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HomeMy WebLinkAboutSite PlanPROPERTY DESCRIPTION SURVEY NOTES S I T E C 0 C O V E R S H E E T N O C O N S T R U C T I O N A N D / O R L A N D D I S T U R B A N C E , E X C E P T T H O S E N E C E S S A R Y T O I N S T A L L T H E B M P ' S , S H A L L B E G I N O N T H I S P R O J E C T U N T I L T H E B M P P L A N H A S B E E N I N S T A L L E D A N D A P P R O V E D B Y T H E C I T Y . N O T E : G R A D E , D R A I N , B A S E A N D P A V E W A T E R D I S T R I B U T I O N S E W A G E C O L L E C T I O N S Y S T E M J U N E 2 0 2 0 H S C F O R T P I E R C E , L L C H A Y M E S S N E D E K E R P O B O X 1 3 0 D A P H N E , A L 3 6 5 2 6 ( 2 5 1 ) 2 4 3 - 0 7 0 8 ( 2 5 1 ) 2 5 2 - 9 8 9 8 ( F A X ) O W N E R / D E V E L O P E R : W A S D E S I G N C H A D W A T K I N S 2 1 8 N . A L S T O N S T R E E T F O L E Y , A L 3 6 5 3 5 ( 2 5 1 ) 9 4 8 - 7 1 8 1 ( 2 5 1 ) 9 8 1 - 8 7 2 2 L A N D S C A P E A R C H I T E C T : J A D E C O N S U L T I N G , L L C T R E Y J I N R I G H T P O B O X 1 9 2 9 F A I R H O P E , A L 3 6 5 3 3 ( 2 5 1 ) 9 2 8 - 3 4 4 3 ( 2 5 1 ) 9 2 8 - 3 6 6 5 ( F A X ) E N G I N E E R : E D C - I N C . T O N Y C A N T O N 1 0 2 5 0 S W V i l l a g e P a r k w a y - S u i t e 2 0 1 P o r t S a i n t L u c i e , F l o r i d a 3 4 9 8 7 O : 7 7 2 . 4 6 2 . 2 4 5 5 | C : 0 0 0 . 0 0 0 . 0 0 0 0 T o n y C a n t o n @ E D C - I n c . c o m | w w w . E D C - I n c . c o m S U R V E Y O R : EXISTING UTILITIES DISCLAIMER:EXISTING UTILITIES INDICATED ON THESE PLANS ARE BASED ONAVAILABLE INFORMATION. CONTRACTOR IS REQUIRED TOVERIFY LOCATION, BURY DEPTH, SIZE AND MATERIAL TYPEPRIOR TO ANY UTILITY IMPROVEMENTS. THE ENGINEER SHALL BENOTIFIED IMMEDIATELY OF ANY DISCREPANCIES THAT AREFOUND. N o t t o S c a l e V I C I N I T Y M A P S H E E T D E S C R I P T I O N C 0 C 1 C 2 C 2 ( A ) C 3 C 4 C 5 C 6 C 7 C 8 C 9 - 1 2 C 1 3 C 1 4 C 1 5 C 1 6 C 1 7 C 1 8 C O V E R S H E E T E X I S T I N G C O N D I T I O N S - D E M O L I T I O N P L A N S I T E P L A N & G E O M E T R I C L A Y O U T W E T L A N D I M P A C T E X H I B I T G E O M E T R I C L A Y O U T A N D U T I L I T Y P L A N G R A D I N G A N D D R A I N A G E P L A N P O N D P R O F I L E S D I R E C T I O N A L B O R E P R O F I L E ( V I R G I N I A A V E ) D I R E C T I O N A L B O R E P R O F I L E ( 3 8 t h S T R E E T ) C I V I L C O N S T R U C T I O N N O T E S C I V I L C O N S T R U C T I O N D E T A I L S W A T E R C O N S T R U C T I O N D E T A I L S S E W E R C O N S T R U C T I O N D E T A I L S S E W E R L I F T S T A T I O N D E T A I L E R O S I O N C O N T R O L P L A N E R O S I O N C O N T R O L D E T A I L S T R A F F I C C O N T R O L D E T A I L S I N D E X T O C I V I L S I T E P L A N S H E E T S · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · F P U A S T A N D A R D S A N D D E T A I L S F O R T P I E R C E , F L H W Y 7 0 ( V I R G I N I A A V E ) S H E E T N O : P R O J E C T N O : D R A W N B Y : C H K ' D B Y : ISSUE DATE DESCRIPTION 1. 22615 Highway 59 NorthRobertsdale, Alabama 36567Office: 251.947.3864Fax: 251.947.3138 ADAMS STEWART A R C H I T E C T S, L L C Architecture, Planning Interiors, Construction Administration P.O. Box 529 NEW STORE CONSTRUCTION, 9100 A PROTOTYPE 2.11.20 REVIEW/PERMIT SUBMITTAL 1 6 4 6 . 2 0 Virginia Avenue & 38th Street Fort Pierce FL 34947 2.4.20.20 MULTI-COMMENT REV Jinright & Associates Development Engineers 208 Greeno Road North Fairhope, Alabama 36532 P.O. Box 1929 Fairhope, Alabama 36533 Phone: (251) 928-3443 Fax: (251) 928-3665 jadengineers.com FL. CA-27624 Z A M / P W M P C J / P W M 3.6.04.20 FPUA AND FDEP RESUBMIT 6 / 1 8 / 2 0 2 0 4.6.18.20 COUNTY RESUBMITTAL UTILITY INFORMATIONCONTRACTOR SHALL HAVE ALL EXISTING BURIED UTILITIES "LINE SPOTTED" BYCALLING "SUNSHINE 811" AND BY CONTACTING LOCAL UTILITY COMPANIESELECTRIC, WATER, SEWER, GAS:FORT PIERCE UTILITES AUTHORITYANA M. JOHNSON, BUSINESS DEVELOPMENT OFFICER206 S. 6TH STREET,FORT PIERCE, FL 34950(772) 466-1600 EXT. 3012ELECTRIC - SAL SCIMECA EXT. 6957WATER/SEWER - LYDIA SANTIAGO EXT. 3402GAS - BILLY DUPRE EXT. 4705CABLE:AT&TGREGORY VORCE(321) 388-9494 S I T E D A T A T A B L E S T A T E O F F L O R I D A C O U N T Y O F S T L U C I E O U T S I D E F O R T P I E R C E C I T Y L I M I T S Z O N I N G : C G - C O M M E R C I A L G E N E R A L L A N D U S E : C O M - C o m m e r c i a l Y A R D S E T B A C K S ( & L A N D S C A P E B U F F E R S ) : F R O N T : 2 5 ' ( 1 5 ' B U F F E R ) S I D E : 1 0 ' ( 1 0 ' B U F F E R ) R E A R : 2 0 ' ( 1 0 ' B U F F E R ) S I D E C O R N E R : 2 0 ' ( 1 5 ' B U F F E R ) P A R K I N G R E Q U I R E D : 4 . 4 9 S P A C E S / 1 0 0 0 S F G F A B a s e d u p o n t h e 4 t h e d i t i o n o f t h e I T E p a r k i n g G e n e r a t i o n M a n u a l 8 1 5 - " F r e e S t a n d i n g D i s c o u n t S t o r e " 9 1 0 0 S F / 1 0 0 0 * 4 . 4 9 = 4 0 . 9 S P A C E S P A R K I N G P R O V I D E D : 4 1 S P A C E S ( I N C . 2 H / C ) B I C Y C L E P A R K I N G : 6 S P A C E S M I N I M U M T O T A L S I T E A R E A : 1 . 8 7 A C ( A P P R O X . 8 1 , 6 4 5 S . F . ) A R E A B R E A K D O W N R O O F T O P : A P P R O X . 9 , 1 4 8 S . F . A S P H A L T : A P P R O X . 2 5 , 2 6 5 S . F . C O N C R E T E : A P P R O X . 6 , 5 3 4 S . F . P E R V I O U S S U R F A C E S : A P P R O X . 2 4 , 8 2 9 S . F . P O N D B O T T O M S : A P P R O X . 9 , 5 8 3 S . F . E X P E C T E D C O N S T R U C T I O N S C H E D U L E : B E G I N : 1 0 / 0 5 / 2 0 E N D : 0 4 / 0 2 / 2 1 THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY PAUL WYATT MARCINKO, PE. ON JUNE 18, 2020 ADJACENT TO THE SEAL USING A SHA AUTHENTICATION CODE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES PARCEL ID: 2420-221-0014-000-6OWNER 1:ECM GROUP INCSITE ADDRESS:S 38TH STSINGLE STORY PROFESSIONALPARCEL ID: 2420-221-0002-200-1OWNER 1:KHADIJEH RAMEZANI GRACESITE ADDRESS:3704 ARNOLD RDVACANT PARCEL ID: 2420-601-0027-000-6 OWNER 1:UNITY PROP DEVELOPMENT CORP SITE ADDRESS:3651 VIRGINIA AVE (SINGLE STORY PROFESSIONAL) PARCEL ID: 2420-601-0028-000-3 PROPERTY ID:27789 OWNER 1:SANTOS VENEGAS SITE ADDRESS:3608 ARNOLD RD SINGLE STORY RESIDENCE P A R C E L I D : 2 4 2 0 - 2 2 1 - 0 0 0 4 - 0 0 0 - 3 O W N E R 1 : S Y L V I A E P E N A L O Z A S I T E A D D R E S S : 3 7 0 0 A R N O L D R D S I N G L E S T O R Y R E S I D E N C E PARCEL ID:2420-221-0014-010-9OWNER 1:MICHAEL A LOMBARDISITE ADDRESS:S 38TH STVACANT OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE O H E O H E O H E O H E O H E O H E O H E O H E O H E U T U T U T U T U T U T U T U T UTUTUTUTUTUTUTUTS89° 57' 19"W 255.3 1 ' N2° 11' 29"W 294.12' S2° 11' 46"E 320.31' GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S BENCHMARKAERIAL TARGETEL.= 17.80' (NAVD 88)(GCP 1) BENCHMARK AERIAL TARGET EL.= 16.92' (NAVD 88) (GCP 1) BENCHMARKAERIAL TARGETEL.= 16.69' (NAVD 88)(GCP 3) FND 5/8" IR (NO ID) 0.19' S 1.30' W FND 5/8" IR (NO ID) 2.47' N 0.24' E FND 5/8" IR(NO ID)1.29' N1.26' E SET 5/8" IRC (LB8098) SET 5/8" IRC(LB8098) SET 5/8" IRC (LB8098) SET 5/8" IRC(LB8098) BENCHMARK AERIAL TARGET EL.