------------------- ------- ----� PORT ST. LUCIE FLORIDA, INC. SLC STORMWATER PERMIT PSLUSD POINT P.O. BOX 8031 SLC RIGHT-OF-WAY PERMIT OF SERVICE PORT ST. LUCIE, FL 34952 SLC DRIVEWAY PERMIT ' SFWMD WATER USE FOR IRRIGATION WELL LOCATION: NORTHEAST CORNER OF U.S. HIGHWAY Nl & SAVANNA CLUB PSLUSD PERMIT TO CONNECT BLVD., BEHIA(D THE AMERADA HESS GAS STATION. DETAIL'A' 8' HIGH MASONRY WALL TRAFFIC STATEMENT: SCALE: W/LANDSCAPE PER �� SITE DATA INSTITUTE OF TRANSPORTATION ENGINEERS TRIP GENERATION, 7th EDITION PROJECT STATEMENT: 2E - - _ SLC CODE 7.09.04 (E) /� ZONING: CG LODGE/FRATERNAL ORGANIZATION (591) LAND USE: COM (AVERAGE RATES UTILIZED). THE PROPOSED PROJECT CONSISTS OF A AMERICAN LEGION ( I I I ( I I I I I I ( I DRY I DETENTION I AREA#1 I I I rr ( ( I I o ( I I I o I I I I z I I I I / / - GROSS SITE AREA 95,103 S.F. (2.183 AC) = 100.00% (500 MEMBERS) HALL AND ASSOCIATED PARKING LOCATED ON COMMERCIAL GENERAL (CG) ZONED LAND WITH A COMMERCIAL (COM)�/ss / WEEKDAY DAILY TRIPS: FUTURE LAND USE. AMERICAN LEGION HALL IS A --� I IMPERVIOUS AREA 40,875 S.F. (0.938 AC) = 42.98% 500 x 0.29 = 145 TRIPS PERMITTED USE IN THE CG ZONING DISTRICT AND IS /e I PROPOSED BUILDING 6,444 S.F. (0.148 AC) = 6.78% COMPATIBLE WITH THE SURROUNDING USES IN THE AREA. 11. 3' ( / PROPOSED PAVEMENT 34, 431 S.F. (0.790 AC) = 36.20% P.M. PEAK HOUR TRIPS: THE PROJECT IS BORDERED ON THE SOUTH BY THE SAVANNA I\). 500 x 0.03 - 15 TRIPS CLUB BOULEVARD AN 130' R/W AND THE SAVANNA CLUB PERVIOUS AREA (OPEN SPACE): 54,228 S.F. (1.245 AC) = 57.02% COMMUNITY CENTER ZONED COMMERCIAL GENERAL (CG) AND fR DEVELOPMENT SCHEDULE: A FUTURE LAND USE COMMERCIAL (COM) AND TO THE EAST L 1 ` BUILDING DATA: BY THE LAKE LUCIE ESTATES ZONED PLANNED UNIT 1 j PROPOSED LEGION HALL 6,444 S.F. BEGIN CONSTRUCTION: MARCH 2O12 DEVELOPMENT (PUD) AND A FUTURE LAND USE RESIDENTIAL I END CONSTRUCTION: 120 DAYS URBAN (RU). THE PROJECT IS BORDERED ON THE WEST BY I I BUILDING HEIGHT: A EXISTING HESS GASS STATION ZONED COMMERCIAL GENERAL 26_18' 1 j ONE STORY (HEIGHT OF 25 FT.) LEG ND (CG) AND A FUTURE LAND USE COMMERCIAL (COM). THE PROJECT IS BORDERED ON THE NORTH BY THE LAKE LUCIE K PROPOSED I BUILDING SETBACKS (03): ESTATES ZONED PLANNED UNIT DEVELOPMENT (PUD) AND A PAVEMENT o FRONT: 25 FT. -�-Z_ RUN F FLOW DIRECTION FUTURE LAND USE RESIDENTIAL URBAN (RU) . THE Q I I SIDE: 10 FT. DEVELOPMENT OF THIS PROJECT WILL NOT INTERFERE WITH THE DEVELOPMENT AND USE OF THE NEIGHBORING PROPERTIES, SIDE CORNER: 20 FT. <;= TRAFFIC FLOW DIRECTION 7 O I REAR: 20 FT. AS ALL REQUIRED BUFFERING AND SETBACKS HAVE BEEN �I I T-T2I I UTILIZED IN THE PROJECT DESIGN. 17.5'PINE \ �_ - Nj PROVIDER OF UTILITIES: U BLOCK NUMBER R5 WATER: PORT ST. LUCIE UTILITY SYSTEMS DEPARTMENT ACCESS TO THE PROJECT WILL BE FROM THE EXISTING HESS / iv SI GAS STATION DRIVEWAY ON SAVANNA CLUB BOULEVARD, WHICH — - - - - - - - - - — 2 b NI I WASTEWATER: PORT ST. LUCIE UTILITY SYSTEMS DEPARTMENT MITERED END SECTION o+ IS ALSO USED TO ACCESS THE LAND TO THE WEST, EAST, m 11. 9' rnl AND SOUTH OF THE PROJECT. w # m rn I DRAINAGE NOTES: NUMBER OF PARKING q DRAINAGE SYSTEM WILL CONSIST OF DRY DETENTION AREA WITH O u al-� rol SPACES THE SITE WILL REQUIRE FILL IN ORDER TO MEET DESIGN TYPE'D' io of DISCHARGE TO THE ROAD SWALE ON SAVANNA CLUB BOULEVARD & WILL BE 15"PINE N wa..T CURB I ELEVATIONS. THE FILL WILL BE OF A GRANULAR MATERIAL jg�zm �I LIMITED TO THE PRE -DEVELOPMENT RATE. SFWMD CRITERIA FOR WATER 0 NI HANDICAPPED STALL SUITABLE FOR COMMERCIAL SITE DEVELOPMENT. THE FILL C > a 15" PINE (TYP.) [] QUALITY AND QUANTITY TREATMENT WILL BE PROVIDED. (QUALIFIES FOR c7 R5' MATERIAL WILL BE OBTAINED FROM AN APPROVED BORROW PIT. � R12' d � 5FWMD NO NOTICE GENERAL PERMIT) L"� I EROSION AND SEDIMENT CONTROL - CONTRACTOR IS RESPONSIBLE p 12^PINE 10 zo II SI j I I FOR PROVIDING EROSION AND SEDIMENT CONTROL USING THE TYR 5' O I 1 LATEST F.D.O.T. STANDARDS. BALED HAY, STRAW, AND O i i SILTATION BARRIERS WILL BE INSTALLED WHERE NEEDED TO O 16'PINE TRACT A-1 i i PREVENT SILTATION OF ADJACENT PROPERTY, PUBLIC RIGHT- R5' I EXISTING LAKE I 1 I LAKE LUCIE ESTATES I I OF -WAY, WETLANDS AND WATERWAYS. THESE WILL REMAIN IN CONTROL EL. 12.5 I I PLACE UNTIL GRASSING OR SODDING HAS BEEN COMPLETED OR 10' 26' I FUTURE LAND USE: RU (N.A V.D.) II I S 89°54'28" W 130.00' ZONING PUD UNTIL SILTATION AND EROSION ARE NO LONGER A THREAT TO ADJACENT PROPERTY AND WATERWAY. \` C-'--- - --__ - ------ � � `t l' " j I I � THERE ARE NO WETLANDS ON THE PROJECT SITE OR IMMEDIATELY ----'---- -_---- Il 21"PINe I J I I SURROUNDING THE PROJECT SITE. C C � I INV. EL.B80 \ \ \ S R5' \ I I THE PROJECT LIES WITHIN FLOOD ZONE 'X', AS INDICATED ON \ li i THE SURVEY. \\` • \ I O \ R5' 12.4' \ \\ [ \\ \ \ I SE \\ \ II 1 PROPOSED \\ \ 1 PAVEMENT EXISTING \\ \�•\ \ \ I '> 12 1' PROPOSEDCONCRETE BUILDING \\@d C� I______________s_____________-_________________-____L\ \\ ii-- \ DUMPSTER PAD W/ 6' II l `\ F.F.E. • 15.50 \\\ a�" @@ \\ \ �i R1� HIGH MASONRY WALL----- CIO & STEEL GATES (TYP.) \\ \ n aaa \\ \\ j II 3' (SEE DETAIL) N 89°54'59" E 201.59'' \\ R5' (Ny 4— 0 W HIGH VINYL FENCE ��%� R12'WILANDSCAPE PROPOSED CO RETE \ PER \ N LOADING "v PAD W! MOUNT N SLC CODE 7 09.04 E ( ) \ \ . •' W @ / (� 12 TRANSFORMER \ \\ +@ a \\ A \ \"\ a@+@ \\\ `� \��-T. � o jg 105.00, CONCRETE %�' [�] R IFTTR-"WA` PATIO AREA \g -�-'`�� \P�, \ a°``^\ 1 PROPOSI=D COVEREII .� 2s' ONE-STORY CBS BAR AREA � CROSS ACCE S I 1445.F. aA EASEMENTP °, SOCIAL HALL 1 \\ SAVANNA PLAI 118 P.B. 63, PG. © GROSS FLOOR AREA = 6,444 S.F. F \ 13.5"PINE \ 10' 26' 18, 5' 5' COVERED P OSED \\\ ADA TRUNCATED \ \ 1 / SE U li V DOME MATS FRONT ENTR\' H.C. SIGNS REASE TRAP 5'' P. w � o � � (TYP.) W/ PAVERS (TYP.) WATER SERVICE TO GRINDER STATION \ Zi (wi) PROP. BLDG. SEWER SERVICE W fY FLAG 10 -a- \\ POLE 14 , my .. aioP ' Ul L% " Uo 1 ER \ TRACT D-1 LAKE LUCIE ESTATES FUTURE LAND USE: RU ZONING: PUD a Ae / 11 QZ)l IR�� m m ® 1 m m m m e m m m \ / /i > v vv EXISTING I`J 10, �l 10 10' PSLUSD POINT Y \\\ \\ R /.• ro I TYP. O .� TYP. O 5 OF SERVICE HESS GAS STATION I 8 9 FUTURE LAND USE: COM 2 \ i SF R - PROPOSED \ i ZONING: CG. 12' 12' I 12 I R5 89°549"W 5 - - 't GRINDER 2D'x zo'I STATION ACCESS & EXCLUSIVE_25.00' �✓ -o[��PROPOSED _ 12' x 48' VACUUM I urrcrrr \'ASEMENr---_- /� i N o - TYPE []s, PAVEMENT ,D, O No CURB TRUCK AC SS5'o R5' c� (TYP.) II i cor/TnoL HOSQ IBB FOR ---'I R I-P�Nt°L-- LIFTITATIONF_________________________________________________ EASEMENT PER_-11 5SI TYR 10 10 TYP.''V(�21"PINESER EO.R. BOOK 1360-2606 10 I 6 50w+'4e --------------®...................<........®«.as.°<.raPROP. 