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HomeMy WebLinkAboutSite PlanL I LEGEND 00� D' o m MATCH EXISTING -% -■ - CHAIN LINK FENCE m 5- SIDEWALK g S ---� PROPERTY LINE a' rn o -- \N N Li " 8 MASONRY WALL EXISTING 9'X6' BOX CCULVERT MATCH EXISTING NORTH BUILDING SETBACK M \ a DOUBLE DUMPSTER DESIGN/PERMIT T w I CURB \ o ENCLOSURE WITH CMU BY OTHERS. FINISH TO N \ N c ° SCREEN WALL PER MATCH ARCHITECTURAL _ - - - - - - PAVING SETBACK o N E I 7-ELEVEN STANDARDS. SEE CAR WASH PER RIP -RAP REQ'D. SEE y ° CHARACTER OF BUILDING PROPOSED AIR ACUUM STATION SHEET C5.0 FOR m 9 PROPOSED PARKING COUNT _ ARCH PLANS FOR DETAILS 7-ELEVEN STANDARDS. /V J O N: 5441.02 w n T SEE ARCH PLANS FOR ON A 3'X6' CONC. PAD DETAILS (TYP.) E: 4665.09 ( : a A N: 5461:00 E DETAILS) (SEE FUEL PUMP DESIGNER y� e as5567 GRAPHIC SCALE IN FELT PLANS FOR DETAILS) [ N• 5439.27 :s U knyn 0 1D QQ 40 PROPOSED CONCRETE PAVEMENT z CJ � : 492.33 ( s*' 48 HEAVY DUTY ASPHALT TI-, a o SEE HEEC7.OFORDETAL I t4 o q N: 5419.26 h F STANDARD DUTY ASPHALT PAVEMENT U ° E: 4831.96 cn o -- PROPOSED STORMWATER AREA �'� •_ `�PROPOSED SITE DATA: ® SEE SHEET C7.0 FOR DETAIL S €N- I ry 10 BUILDING AND ANDSCAPE SETBAC SEE SHEET C5.0 FOR DETAILS a \:' CONNECTION TO w w w N• 5419.53 i \s • � R \\ '` , q \\ ; ;; FORCE MAIN. SEE SITE AREA: 195 ACRES ��x.! , SHEET C6.0 FOR ZONING: CN COMMERCIAL, NEIGHBORHOOD �a1 \o DETAILS. FUTURE LAND USE: COMMERCIAL ) o � o o Ld '.; _ PROPOSED USE: GAS STATION -.94/7 Hniip nPFRATnN } Y Y \ \ PUMP CENTER SEE MEP ® \\ A•r>,..;^ Q ad° Q ° m Q PUMP CENTER m v PLANS FOR d N: 5287.09, N: 5253.93 d �\���Q\�G,.• •a.., w I t I KEYNOTE LEGEND z m ° C*3 CONTINUATION ® !i E: 4824 77 , \\\E 4848 L s FUEL CANOPYz CUR �,. N ,< , } I _ a B TYPE "F" PER FOOT DWG. INDEX 520-001 a v HEIGHT: 17.5 Ft ' = C9 t� w, z 0 °CD \ OB CURB TYPE "D" PER FDOT DWG. INDEX 520-001 = VJ i�y yy _ zLn d a LLI / ... d 1:9.5 r i \a °'. \ \..= j C a w 6) o 8' MASONRY WALL { ,.f. m "n .:!'s : " 25 LHE c > Z DESIGN PERMIT I %u„ ° m C CONCRETE SIDEWALK CURB RAMP TYPE "CR-C" PER FDOT INDEX 522-002 W TH ADA D r o �n E / ®',, n,N. 5261.04 s: ETECTABLE WARNi� AT w ¢ z BY OTHERS. FINISH TO C N: 54. E: 4855.60, j �' ' no 52 09 d z:D CONCRETE SIDEWALK CURB RAMP TYPE "CR-G PER FOOT INDEX 522- U < MATCH ARCHITECTURAL OREd " 002 WITH ADA DETECTABLE WARNINW a A �• •o ° CHARACTER OF BUILDING hl4 SF \ .° CONCRETE WHEEL STOP (SEE SHEET C7.0 FOR DETAIL)T: 35 FT a,24.25 °' ° ° ' ° ° u Y cYi E € ?r 24" WIDE WHITE THERMOPLASTIC STOP BAR N: 5231.86 d a a U) q B Z c� U U PROPOSED pf ,, CROSSWALK STRIPING PER FDOT INDEX 711-001 SHEET 10 OF 14 ~ �'<'' a w wO On`�E: 4705.46 \ O M U mi BIKE RACK ; ° ; s Ea SEE SHEET C7.0 5231.55 U �° n°° ca a 6" WIDE WHITE PAINT STRIPING O w N c FOR DETAILS 4752.16 a . zl al Y [( N \ � m r ° ! r Lo ° o o I wz' lO HEAVY DUTY ASPHALT PAVEMENT SEE SHEET C7.0 FOR DETAIL) n p a r m ° yC PUMP CENTER.,', d ° a m Z 15'1 < / ( ¢ \ o m o �.