= 15.93' (NAVD 88) (GCP 5) R E Q D . , R E M O V E V E G E T A T I O N R E Q D . , R E M O V E A P P R O X . 9 2 1 S F E X . S I D E W A L K P L U S C U R B & G U T T E R P R O V I D E S M O O T H E D G E F O R T I E - I N REQD., SAWCUT AND REPLACE APPROX. 20 LF EX . S I D E W A L K F O R S E W E R T A P CONTRACTOR TO AVOID IMPACT TO EXIST. POWER PO L E S A N D E X I S T . G U A R D R A I L S REQD., SAWCUT APPROX. 102 LF EX. ASPHALT TOPROVIDE SMOOTH SAWCUT EDGE ALONG EX. ROAD N89° 53' 42"E 22 9 . 3 7 ' REQD., CLEARING A N D G R U B I N G REQD., REMOVE EXISTING TREES REQD., REMOVE AND RESETEXISTING RIM ELEV. TO 13.15 REQD., REMOVE EXISTING TREES AND VEGETATION REQD., CONTRACTOR TO VERIFY LOC A T I O N O F E X I S T I N G G U Y WIRE AND COORDINATE WITH ENGIN E E R I M M E D I A T E L Y W I T H ANY CONFLICT WITH TH E P R O P O S E D S I D E W A L K N43° 50' 21"E 35.96'WLWLWLWLWLWLWLWLWLWL WL WL WL WL W L W L W L WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WLWLWETLAND IMPACT 10.43 Ac. (18,731 SF)SHWT = APPROX. 14.50'PARCEL ID: 2420-221-0002-000-9OWNER 1:STEVEN C. GAUDREAUSITE ADDRESS:TBD(VACANT) PARCEL ID: 2420-221-0001-000-2 OWNER 1:STEVEN C. GAUDREAU SITE ADDRESS:TBD (VACANT) 1 0 0 . 0 7 ' 154.55' W 37TH STREET (UNIMPROVED RIGHT-OF - W A Y ) SUBJECT PARCE L S APPROX. 1.80 A C REQD., REMOVE EXISTINGTREES AND VEGETATION R . O . W . L E G E N D W W W W S S S S G A S G A S F O F O T E L T E L T E L T E L T E L T E L T E L T E L T E L T E L T E L T E L B E N C H M A R K E X I S T I N G A X L E F O U N D C O N C R E T E M O N U M E N T F O U N D O P E N T O P I R O N P I P E F O U N D C A P P E D R O D F O U N D C A P P E D R O D S E T R I G H T - O F - W A Y C E N T E R L I N E C E N T E R L I N E P R O P E R T Y L I N E P R O P E R T Y L I N E ( A D J A C E N T ) E X I S T . E A S E M E N T L I N E E X I S T . O V E R H E A D U T I L I T Y A N D U T I L I T Y P O L E E X I S T . G U Y W I R E A N D U T I L I T Y P O L E G U Y E X I S T . W A T E R L I N E E X I S T . S A N I T A R Y S E W E R L I N E E X I S T . G A S L I N E E X I S T . U N D E R G R O U N D C A B L E L I N E E X I S T . F I B E R O P T I C C A B L E L I N E E X I S T . T E L E P H O N E L I N E E X I S T . F E N C E L I N E E X I S T . P I P E E X I S T . 1 F O O T C O N T O U R 1 5 9 1 6 0 E X I S T . 5 F O O T C O N T O U R E X I S T . G R A D E S P O T E L E V A T I O N E X I S T . P O W E R P O L E E X I S T . L I G H T P O L E E X I S T . E L E C T R I C A L B O X E X I S T . W A T E R M E T E R E X I S T . W A T E R V A L V E E X I S T . W A T E R W E L L E X I S T . F I R E H Y D R A N T E X I S T . S A N I T A R Y S E W E R M A N H O L E E X I S T . G A S V A L V E E X I S T . G A S L I N E M A R K E R E X I S T . F I B E R O P T I C C A B L E B O X E X I S T . F I B E R O P T I C C A B L E P O S T E X I S T . F I B E R O P T I C C A B L E M A N H O L E E X I S T . T E L E P H O N E B O X E X I S T . S T O R M S E W E R M A N H O L E E X I S T . A S P H A L T P A V I N G E X I S T . C O N C R E T E T O B E R E M O V E D T O B E R E M O V E D T O B E R E M O V E D T G W W V O H E O H E O H E O H E O H E O H E C 1 E X I S T I N G & D E M O P L A N ( I N F E E T ) 0 1 i n c h = f t . G R A P H I C S C A L E 3 0 3 0 3 0 S I T E S U R V E Y P R O V I D E D B Y : 8 w w w . e d c - i n c . c o m E N G I N E E R S S U R V E Y O R S E N V I R O N M E N T A L 1 0 2 5 0 V I L L A G E P A R K W A Y U N I T 2 0 1 P O R T S T . L U C I E , F L 3 4 9 8 7 ' 7 7 2 - 4 6 2 - 2 4 5 5 S H E E T N O : P R O J E C T N O : D R A W N B Y : C H K ' D B Y : ISSUE DATE DESCRIPTION 1. 22615 Highway 59 NorthRobertsdale, Alabama 36567Office: 251.947.3864Fax: 251.947.3138 ADAMS STEWART A R C H I T E C T S, L L C Architecture, Planning Interiors, Construction Administration P.O. Box 529 NEW STORE CONSTRUCTION, 9100 A PROTOTYPE 2.11.20 REVIEW/PERMIT SUBMITTAL 1 6 4 6 . 2 0 Virginia Avenue & 38th Street Fort Pierce FL 34947 2.4.20.20 MULTI-COMMENT REV Jinright & Associates Development Engineers 208 Greeno Road North Fairhope, Alabama 36532 P.O. Box 1929 Fairhope, Alabama 36533 Phone: (251) 928-3443 Fax: (251) 928-3665 jadengineers.com FL. CA-27624 Z A M / P W M P C J / P W M 3.6.04.20 FPUA AND FDEP RESUBMIT 6 / 1 8 / 2 0 2 0 4.6.18.20 COUNTY RESUBMITTAL U T I L I T Y I N F O R M A T I O N C O N T R A C T O R S H A L L H A V E A L L E X I S T I N G B U R I E D U T I L I T I E S " L I N E S P O T T E D " B Y C A L L I N G " S U N S H I N E 8 1 1 " A N D B Y C O N T A C T I N G L O C A L U T I L I T Y C O M P A N I E S E L E C T R I C , W A T E R , S E W E R , G A S : F O R T P I E R C E U T I L I T E S A U T H O R I T Y A N A M . J O H N S O N , B U S I N E S S D E V E L O P M E N T O F F I C E R 2 0 6 S . 6 T H S T R E E T , F O R T P I E R C E , F L 3 4 9 5 0 ( 7 7 2 ) 4 6 6 - 1 6 0 0 E X T . 3 0 1 2 E L E C T R I C - S A L S C I M E C A E X T . 6 9 5 7 W A T E R / S E W E R - L Y D I A S A N T I A G O E X T . 3 4 0 2 G A S - B I L L Y D U P R E E X T . 4 7 0 5 C A B L E : A T & T G R E G O R Y V O R C E ( 3 2 1 ) 3 8 8 - 9 4 9 4 E X I S T I N G U T I L I T I E S D I S C L A I M E R : E X I S T I N G U T I L I T I E S I N D I C A T E D O N T H E S E P L A N S A R E B A S E D O N A V A I L A B L E I N F O R M A T I O N . C O N T R A C T O R I S R E Q U I R E D T O V E R I F Y L O C A T I O N , B U R Y D E P T H , S I Z E A N D M A T E R I A L T Y P E P R I O R T O A N Y U T I L I T Y I M P R O V E M E N T S . T H E E N G I N E E R S H A L L B E N O T I F I E D I M M E D I A T E L Y O F A N Y D I S C R E P A N C I E S T H A T A R E F O U N D . P E R G E O T E C H N I C A L S U B S U R F A C E E X P L O R A T I O N , A D D E N D U M R E P O R T F R O M U N I V E R S A L E N G I N E E R I N G S C I E N C E S O N D E C . 3 1 , 2 0 1 9 . T H E S I L T Y F I N E S A N D S [ S C ] , C L A Y E Y F I N E S A N D S [ S C ] , A N D S A N D Y C L A Y S [ C H ] B E E X C A V A T E D A N D R E M O V E D F R O M T H E P R O P O S E D R E T E N T I O N B A S I N F O O T P R I N T S T O A D E P T H O F A T L E A S T 7 F E E T B E L O W B O T T O M O F P O N D L E V E L S A N D R E P L A C E D W I T H C L E A N F I N E S A N D S [ S P ] W I T H P E R M E A B I L I T Y R A T E S O F A T L E A S T K ≥ 1 0 I N C H E S / H O U R A T A D E N S I T Y O F A P P R O X I M A T E L Y 9 2 % O F T H E M O D I F I E D P R O C T O R T E S T . N O T E S SAFEPSPS24"CHECKOUT SCENARIO SC9 RIGHT NO BELTGDM10PEPSIVR10COKEGDM10PEPSICOSMETICSVALANCE5 DOOR4 DOOR 4 DOOR COLD DRINKS5 DOOR3 DOOR96' L x 20" W x 78" H (24 SEC.)GATORADE COOLERFROZEN SINGLE SERVE NESTLE 4' L x 20" W x 78" H (1 SEC.)FRONT END MONSTER G534 GAL.SOPARCEL ID: 2420-221-0002-200-1OWNER 1:KHADIJEH RAMEZANI GRACESITE ADDRESS:3704 ARNOLD RDVACANT PARCEL ID: 2420-601-0027-000-6 OWNER 1:UNITY PROP DEVELOPMENT CORP SITE ADDRESS:3651 VIRGINIA AVE (SINGLE STORY PROFESSIONAL) PARCEL ID: 2420-601-0028-000-3 PROPERTY ID:27789 OWNER 1:SANTOS VENEGAS SITE ADDRESS:3608 ARNOLD RD SINGLE STORY RESIDENCE P A R C E L I D : 2 4 2 0 - 2 2 1 - 0 0 0 4 - 0 0 0 - 3 O W N E R 1 : S Y L V I A E P E N A L O Z A S I T E A D D R E S S : 3 7 0 0 A R N O L