5'W`X 7' H o m m m m m m m m_ m m m m m m a. n"6. ;'' \\ / �,_,,�, -% 1 I am WOOD SIGN'W/ LIGHT - I f / / -{EI� 'm ` o f0 ACCE,$S &EXCLUSIVE UTILITY EASEMENT �' ' ' / \ ' _ _ _ 1 1 EX. STOP& a 1 Z - 1 1 T o 'PRSI3'atb - - _ _ f / P OR I2• ^/ i i \ I STOP BAR _o _ ____ in _ A i UTILITY _o - r____yt_ _�,_r--r=_=c-r-_==-r=_=----_ (� E%. FIRE 1- _ f _ %f - � , EXISTING SIDEWALK (TYP.) ��- IIIIIIIIIIIIIIIIIIIIII011II111 _ HYDRAN7f I _ y -T-- whL-=-- — w --_--- -- 1N°"--=-- - '-'------ �--------- WmzNrlxuLsit ------ -__9" W Wm ----- s Le T' DRY _A 89°54'59" W -__- -� .fie q=4& \� DETENTION _ AS EXISTING - r_--- mom_ 5�23�a7Ta4 \\ AREA#2 EX.12• MAIN L J _ DRIVEWAY \ L_f��— �� WATER MAIN }- 7(' TEL .-- f\ �_��- � - `\ �� . �� �__\ �_, Ta :,� •\ / / /' it \\ i ------------------------------------------------------------------------- --------------- ' z Gg• -� W4Lk j1, 11M \ 1a�' ,4 J 1 / / 1 i i ��.. a_720 g0 t— — W — — —? Cik 4h SAVANNA CLUB BOULEVARD ' — —--------==-=-===----- ' -n- _ ________ _____________ (130'R/W) I EX. V PVC FORCE MAIN ` FM FM —FM— — FM — FM _ FM -II— + FM — F ti `� Cti�Z WM� SAVANNA CLUB COMMUNITY C TEF — -- —�_ FAA \ i / CAD DWG OOOOOSP I E ISTING I _ FUTURE LAND USE: COM 1 DRIVEWAY I \`y -- ' 60 MANUFACTURER - PART NUMBER ZELNE - 01751411-R-W-S-208 NA -MAD 250S R4 PEA-KAD 250S R2 NA-KAO 250S R3 UINCRETE POLE CAST SPEGALTIES - 40FT TYPE III-01 n -------------- -- - ----- •. P. I 1 ' F SITE LIGHTING FIXTURE SCHEDULE VOLTAGE MOUNRNG DESCRIPTION ,ATTS 175 208 INGRADE 12 2 250 208 POLE TOP 19 SWACUTOFF I FLAT ALUMIMI NUM DOOR 250 208 POLE TOP FLAT ALUMINUM DOOR 250 208 POLE TOP 19 S. A 0 I FLAT ALUMINUM DOOR 70_rATfflrD7Mr PPE TENON, SNS' HAI - SIGN C) OPAQUE GATES Y TYPICAL 18' PARKING STALL V=5' OPENING MUST BE PERPENDICULAR TO LINE OF FLIGHT OF SERVICE VEHICLE 10'-0" MIN. CLEAR REINFORCED CONCRETE PAD U I 0. z I I o B" Q° 11'-4" 8" BAND GATES SHALL MAINTAIN MIN 135° SWING CLEARANCE W/ - ANCHORING ® FULL OPEN. GATES SHALL BE OPAQUE. HINGES SHALL BE OUTSIDE OF 10' CLEAR AREA 12' K IW CONCRETE FOOTING W/ 3 #5 BARS CONT. W CONCRETE BLOCK WALL WI STUCCO (BOTH SIDES) W/ FILLED CELLS & 1 #5 BAR AT LOCATIONS SHOWN. (FENCING IS PERMITTED W/ OPAQUE SCREENING) MIN. 4" DIA. z 6' HIGH STEEL BOLLARD FILLED W/ CONCRETE& PAINTED SAFETY YELLOW 1 11,•4„ 10' x 10' DUMPSTER DETAIL 1"=5. FIDE ® N ® PARKING H CONCRETE STOP CONCRETE STOP ➢ISAHLED PERMIT ONLY PARKING BY DISABLED PERMIT $250 FINE ONLY x F 3 i FTP 25 $250 FINE � W w NOTES: FTP 26 3 m m m m 1. TOP PORTION OF FTP 26 & 26 SHALL HAVE ��\<E REFLECTIVE BLUE BACKGROUND WITH WHITE REFLECTIVE SYMBOL AND BORDER: 2. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE WHITE HATE BAKGROUND D WITH BLACK OPAQUE -- 60 LEGEND 3. FTP 2% & 26 MAY BE FABRICATED ON ONE PANEL OR TWO, 4. FTP 29 IS FOR USE IN AREAS WHERE SPACE IS. LIMITED, 6. fi SHALL BE 7 FEET MEASURED FROM THE GROUND OR SIDEWALK 7O THE ET BOTTOM OF "PERMIT T ONLY SIGN OR a FEET TO THE BOTTOM OF IBSO FINE SIGN. 6. BLUE F-AVEMENT MARKINGS SHALL BE TINTED T - --- MATCH SHADE 15180 OF FEDERAL STANDARDS 595a 7. REFER TO FDOT INDEX No. 17346 FOR PAVEMENT MARKING DETAILS. 12 51 12 MIN. MIN. MIN. HANDICAPPED SPACE DETAIL J )SEPH T. FRISCIA, P.L.. Fl, REG. NO. 31443 (7.7Revisions By 10-18-11 PER SLC WE 03-14-12 RESUBMITTAL RWrF' 03-26-12 PER PSLUSD RW/F 04-27-12 PER DRC RWF 06-25-12 PER SLC RWF 4 _J 4 Q Z O 00 Z cy)W I— a Q O i- U d U) W Q LJKFIVVIV RWF CHECKED JTF DATE (3-08-2011 SCALE 1"- 30, JOB NO. 081150 SHEET 1 \v/ { i 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LOCAL BUILDING CODES AND THE SECTIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, CURRENT {I I EDITION OTHERWISE AUTHORIZED BY THE ENGINEER IN WRITING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY OFF -SITE DAMAGE, RESULTING FROM HIS OPERATIONS, TO EXISTING PAVEMENT, SWALES, ETC... 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING THE SITE PRIOR TO BIDDING WORK AND SHALL TAKE INTO CONSIDERATION ANY OMISSIONS, UNDERGROUND UTILITIES, OR OTHER ITEMS AFFECTING THE INSTALLATION OF PAVING ANI DRAINAGE. SHOULD UNCHARTED OR INCORRECTLY CHARTED UTILITIES OR OTHER ITEMS BE ENCOUNTERED DURING { II CONSTRUCTION, CONSULT PROJECT ENGINEER IMMEDIATELY FOR DIRECTIONS. REPAIR DAMAGED UTILITIES OR OTHER ITEMS LC TO SATISFACTION OF UTILITY OWNER AND PROJECT ENGINEER. � ' C\ ® \ \ \ I I � +{ { 3. ALL BERMS AND GRASSED AREAS WILL BE SEEDED AND MULCHED IN ACCORDANCE WITH THE APPROPRIATE SECTIONS OF THE M ® \\ \\ I j+ 15.95 1 \\ { { ABOVE REFERENCED SPECIFICATIONS UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER. 4. ALL SLOPES TO BE MAXIMUM 4:1 UNLESS NOTED. ALL SLOPES SHALL BE SODDED. FOR MPSTER PAD \ ELEV' SEE DETAIL W \ ,y� EX. DRY i j ZI ie yry------------ 5 CONSTRUCTION GOVERN AND PIPE LENGTHS MAY HAVE TO BE ADJUSTED TO ACCOMPLISH EXISTING \\ ��q \ DETENTION AREA I r e O ' '" ` ` __--------f------ \\ EX CONT CONTROL 11 1 AS SHOWN ON THESE PLANS. BUILDING �\ .,/s' 1.� I �.- o -I o `. `� eis'" j%^ - _____ _ DRAINAGE STRUCTURES SHALL \\\l\'\i --- ELEV=16.G4 (N.A.V.D. 1S80) I ! \� F.F.E.=16.60 \`\ 4! ® \\ \\ I - o �I @) \. `--- �I{ ,{ 6. IF HARDPAN IS ENCOUNTERED WITHIN RETENTION AREA OR SWALES, IT SHALL BE REMOVED AND REPLACED WITH A GRANULAR Z UFI lo' 's°' W '-' ____�__ , e \ 1 1 MATERIAL. Q G. JI 10 N 89'S4'59" E 201.59' ---- may' \ 1 1 \\\\ \ '1 a to LL `\-` - - - - -' o \ \ I{ 111 COMPACTED TO DENSITIES �SUFFICIENT TO ACCOMMODATE MOVED AND BACK FILLED WITH A GRANULAR MATERIAL AND J \\ \ I a 7. IF MUCK IS ENCOUNTERED IT SHALL BE COMPLETELY RE \ 1 Xw \ a \ \ o d 35 .F. SWAGE @ 0.2/ \\ B' HIGH VINYL FENCE { 1 { THE INTENDED USE. n- \\ �' w a SD #2 I J J �►-' TOP EL.15.30 j 1 o JAI In FLUSH SWALEINV.EL.VARIES14.3-15.0 -S"' \ WILANDSCAPEPER { i i 8. EROSION AND SEDIMENT CONTROL - CONTRACTOR IS RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENT CONTROL USING r- SLC CODE 7.09.04E 1 , NINV.EL.11.50 11 Z p�I I 15.70 15.90 ���sss��� J---15.0 16.46 \ O I , THE LATEST F.D.O.T. STANDARDS. BALED HAY STRAW AND SILTATION BARRIERS WILL BE INSTALLED WHERE NEEDED TO Q -----SINVEL.50 / y 3i )� 16 1os.00' 16.00 \SILTF NCE ' ' PREVENT SILTATION OF ADJACENT PROPERTY, PUBLIC RIGHT-OF-WAY, WETLANDS AND WATERWAYS. THESE WILL REMAIN IN \ \ 1 PLACE UNTIL GRASSING OR SODDING HAS BEEN COMPLETED OF UNTIL SILTATION AND EROSION ARE NO LONGER A THREAT TO = --{ %s` \. ° /\a+\'r, ^STR� E BARRI RPER ^{ ADJACENT PROPERTY AND WATERWAY. ro\ ` p \ ^�. \v: FOOT IINDEX#102.3 1 1 Z vj �\�\�sang/+,-- 16.40 FIN.OR. \ii9. RCP INDICATES REINFORCED CONCRETE PIPE. CMP INDICATES CORRUGATED METAL PIPE. BCCMP INDICATES BITUMINOUSO 15.90 PROPOSED EL••; '1 i i COVERED CORRUGATED METAL PIPE. CAP CORRUGATED ALUMINUM PIPE. CPP INDICATES CORRUGATED POLYETHYLENE PIPE --------______________ , coy B (TYP ,i i (N12) MANUFACTURED BY ADVANCED DRAINAGE SYSTEMS INC.