�3 ~~ N• 5221.07 L _ �I z z E: 482434 • g j STANDARD DUTY CONCRETE PAVEMENT (SEE SHEET C7.0 FOR DETAIL) _ c0 v r ! 1' ���� 10 Y� O ¢ ¢ w I,! ` •- - g/. .•• • Q n I NI { �- O HEAVY DUTY CONCRETE PAVEMENT (SEE SHEET C7.0 FOR DETAIL) W s n P EXTEND CONC. co c o U a ,. Q 0 n PARKING 18" PAST s'- 8 U - n ° Ip d d ° • gip: L FUEL TANK PAD CONCRETE PAVEMENT SEE FUEL 3 r ° N END OF STRIPES I O ( L TANK VENDOR FOR DETAIL) E; d C d a M DIRECTIONAL ARROW AND MARKINGS PER FOOT - ° INDEX 711 001 IJ 168 N INTEGRAL CURB (SEE SHEET C7.0) n, b 4 o PUMP CENTER- N: 521087 O + 12' X 0' IT N: 5220.78 , CONCRETE SIDEWALK CURB R TYPE I I E: 4855 27 �, _ , ar%� °" OO CON CU AMP "CR-E" PER FDOT INDEX 522-002 LOAD NG j E 4848 34 ; - ° 77 $ ; <. ONE RE�I D \, r,� � \ „?, °,y.a ..�' \\�\� � ,+ ," ,;,, a � , � � � �� ,,a � � i © CONCRETE SIDEWALK CURB RAMP TYPE "CR-F" PER FOOT INDEX 522-002 U a 3 cTo i \ Rom-..!•, .' ' ,.,.`„: 8',. �;. , .; •. .,. 3Y`"�"' i�\ �.,,� }y� a ate' . : \\\ " r �, :✓,ay 3N? ,. ® STANDARD DUTY ASPHALT PAVEMENT (SEE SHEET C7.0) -10 O DO NOT ENTER SIGN (R5-1) it \ N SEE THICKENED EDGE DETAILS ON SHEET C7.0 uj En E 0 C9 B \ t r ° i : ' OT 5' CURBED FLUME ^ E I..L o o � �. Z I � 1, � 3." ss•K, ,:' \ "gig 3 \ € T 9 m L k r' h x »', s' r:. ; NOTES. 1. A REGISTERED LAND SURVEYOR SHALL REPLACE SURVEY MONUMENTS OR a o 014 ( \ I {t BENCHMARKS, WHICH HAVE TO BE DISTURBED BY THIS WORK, UPON o T RIP -RAP REQ'D. SEE I COMPLETION OF WORK. a , ( - ' SHEET C5.0 FOR o O 2. HANDICAP PARKING SPACES SHALL BE MARKED BY THE INTERNATIONAL cv s r , DETAILS (TYP.) I HANDICAP SYMBOL AND EACH SPACE SHALL BE PROVIDED WITH A SIGN o ° (1-121) STATING "PARKING BY DISABLED PERMIT ONLY". ALL HANDICAP ACCESS POINTS a. NJIS d01 „9ra -- I.. d B / tinzz; SHALL BE CONSTRUCTED IN ACCORDANCE WITH APPLICABLE HANDICAP CODES. ° g 0 PROPOSED STORMWATER AREA Q ° T F [ s 3. ALL CONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS AND STANDARDS CIOlS „- SEE SHEET C5.0 FOR DETAILS �p GF y OF ST. 1_UCIE COUNTY. N. 20' BUILDING SETBACK �� w E oz /�g,� g N: 5135.17= 4. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL BE ~ E 4920.7�212 RESPONSIBLE TO VERIFY ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN y ° 1 15' LANDSCAPE SETBACK ?`h .> n BTAINE 0 CON _ 0 D. N CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL BEGIN Q a < is PROPOSED �CO�°, ( ' UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANY OTHER ° '-= n�i - RELOCATE EXISTING 12' SIDEWALK 7-ELEVEN /J n DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY OTHER REGULATORY FOR NEW TURN LANE MONUMENT SIGN. 9« N: 5110.73 A / g AUTHORITIES. fj O o E 4662.96 } A SEE ARCH PLANS- ' ° - _ FOR DETAILS L- < � t! ,, 5. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS MATCH EXISTING °, g d �y % j y $ n ?" �, � H AND/OR EASEMENTS BEFORE BEGINNING CONSTRUCTION. __ ° n Yaba /'�.$ek §B VF A fir: ° d dig A- f ° � `i4,W y J L SIDEWALK e� o s & n N: 5110.22 v a 4 ALL PARKING LOT DIMENSIONS ARE TO THE FACE OF THE CURB AND/OR t se°s cc < d E 4895.39 w N ° O ° ° d CENTER OF STRIPING.00 MATCH EXISTING %{ ° 6 $ 7. ALL BUILDING DIMENSIONS ARE TO THE FACE OF THE BUILDING. a CURB _� ° 1 d ` ,_. : ' pm °n o-, . APPROXIMATE LOCATION OF 8. PARKING STALLS TO BE MARKED WITH WHITE PAINT. z N: 5081.21 a w E: 4652.88 a •,':.^ \ IN X L BOX CULVERT IN :;.` STALLED WITH FOOT 9. WHERE APPLICABLE DOUBLE YELLOW STRIPING, HANDICAP STOP BARS AND a r E 4742.90 \ ROW IMROVEMENTS w k,r,� -< FIRELANE STRIPING TO BE THERMOPLASTIC. w <�.. ` l k.. ` - G RMOPLAS C. J o ':. � - . \ �. +z .'�. �r \*" .Z "� , : + .� CULVERT UNDER ° caxc w x� JURISDICTION -0F FT. PIERCE 10. LIGHTING TO BE NON -GLARE AND AVOID SPILLAGE INTO ADJACENT PROPERTY. m�va as is _R MATCH EXISTINui G T °� c0� MATCH EXISTING 'vk FARMS WATER CONTROL v v a G cm gas€ S» EHO E SIDEWALK I DISTRICT 11. MAINTENANCE OF TRAFFIC (MOT) SET UP MUST BE SUPERVISED BY A CERTIFIED to 0 .... (.:... - zWL6 -. ASPHALT h �ATa1 2z c f f - ' a�G'Pxs .__... `ik2T Eii°dAi'ZE#d .R. o fi c tt I ' _ ATCH EXISTIN PERSON. A ° O c3 NEW RIGHT -TURN LANE PER CURB ,5l 12. AS -BUILT PLANS ARE REQUIRED BY CONTRACTOR AT TIME OF COMPLETION. z n i - OZ..__._ a€' ASPHALT �AsaT a O - - FOOT REQUIREMENTS 13. REMOVAL OF EXISTING CURB AND SIDEWALK TO THE NEAREST JOINT. O f � ON WHY* auusta a� rha amv*. SAWA (SEE FOOT ROADWAY PLANS �� �ti I- o / mtod iwj va+_ jo Tr�w FOR ADDITIONAL INFORMATION �< ` `-Icn U m Yauva 3s-- )ui PLANS INDEX 520-001.. ' Ld = 14. TYPE 'D' CURB SHALL BE PER FOOT STANDARD _.._ _ ................... - - ------ ----- ( c� ° CONCRETE SDEWALK CURB ........... - n -- - _------ - _...-- - - - - - ------ _ I I C) 15. ALL O ______ I SIGNAGE SHALL COMPLY WITH ST. LUCIE COUNTY ORDINANCES. $ s l_SL lq+', L ,o lti i o RAMP TYPE "CR-F" PER o FDOT INDEX 522-002 WITH UIiC)', CONSTRUCTION i w tt' Yu I 3"IN 16. SITE CONSTRUCTION SHALL BE PER ST. LUCIE C FILE J u.a.3an.lzn..utan AUNTY SPECIFICATIONS. `. cc ADA DETECTABLE WARNING m E MAT 17. FOR ALL SIDEWALKS THE MAXIMUM CROSS SLOPE IS 2.0% AND THE MAXIMUM LONGITUDINAL SLOPE IS 5.0% SHEET NUMBER 18. CURB RAMPS OUTSIDE OF PUBLIC RIGHT -OF- WAY SHALL COMPLY WITH THE /A� °: E FLORIDA BUILDING CODE SECTION 11-4.7 CURB RAMPS CT O