D R D S I N G L E S T O R Y R E S I D E N C E U G E U G E U G E U G E UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E U T U T U T U T U T U T U T U T U T U T U T U T UTUTUTUTUTUTUTUTUTUTUTUTUTUTS89° 57' 19"W 255.31'N2° 11' 29"W 294.12' S2° 11' 46"E 320.31' U G E U G E U G E U G E U G E U G E U G E U G E ME T A L DU M P S T E R ME T A L DU M P S T E R 10 SPACES 4 SPACES 10 SPACES LOADING SPACE 9 SPACES 8 SPACE S WB-67 - Interstate Semi-TrailerFND 5/8" IR(NO ID)1.29' N1.26' E SET 5/8" IRC (LB8098) SET 5/8" IRC(LB8098) SET 5/8" IRC (LB8098) SET 5/8" IRC(LB8098)N89° 53' 42"E 229.37'PROPOSEDBUILDING9,100 SF N43° 50' 21"E 35.96'REQD., 90 LF 8' HIGH WOODEN PRIVACY FEN C E PARCEL ID: 2420-221-0002-000-9OWNER 1:STEVEN C. GAUDREAUSITE ADDRESS:TBD(VACANT) PARCEL ID: 2420-221-0001-000-2 OWNER 1:STEVEN C. GAUDREAU SITE ADDRESS:TBD (VACANT) FOUNDATION PLANTERS(SEE ARCH AND LANDSCAPE)REQD., 6" MONOLITHIC CURB AND SIDEWALKMAIN ENTRANCERECEIVING DOORS REQD., BIKE RACKREQD., 6" MONOLITHICCURB AND SIDEWALK REQD., 4" WHITE PAINTED STRIPE REQD., CURB & GUTTER FDOT TYPE F (INDEX 300) REQD., STOP SIGN AND STOP BAR (TYP.) REQD., 36" R1-1 STOP SIGN& STOP BAR (TYP.)REQD., 7' WIDE CONCRETE SIDEWALK(INDEX 522-001)REQD., STRIPED CROSSWALK("STANDARD MARKINGS" FDOT INDEX NO. 17346 SH. 9 OF 14)REQD., ADA SURFACE REQD., 2 EA. BOLLARDREQD., 12" WHITE PAINTED STRIPEREQD., 2 EA. H/C SIGN IN BOLLARDREQD., ADA SURFACE REQD., ADA SURFACE R E Q D . , 7 ' W I D E C O N C R E T E S I D E W A L K ( I N D E X 5 2 2 - 0 0 1 ) R E Q D . , 3 ' W I D E C O N C R E T E V A L L E Y G U T T E R ( S E E G R A D I N G P L A N S H E E T C 4 ) REQD., 5' WIDE CONCRETE SIDEWALK(INDEX 522-001) R E Q D . , 3 6 " R 1 - 1 S T O P S I G N ( T Y P . ) & F T P - 5 2 - 0 6 " R I G H T T U R N O N L Y " S I G N REQD., 5' WIDE CONCRETE SIDEWALK(INDEX 522-001) R E Q D . , A D A S U R F A C E REQD., 4" WHITE PAINTED STRIPE REQD., ADA SURFACE REQD., CURB & GUTTERFDOT TYPE F (INDEX 300)REQD., 4' WIDE FLUMEEA. W/ 9 SY CL II RIP-RAP PLUS FABRIC MONUMENT S I G N REQD., CONTRACTOR TO VERIF Y L O C A T I O N O F E X I S T I N G G U Y WIRE AND COORDINATE WITH E N G I N E E R I M M E D I A T E L Y W I T H ANY CONFLICT WI T H T H E P R O P O S E D S I D E W A L K R E Q D . , 2 4 " W I D E T H E R M O P L A S T I C S T O P B A R ( T Y P ) R E Q D . , 4 ' W I D E F L U M E W / 9 S Y C L I I R I P - R A P P L U S F A B R I C 1 0 0 . 0 7 ' 154.55'PROPOSED DRY DETENTION(SEE GRADING PLAN)PROPOSED DRY DETENTION(SEE GRADING PLAN) W 37TH STREET (UNIMPROVED RIGHT-O F - W A Y ) R . O . W . L E G E N D W W S S S S T E L T E L B E N C H M A R K C A P P E D R O D F O U N D C A P P E D R O D S E T R I G H T - O F - W A Y P R O P E R T Y L I N E P R O P E R T Y L I N E ( A D J A C E N T ) E X I S T . E A S E M E N T L I N E E X I S T . O V E R H E A D U T I L I T Y A N D U T I L I T Y P O L E E X I S T . G U Y W I R E A N D U T I L I T Y P O L E G U Y E X I S T . W A T E R L I N E E X I S T . S A N I T A R Y S E W E R L I N E E X I S T . T E L E P H O N E L I N E E X I S T . F E N C E L I N E E X I S T . P I P E P R O P O S E D S E T B A C K L I N E P R O P O S E D 6 " C O N C R E T E C U R B E X I S T . C O N C . P O W E R P O L E E X I S T . W A T E R M E T E R E X I S T . W A T E R V A L V E E X I S T . F I R E H Y D R A N T E X I S T . A S P H A L T P A V I N G E X I S T . C O N C R E T E P R O P O S E D L I G H T D U T Y A S P H A L T P R O P O S E D H E A V Y D U T Y A S P H A L T P R O P O S E D L I G H T D U T Y C O N C R E T E ( B R O O M F I N I S H ) P R O P O S E D H E A V Y D U T Y C O N C R E T E ( B R O O M F I N I S H ) W W V P R O P O S E D 2 4 " C O N C R E T E C U R B & G U T T E R C P P E X I S T . L I G H T P O L E C 2 S I T E P L A N ( I N F E E T ) 0 1 i n c h = f t . G R A P H I C S C A L E 2 0 2 0 2 0 P R O P O S E D J O I N T L A Y O U T P R O P O S E D C O N T R A C T I O N / S A W C U T J O I N T P R O P O S E D E X P A N S I O N J O I N T 1 . A L L N E W W O R K S H O W N I N T H E S E P L A N S S H A L L C O M P L Y W I T H A P P L I C A B L E S T A T E , F E D E R A L A N D L O C A L B U I L D I N G A N D U T I L I T Y I N S T A L L A T I O N C O D E S . 2 . N O W O R K S H A L L C O M M E N C E , I N C L U D I N G D E M O L I T I O N , U N T I L A L L A P P L I C A B L E E R O S I O N C O N T R O L M E A S U R E S H A V E B E E N I N S T A L L E D , I N S P E C T E D B Y T H E P R O J E C T E N G I N E E R , A N D A P P R O V E D . 3 . E R O S I O N C O N T R O L D E V I C E S A R E T O B E I N S T A L L E D P R I O R T O A N Y C L E A R I N G O R E A R T H W O R K O P E R A T I O N S A N D S H A L L B E M A I N T A I N E D T H R O U G H O U T C O N S T R U C T I O N A N D U N T I L P E R M A N E N T G R O U N D C O V E R I S E S T A B L I S H E D I N A L L D I S T U R B E D A R E A S . 4 . A L L T R A F F I C S T R I P I N G A N D M A R K I N G S H A L L B E T H E R M O P L A S T I C W I T H I N D O T R I G H T O F W A Y . 5 . A L L D I R E C T I O N A L , R E G U L A T O R Y S I G N A G E , A N D A L L P A V E M E N T M A R K I N G S S H A L L B E I N A C C O R D A N C E W I T H T H E " U S D O T M A N U A L O F U N I F O R M T R A F F I C C O N T R O L D E V I C E S . " S t e e r i n g A n g l e L o c k t o L o c k T i m e A r t i c u l a t i n g A n g l e W B - 6 7 T r a i l e r T r a c k T r a c t o r T r a c k T r a i l e r W i d t h T r a c t o r W i d t h 1 9 . 5 0 4 . 0 0 f e e t 8 . 5 0 8 . 5 0 : 8 . 0 0 8 . 0 0 : : : 0 . 0 0 3 . 0 0 4 5 . 5 0 1 5 . 0 0 5 3 . 0 0 : : : 6 . 0 2 8 . 4 7 5 . 0 S T R I P I N G N O T E S N O T E S T O C O N T R A C T O R : 1 . E V E R Y E F F O R T H A S B E E N M A D E T O E N S U R E T H A T T H E B U I L D I N G I N D I C A T E D I N T H E S E D R A W I N G S M A T C H E S T H E A R C H I T E C T S L A T E S T B U I L D I N G A N D F O U N D A T I O N P L A N .   I T S H A L L B E T H E C O N T R A C T O R S R E S P O N S I B I L I T Y T O C O N F I R M T H E A G R E E M E N T B E T W E E N T H E B U I L D I N G F O O T P R I N T S H O W N I N T H E S E P L A N S A N D T H E A R C H I T E C T S B U I L D I N G F O O T P R I N T A N D F O U N D A T I O N P L A N S .   T H E C O N T R A C T O R S H A L L N O T I F Y T H E E N G I N E E R I M M E D I A T E L Y I F A N Y D I S C R E P A N C I E S A R E F O U N D . 2 . T H E C O N T R A C T O R S H A L L P R O T E C T A N D M A I N T A I N A N Y E X I S T I N G S L O P E S A N D I N F R A S T R U C T U R E S O N T H E S I T E ( I . E . P O N D S , I N L E T S , E T C . ) . 3 . C O N T R A C T O R T O V I D E O A L L E X I S T I N G S E W E R A N D D R A I N L I N E S T O E N S U R E T H E Y A R E C L E A R A N D I N P R O P E R W O R K I N G O R D E R . P R O V I D E V I D E O T O T H E O W N E R . 4 . A F T E R T H E S T O R M D R A I N S Y S T E M I S C O M P L E T E D T H E C O N T R A C T O R S H A L L V I D E O T H E S Y S T E M A N D S U B M I T V I D E O T O T H E O W N E R F O R R E V I E W . 5 . T H E C O N T R A C T O R S H A L L M A I N T A I N A C C E S S T O T H E S I T E F O R T H E D U R A T I O N O F T H E P R O J E C T . 