(ADS).�-'r SILT FENCE UILDING\ I I r 10 W/� `� ^\ ( \ \ ` e �� 1 BARRIER PER $ F.F.E.= 16.50 i9�'Y \ 1 { { i V FDOTINDEX#102.3., I 1 10. ALL INLETS SHALL BE TYPE C PER F.D.O.T. INDEX #232 W/ CAST IRON GRATES UNLESS NOTED OTHERWISE. W Ol {! Y N.A.V.D. 13.S PINE C1� \\ 1 1 1 r ,-1 l ;(t3.6 �I-1 + 16.00 V { i 11. ENTRANCE TRAFFIC CONTROL - STOP SIGN, STOP BAR AND LANE DELINEATOR SHALL BE IN ACCORDANCE WITH M.U.T.C.D. F, da l e o @ , * 2%MAX OPE ^,ab ,,a9 may, � I I I (TYP. H.C. STALLS) SPECIFICATIONS AT ALL ENTRANCE LOCATIONS. ` ` 0 , + + U 1il 1 \ MIN. BERM , I O �_ •s \ Ny,` / a' XI I rn 15.90 I 15.90 (2) 170 L.F. 1" SCH40 PVC 1 \ EL. 15.6 1 I 1. C.O. INV. .0. INV. `\ { { 12. BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY BY VELCON GROUP, INC., JOB. N0. 10-023. Q rLl I FLUSH FLUSH E 14.40 C.O v. WATER SERVICE 1 \ r�/ � \ `4»5`®e 'y l 7 +^ry1 `A^ SO _J col 15.90 a ,�:, ° • .c DEL. 14.50 @� •SIDEW �EC 98.45t 7.. o EL. 13.20 ' \ \ 111 \\\\\ i I LL 6"BLDG.SEWER 1.0% C.O. INV. 1 c 13. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO PRE -CONSTRUCTION CONDITIONS OR BETTER. N r�4e °I no. 'E aro - 11�\ i i 14. MES INDICATES MITERED END SECTION PER F.D.O.T. INDEX #272. \ a 4 (JUNCTION BOX) I 1 \• \ 1 L�..I i I 'S 1,250 GALLON TOP EL. 15.65 L_ _ 'b' 7 16.40 * 16.40 * 16.40 1F GREASE '3'+ 16.40 Iri PSLUSD O T p n /�/ 15. ALL CURBS SHALL BE TYPE "D" UNLESS NOTED OTHERWISE. _ fn N INV. EL. 11.50 � v tl 1 \ r , INTERCEPTOR OF SERVI ti 4 \ \ SE INV EL. 11.50 P _ 15.90 SD #4 15.90 15.90 15.90 11 0 /3,y "�-- _ TOP EL. 30 FIN. GR. 1 �, 16. WHEN PAVEMENT IS SHOWN NEXT TO A CURB OR SIDEWALK, THE ELEVATION OF THE TOP OF CURB OR SIDEWALK IS 6" ABOVr, \ 6p - - NW INV. EL. 11.50 H.P. H.P. ___ EL. 15.5 / 1 / / THE PAVEMENT, UNLESS INDICATED AS FLUSH. IN SOME CASES, BOTH ELEVATIONS ARE SHOWN FOR CLARITY. 89*54'59' W L.F E-- _ 15.60 15.60 0.1 Nv. 20'x 20' ,• \ \ " kPIL E INV EL. 11.50 _ _ _ _ . t2 / ACCESS & EXCLUSIVE I I _ [_y I F-y pG-------------r---------- -��. { I I 1 EX. 12' PVC I WATER MAIN ----------------------------------- SILT FENCE I > 6' < 30' 1: 12 HANDRAILS BOTH SIDES / _ i I I I LIN T. SQ.FT. LIN.FT. SQ.FT. UNIT. SQ.FT. BARRIER PER I I / FDOT INDEX #102.3 COMPACTED OR > 0' < 50 ' 1 : 2 O NO HANDRAILS / / I I I STABILIZED SUBGRADE 300 1OA00 300 10,000 300 10,000 1/2" CHAMFER SEE SITE PLAN I 1 16.00 '1 y VERIFY SIZE W/ FIRE 3,000 PSI CONCRETE ag' rn 16.00 -�-�y LIMEROCK BASE 305 10,000 300 10.000 300 10,000 PROTECTION DRAWINGS O� Oe I I DRY I 1 16.00 ' j 1 ? w= 5 io PAVEMENT -_ ,' I c7j d SHELLROCK BASE 300 10,000 300 10.000 300 10,000 LL.I I I DETENTION AREA #1 1 I 15.75 I LU a O CONST. 4"x2" TAP cc "� +^ary �1 10 BOTTOM EL. 14.0 01 I R H.P. ASPHALT PER INSP. PER INSP. �+ W 2" GATE VALVE &BOX ai ct v' /) ui a N LL s/ BASE e ' 1 A �I I°- N.A.V.D. i Ig- 1 III\` Z CONST. 1 1l2" WATER METER c si Jiq z �' FIN. GR. ro I J I NOTE: ALL TESTING SHALL BE TAKEN IN A STAGGERED SAMPLING PATTERN FROM A POINT 12" v0-i a'' IL W 4" 90° ELL 1 1/2" RPZ S x`'fir COMPACTED SUBGRADE EL. 15.5 + i INSIDE THE LEFT EDGE OF THE REM TESTED, TO THE CENTER, TO A POINT 12" INSIDE a O1 a 4" DDCV 2" DR-9 POLY S1oAF , j - o 3 I I 1 1 A" O c Z" WATER SERVICE % k o z l0 - OF THE RIGHT EDGE. p - 4" PIN A L i. u u I 1 1 I I 0 -Ir 1 a 4" FDC (SEE DETAILW-02A) 0 fd� 'n 1 I� I SILT FENC _ _ _ _ rj_<Y..R� _ _ s�a p"' g,1 G --------------- c7 BARRIER NOTE: � "• - `�' " u 14.0 I I D I FDOTINDC #102.3 LL \ SIDEWALK/PAVEMENT DETAIL b 8 I I /130\1 IMESINV. �O I DRAINAGE PIFE JOINTS, INCLUDING ROUND CONCRETE PIPES, Jmw PIv vA m ( 1 I IEL. 13.00 15.80 I SHALL HAVE A FILTER FABRIC JACKET IN ACCORDANCE WITH FDOT m PROP.. s' N.T.S. P, 17.a•PINE� -- I- 15'� 1 �"� UTILITY SN Lq ROADWAY AND TRAFFIC DRAINAGE STANDARDS. ALL RCP PIPE USED F° �01 I EASEMENT /r '� C01 is o't1 16.30 \�__ __i/� I SI I FOR EXFILTRATION ARE TO HAVE SLOTS, IN ACCORDANCE TO FDOT y°•°S''%an a -- 15s , INDEX #285.2 OPTION 'B'. I + g 5<FHP.,! m PSLUSD POINT/5"PINE . 807 16.00 ROp0• o 15.80 g I NOTE : OF SER/p $I� ALL ELEVATIONS SHOWN OR REFERENCED WITHIN THESE PLANS ARE s�o° Z 3Wes------------------WM-=FBASED UPON NORTH AMERICAN VERTICAL DATUM 1988 (N"A.V.D.). CONST.O 75'PINE �-153 L.F.INV. C R. c@ 0.5% r1 sD#1 TO CONVERT FROM N.A.V.D. '88 TO N.G.V.D. '29, ADD 1.48' 12N4"WET TAP HANDICAP RAMP DETAILTOP EL. 15.30 ETAIL'A' 4' GATE VALVE 8 BOX N.T.S. TO THE N.A.V.D. XLEVATIONS TO GET N.G.V.D. ELEVATIONS. LE:I"-IV 10L.F.4-C-900,DR-18PVCWATERMAIN h 16.20 15.75 �� I NW INV. EL. 12.50 Q) 12" PINE � 16.00 16.00 d j S INV EL. 11.50 i I GENERAL NOTES: p 1 O I6"PINE o 'Z I15.90 I - I •�� ui LL I � ' I S 89°5428" W 130.00' EX. SS MANHOLE A I I n /,- RIM EL. 14.55 091 \A' M EX. 1B'PIPE _-\V♦%�-r-_ } + W V______________ \ ----- il 21"PINE \ 1- _ f---- ______ I I, GRAPHIC SCALE CATCH BASIN SCHEDULE LEGEND Date Revisions Hy Depth Of Sawout JUUU Sea / ROAD RIGHT-OF-WAYJ PROPERTY _ ��? BOX TYPE EXISTING GRADE ELEVATION so 0 15 30 60 120 ELEVATION FT. N.A.V.D. a¢ Mi"'` to - }ry 10-18.11 PER SLC RwF I STRUCTURE PER F.D.O.T CONCRETE T/CURB ------ r------T r-- NO. TOP NOR EAST SOUTH WEST BLEEDER VERFLO INDEX 232 COVER _T r9 SIDEWALK 03-28-12 PER PSLUSD RWF 1 I I I I -------� I PROPOSED ELEVATION I I SO #1 16.30 NW 12M - 11.50 - - - C USF 6212 core. vw'1. 1' SEE PLAN 1, 3000 P.S.I. 21.60 / r-- r---i I I I TYPED 06 11-12 PER DRC 8 L.S. ARCH RwF ( IN FEET ) ) f�'-' I I I L__J Z-----� I I I I I I SO#x te.3D 11so - 11.So - - - c USF 6212 ¢°Exp.JomtAnd 21.00 (H.P.