6 . A L L E A R T H W O R K S H A L L B E P E R F O R M E D I N S T R I C T C O M P L I A N C E W I T H G E O T E C H N I C A L R E C O M M E N D A T I O N S . 7 . A L L C O N D U I T L O C A T I O N S F O R P O W E R , T E L E P H O N E , A N D C A B L E S H A L L B E C O O R D I N A T E D W I T H A R C H I T E C T U R A L P L A N S A N D L O C A L U T I L I T Y P R O V I D E R S . P O S T E D S P E E D L I M I T L I M I T 4 5 S P E E D S I T E D A T A T A B L E S T A T E O F F L O R I D A C O U N T Y O F S T L U C I E O U T S I D E F O R T P I E R C E C I T Y L I M I T S Z O N I N G : C G - C O M M E R C I A L G E N E R A L L A N D U S E : C O M - C o m m e r c i a l Y A R D S E T B A C K S ( & L A N D S C A P E B U F F E R S ) : F R O N T : 2 5 ' ( 1 5 ' B U F F E R ) S I D E : 1 0 ' ( 1 0 ' B U F F E R ) R E A R : 2 0 ' ( 1 0 ' B U F F E R ) S I D E C O R N E R : 2 0 ' ( 1 5 ' B U F F E R ) P A R K I N G R E Q U I R E D : 4 . 4 9 S P A C E S / 1 0 0 0 S F G F A B a s e d u p o n t h e 4 t h e d i t i o n o f t h e I T E p a r k i n g G e n e r a t i o n M a n u a l 8 1 5 - " F r e e S t a n d i n g D i s c o u n t S t o r e " 9 1 0 0 S F / 1 0 0 0 * 4 . 4 9 = 4 0 . 9 S P A C E S P A R K I N G P R O V I D E D : 4 1 S P A C E S ( I N C . 2 H / C ) B I C Y C L E P A R K I N G : 6 S P A C E S M I N I M U M T O T A L S I T E A R E A : 1 . 8 7 A C ( A P P R O X . 8 1 , 6 4 5 S . F . ) A R E A B R E A K D O W N R O O F T O P : A P P R O X . 9 , 1 4 8 S . F . A S P H A L T : A P P R O X . 2 5 , 2 6 5 S . F . C O N C R E T E : A P P R O X . 6 , 5 3 4 S . F . P E R V I O U S S U R F A C E S : A P P R O X . 2 4 , 8 2 9 S . F . P O N D B O T T O M S : A P P R O X . 9 , 5 8 3 S . F . E X P E C T E D C O N S T R U C T I O N S C H E D U L E : B E G I N : 1 0 / 0 5 / 2 0 E N D : 0 4 / 0 2 / 2 1 N O T E S S H E E T N O : P R O J E C T N O : D R A W N B Y : C H K ' D B Y : ISSUE DATE DESCRIPTION 1. 22615 Highway 59 NorthRobertsdale, Alabama 36567Office: 251.947.3864Fax: 251.947.3138 ADAMS STEWART A R C H I T E C T S, L L C Architecture, Planning Interiors, Construction Administration P.O. Box 529 NEW STORE CONSTRUCTION, 9100 A PROTOTYPE 2.11.20 REVIEW/PERMIT SUBMITTAL 1 6 4 6 . 2 0 Virginia Avenue & 38th Street Fort Pierce FL 34947 2.4.20.20 MULTI-COMMENT REV Jinright & Associates Development Engineers 208 Greeno Road North Fairhope, Alabama 36532 P.O. Box 1929 Fairhope, Alabama 36533 Phone: (251) 928-3443 Fax: (251) 928-3665 jadengineers.com FL. CA-27624 Z A M / P W M P C J / P W M 3.6.04.20 FPUA AND FDEP RESUBMIT 6 / 1 8 / 2 0 2 0 4.6.18.20 COUNTY RESUBMITTAL SAFEPSPS24"CHECKOUT SCENARIO SC9 RIGHT NO BELTGDM10PEPSIVR10COKEGDM10PEPSICOSMETICSVALANCE5 DOOR4 DOOR 4 DOOR COLD DRINKS5 DOOR3 DOOR96' L x 20" W x 78" H (24 SEC.)GATORADE COOLERFROZEN SINGLE SERVE NESTLE 4' L x 20" W x 78" H (1 SEC.)FRONT END MONSTER G534 GAL.SO U G E U G E U G E U G E UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E U T U T U T U T U T U T U T U T U T U T U T U T UTUTUTUTUTUTUTUTUTUTUTUTUTUTS89° 57' 19"W 255.31'N2° 11' 29"W 294.12' S2° 11' 46"E 320.31' U G E U G E U G E U G E U G E U G E U G E U G E ME T A L DU M P S T E R ME T A L DU M P S T E R F.F.E. 19.00FND 5/8" IR(NO ID)1.29' N1.26' E SET 5/8" IRC (LB8098) SET 5/8" IRC(LB8098) SET 5/8" IRC (LB8098) SET 5/8" IRC(LB8098)N89° 53' 42"E 229.37'PROPOSEDBUILDING9,100 SF N43° 50' 21"E 35.96'WLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWL W L W L W L WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WLWLWLWETLAND IMPACT 10.43 Ac. (18,731 SF)SHWT = APPROX. 14.50'PARCEL ID: 2420-221-0002-000-9OWNER 1:STEVEN C. GAUDREAUSITE ADDRESS:TBD(VACANT) PARCEL ID: 2420-221-0001-000-2 OWNER 1:STEVEN C. GAUDREAU SITE ADDRESS:TBD (VACANT) 1 0 0 . 0 7 ' 154.55' R . O . W . L E G E N D W W S S S S T E L T E L B E N C H M A R K C A P P E D R O D F O U N D C A P P E D R O D S E T R I G H T - O F - W A Y P R O P E R T Y L I N E P R O P E R T Y L I N E ( A D J A C E N T ) E X I S T . E A S E M E N T L I N E E X I S T . O V E R H E A D U T I L I T Y A N D U T I L I T Y P O L E E X I S T . G U Y W I R E A N D U T I L I T Y P O L E G U Y E X I S T . W A T E R L I N E E X I S T . S A N I T A R Y S E W E R L I N E E X I S T . T E L E P H O N E L I N E E X I S T . F E N C E L I N E E X I S T . P I P E P R O P O S E D S E T B A C K L I N E P R O P O S E D 6 " C O N C R E T E C U R B E X I S T . C O N C . P O W E R P O L E E X I S T . W A T E R M E T E R E X I S T . W A T E R V A L V E E X I S T . F I R E H Y D R A N T E X I S T . A S P H A L T P A V I N G E X I S T . C O N C R E T E P R O P O S E D L I G H T D U T Y A S P H A L T P R O P O S E D H E A V Y D U T Y A S P H A L T P R O P O S E D L I G H T D U T Y C O N C R E T E ( B R O O M F I N I S H ) P R O P O S E D H E A V Y D U T Y C O N C R E T E ( B R O O M F I N I S H ) W W V P R O P O S E D 2 4 " C O N C R E T E C U R B & G U T T E R C P P E X I S T . L I G H T P O L E C 2 ( A ) W E T L A N D E X H I B I T ( I N F E E T ) 0 1 i n c h = f t . G R A P H I C S C A L E 3 0 3 0 3 0 S H E E T N O : P R O J E C T N O : D R A W N B Y : C H K ' D B Y : ISSUE DATE DESCRIPTION 1. 22615 Highway 59 NorthRobertsdale, Alabama 36567Office: 251.947.3864Fax: 251.947.3138 ADAMS STEWART A R C H I T E C T S, L L C Architecture, Planning Interiors, Construction Administration P.O. Box 529 NEW STORE CONSTRUCTION, 9100 A PROTOTYPE 2.11.20 REVIEW/PERMIT SUBMITTAL 1 6 4 6 . 2 0 Virginia Avenue & 38th Street Fort Pierce FL 34947 2.4.20.20 MULTI-COMMENT REV Jinright & Associates Development Engineers 208 Greeno Road North Fairhope, Alabama 36532 P.O. Box 1929 Fairhope, Alabama 36533 Phone: (251) 928-3443 Fax: (251) 928-3665 jadengineers.com FL. CA-27624 Z A M / P W M P C J / P W M 3.6.04.20 FPUA AND FDEP RESUBMIT 6 / 1 8 / 2 0 2 0 4.6.18.20 COUNTY RESUBMITTAL SAFEPS PS 24"CHECKOUT SCENARIO SC9 RIGHT NO BELTGDM10PEPSIVR10COKEGDM10PEPSI COSMETICS VALANCE 5 DOOR4 DOOR 4 DOOR COLD DRINKS5 DOOR3 DOOR 96' L x 20" W x 78" H (24 SEC.) GATORADE COOLERFROZEN SINGLE SERVE NESTLE 4' L x 2 0 " W x 7 8 " H ( 1 S E C . ) FR O N T E N D MO N S T E R G 5 34 GAL.SO U G E U G E U G E UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE O H E O H E O H E O H E O H E O H E O H E O H E O H E U T U T U T U T U T U T U T U T UTUTUTUTUTUTUTUTS89° 57' 19"W 255.3 1 ' N2° 11' 29"W 294.12' S2° 11' 46"E 320.31' U G E U G E U G E U G E U G E U G E ME T A L DU M P S T E R ME T A L DU M P S T E R 10 SPACES 4 SPACES 10 SPACES LOADING SPACE 9 SPACES 8 SPACE S F.F.E. 19.00 GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S BENCHMARKAERIAL TARGETEL.= 17.80' (NAVD 88)(GCP 1) BENCHMARK AERIAL TARGET EL.= 16.92' (NAVD 88) (GCP 1) BENCHMARKAERIAL TARGETEL.= 16.69' (NAVD 88)(GCP 3) FND 5/8" IR (NO ID) 0.19' S 1.30' W FND 5/8" IR (NO ID) 2.47' N 0.24' E FND 5/8" IR(NO ID)1.29' N1.26' E SET 5/8" IRC (LB8098) SET 5/8" IRC(LB8098) SET 5/8" IRC (LB8098) SET 5/8" IRC(LB8098) BENCHMARK AERIAL TARGET EL.= 15.93' (NAVD 88) (GCP 5) N89° 53' 42"E 22 9 . 3 7 ' PROPOSEDBUILDING9,100 SFREQD., APPROX. 124 LF 4" SCH 40 PVC@ 1.00% MAX REQD., CLEANOUTINV = 17.00REQD., TEE WYEW/ CLEANOUTINV = 15.77 REQD., 4X4 TEE WYE REQD., 4"X4" TEE WYEREQD., APPRO X . 8 5 L F 4 " S C H 4 0 P V C @ 1 . 0 0 % M I N R E Q D . , A P P R O X . 3 8 6 L F 2 " S D R 1 1 H D P E REQD., 2"X6" SS DBL STRAP SERVICE SADDLE(PER STD DETAIL W-2) R E Q D . , D U P L E X G R I N D E R P U M P S T A T I O N R I M = 1 8 . 5 0 I N V = 1 4 . 9 2 APPROX. 30 LF 2" HDPE SDR 9INSTALLED VIA DIRECTIONAL DRILLAT 36" MINIMUM DEPTH(SEE DETAIL SHEET C14)APPRO X . 1 2 0 L F 2 " H D P E D I R E C T I O N A L D R I L L ( S E E D E T A I L S H E E T C 1 4 ) REQD., 2" X 1 0 " S S D B L S T R A P S E R V I C E S A D D L E A N D V A L V E R E Q D . , G R I N D E R S T A T I O N C O N N E C T I O N ( S - 1 6 ) ( S E E D E T A I L S H E E T C 1 4 ) N43° 50' 21"E 35.96' R E Q D . , A P P R O X . 3 1 5 L F U N D E R G R O U N D E L E C T R I C A L C O N D U I T ( C O O R D I N A T E W I T H L O C A L U T I L I T Y A N D M E P P L A N S F O R D E T A I L S ) R O U T I N G O N L Y S H O W N O N C I V I L P L A N S F O R R E F E R E N C E A N D E A S E M E N T P L A C E M E N T R E Q D . , P A D M O U N T T R A N S F O R M E R W I T H I N E A S E M E N T ( C O O R D I N A T E W I T H L O C A L U T I L I T Y A N D M E P P L A N S F O R D E T A I L S ) L O C A T I O N O N L Y S H O W N O N C I V I L P L A N S F O R R E F E R E N C E A N D E A S E M E N T P L A C E M E N T R E Q D . , R E P L A C E A N Y S I D E W A L K R E M O V E D F O R S E W E R I N S T A L L W O R K SUBJECT PARCE L S APPROX. 1.80 A C R E Q D . , M I N I M U M 1 2 " S E P A R A T I O N F R O M W A T E R L I N E ( S E E P R O F I L E S H E E T C 6 ) REQD., APPROX. 190 LF 1" HDPE WATER SERVICE REQD., 3/4" POTABLE WATER METER (W-8)(COORDINATE WITH LOCAL UTILITY)REQD., 3/4" IRRIGATION METER (W-4A)(SEE DETAIL SHEET C13) R . O . W . L E G E N D W W S S S S T E L T E L B E N C H M A R K C A P P E D R O D F O U N D C A P P E D R O D S E T R I G H T - O F - W A Y P R O P E R T Y L I N E P R O P E R T Y L I N E ( A D J A C E N T ) E X I S T . E A S E M E N T L I N E E X I S T . O V E R H E A D U T I L I T Y A N D U T I L I T Y P O L E E X I S T . G U Y W I R E A N D U T I L I T Y P O L E G U Y E X I S T . W A T E R L I N E E X I S T . S A N I T A R Y S E W E R L I N E E X I S T . T E L E P H O N E L I N E E X I S T . F E N C E L I N E E X I S T . P I P E P R O P O S E D S E T B A C K L I N E P R O P O S E D 6 " C O N C R E T E C U R B E X I S T . C O N C . P O W E R P O L E E X I S T . W A T E R M E T E R E X I S T . W A T E R V A L V E E X I S T . F I R E H Y D R A N T E X I S T . A S P H A L T P A V I N G E X I S T . C O N C R E T E P R O P O S E D L I G H T D U T Y A S P H A L T P R O P O S E D H E A V Y D U T Y A S P H A L T P R O P O S E D L I G H T D U T Y C O N C R E T E ( B R O O M F I N I S H ) P R O P O S E D H E A V Y D U T Y C O N C R E T E ( B R O O M F I N I S H ) W W V P R O P O S E D 2 4 " C O N C R E T E C U R B & G U T T E R C P P E X I S T . L I G H T P O L E C 3 G E O & U T I L I T Y P L A N ( I N F E E T ) 0 1 i n c h = f t . G R A P H I C S C A L E 3 0 3 0 3 0 E X I S T I N G U T I L I T I E S D I S C L A I M E R : E X I S T I N G U T I L I T I E S I N D I C A T E D O N T H E S E P L A N S A R E B A S E D O N A V A I L A B L E I N F O R M A T I O N . C O N T R A C T O R I S R E Q U I R E D T O V E R I F Y L O C A T I O N , B U R Y D E P T H , S I Z E A N D M A T E R I A L T Y P E P R I O R T O A N Y U T I L I T Y I M P R O V E M E N T S . T H E E N G I N E E R S H A L L B E N O T I F I E D I M M E D I A T E L Y O F A N Y D I S C R E P A N C I E S T H A T A R E F O U N D . U T I L I T Y N O T E : C O N T R A C T O R T O S T U B O U T U T I L I T I E S T O W I T H I N 5 ' O F B U I L D I N G . C O O R D I N A T E W I T H P L U M B I N G P L A N S F O R C O N N E C T I O N N O T E S T O C O N T R A C T O R 1 . E V E R Y E F F O R T H A S B E E N M A D E T O E N S U R E T H A T T H E B U I L D I N G I N D I C A T E D I N T H E S E D R A W I N G S M A T C H E S T H E A R C H I T E C T S L A T E S T B U I L D I N G A N D F O U N D A T I O N P L A N .   I T S H A L L B E T H E C O N T R A C T O R S R E S P O N S I B I L I T Y T O C O N F I R M T H E A G R E E M E N T B E T W E E N T H E B U I L D I N G F O O T P R I N T S H O W N I N T H E S E P L A N S A N D T H E A R C H I T E C T S B U I L D I N G F O O T P R I N T A N D F O U N D A T I O N P L A N S .   T H E C O N T R A C T O R S H A L L N O T I F Y T H E E N G I N E E R I M M E D I A T E L Y I F A N Y D I S C R E P A N C I E S A R E F O U N D . 2 . T H E C O N T R A C T O R S H A L L P R O T E C T A N D M A I N T A I N A N Y E X I S T I N G S L O P E S A N D I N F R A S T R U C T U R E S O N T H E S I T E ( I . E . P O N D S , I N L E T S , E T C . ) . 3 . C O N T R A C T O R T O V I D E O A L L E X I S T I N G S E W E R A N D D R A I N L I N E S T O E N S U R E T H E Y A R E C L E A R A N D I N P R O P E R W O R K I N G O R D E R . P R O V I D E V I D E O T O T H E O W N E R . 4 . A F T E R T H E S T O R M D R A I N S Y S T E M I S C O M P L E T E D T H E C O N T R A C T O R S H A L L V I D E O T H E S Y S T E M A N D S U B M I T V I D E O T O T H E O W N E R F O R R E V I E W . 5 . T H E C O N T R A C T O R S H A L L M A I N T A I N A C C E S S T O T H E S I T E F O R T H E D U R A T I O N O F T H E P R O J E C T . 6 . A L L E A R T H W O R K S H A L L B E P E R F O R M E D I N S T R I C T C O M P L I A N C E W I T H G E O T E C H N I C A L R E C O M M E N D A T I O N S . 7 . A L L C O N D U I T L O C A T I O N S F O R P O W E R , T E L E P H O N E , A N D C A B L E S H A L L B E C O O R D I N A T E D W I T H A R C H I T E C T U R A L P L A N S A N D L O C A L U T I L I T Y P R O V I D E R S . S H E E T N O : P R O J E C T N O : D R A W N B Y : C H K ' D B Y : ISSUE DATE DESCRIPTION 1. 22615 Highway 59 NorthRobertsdale, Alabama 36567Office: 251.947.3864Fax: 251.947.3138 ADAMS STEWART A R C H I T E C T S, L L C Architecture, Planning Interiors, Construction Administration P.O. Box 529 NEW STORE CONSTRUCTION, 9100 A PROTOTYPE 2.11.20 REVIEW/PERMIT SUBMITTAL 1 6 4 6 . 2 0 Virginia Avenue & 38th Street Fort Pierce FL 34947 2.4.20.20 MULTI-COMMENT REV Jinright & Associates Development Engineers 208 Greeno Road North Fairhope, Alabama 36532 P.O. Box 1929 Fairhope, Alabama 36533 Phone: (251) 928-3443 Fax: (251) 928-3665 jadengineers.com FL. CA-27624 Z A M / P W M P C J / P W M 3.6.04.20 FPUA AND FDEP RESUBMIT 6 / 1 8 / 2 0 2 0 4.6.18.20 COUNTY RESUBMITTAL U T I L I T Y I N F O R M A T I O N C O N T R A C T O R S H A L L H A V E A L L E X I S T I N G B U R I E D U T I L I T I E S " L I N E S P O T T E D " B Y C A L L I N G " S U N S H I N E 8 1 1 " A N D B Y C O N T A C T I N G L O C A L U T I L I T Y C O M P A N I E S E L E C T R I C , W A T E R , S E W E R , G A S : F O R T P I E R C E U T I L I T E S A U T H O R I T Y A N A M . J O H N S O N , B U S I N E S S D E V E L O P M E N T O F F I C E R 2 0 6 S . 6 T H S T R E E T , F O R T P I E R C E , F L 3 4 9 5 0 ( 7 7 2 ) 4 6 6 - 1 6 0 0 E X T . 3 0 1 2 E L E C T R I C - S A L S C I M E C A E X T . 6 9 5 7 W A T E R / S E W E R - L Y D I A S A N T I A G O E X T . 3 4 0 2 G A S - B I L L Y D U P R E E X T . 