=HIGH POINT) ----- L_J I I SO 03 15.85 11,80 - BE 11.80 - - - 4'0 MANHOLQ USF 170 E CONTRACTION Preformed Joint Filler i inch = 30 It. ' I I I I I B/CURB / JOINT IN CURB +Z- 2%MAX SLOPE a 06-25-12 PER SLC RUT JUNCTION BOX - - - - - - - TYPE D / I - - - Note. For Use w1went to concrete or flexible povemenl, connate slxwn. - I - AS -BUILT ELEVATION EXISTING / I I I I I SD R4 16.30 NW 11.50 11.50 C USF 6212 I I Expansion joint, peformed joint filler and joint seal are reaulred Dehveen curbs _ HOUSE 1 I I SO#5 16.30 - - 12.50 11.50 - - C USF 6212 ��- / I 5" Max ala concrele pavement Dory, sea aiagmm right. _ -� - - O PIPE INTERFERENCE POINTS EXISTING I I EXISTING 1 I EHOU EXISTINO I 1 5" Max. \ 9" max ", ., HOUSE I I � CONCRETE CURB 1zY-1 p mil,_' 12" COMPACTED SUBGRADE ~i MIN. L.B.R. 40 & 98% COMPACTION RUNOFF FLOW DIRECTION ` ti J J I I L__ - - - 3 min. ` o AASHTO T-180 L_-___ __-__-__-___ CONTROL STRUCTURE 1840 1300 1300 WEIR10.40 15.60 E USF 8300 zMox. �� PROPOSED CONTOUR I I { -- I -35.6- P9 s ,y' 1 1 �- IA. i"Poch Op/l°na/ No. 4 Bars, 18" Lm NOTE: ELEVATION ^ l 1 ^ham-------____� _ - 9"Max. \ fTwo Per Guard) - _ �c cost Named SEE FDOT STANDARD SPECIFICATION SECTION 522 FDOT MITERED END 8 FOOT INDEX NO.310 FOR SIDEWALK CONSTRUCTION DETAILS. SECTION m CONCRETE BUMPER GUARD - - - _ N 89°54'28" E 195.31' ° _ _ _ _-`- SIDEWALK DETAIL -- + CURB & GUTTER DETAIL SCALE: 1"=TV 8' HIGH MASONRY WALL SPACING OR REQUIRED ROADWAY /PARKING AREA TESTS F.D.O.T. INDEX NUMBER 300 ^,bp 1T'PINB 21"PINE W/LANDSCAPE PER 4' SIDEWALK SLOPES PER ADA + _ ------- SLC CODE 7.09_04 (E) - - - - \ �'' /� \ MIN. BERM EL. 15-6 FIN. GR. \ - /� ^ ITEMS TO BE TESTED DENSITY L.B.R. THICKNESS LENGTH MAX. SLOPE LONGITUDINAL a EL. 15.5 ^a. M1 ^yM1 I i +"/ / / hP' + < 6' 1:12 WITHOUT HANDRAILS I iI 16.00 I 1 MAX SPACING MAX. SPACING MAX. SPACING EXISTING LAKE CONTROL EL. 12.5 (NAND.) I EX. 24" CMP INV, EL, 8.80 \\ \ L__ / EX. INV. . s^° 1 'Ili I 1 sbb \ 25.00' 15.75 1� RAT/O/y - ""SSC.F-IIW.-CR: 0:6°%-- .--01F.INV7CR.- II:6%1 55 L.F. INV. CR. @O_5% I UTILITY \fASENENT SPECIAL NOTES: --------------- --------------------- --__ +' ^-- + / _ A. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PRIOR TO CLEARING (PER FDOT INDEX #106) r •- 58 L.F. INV. CR. Q 0.5% -----_..... _ '-------------------------106 L.F.-----'RCP @ 0.0 SD #5 rz ^ry? I I / 11 s� H.P. y 106 L15" RCP @ 0.0 /o F - - - J / - _---_, CONSTRUCTION FIELD OBSERVATIONS TOP EL. L.15.30 11. I 15.60 f ^A. W/ 96 L.F. EXFILTRATION W INV. EL. 11.50 `� I --- / 1' --- �y + + S INV. EL. 12.50 + I '%gqq -------- DRAINAGE EASEMENT, PER I / i� % , \ A. LAYING OF PIPE (BEFORE B F O.R. eooK,3eo-za56 •-., „1 - DETAIL' 48 L.F. 15` RCP / 1 ( F BACKFILL) 16.00 15.60 18.00 16.00 16. 0 n .,°� ) , B. ALL DRAINAGE S Ir / , �/ / TRUCTURES AND PIPE LAYING COMPLETE, BENCHMARK (•)1.04% Iri �' 1 , ---------------------- ------a-=,eL,�' p ELEV.-15.00 -_ O 1 " �� /' 01; GRINDER ( , C. CONSTRUCTION AND STABILIZATION OF RETENTION AREAS AND SWALES. a�Is o J_ N.A.V.D. INS) �� 10'ACCESS & EXCLUSIVE UT SEMENT 15.6 % / i / STATION 1 i D. SEEDING, MULCH AND SODDING IN AREAS WHERE EROSION IS EVIDENT. EX. STOP a`. ', z ----- - 5,°/Q ) / o! i J'I' TOP EL. 16.50 1 / l R6� jbr _ _ 325 i F. 2" DRA 1 POLY FORCE MAIN ' / 1 °� STOPBAR _q 4=-s ____� 's3--=� 1' UTILITY Mom' '"-- t r----UTILITY' ' r---- - ------------ ==r===-�__�_� °ye r r INV. EL. 12.80 t c II. UTILITIES (PERMITS) ^y i EX. FIR _ -ham U%1� _--- - .�0 1'/ i i _ ------ - /+-r ) - - -TRTI'�' , HVDMNPI ` 1 0 1 r ES INV. DRY 14.3 \ IIIIIIIIIIIIIIIIIII'II"IIIIIIu _ I i `'Z 4 \ /MES INV. " /�L. 13.00 / `O / 111 �' B, JACK AND I BORING IN RIGHTS -OF -WAY. _ __-MA ____- _/ _ W61ib'b'Fll Ukkl41�L1WA.kL 89°54'S9" W Wm_�_ \ �\13.0/ DETENTION AREA #2 EXINV. F-"1--- ex,srwo 1 ,_ yMATCH EX.� \• 14.0 BOTTOM EL. 14.0 / / 1 1 l III. CONCRETE �------- -tL(L -�--- ^N SIDEWALK - - '", \ 7 13 L.F. / / I ' 1 EL. 12.73 L_J - P" DRNEWAV \ L_ -__� --_ • �4 N.A.V.D. I 1 % A. CONSTRUCTION OF CURBING SIDEWALK AND RETAINING WALLS BEFORE PLACEMENT OF CONCRETE. 0,. \ b"� EX. INV. :Y 1 1 l r TEL EL,3.o5_. 3 _ 1IS / FILEs` .._�°__``'\ B\•� � �\% / / /P^ 11 / / IV . PAVEMENT 19/ ``_` -� .�,= ` ,aht ��\ j / y 4 1 f A. LINE AND GRADE (CERTIFICATION) .--------------+'"' F'`�°' ' 'B. SUBBASE (PRIOR TO ADDING BASE MATERIAL) ----- MES INV.'GsiOf`. \`_._ % 11 / C BASE (PRIOR TO PRIMING AND SAND SEAL) -- ^b' EL.13.00 ` wAtK�W4, ;' �' , 1 D. BASE (AFTER PRIMING, SAND SEAL AND BEFORE PLACING OF ASPHALT) M1` 16 L.F. '� 'f�` :�^ '.19 eo /; ; 111 / c ) E. ASPHALT OR CONCRETE (WHILE PAVING IS IN PROCESS) . 9 , \ 2 7I / F. TURN OUT CONSTRUCTION ONTO CITY, COUNTY, OR STATE ROAD (ABOVE INSPECTIONS APPLY). „ .rk P ,+ , G. TEST RESULTS ON SUBBASE, BASE AND ASPHALT. _ ±_------- U yry ^ P$4R-\\ /'�i 11 i i H. FINAL PROJECT OBSERVATION. --- ---SAVANNA CLUB BOULEVARD ---, a -----___ _____ PROJECT CERTIFICATION REQUIREMENTS _ ___ _ ______ ______ __ ______________ _ i i/ \\gip > EX. IN i EL. 12.41, I k�\ I. TESTING -------------------------------------- ------ a -___ - -----+t-====___--- -___ -- ___ O CS#1\ r 1 f / Q t.. (130•R/W) ' + +, -"= CONTROL STRUCTURE / i 1 i I / / A. COMPACTION BEARING VALUE TEST RESULTS / / 11 B. COMPACTION TEST TOP EL. 0 N INV. EL..1313.00 ' C. BASE MATERIAL TEST RESULTS ,"PP , , °ry \ ) / , / `�'�. D. ASPHALT TEST RESULTS c\I S INV. EL. 13.00 BLEEDER INV. EL. 13.00 II. WATER AND SEWER °`' ` WEIR INV. EL. 14.40 t( -------------------------------------------------------------------`----K' ----------------------------- '�------------ +--a��-`---- Fq►-----------^a. -- �`aer\\/� / A. DEPARTMENT OF ENVIRONMENTAL CERTIFICATION FOR BOTH WATER AND SEWER �`` ,"P� \y�(OPERATION MAINTENANCE), IF APPLICABLE, 7 11 / it / B. HEALTH DEPARTMENTCERTIFICATION IF APPLICABLE. l(/� EX. 6'PVC `\ i _ °� `A. C. BACTERIOLOGICAL FOR WATER MAINS. FORCE MAIN y �.,` P� \ \ % ) ' / \+^ / 11 f // / D. UTILITY ACCEPTANCE FOR OPERATION AND MAINTENANCK, IF APPLICABLE. CONST. 6" x 2" WET TA(' sti ��_ �i- +- _- __ FM W/ 2" GATE VALVE & ®6X __ + �° rJ � 11 i i III. CERTIFICATION AND RECORD DRAWINGS -FM- FM- -FM FM- -FM -FM FM- 2" SWING CHECK VALVE + ���� «Z_%�� 1\ A. SEALED CERTIFICATION BY THE ENGINEER OF RECORD FOR COMPLIANCE WITH APPROVED - -X I PM� "t \ 1 i PLANS AND SPECIFICATIONS ALONG WITH RECORD DRAWINGS FOR THE PROJECT. JOSEPHT.FRISCIA,P.E. CAD DWG OOOOOSP i oaivEwnY i------_ M \ / FL REG NO 31113 DRAWN RWF CHECKED DATE 03-08-2011 SCALE 1"-39 JOB NO. 081150 SHEET 2 17.00 19.00 - 15.69' p 16.00 TOP EL. 16.10 3' - 0" e.00 6.5' 2' 6.5' _56.5' 6.5 44' > w w z 62' 11.69' Q GROUT EL. 15.30 LL g �^ OVERFLOW EL. 15.30 SOD O SOD SOD SOD SOD 15.o0 1 PAVEMENT Z (rep.)_ m � 11L 17.00 I 31' 31' p WEIR EL. 14.40 p EOP EL. VARIES EL. 14.40 3 MIN. BE M __-------- > t6.00 EOP EL. VARIES- 1 j 'a'0° 15'L 13 is, cPP---------- 15.80 - 16.00 W INV. EL. 13.00 INV. EL. 13.00 ' EL. FIN. GR. EL. 15.5 15.80. 16.00 W t3.00 EL. 13.00 �.. �- '-, 3"OBLEEDER EL. 13.00 -k EL. 15.6 15.5 . EL. 15.53 ----- _S- - ----- EX OR. _ 15.00 EL. 12.60 B/BAFFLE EL. 12.50 I I I 12.00 8" 2.25' 2.25' S. > 1a.00 EX. OR. EL. 14.03 4 1 1L BOTTOM EL. 14.0 J 1 INV. GR. EL. I BOTTOM W - - - VARIES I j EL. 11.50 3 V BANEIR PLATE EL. 11.50 W 15.30-15.75 11.0o scaLE. t"=3'H 13.00 SECT A CS #1 12.00 SCALE: 10, H !' '.