4 7 0 5 C A B L E : A T & T G R E G O R Y V O R C E ( 3 2 1 ) 3 8 8 - 9 4 9 4 S I T E S U R V E Y P R O V I D E D B Y : 8 w w w . e d c - i n c . c o m E N G I N E E R S S U R V E Y O R S E N V I R O N M E N T A L 1 0 2 5 0 V I L L A G E P A R K W A Y U N I T 2 0 1 P O R T S T . L U C I E , F L 3 4 9 8 7 ' 7 7 2 - 4 6 2 - 2 4 5 5 SA F E PS PS 24 " CH E C K O U T S C E N A R I O S C 9 R I G H T N O B E L T GD M 1 0 PE P S I VR 1 0 CO K E GD M 1 0 PE P S I COSMETICS VALANCE 5 DOOR4 DOOR 4 DOOR COLD DRINKS5 DOOR3 DOOR 96' L x 20" W x 78" H (24 SEC.) GATORADE COOLERFROZEN SINGLE SERVE NESTLE 4' L x 2 0 " W x 7 8 " H ( 1 S E C . ) FR O N T E N D MO N S T E R G 5 34 GAL.SO OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEO H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E U T U T U T U T U T U T U T U T U T U T U T U T U T U T U T UTUTUTUTUTUTUTUTUTUTUTS8 9 ° 5 7 ' 1 9 " W 2 5 5 . 3 1 ' N2° 11' 29"W 294.12' S2° 11' 46"E 320.31' ME T A L DU M P S T E R ME T A L DU M P S T E R F.F.E . 1 9 . 0 0 18.85 T.O.C. 18.35 18.65 T.O.C. 18.15 18.65 T.O.C. 18.15 18.85 T.O.C. 18.35 18.85 18.90 T. O . C . 18.40 1 8 . 5 0 T . O . C . 1 8 . 0 0 1 9 . 0 0 1 8 . 8 5 T . O . C . 1 8 . 3 5 1 8 . 5 0 T . O . C . 1 8 . 0 0 1 8 . 5 0 T . O . C . 1 8 . 0 0 18.50 T.O.C.18.00 18.45 T.O.C.17.95 17.80 T.O.C.17.30 17.60 T.O.C.17.10 1 7 . 7 5 T . O . C . 1 7 . 2 5 17.95 T.O.C.17.4517.7518.90 1 8 . 8 0 1 8 . 9 0 19.00 18.30 18.75 T.O.C.18.25 18.75 T . O . C . 1 8 . 2 5 18.60 1 7 . 9 5 T . O . C . 1 7 . 4 5 1 8 . 2 0 T . O . C . 1 7 . 7 0 1 8 . 0 0 T . O . C . 1 7 . 5 0 18.00 1 8 . 6 5 T . O . C . 1 8 . 1 5 1 8 . 5 0 T . O . C . 1 8 . 0 0 1 8 . 4 5 T . O . C . 1 7 . 9 5 1 8 . 0 0 T . O . C . 1 7 . 5 0 1 7 . 5 0 T . O . C . 1 7 . 0 0 18.00 T.O.C.17.50 1 8 . 0 5 T . O . C . 1 7 . 5 5 1 8 . 5 0 18.50 18.50 1 8 . 6 0 1 8 . 3 5 1 8 . 3 5 1 8 . 3 5 REQD., 89LF 18"X11" RCAP @ 0.25%REQD., 6 3 L F 1 8 " X 1 1 " R C A P @ 0 . 0 0 % R E Q D . , 1 5 L F 1 2 " H D P E @ 0 . 2 5 % R E Q D . , 2 8 L F 1 2 " H D P E @ 0 . 2 5 % REQD., 92LF 18"X11" RCAP @ 0.25%REQD., 4:1 18" END TREATMENTINV. 15.00 REQD., 4:1 18" END TREATMENTINV. 15.22 R E Q D . , 3 : 1 1 2 " E N D T R E A T M E N T I N V . 1 6 . 0 0 REQD., 4:1 18" E N D T R E A T M E N T I N V . 1 5 . 0 0 R E Q D . , 3 : 1 1 2 " E N D T R E A T M E N T I N V . 1 2 . 0 0 R E Q D . , 3 : 1 1 8 " E N D T R E A T M E N T I N V . 1 5 . 0 0 REQD., 3:1 18"X11" END TREATMENTINV. 13.46REQD., 3:1 18"X11" END TREATMENTINV. 13.69 1414 161718181716 16 1 7 18181716 18 17 16 1 6 1 7 1 8 17 16 16 17 18 18 1 8 1 8 1 7 17 1617 1 8 17 1 6 17181716161718181716 17151414151515 1617 15 1515 1 6 1 8 18 18 1 8 1 8 18 161715.7015.65 16.00 T.O.C.15.5016.45 T.O.C.15.9515.90 15.45 1 8 . 3 5 T . O . C . 1 7 . 8 5 1 8 . 0 0 T . O . C . 1 7 . 5 0 1 6 . 2 0 T . O . C . 1 5 . 7 0 1 5 . 6 5 1 5 . 6 0 1 5 . 9 0 T . O . C . 1 5 . 4 0 15.35 1 7 R E Q D . , 6 " N Y L O P L A S T D R O P I N G R A T E R I M E L E V . 1 8 . 3 5 M O D E L : 0 6 0 1 D I W / 6 " x 8 " T E E W Y E ( S E E D E T A I L S H E E T C 9 ) I N V = 1 6 . 7 8 REQD., CONNECT 6" CORRUGATED HDPEROOF DRAIN DOWNSPOUT (6 EACH)(SEE DETAIL SHEET C11)REQD., 6 EA. 6" HDPE INV. 15.50W/ RIP-RAP AND FABRICREQD., 6"x6" WYE W/ C.O.15.00 1 5 . 0 0 1 5 . 0 0 1 6 . 0 0 12.00 REQD., 8" TIE TO CO N C R E T E F L U M E INV = 15.00 REQD., REMOVE RIM AND RESETEXISTING RIM ELEV. TO 13.15 N 8 9 ° 5 3 ' 4 2 " E 2 2 9 . 3 7 ' R E Q D . , 6 " N Y L O P L A S T D R O P I N G R A T E R I M E L E V . 1 8 . 3 5 M O D E L : 0 6 0 1 D I W / 6 " x 8 " T E E W Y E ( S E E D E T A I L S H E E T C 9 ) I N V = 1 5 . 9 3 PRO P O S E D BUIL D I N G 9,1 0 0 S F 18.00 T.O.C.17.50 15 15 151515151515 1 7 17 15 15 N43° 50' 21"E 35.96' 1 8 . 1 0 T . O . C . 1 7 . 6 0 R E Q D . , 3 ' W I D E C O N C R E T E V A L L E Y G U T T E R ( S E C T I O N A A ) F D O T I N D E X N O . 5 2 0 - 0 0 1 ( S E E D E T A I L S H E E T C 8 ) R E Q D . , 7 2 " D I A . C O N C R E T E B O X " B R O O K S B O X " O U T F A L L S T R U C T U R E ( S E E D E T A I L S H E E T C 9 ) R I M E L E V = 1 8 . 5 0 2 4 " D I A . N Y L O P L A S T R I S E R I N V = 1 6 . 7 5 3 " O R F I C E I N V = 1 5 . 4 5 S U M P I N V = 8 . 0 0 ( S ) 1 2 " H D P E I N V ( I N ) : 1 5 . 9 6 ( E ) 1 2 " H D P E I N V ( O U T ) : 1 2 . 0 7 1 7 . 5 0 1 6 18 1 7 1 6 1818 18 1 8 1 7 18 1 8 17 1 6 17 1 8 1 7 18 18 17 16 1617 18 17 1 7 . 7 5 T O P O F E A R T H E N W E I R TOP OF BERM: 18.00 T O P O F B E R M : 1 8 . 0 0 TOP OF BERM: 18.00TOP OF BERM: 18.00 R . O . W . L E G E N D W W S S S S T E L T E L B E N C H M A R K C A P P E D R O D F O U N D C A P P E D R O D S E T R I G H T - O F - W A Y P R O P E R T Y L I N E P R O P E R T Y L I N E ( A D J A C E N T ) E X I S T . E A S E M E N T L I N E E X I S T . O V E R H E A D U T I L I T Y A N D U T I L I T Y P O L E E X I S T . G U Y W I R E A N D U T I L I T Y P O L E G U Y E X I S T . W A T E R L I N E E X I S T . S A N I T A R Y S E W E R L I N E E X I S T . T E L E P H O N E L I N E E X I S T . F E N C E L I N E E X I S T . P I P E P R O P O S E D S E T B A C K L I N E P R O P O S E D 6 " C O N C R E T E C U R B E X I S T . C O N C . P O W E R P O L E E X I S T . W A T E R M E T E R E X I S T . W A T E R V A L V E E X I S T . F I R E H Y D R A N T E X I S T . A S P H A L T P A V I N G E X I S T . C O N C R E T E P R O P O S E D L I G H T D U T Y A S P H A L T P R O P O S E D H E A V Y D U T Y A S P H A L T P R O P O S E D L I G H T D U T Y C O N C R E T E ( B R O O M F I N I S H ) P R O P O S E D H E A V Y D U T Y C O N C R E T E ( B R O O M F I N I S H ) E X I S T . 1 F O O T C O N T O U R E X I S T . 5 F O O T C O N T O U R E X I S T . G R A D E S P O T E L E V A T I O N P R O P O S E D 1 F O O T C O N T O U R P R O P O S E D 5 F O O T C O N T O U R 1 6 1 5 F I N I S H E D G R A D E E L E V A T I O N ( T O P O F C U R B ) F I N I S H E D G R A D E E L E V A T I O N D R A I N A G E D I R E C T I O N P R O P O S E D R I P R A P W / F I L T E R B L A N K E T W W V 1 4 1 5 P R O P O S E D 2 4 " C O N C R E T E C U R B & G U T T E R C P P E X I S T . L I G H T P O L E 7 ' M I N C L E A N S A N D F I L T E R R E T E N T I O N B A S I N ( S E E N O T E T H I S S H E E T ) B O T T O M E L E V A T I O N = 8 . 0 0 ' C 4 G R A D I N G P L A N ( I N F E E T ) 0 1 i n c h = f t . G R A P H I C S C A L E 2 0 2 0 2 0 S H E E T N O : P R O J E C T N O : D R A W N B Y : C H K ' D B Y : ISSUE DATE DESCRIPTION 1. 22615 Highway 59 NorthRobertsdale, Alabama 36567Office: 251.947.3864Fax: 251.947.3138 ADAMS STEWART A R C H I T E C T S, L L C Architecture, Planning Interiors, Construction Administration P.O. Box 529 NEW STORE CONSTRUCTION, 9100 A PROTOTYPE 2.11.20 REVIEW/PERMIT SUBMITTAL 1 6 4 6 . 2 0 Virginia Avenue & 38th Street Fort Pierce FL 34947 2.4.20.20 MULTI-COMMENT REV Jinright & Associates Development Engineers 208 Greeno Road North Fairhope, Alabama 36532 P.O. Box 1929 Fairhope, Alabama 36533 Phone: (251) 928-3443 Fax: (251) 928-3665 jadengineers.com FL. CA-27624 Z A M / P W M P C J / P W M 3.6.04.20 FPUA AND FDEP RESUBMIT 6 / 1 8 / 2 0 2 0 4.6.18.20 COUNTY RESUBMITTAL P E R G E O T E C H N I C A L S U B S U R F A C E E X P L O R A T I O N , A D D E N D U M R E P O R T F R O M U N I V E R S A L E N G I N E E R I N G S C I E N C E S O N D E C . 3 1 , 2 0 1 9 . T H E S I L T Y F I N E S A N D S [ S C ] , C L A Y E Y F I N E S A N D S [ S C ] , A N D S A N D Y C L A Y S [ C H ] B E E X C A V A T E D A N D R E M O V E D F R O M T H E P R O P O S E D R E T E N T I O N B A S I N F O O T P R I N T S T O A D E P T H O F A T L E A S T 7 F E E T B E L O W B O T T O M O F P O N D L E V E L S A N D R E P L A C E D W I T H C L E A N F I N E S A N D S [ S P ] W I T H P E R M E A B I L I T Y R A T E S O F A T L E A S T K ≥ 1 0 I N C H E S / H O U R A T A D E N S I T Y O F A P P R O X I M A T E L Y 9 2 % O F T H E M O D I F I E D P R O C T O R T E S T . N O T E S UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE OHEOHEOHEOHEOHEOHEOHEOHE O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E U T U T U T U T U T U T U T U T U T U T U T U T U T U T U T U T U T U T U T U T U T U T U T UTUTUT 1 7 . 8 0 T . O . C . 1 7 . 3 0 1 7 . 6 0 T . O . C . 1 7 . 1 0 1 7 . 7 5 T . O . C . 1 7 . 2 5 1 7 . 9 5 T . O . C . 1 7 . 4 5 1 8 . 2 0 T . O . C . 1 7 . 7 0 1 8 . 0 0 T . O . C . 1 7 . 5 0 1 8 . 0 0 T . O . C . 1 7 . 5 0 1 7 . 5 0 T . O . C . 1 7 . 0 0 1 8 . 0 0 T . O . C . R E Q D . , 6 3 L F 1 8 " X 1 1 " R C A P @ 0 . 0 0 % R E Q D . , 1 5 L F 1 2 " H D P E @ 0 . 2 5 % R E Q D . , 2 8 L F 1 2 " H D P E @ 0 . 2 5 % R E Q D . , 3 : 1 1 2 " E N D T R E A T M E N T I N V . 1 6 . 0 0 R E Q D . , 4 : 1 1 8 " E N D T R E A T M E N T I N V . 1 5 . 0 0 R E Q D . , 3 : 1 1 2 " E N D T R E A T M E N T I N V . 1 2 . 0 0 R E Q D . , 3 : 1 1 8 " E N D T R E A T M E N T I N V . 1 5 . 0 0 1414 161718181716 1 6 1 7 1 8 1 8 1 7 1 6 18 17 16 1 6 1 7 1 8 17 16 16 17 18 18 1 8 1 8 1 7 1 6 15 1515 1 6 1 6 1 7 15.7016.00 T . O . C . 15.50 15.45 1 8 . 3 5 T . O . C . 1 7 . 8 5 1 8 . 0 0 T . O . C . 1 7 . 5 0 1 6 . 2 0 T . O . C . 1 5 . 7 0 1 5 . 6 5 1 5 . 6 0 1 5 . 9 0 T . O . C . 1 5 . 4 0 15.35 1 7 1 5 . 0 0 1 5 . 0 0 1 6 . 0 0 12.00 N 8 9 ° 5 3 ' 4 2 " E 2 2 9 . 3 7 ' 1 5 15 1 5 15 15 15 N43° 50' 21"E 35.96'STA=0+25 STA=0+50 STA=0+75 STA=1+00 STA=1+25 STA=1+50 STA=1+75 STA=2+00 S T A = 2 + 2 5 S T A = 2 + 5 0 STA=2+75 BP: 0+00.00 EP: 2+91.20 PI: 2+07.35 P I : 2 + 3 9 . 6 6 PI: 2+66.18 PI: 0+10.89PI: 0+20.90 PI: 2+02.35 R E Q D . , 7 2 " D I A . C O N C R E T E B O X " B R O O K S B O X " O U T F A L L S T R U C T U R E ( S E E D E T A I L S H E E T C 9 ) R I M E L E V = 1 8 . 5 0 2 4 " D I A . N Y L O P L A S T R I S E R I N V = 1 6 . 7 5 3 " O R F I C E I N V = 1 5 . 4 5 S U M P I N V = 8 . 0 0 ( S ) 1 2 " H D P E I N V ( I N ) : 1 5 . 9 6 ( E ) 1 2 " H D P E I N V ( O U T ) : 1 2 . 0 7 16 17 T O P O F B E R M : 1 8 . 0 0 T O P O F B E R M : 1 8 . 0 0 Elevation S t a t i o n P r o f i l e V i e w o f N o r t h P o n d S c a l e : 1 " = 2 0 ' H o r i z o n t a l 1 " = 5 " V e r t i c a l 8.00 10.00 15.00 20.00 8 . 0 0 1 0 . 0 0 2 0 . 0 0 0+000+00.000+10.89 0+200+20.90 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+002 + 0 2 . 3 5 2 + 0 7 . 3 5 2+20 2 + 3 9 . 6 6 2+40 2+60 2 + 6 6 . 1 8 2+80 2+91 2 + 9 1 . 2 0 0+00.000+10.890+20 0+20.900+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2 + 0 2 . 3 5 2 + 0 7 . 3 5 2+20 2 + 3 9 . 6 6 2+40 2+60 2 + 6 6 . 1 8 2+80 2+91 2 + 9 1 . 2 0 R E Q D . , 4 : 1 1 8 " E N D T R E A T M E N T I N V . 1 5 . 0 0 R E Q D . , 6 3 L F 1 8 " R C A P @ 0 . 0 0 % R E Q D . , 3 : 1 1 8 " E N D T R E A T M E N T I N V . 1 5 . 0 0 R E Q D . , C O N C R E T E S I D E W A L K A L O N G C U R B & G U T T E R R E Q D . , C O N C R E T E C U R B & G U T T E R REQ D . , C O N C R E T E S I D E W A L K A L O N G P R O P E R T Y L I N E T O P O F B E R M : 1 8 . 0 0 F I N I S H E D G R O U N D E X I S T . G R O U N D B O T T O M O F P O N D : 1 5 . 0 0 REGRADE EX. R O A D S I D E S W A L E T O E N S U R E P O S I T I V E D R A I N A G E [ C R O S S I N G P I P E : 2 " S D R 1 1 H D P E ] S T A 2 + 6 3 . 1 8 [ C R O S S I N G P I P E : E L E C . C O N D U I T ( C O O R D W / L O C A L U T I L I T Y A N D M E P ) ] S T A 2 + 5 8 . 6 8 O H E O H E O H E O H E O H E O H E O H E O H E U T U T U T U T U T U T U T N 2 ° 1 1 ' 2 9 " W 2 9 4 . 1 2 ' 1 8 . 5 0 T . O . C . 1 8 . 0 0 1 8 . 4 5 T . O . C . 1 7 . 9 5 1 7 . 8 0 T . O . C . 1 7 . 3 0 1 7 . 6 0 T . O . C . 1 7 . 1 0 1 7 . 7 5 1 8 . 6 0 1 8 . 0 0 T . O . C . 1 7 . 5 0 R E Q D . , 8 9 L F 1 8 " X 1 1 " R C A P @ 0 . 2 5 % R E Q D . , 4 : 1 1 8 " E N D T R E A T M E N T I N V . 1 5 . 0 0 R E Q D . , 4 : 1 1 8 " E N D T R E A T M E N T I N V . 1 5 . 2 2 1 4 1 4 1 6 1 7 1 8 1 8 1 7 1 6 16 171617 1 7 1 7 1 8 1 7 1 6 1 6 1 7 1 8 18 17 16 1 7 1 5 1 4 1 4 1 5 1 5 1 5 1 6 1 7 1 5 1 5 1 5 1 5 . 7 0 1 5 . 6 5 1 6 . 0 0 T . O . C . 1 5 . 5 0 1 6 . 4 5 T . O . C . 1 5 . 9 5 1 5 . 9 0 1 5 . 4 5 1 5 . 0 0 1 8 . 0 0 T . O . C . 1 7 . 5 0 1 5 1 5 1 5 15 15 N 4 3 ° 5 0 ' 2 1 " E 3 5 . 9 6 ' STA=0+25 STA=0+50 STA=0+75 STA=1+00 STA=1+25 STA=1+50 STA=1+75 STA=2+00 STA=2+25 STA=2+50 STA=2+75 STA=3+00 STA=3+25 BP: 0+00.00PI: 0+10.00 PI: 1+55.00 PI: 1+70.78 PI: 1+76.09 PI: 1+96.62 PI: 2+34.50 PI: 2+44.50 EP: 3+50.00 18 T O P O F B E R M : 1 8 . 0 0 T O P O F B E R M : 1 8 . 0 0 TOP OF BERM: 18.00Elevation S t a t i o n P r o f i l e V i e w o f S o u t h P o n d S c a l e : 1 " = 2 0 ' H o r i z o n t a l 1 " = 5 " V e r t i c a l 10.00 15.00 20.00 1 0 . 0 0 2 0 . 0 0 0+000+00.000+10.00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1 + 5 5 . 0 0 1+60 1 + 7 0 . 7 8 1 + 7 6 . 0 9 1+80 1 + 9 6 . 6 2 2+00 2+20 2 + 3 4 . 5 0 2+40 2 + 4 4 . 5 0 2+60 2+80 3+00 3+20 3+40 3+50 3 + 5 0 . 0 0 0+00.000+10.000+20 0+40 0+60 0+80 1+00 1+20 1+40 1 + 5 5 . 0 0 1+60 1 + 7 0 . 7 8 1 + 7 6 . 0 9 1+80 1 + 9 6 . 6 2 2+00 2+20 2 + 3 4 . 5 0 2+40 2 + 4 4 . 5 0 2+60 2+80 3+00 3+20 3+40 3+50 3 + 5 0 . 0 0 R E Q D . , 4 : 1 1 8 " E N D T R E A T M E N T I N V . 1 5 . 0 0 R E Q D . , 8 9 L F 1 8 " R C A P @ 0 . 2 5 % R E Q D . , 4 : 1 1 8 " E N D T R E A T M E N T I N V . 1 5 . 2 2 R E Q D . , C O N C R E T E C U R B & G U T T E R F I N I S H E D G R O U N D E X I S T . G R O U N D B O T T O M O F P O N D : 1 5 . 0 0 T O P O F B E R M : 1 8 . 0 0 T O P O F B E R M : 1 8 . 0 0 B O T T O M O F P O N D : 1 5 . 0 0 R E Q D . , C O N C R E T E C U R B & G U T T E R C 5 P O N D P L A N & P R O F I L E S ( I N F E E T ) 0 1 i n c h = f t . G R A P H I C S C A L E 2 0 2 0 2 0 S H E E T N O : P R O J E C T N O : D R A W N B Y : C H K ' D B Y : ISSUE DATE DESCRIPTION 1. 22615 Highway 59 NorthRobertsdale, Alabama 36567Office: 251.947.3864Fax: 251.947.3138 ADAMS STEWART A R C H I T E C T S, L L C Architecture, Planning Interiors, Construction Administration P.O. Box 529 NEW STORE CONSTRUCTION, 9100 A PROTOTYPE 2.11.20 REVIEW/PERMIT SUBMITTAL 1 6 4 6 . 2 0 Virginia Avenue & 38th Street Fort Pierce FL 34947 2.4.20.20 MULTI-COMMENT REV Jinright & Associates Development Engineers 208 Greeno Road North Fairhope, Alabama 36532 P.O. Box 1929 Fairhope, Alabama 36533 Phone: (251) 928-3443 Fax: (251) 928-3665 jadengineers.com FL. CA-27624 Z A M / P W M P C J / P W M 3.6.04.20 FPUA AND FDEP RESUBMIT 6 / 1 8 / 2 0 2 0 4.6.18.20 COUNTY RESUBMITTAL UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E U T U T U T U T U T U T U T U T U T U T U T U T U T U T U T U T G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S REQD., 3:1 12" END TREATMENTINV. 