` CS #1 WEIR PLATE "= TV CONTROL STRUCTURE TYPE 'E' BOX CROSS SECTION LOOKING WEST 19.0 182' I 19.00 66.3' 10.00 6' 17' 5' 26' 5' 6.5' 90, 6.5' 1 20' 18.00 10, 44' 12.3' SOD SOD PAVEMENT SOD SOD SOD SOD BUFFER SOD PAVEMENT SOD 17.00 6' 20' T/CU RE EL. VAR[ S I I 17.00 1 1 T/CURB EL. VARIES EOP EL. VARIES 16.50 - 18.80 I I T!C VARIES 13' 31' T 5.3' p 16.25 - 16.57 EOP EL. VARIES I EOP EL. Q 1s.00 I 15.75 - 1 .20 16.00 - 16.30 EL. 1 B6 M EL. 1 M I > I6.00 16.10 - 16.30 M N. BERM Z FIN. GR. EL. 15.5 F%GR. EL. Isst EL. 15.95 16.0 Q 15.00 1 Z EX. GR EL. 15.5t LL 1 1I F- 15.00 INV. CR. EL. J 14.00 EX. OR. EL_14.01 4 INV. CR. EL. VARIES 44 BOTTOM EL. 14.0 1 > I 6 1 VARIES > s 15.30 - 15.65 1 W 15.30- 16.07 4 I w 7400 1 SECT C W EX. GR, EL_13.51 13.00 I SCALE: 1'= IV H SECT B 13.00 V- TV SCALE: 1" = 10, H I s 12.00 p= TV 1200 EXFILTRATION TRENCH W/ 15" SLOTTED RCP too INV. EL. 11.50 NORTH R/W LINE I 10' 1 ( - INTERFERENCE POINT #1 I------- SAVANNA CLUB BLVD.) I 10' ACCESS & -1 I 17.00ooPROVIDE 18" MINIMUM VERTICAL CLEARANCE 19.00 EXCLUSIVE UTILITY PROP. 15" RCP STORM PIPE/EXFILTRATION TRENCH EASEMENT : 16.0o OVER PROP. 4" PVC FIRE LINE & 2" POLY WATER SERVICE. IB.00 20' 18, 8' 5' 2' 2' 2' 1 6' VARIES j 6' 5' 1 31, 31' 5' 10, 73.1' _ _ 6. 1 GRADE EL. 15.3t EX. PAVEMENT soolso So SOD SOD SOD SOD AVEMENT PAVEME' SOD SOD SOD 1s.00 EL. 1 lsoo I EOP 16. 0 16.50 rMIN ' 5. I p 14.00 p MIN. BE M 1 EL EL. 16.00 Z 16'00 EL. 15.6 15.5 15.90 BERM 15 6 Z 13.00 I FIN. GR. EL. 15.5 1 1 12.00 PROP. 15" RCP EX. EL. EX. SIDEWALK 1 1 I SWALE INV. � 1 14.5E EL 14.St I 1 I 1 W INV. EL. 11.50 EOP EL. _ _ 1 y 1L I I INV. CR. EL. EL. VARIES _ �141t �. _ _ - a BOTTOM EL. 14.0 I VARIES 0 PROP. 6" PVC 4 EX_GR. EL. 14.05 J W ta.00 li____________ - I W IJ 15.30-15.60 BLDG. SEWER 14.3-15.0 - - - W 11.00 13.00 / SECT D i FORCE MAW Y 10.00 T/PIPE 10.0' MIN. EX. SWALE SCALE: 1" = 10' H 12,00 INV. EL. 13.0 n1" = TV I 1 PROP. 4" DR-9 PVC FIRE LINE & 2" DR-9 EX. 12" PVC I1 9.00 POLY WATER SERVICE IN THE SAME TRENCH WATER MAIN I I \J INTERFERENCE POINT #1 SCALE: V = 10' H 1'= TV (NORTH R/W LINE INTERFERENCE POINT #2 INTERFERENCE POINT #3 SAVANNA CLUB BLVD.) PROVIDE 18" MINIMUM VERTICAL PROVIDE 18" MINIMUM VERTICAL /9.00 17.00 CLEARANCE PROP. 15" RCP STORM PIPE 16.00 CLEARANCE EX. 12" PVC WATER MAIN OVER PROP. 2" POLY FORCE MAIN. OVER PROP. 2" POLY FORCE MAIN. MAD 20' 14' 12' 5' 2' VARIES 31' 31' 10, 60' 13.P _ 11.5' 16.00 GRADE EL. 16.01 15.00 GRADE EL. 15.0t EX. PAVEMENT SOD SOD PAVEMENT PAVEMENT EL SOD SOD 1 ; 1 16.40 5' 6_ 5' I 15.00 t7.00 Z 1a.00 EOP EL. VARIES EL. j p 15.60 - 16.00 - .90 R.F.E. 18.00 Q 16.0° 15.90 16.0 MIN. BEF{M Q 14.00 L EX, SIDEWALK EL. 15.6 I Z 13.00 Z EL. 15.0* FF-- > EX. EL - INV. CR. EL. LL 13.0o PROP. 15" RCP LU 12.00 -_ 143± EDP EL _ _ 1 VARIES SWALE INV. 1L I j INV EL 1250 W EX. 12" PVC \1 W I _ _ _ _ _ _ _ _ _ _ 15.30. 15.60 EL. VARIES 4 LU 1z.00 z 11.w WATER MAIN \ I 74.00 I EX. OR. EL. 14.0t J W g J J z W 00 13.00 � � 1.00 10.00 SECT E PROP. 2" DRA1 POLY FORCE MAIN to EX. SWALE SCALE: 1" = 10' H 12.00 INV. EL: 12.9 n 1"= TV EXFILTRATION TRENCH F9OO PROP. 2" DRAI POLY FORCE MAIN EX, 12" PVC I IWATER MAIN I I WV.EL. _1.50 RGP INTERFERENCE POINT #2 INTERFERENCE POINT #3 ltoo \/ INV. EL. 11.50 SCALE: 1'- 10' H SCALE: V = 10' H 10.00 1"= TV 1"= TV 9 • _ 16.00 NOTE: PAVEMENT SHALL HAVE MARSHALL STABILITY OF 1.000 LES. DIMENSIONS AND QUANTITIES See Gne/"I Nofe Na 3.Sr„9le Sea ideal Of 6 fPl3" 5lpU puvnlilles ■ Vvlues dawn tar esUnallno pipe gwnUlles one ore tar infa'mufion only. O X A d C E F G ry • N N t Coll", Elf, SLAB ICYl a SODDING ISO. YOS ) Dwb+e r6ple Dual 5 JI rred, Pn ONW !i a F PP _Ormd Fi SapeD P n P1pe TpP_.e. Pie PIP= PI a PI a _ Pa _ pipe /rP Slope _-LLlo.. 2.L�_. 75 .2 015.91 E t.6..- Z2L _3.Zev. fE 37 t.Ni._ Dlo _D.vA �- ^, _�^ - ._ J 5 ! 5 4 & 9 9 6"_-¢.6P P _ E.IT, g ZS _ 2.39' �3 .. Y.4 ) 401- _ 5.pg 7.&' _ - 833' a _ m _8 5 m 6 1196 -I _10.39' -.- . 4. 9. r s 5s 56' 73b _ O.rfi -�'P- 8;b' 1a.36 - . - - �'- - -. /1' �_ 17.1- ? 7U _ -H,g9T p�,5-. is; _ 3.1e _ yi _ 3.2._... - ii �,}_. - 34 a 9 �r 9 Q-06' 5.4H_- LPi_. ]e•• HZ-A� _ 3.ail 1075 0JX _. [YYS_ _LLS� / _IB. ILSB�- _.IL5t . 13. E5... P/33' 2Jd.2- tl 9P / &a 2L9.V 25.Y5 L4L MI �_ LP2_ _L.32 . L3@'_ L42_ _L46- L _ LftL 4,�. -p' -L . , f.IP .L;M7- L9P .1.9L_-.i1- _ 2L _PB, 7L -.7.i _75_ Z5L 3,is ._S.D3 .4.7P S.tiD efl -]A._ -_]3 _. Q.BL A$ J.LY_ L31 L5! �.�_ J, p P,QS off 9,. l3S P.45 Pea J.5s 42a Xl 72 34 _ Sfi _-,z- __32- 4d �- .,`sa__. 'S4_ . u I 55 62 �f- 71_ slope i Do..... list 19 PA 3L .. _3E a E G 6AP' C 6.25' Olroe"elnns perNffee IP old. use of s ekrpbE pipe INp/M. 0M.90' qm. m' DlmenslMs permnred /4 allow use or lE}farWord Ofpe lanpins. GQ GaIK/e/0 e105 elpl) Ee tlGepeed f0 ro/m d4Oy dpe Wrpes G/OWe Pf ploo. See =ado.a Tl l'a. bbi M05 US I an go .0 I e ' I� �io- , " 44" r ' ' I 1 l pl 4.099P_ Jfi I}9 Z.ISS_ �L42S 72" .6 2535 _ 1. 2 - l 0�. 9,5D' 18 ]5' P7.9P' JV f 59' 59 69- 1 FINISHED GRADE EL. 15.30 MIN. PRIME COAT SEALANT TO BE APPLIED ON TOP OF LIMEROCK SASE ••CONCRETE 0 - CLEAN FILL . 13.00 PIPE COVER •• 12.00 SLOTTED REINFORCED - - CONCRETE PIPE 11.00 PIPE BEDDING 9 WATER TABLE EL. 11.00 6" ' • 12" STABILIZED SUBGRADE W1 LBR 40 OR 1 'yC fit •t l! d[ • • •T �t.�,MOD.PROCTOR � v v .vT •=•Lww.=.• f-.fit-. 1r%aye• .�irb�• Y.Y.Y. Y...a_.G:.Y ia...Y T::L� Y /�I I/'I/'//I/II/�//I,�'//'//I //I/� I'I/fj//I/I I .1 TER CLOTH BALLAST DIA. ROCK OR 3/4' MIN. DRAINAGE ROCK EXPANSION• 1 MAX6DDRY DCENSITY M PRO To EXIB-IlNG B1 '�4E _ ' PAVEMENT - 7" PORT. CEMENT CONC. PAVT. 4000 PSI Sod-' � 50tl- L• %-6�./oaa,R""adCe,".re EXFILTRATION TRENCH e > pev®/ed Or Ramd Corners �-1 SCALE:1" = \H 12" STABILIZED SUBGRADE W/ LBR 40 T r - . TYPICAL PAVEMENT DETAILS N.T.S.VET SPLICE DETAIL - - - --- On Ramps That Are Perpendicular Wlth The Curb Line, The Dome PatternSPECIFICATION Shall Be In PAVEMENT TO BE CONSTRUCTED IN ACCORDANCE WITH AASHTO T-180 SPECIFICATN �'�"�' 1.68 Min. Wlfh Tha D/recfLOn Of Travel, On Rdnrps - x Intersecting Curbs On A Radius. The Dome _..�. .. 1 - - . �q- _ _.. _ ,r _- s 2„ Q, -4 Max. /' Pattern SMII Be In -Line With The O1rection -- ------ r-`=---- \ --'- ---- T-'---- Edge or i,Y/ Of Travel7o The Extent Practical. NOTE: a 1 DerecMble Womhp 1. SUBGRADE MATERIAL FOR CONCRETE PAVEMENT SHALL __ -J ------ _ 0.9" min. BE A MINIMUM THICKNESS OF SIX INCHES WITH A \` Slob, 3° Or s#"n,rct, o IN ' ' ' 1.4" Max. MINIMUM LIMEROCK BEARING RATIO OF 40. tern"'"m T lI larprow With WWF fine-Wl4xwl4 % ..-Sod>� RnI - ��% \ I "" U7 Q D.Q" i 0.OQ"- I2. CONCRETE SHALL BE REINFORCED WITH FIBER MESH L -�- ,ra/ Doma ADDITIVE OR WITH 6x6 #10/#10 W.W,M. Truncated Dome late TOP VIEW -SINGLE PIPE - -' ^' ---- � T"---'--' Sow c,44C /No ,4'. _a. Rah r \\ /f` zo DeeneP Arowd als,dp ._.,-.. N _ _ _ _ /l O O O Edtle W Pine For .51 5bh � ...• :.f.....,., .._. ry w '�._ .. 6 �l r2 _ " --�; contra= sroe. J" Or rx 4xwl.4 1p $atl' The top width of the dome shall be d min/mum of 5OX nelnfcraed With WwF CALL 48 HOURS BEFORE • ��-�_.` �j I ...... _.__.:.. - '-- -- ------ - -- ---- ---� ----I � � � 0 and o maximum TRUNCATED7n�Ediameter. CWinele - 7 _ Proe ca,"<eror- TOP VIEW -MULTIPLE PIPE Side OrkU erode Ja11n5 r YOU DIG IN FLORIDA " Base -to -base spacing Mail be 0.6.5" minJmum between domes. CALL TOLL FREE / • / e l' r:P nor Div P' Naf Le� a L, NWE: Ste sMe/ 6 fP, de/etl4 PIAN view 1 - 8 0 0 - 4 3 2 - 4 7 7 0 No P Ps Jot I Permrrhd a4 par 4y u H 0 o,ad a me En Ineer '' LAW. n■ -1 E G *slap=• ,�r nrne., r cry F PIPr:-ld-Adms a SUNSHINE STATE THE I cs 29 Ant (.0 9 3 pore roT Ae rrpe curvar+ F /rlP= T. oe , r a d uadar unit Pace nor uue/ed End seceoPl Ramps SM// hive Detectable Warning Surfaces That Extend The Full Width ONE CALL CENTER __.,. _- -_ _. -_ ._ -.-__ t Nlren ro 4 Pqm Eo Prp4s le' and smnrre/. AI/ SJddWplk Curb Rom OF FLORIDA, SECTION '"`"`Pipe= 24• aw IIr'D Of The Pomp And In The D/rection Of Travel 24 Inches l610 min From The Back Of Curb. INC. 2806 FOOT Design 8lsnderds �ioe sh..1 N". 02 1ofB CURB RAMP DETECTABLE WARNING DETAIL CROSS DRAIN MITERED END SECTION 2 Z72 N,, JOSEPH T. FRISCIA, P.E. SINGLE AND MULTIPLE ROUND CONCRETE PIPE FL REG, NO.31443 00 Date Revisions 13y 10-18-11 PER SLC RWF 06-11-12 PER DRC - RWF 0 t" ON � v w Q = J_ Z � O a_o 00 uJ W co < Z O Z a< L I5I 0 L 0 v Q Z Q I� UKAWN RWF CHECKED JTF DATE 03-08-2011 SCALE 1' - 30, JOB NO. 081150 SHEET 3 \ \ BASIN COVER W/HINGED, LOCKABLE ACCESS DOOR, \ 1/4" ALUM. FLOOR PLATE W/ VENT CPLG. �\ \ 2 "' PVC VENT 40 "k50 " FIBERGLASS \ W/ S.S. BUG REINFORCED VALVE VAULT WITH \ SCREEN S.S. TOP RAIL SUPPORT HINGED ALUMINUM ACCESS \ EL. 13.20 C.O. INV. (BOLTS TO COVER FRAME)\ \ \ S.S. FASTENERS DOOR 6" BLDG. SEWER @ 1.0% \ \\ A \ �� �' \���� 3" CAMLOCK CAP W/ \�" \ I, u \ 1 (3) 2' SLIP DUCT \ � SEAL 1/4" BALL VALVE \ CONDUIT FLANG \ I HATC 1-3" PLUG VALVE \ IAFETY 16.40 0 \\ (3) 2" ELECTRICA DEVICEGAUGE­ CONTROL 4 "" 15.90 \ CONDUITS (TO Ua \ \ CONTROL PANEL) 1/4" S.S. \ IFTING CHAIN 3" FIlTIN 3"CHECK VALV (ADAPT -A -FLEX) cl)FIN. d EL. 15.6 \( GASKET 4"-6"" •4 (9 5.5 „ . w I VARIES I m I B -T `° 1 'SCH 80 PVC 4 ADJUSTABLE PROPOSED SWALE I C HIGH WATER ALARM PIPE SUPPORT 15.5 INV. EL. 14.4 / \ GASKET 12.5' MATCH EOP ____ _ / D LAG PUMP ON EL. 15.75 \ I PSLUSD POINT � 3" DISCHARGE PIPING PVC SCH. BO OF SERVICE / LEAD PUMP ON �>)c.o.IN ; E 316 S.S. GUIDE RAIL --------------- 3.58' 4.17' 2.5' EL. 0 PUMP OFF 15 0 ,h i GRINDER j /// F TOP OF PUMP uMP E2.1 LOATATION w --I STATION / OLUME _ W I TOP EL. 16.50 / 1 / . FT. I � / I INV. EL. 12.80 / / PUMP BASE ELBOW j W PERIMETER / / h r-- -- GRADE EL. 16.0 I Z I CONTROL I / G I j QI PANEL \NNfiE' / •• w i-----20'x 207------ - // SEE NOTE // ` ` ` ` H I co I ACCESS & EXCLUSIVE UTILITY EASEMENT / r /-�-I6iLIlNI w o i / / NOTES A3 1. THE DESIGN SPECIFICATIONS FOR THE WET WELL, PUMPS, CONTROL ELEVATIONS AND VALVE VAULT SHALL BE AS w p / // SPECIFIED BY THE ENGINEER -OF -RECORD (EOR), IN ACCORDANCE WITH THE PSLUSD UTILITY STANDARDS. fJ ry / 2. ONLY PUMPS AND APPURTENANCES APPROVED BY PSLUSD QUALIFIED PRODUCTS LIST (OPL) SHALL BE PROVIDED. I 21-1 'IN // 3. A MINIMUM 20'x2O' EASEMENT SHALL BE PROVIDED FOR THE GRINDER SYSTEM SITE. A SITE PLAN MUST BE / SUBMITTED FOR APPROVAL TO PSLUSD BY THE FOR AS REQUIRED IN THE UTILITY STANDARDS MANUAL. MIN. BERM / 4. FOR SHALL VERIFY AND SUBMIT BUOYANCY CALCULATIONS FOR THE ANTI -FLOTATION SLAB. THE WET WELL AND EL. 75.6 // VALVE VAULT BASE SHALL BE PROVIDED WITH SUITABLE SUPPORT DURING INSTALLATION TO ENSURE COMPLETE 1 \may/ ENCAPSULATION OF CONCRETE FOR ANTI -FLOTATION. / _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �_ _ 3 ( 5. EXCAVATION, DEWATERING, BACKFILL AND COMPACTION SHALL BE PERFORMED IN ACCORDANCE WITH THE PSLUSD UTILITY STANDARDS. DENSITY TESTS SHALL BE PERFORMED AND SUBMITTED AS REQUIRED. F*PHONE DETAIL: PS-01 roar DETAIL: PS-02A MINIMUM CONSTRUCTION STANDARDS FOR °„ 'r MINIMUM CONSTRUCTION STANDARDS FOR 3OR5HPCITY OF PORT ST. LUCIE GRINDER PUMP STATION DATE: 02-17-2011 c CITY OF PORT ST. LUCIE DATE: 0312010 900 S.E.OGDEN LANE THREE PHASE DUPLEX 900 S.E. OGDEN LANE ^ SCALE: N.T.S. SCALE: 1"= 10' PORT ST. LUCIE, FL 34983PORT ST. LUCIE, FL 34983 SITE PLAN <<°„,o> PHONE (772) 873.6400 FAX (772) 873.6433 COMMERCIAL GRINDER SYSTEM (772) 873-6400 FAX (772) 873-6433 SHEET: 1 OF 1 acur m.ai ar.; SHEET: 1 OF 2 NEMA4X SQUARED 4 I -I LEVEL ALARM LIGHT SERVICE RATEDMODEL _HIGH VISIBLE FROM STREET FUSED DISCONNECT SERVICE METER O DISCONNECT HANDLE SHOULD BE LOCATED AS SHOWN STAINLESS STEEL CONTROL O DISCONNECT— a -PANEL (SEE NOTE #6) FEEDERS & CONDUIT RIGID GALVANIZED -CONDUIT AROUND SIDE CONDUIT SEAL OFF TO BE OF PEDESTAL PLACED WIT[IIN 18" OF ELECTRICAL ENCLOSURE TRANSFORMER 1 #6 IN J" CONDUIT (SEE NOTE #6) d (3 - 14" REQUIRED) (SEE NOTE #5) HOSE BIB (SEE NOTE #2) N X X - 24"BOX NC IO WITH R 8" -JUNCTION BOX WITH TERMINAL STAINLESS STEEL STRIP WITH BACK PLATE /-STRAPS -I APPROVED MECHANICAL e CONNECTOR UV SCH 80 PVC FINISH STAINLESS STEEL (SS) 6" CONCRETE BAS GRADE 90° SS a SWEEP TO WET WELL (SEE NOTE #1) TO POWER TO POWER] SOURCE .a PROVIDE THREE 1�" SEPARATE SOURCE PROVIDE CONCRETE CONDUITS FOR MOTOR CABLES AND PEDESTAL W/ #4 LIQUID LEVEL REGULATOR CABLES. REBAR 12" O.0 &E.W. CONDUIT SHALL BE SCH 80 PVC. _ (SEE NOTE #6) " X 10' COPPER GROUND ROD REAR VIEW SIDE VIEW NOTES: 1. THE HORIZONTAL DISTANCE FROM THE FACE OF THE CONTROL PANEL TO THE EDGE OF THE WET WELL SHALL BE A MINIMUM OF 6'. 2. A BACKFLOW PREVENTION ASSEMBLY AND WATER METER SHALL BE PROVIDED PER DETAIL PS-07. 3. ' SEALED WITH CHICO COMPOUND. 4. THE PEDESTAL, CONTROL PANEL AND RELATED COMPONENTS SHALL NOT BE PAINTED. 5. A TRANSFORMER MAY BE ALLOWED ON A CASE -BY -CASE BASIS WHEN REQUESTED IN ADVANCE BY THE ENGINEER -OF -RECORD (EOR) AND APPROVED IN WRITING BY THE PSLUSD. 6. THE SIZE OF THE PEDESTAL AND CONTROL PANEL SHALL BE SPECIFIED ON THE SHOP DRAWINGS BY THE EOR. r°PT °+ MINIMUM CONSTRUCTION STANDARDS FOR DETAIL: PS-038 ° CITY OF PORT ST. LUCIE THREE PHASE DUPLEX GRINDER SYSTEM DATE: 03/2010 ' 900 S.E. OGDEN LANE CONTROL PANEL - PEDESTAL DETAIL 'll{"` PORT ST. LUCIE, FL 34983 OUTSIDE PSL CITY LIMITS SCALE: N.T.S. "ton:o° PHONE (772) 873-6400 FAX (772) 873-6433 SHEET: 1 OF 1 ° 31CHECK VALVE PRESSURE GAUGE (0-50PSI) WITH OUTSIDE W/ DMPHRAM AND A 3/4- SPRING & BILL VALVE ®45' ANGLE LEVER �,I WET WELL ELBOW UP / HOSE CONNECTION SHALL BE 3' ionm�7 Or�llooi to []R 3" PLUG VALVE WITH 2" OPERATING 3" SCH 80 PVC ELBOW (7YP) NUT PLAN VIEW (2) MYERS WG30H GRINDER PUMP W/SST LIFTING BAIL 3 HP, 3600 RPM, 3 PHASE, 230 VOLT, 60 HZ 5 1/4" IMPELLER, 45 GPM, @ 86' TDH GRINDER PUMP STATION ELEVATIONS A RIM ELEVATION 16.50 FT NAVD B INFLUENT INVERT ELEVATION 12.80 FT NAVD C HIGH WATER ALARM 12.00 FT NAVD D LAII PUMP "ON" 11.60 FT NAVD E LEND PUMP "ON" 11.25 FT NAVD F PULPS "OFF" 10.50 FT NAVD G WE'D WELL BOTTOM ELEVATION 8.50 FT NAVD H THk ANTI -FLOTATION SLAB (WET WELL) 24 IN I TH ANTI -FLOTATION SLAB (VALVE VAULT) x IN INFLUENT DIAMETER 6 IN NOTES: 1. THIS DETAIL SHALL BE USED IN CONJUNCTION WITH DETAIL PS-04A. 2. ALL PIPING FOR VALVE AND PUMPOUT CONNECTION ASSEMBLY SHALL BE 3" SCH 80, FLANGED PVC, pPT '+ MINIMUM CONSTRUCTION STANDARDS FOR DETAIL: PS-028 CITY OF POIIT ST. LUCIE THREE PHASE DUPLEX DATE: 03/2010 m 900 S.E. OgoEN LANE PORT ST. LUCIE, FL 34983 COMMERCIAL GRINDER SYSTEM SCALE: N.T.S. PHONE on:o° OE (77$ 873-6400 FAX (772) 873-6433 � SHEET: 2 OF 2 NOTE: ALL CONSTRUCT:LON SHALL BE IN ACCORDANCE WITH THE CITY OF PORT ST. LUCIE UTILITY SYSTEMS DEPARTMENT STANDARD DETAILS AND SPECIFICATIONS, LATEST REVISION, QUALIFIED PRODUCTS LIST AND WITH ALL APPLICABLE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION RULES AND REGULATIONS. SEE PSLUSD "UTILITY STANDARDS MANUAL" 2011 EDITION FOR DETAILS et Dale Revisions By 03-14-12 PER PSLUSD RWI 03-28-12 PER PSLUSD RWI 05-09-12 ADD SLAB VOLUME RVII DRAWN RWF CHECKED JTF DATE 10-20-2011 SCALE 1" - 30' JOB NO. 081150 SHEET cm JOSE PH T. FRISCIA, RE FL REG. NO. 31443 'GENERAL NOTES EROSION CONTROL Section VII (SWPPP Narrative) 1.0 SITE DESCRIPTION l.a Nature of Construction Activities r nE 2.a.2 Strucl-ural Practices Temporary: Silt fence in accordance with FDOT Index 102 and Specification 104. } Staked turbidity barrier in accordance with FDOT Index 103. Soil trak~king prevention device in accordance with FDOT lidex 106. A stabilized construction entrance to be constructed per FDOT Index 10-,. All sediment controls shall be in place prior to any soil disturbing activity up t the control. Construction activities consist of the construction of one (1) Social Hall building totaling 2.b Stormwater Management 6,300 sq. ft. and 34,575 sq. ft. of pavement on 2.183 acres within St. Lucie County, Florida. Stormwater will be conveyed in storm sewer system, cross details, and swales to t l.b Sequence of Major Soil. Disturbing Activities retention/detention ponds. The following sequence of major activities shall be followed unless the contractor can propo an alternative that is equal or exceeds the erosion and sediment control practices described in this document, and is approved by the Engineer. The detailed sequence for the entire project can vary significantly from contractor to contractor. The contractor is responsible for providing a detailed sequence of construction for all construction activities. 1. Placement of all erosion control devices. 2. Clearing and grubbing, earthwork and excavation of ponds. 3. Storm sewer construction; all storm sewer shall be constructed in the upstream directi 4. Earthwork associated with roadway, curb, subgrade, base and pavement. 5. Final seed and mulch and or sodding of the unpaved project area as called for in plans l.c Area Estimates Total site area: 2.183 acres Total Area to be Disturbed: 2.183 acres l.d Runoff Data Runoff Coefficients: Before: 0.30 During: 0.30-0.81 After: 0.81 Soils Data: The soils are silty fine sand to clean sands. The small sand particle size wil make the potential for erosion high. Drainage Areas for Each Outfall: l.e Site Map The construction plans will substitute as site maps are described below. Locations of the required information Drainage Patterns: The drainage flow directions are shown on the Paving and Drainage Plan. Approximate Slopes: The slopes of the site can be seen on the Paving and Drainage plan and cross sections. Areas of Soil Disturbance: The areas to be disturbed are indicated on the plan. Any areas where permanent feature: are shown to be constructed above or below ground will be disturbed. Areas not to be disturbed: For the purpose of this plan, it is reasonable to say that all areas of the project will be disturbed during some phase of construction. Locations of Controls: The erosion control devices and locations are shown on the Paving and Drainage Plan. Areas to be stabilized: Temporary stabilization practices are also shown on the plans, if applicable. Areas of permanent stabilization are shown on the Paving and Drainage Plan. Surface Water: Surface water discharge is shown on the Paving and Drainage Plan. The surface water of the project will discharge to the south side of the property. l.f Receiving Waters The surface waters of the project discharge directly into the existing FDOT drainage system (U.S. Highway #1) on the east side of the property. 2.0 CONTROLS 2.a Erosion and Sediment Controls The following defines general quantities for the sequence of construction and the use of stabilization and structural practices. The contractor is also responsible for documenting this portion of the SWPPP. The construction of this project is expected to last six months. Install stabilized construction entrances at all common areas where construction vehicles will be entering and exiting the construction site. The driveways shall be constructed per FDOT Index #106. Install silt fences, Type III, around all ditch bottom inlets on the project, and the project perimeter. Filter cloth under the grates on catch basins may be used in lieu of a silt fence. Install staked turbidity barriers at the locations as indicated in the Paving and Drainage Plan (discharge points). 2.a.1 Stabilized Practices Temporary: Seed and mulch, and sod in accordance with Specification Section 104. Permanent: All stabilization practices shall be initiated as soon as practicable in portions of the site where construction activities have temporarily or permanently ceased, but in no case more than 7 days after the construction activity in that portion of the site has temporarily ceased. The contractor is also responsible for documenting this portion of the SWPPP. 2.c Other Controls 2.c.1 Waste Disposal The contractor is solely responsible for documenting this portion of `he SWPPP. 2.c.2 Off -Site Vehicle Tracking The contractor is responsible for documenting this portion of the SWPPP. 2.c.3 State and Local Regulations (Waste, Sanitary, and Septic) The contractor is solely r.L^ponsible form documenting this portion of the b'PPP 2.d State and Local Plans This project qualifies for a ''To Notice General Permit" from the South Florida �7i t Management District (SFVIl4D).. 3. MAINTENANCE ITEM MAINTEk^NCE POSED REPLACEMENT Silt Fence In accordance wit: specification 6 Mont Section 104. Ponds Remove sediment when it becomes 0.15m (6") deep. Synthetic Bales Remove sediment when i'- reaches 3 Mont 1/2 height of bales. The contractor shall maintain rain gauges on -site and record daily rainfall. The cont also responsible for documenting this portion of `he SWPPP in the Section 104 Erosion Plan. 4. INSPECTION QualiFied personnel shall inspect the following items of least once every seven calendi and within 24 hours of the end of a storm that is 0.50 Inches or greater. Where sites finally stabilized, inspections shall be conducted at least once every month. Points of discharge to waters in the United States. Points -)f discharge to municipal separate storm systems. Disturbed areas of the site that have not been finally s abilized. Areas used for storage of materials that are exposed to p.-ecipitation. Structural controls. Stormwater management systems. Locations where vehicles enter or exit the site. 5. NON—STORMWATER DISCHARGES of ter ", RVAL for is trol days Ive been The contractor is -equired to submit a dewatering plan to SFWMD for approval prior toll commencement of any construction activities that require dewatering. This plan shall include any stockpile areas and excavation areas. See SFWMD Rule 40 D-2 Coneumptive Use of Waters Rule 40 D-3 Regulation Wells Specifying Requirements for Dewatering and ERP application Section E, subsection D Construction Schedule and Techniques. The contractor is responsible for documenting this portion of the SWPPP. If contamina ed soil or groundwater is encountered, colitact the District Hazardous Materials CoorJinator. 6. RESPONSIBLE ENTITIES This SWPPP must clearly iden'-ify, for each measure identified within the SWP1D, the contractor(s) or subcontracto-(s) that will implement each measure. All cont_r.ctor(s) subcontractor(s) that will be responsible for the implementation and maintenan e of th( measures identified in the SWPi'P must sign the following certification: "I certify under penalty of law ti.at I understand, and shall comply with, the term: an( conditions of the State of Florido Generic Permit for Stormwater Discharge from Large Small Construction Activities and t;lis Stormwater Pollution Prevention Plan preparers there under." NAME AND TITLE COMPANY NAME, ADDRESS, AND PRONE NUMBER RESPONSIBLE ITEMS DATE rVMYI Sheathed EAW Stge/ Cable f9B00 Lbs. Breaking SIr9ry�M1 With GalvaNzed Connachors (77 Free Disconnect) Slotted PVC Connector. Pipe (Metal Collar Reinforced) Closed Cell Solid Plastic team Flotation (8" )ia. Equlv.) fir lbs. Per Fl. Buoyancy)\ r 77 IB Oz. Nylon Reinforced 0 Oz. Nylon Reinforced PVC Fabric (300 psi Test) VC Fabric 1300 psi StrePlafei'GaNunized Clnest) With Labial Grommets TYPE II 01 •5' Sid. Whole Panel For Depths 51 or Less). TYPE I a D,-5' Sid. (Additional Panel For Depls> 59. Curtain To Reach Bottom Up To OepMs Of l0 Feet. Two(2) Panels To Be Used For Depths Greater Then /0 Feel Unless Special Depth Curtains Specl(ta/ly Called For In The Plans Or As Determined By The Engineer. GENERAL NOTES NOTICEr COMPONENTS OF TYPES I AND II MAY BE SIMILAR OR IDENTICAL TO PROPRIETARY DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARY I. Floating turbidity barriers are to be paid for under the RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF contract unit price for Floating Turbidity Barrier, LF, THE USER, SUBSTITUTIONS FOR TYPES I AND II SHALL BE AS APPROVED BY THE ENGINEER. 2 unitStakePrimeroforl Shed Turbidity Barriers are to berr, LF under to contract FLOATING) TURBIDITY BARRIERS Proposed Toe Of Slope 1' Existing causewwaa t ~ Cauy \ Closed Cell So/Id Plastic Foam Flotation (6" Dla. Equlv.) it,-lbs. Per Ft. Buoyancy) 1Polypro Rope (600 Ib. Breaking Stranglhl j'Golvenlzed chain - (Options 2' x r Or Min. Did. Wood, Steel Lbs/Ft. Mtn.) 18 Oz. Nylon Reinforced PVC Fabric (300 psi Test) Shore Line ice' I vLl'.A $ STAKED TURBIDITY �g3 � Po s BARRIER gyplrpl Typiab Shore Line Limits 0( Consl. �.. Limits Of Const. Shore Line Current LEGEND m Pile Locations !..- Structure Alignment Turbidity Barriers ® Dredge Or Fill Area • • Ir NOTES L Turbidity bowlers are to be used In all permanent bodies of wale/ rumberean of water depth 2. Number end ofdependent on current to accommodate i of around of barrier around pile locations may vary to accommodate 3. construction cavigation y require A Navigation may require sepmea Se Howler poring fth conndard Si operations. 5. for additional Informaflon see 8ectlon I04 of the Standard Spaclflcallons, NOTE, Turbidity barriers for flowing streams and tidal creeks may beit ether floaflnd or steed types or any d wetter qua of types that will sue see conditions and The barrier types) will - meet the Contractors contra/ and water Unless be a/ the ill be Uncle option unless Have) stabli specified ip the plans, however of erWlre specified payment will ie under ths pay Turbi Turbidity Turbidity Barrier and/or Slaked Turbidity Bawler. Posts In staked turbidity Barrier. in Ise plans Poe Floating di WwlerY to De installed In vertical pasltlon unless otherwise directed b/ the Eng)neer. Mooring Buay w/Mchor Anchor Barrier Movement Due 0 To Current Action TURDIDa17Y BARRIER APPLICATIONS TURBIDITY BARRIERS F.D.O.T. INDEX NUMBER 103 SHEET FLOW 1 1 SINGLE ROW OF SYNTHETIC BALES TO BE PLACED PRIOR TO THE START OF ROUGH GRADING. PLAN VIEW WIRE TIE 2"x2" STAKES n n��— 1-1/2' TO 2' IN THE GROUND BALE TIES 4" SECURELY BOUND BALES ANCHORING BALES REQUIRED FOR DURABILITY — - ----- ANCHORING BALES DETAIL NO.SCALE 4 1k SILT FLOW TYPE III SILT FENCE NOTE: DO NOT DEPLOY IN ANY MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING WATERCOURSES. SILT FENCES ARE TO BE USED AT UPLAND LOCATIONS AND TURBITY BARRIERS USED AT PERMANENT BODIES OF WATER. EROSION & SEDIMENT CONTROL PER FDOT INDEX 102 NOT TO SCALE 6'MAX POST OPTIONS: WOOD 2 " MIN.DIA. WOOD 2"X4X4" OPTIONAL OAK 1 1/2"X1 1/2" POST STEEL 1.33 LBS/FT MIN. n POSITION; FILTER FABRIC (IN CONFORMANCE WITH ELEVATION SEC.985 FDOT SPEC.) NOTE: SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED FENCE(L.F.) TYPE III SILT FENCE �.' TYPE III SILT FENCE NOTE: SPACING FOR TYPE III FENCE TO BE IN ACCORDANCE WITH CHART 1,SHEET 1OF3AND DITCH INSTALLATIONS AT DRAINAGE STRUCTURES SHEET 2OF3. 20" TYPE III SILT FENCE PROTECTION AROUND DITCH BOTTOM INLET PRINCIPAL POST POSITION (CANTED 20" TOWARD FLOW) TER FABRIC 'SILT FLOW SECTION U KAWN RWF CHECKED JTF DATE 10-20-2011 SCALE AS NO'PED JOB NO. 081150 SHEET m 5 CAD DWG 081150SWPPP JOSEPH T. FRISCIA,. P.E. FL REG. NO. 31443