12.00 18181716 16 18.35 T.O.C.17.85 18.00 T.O.C.17.50 15.65 1 5 . 6 0 1 5 . 9 0 T . O . C . 1 5 . 4 0 1 5 . 3 5 1715.00 16.0012.00 STA=0+05STA=0+25 STA=0+50 STA=0+75 STA=1+00 STA=1+25 STA=1+50 STA=1+75 BP: 0+00.00PI: 0+39.83PI: 0+44.22 PI: 0+45.85 PI: 0+52.27 PI: 0+56.91 EP: 1+77.76 R E Q D . , 7 2 " D I A . C O N C R E T E B O X " B R O O K S B O X " O U T F A L L S T R U C T U R E ( S E E D E T A I L S H E E T C 9 ) R I M E L E V = 1 8 . 5 0 2 4 " D I A . N Y L O P L A S T R I S E R I N V = 1 6 . 7 5 3 " O R F I C E I N V = 1 5 . 4 5 S U M P I N V = 8 . 0 0 ( S ) 1 2 " H D P E I N V ( I N ) : 1 5 . 9 6 ( E ) 1 2 " H D P E I N V ( O U T ) : 1 2 . 0 7 16 A P P R O X . 1 2 0 L F 2 " H D P E D I R E C T I O N A L D R I L L ( S E E D E T A I L S H E E T C 1 1 ) R E Q D . , 2 " X 1 0 " S S D O U B L E S T R A P S E R V I C E S A D D L E A N D V A L V E R E Q D . , R E P L A C E A N Y S I D E W A L K R E M O V E D F O R S E W E R I N S T A L L W O R K R E Q D . , M I N I M U M 1 2 " S E P A R A T I O N F R O M W A T E R L I N E ( S E E P R O F I L E S H E E T C 6 ) R E Q D . , G R I N D E R S T A T I O N C O N N E C T I O N ( S - 1 6 ) ( S E E D E T A I L S H E E T C 1 1 ) Elevation Elevation S t a t i o n S t a t i o n P r o f i l e V i e w o f V i r g i n i a A v e D i r e c t i o n a l D r i l l S c a l e : 1 " = 1 0 ' H o r i z o n t a l 1 " = 5 " V e r t i c a l 0.00 5.00 10.00 15.00 20.00 0 . 0 0 1 0 . 0 0 2 0 . 0 0 -0+05.000+00.000+00.00 0+10.000+20.000+30.000+39. 8 3 0+40.00 0 + 4 4 . 2 2 0 + 4 5 . 8 5 0+50.00 0 + 5 2 . 2 7 0 + 5 6 . 9 1 0+60.00 0+70.00 0+80.00 0+90.00 1+00.00 1+10.00 1+20.00 1+30.00 1+40.00 1+50.00 1+60.00 1+70.00 1 + 7 7 . 7 6 1+80.00 1+85.00 -0+05.000+00.00 0+00.000+10.000+20.000+30.00 0+39. 8 3 0+40.00 0 + 4 4 . 2 2 0 + 4 5 . 8 5 0+50.00 0 + 5 2 . 2 7 0 + 5 6 . 9 1 0+60.00 0+70.00 0+80.00 0+90.00 1+00.00 1+10.00 1+20.00 1+30.00 1+40.00 1+50.00 1+60.00 1+70.00 1 + 7 7 . 7 6 1+80.00 1+85.00 [CROSSING PIPE: 28LF 12" HDPE @ 0.25%]STA 0+15.52TOP: 13.20 BOTTOM: 11.87 (MINIMUM 12" SEPARATION AT CROSSING) C O N N E C T I O N P O I N T : E X . 1 0 " S S F M @ 0 . 0 0 % S T A 1 + 5 9 . 7 5 A P P R O X . T O P : 1 0 . 8 6 A P P R O X . B O T T O M : 9 . 9 8 ( C O N T R A C T O R T O C O N F I R M L O C A T I O N B E F O R E P R O C E E D I N G W I T H W O R K A N D C O O R D W I T H E N G I N E E R A N D F P U A I M M E D I A T E L Y W I T H A N Y D I S C R E P A N C Y ) R E Q D . , C O N C R E T E C U R B & G U T T E R ( R E P L A C E E X I S T I N G ) R E Q D . , C O N C R E T E S I D E W A L K FINISHED GROUND E X I S T . G R O U N D ( V I R G I N I A A V E ) A P P R O X . L O C A T I O N E X . G A S M A I N A P P R O X . S T A 1 + 6 2 . 7 5 T O P : U N K N O W N B O T T O M : U N K N O W N ( C O N T R A C T O R T O C O N F I R M L O C A T I O N B E F O R E P R O C E E D I N G W I T H W O R K A N D C O O R D W I T H E N G I N E E R A N D F P U A I M M E D I A T E L Y W I T H A N Y D I S C R E P A N C Y ) E X . C O N C R E T E S I D E W A L K , G U A R D R A I L , A N D C U R B & G U T T E R [ C R O S S I N G P I P E : E X . 1 2 " W A T E R L I N E ] A P P R O X . S T A 0 + 6 0 . 1 7 A P P R O X . T O P : 1 1 . 1 4 A P P R O X . B O T T O M : 1 0 . 1 0 ( M I N I M U M 1 2 " S E P A R A T I O N A T C R O S S I N G ) BACK OF EXISTING 6' EASEMENT PROPERTY/R.O.W. LINE A P P R O X . 1 2 0 L F 2 " H D P E D I R E C T I O N A L D R I L L ( S E E D E T A I L S H E E T C 1 4 ) R E Q D . , 2 " X 1 0 " S S D O U B L E S T R A P S E R V I C E S A D D L E A N D V A L V E R E Q D . , G R I N D E R S T A T I O N C O N N E C T I O N ( S - 1 6 ) ( S E E D E T A I L S H E E T C 1 4 ) E X I S T . R A I S E D M E D I A N ( V I R G I N I A A V E ) C 6 D I R E C T I O N A L D R I L L P R O F I L E ( 1 ) ( I N F E E T ) 0 1 i n c h = f t . G R A P H I C S C A L E 1 0 1 0 1 0 S H E E T N O : P R O J E C T N O : D R A W N B Y : C H K ' D B Y : ISSUE DATE DESCRIPTION 1. 22615 Highway 59 NorthRobertsdale, Alabama 36567Office: 251.947.3864Fax: 251.947.3138 ADAMS STEWART A R C H I T E C T S, L L C Architecture, Planning Interiors, Construction Administration P.O. Box 529 NEW STORE CONSTRUCTION, 9100 A PROTOTYPE 2.11.20 REVIEW/PERMIT SUBMITTAL 1 6 4 6 . 2 0 Virginia Avenue & 38th Street Fort Pierce FL 34947 2.4.20.20 MULTI-COMMENT REV Jinright & Associates Development Engineers 208 Greeno Road North Fairhope, Alabama 36532 P.O. Box 1929 Fairhope, Alabama 36533 Phone: (251) 928-3443 Fax: (251) 928-3665 jadengineers.com FL. CA-27624 Z A M / P W M P C J / P W M 3.6.04.20 FPUA AND FDEP RESUBMIT 6 / 1 8 / 2 0 2 0 4.6.18.20 COUNTY RESUBMITTAL REQD., APPROX. 386 LF 2" SDR 11 HDPEREQD., APPROX. 315 LF UNDERGROUND ELECTRICAL CONDUIT(COORDINATE WITH LOCAL UTILITY AND MEP PLANS FOR DETAILS)ROUTING ONLY SHOWN ON CIVIL PLANS FOR REFERENCE AND EASEMENT PLACEMENT E l e v a t i o n Elevation S t a t i o n S t a t i o n P r o f i l e V i e w o f 3 8 t h S t W a t e r l i n e D i r e c t i o n a l D r i l l S c a l e : 1 " = 1 0 ' H o r i z o n t a l 1 " = 5 " V e r t i c a l 1 0 . 0 0 1 5 . 0 0 2 0 . 0 0 10.00 20.00 -0+05.00 0+00.00 0 + 0 0 . 0 0 0+10.00 0+20.00 0+30.00 0+40.00 0 + 4 0 . 5 3 0 + 4 5 . 5 3 0+50.00 0+60.00 0 + 6 0 . 9 7 0+70.00 0+80.00 0 + 8 6 . 5 7 0+90.00 1+00.00 1 + 0 0 . 0 7 1 + 0 4 . 6 7 1+09.59 1+10.001+15.00 -0+05.00 0+00.00 0 + 0 0 . 0 0 0+10.00 0+20.00 0+30.00 0+40.00 0 + 4 0 . 5 3 0 + 4 5 . 5 3 0+50.00 0+60.00 0 + 6 0 . 9 7 0+70.00 0+80.00 0 + 8 6 . 5 7 0+90.00 1+00.00 1 + 0 0 . 0 7 1 + 0 4 . 6 7 1+09.591+10.001+15.00 P R O P E R T Y / R . O . W . L I N E T O P O F B E R M : 1 8 . 0 0 APPROX. LOCATION EX. 6 " P V C APPROX. STA 0 + 9 0 . 3 2 TOP: UN K N O W N BOTTOM: UN K N O W N (CONTRACTOR TO CONFIRM LOCATION BEFORE PROCEEDING WITH WO R K A N D COORD WITH ENGINEER AND FPUA IMMEDIATELY WITH ANY DISCRE P A N C Y ) B O T T O M O F P O N D : 1 5 . 0 0 R E G R A D E E X . R O A D S I D E S W A L E ( S E E G R A D I N G P L A N ) R E Q D . , 2 " X 6 " S S D B L S T R A P S E R V I C E S A D D L E ( P E R S T D D E T A I L W - 2 ) A P P R O X . 3 0 L F 2 " H D P E S D R 9 I N S T A L L E D V I A D I R E C T I O N A L D R I L L A T 3 6 " M I N I M U M D E P T H ) ( S E E D E T A I L S H E E T C 1 4 ) R E Q D . , 3 / 4 " P O T A B L E W A T E R M E T E R ( W - 8 ) A N D I R R I G A T I O N M E T E R ( W - 4 A ) ( C O O R D I N A T E W I T H L O C A L U T I L I T Y ) R E Q D . , A P P R O X . 1 9 0 L F 1 " H D P E W A T E R S E R V I C E ( C O N T I N U E D T O B U I L D I N G - S E E U T I L I T Y P L A N ) 1 7 . 8 0 T . O . C . 1 7 . 3 0 1 7 . 6 0 T . O . C . 1 7 . 1 0 1 8 . 0 0 T . O . C . 1 7 . 5 0 14 14 16 17 18 18 17 16 16 17 15 15 15 1 5 . 7 0 1 5 . 6 5 1 6 . 0 0 T . O . C . 1 5 . 5 0 16.4 5 T . O . C . 1 5 . 4 5 18.0 0 T . O . C . 15 N 4 3 ° 5 0 ' 2 1 " E 3 5 . 9 6 ' REQD., 2"X6" SS DBL STRAP SERVICE SA D D L E (PER STD DETAIL W - 2 ) APP R O X . 3 0 L F 2 " H D P E S D R 9 INSTALLE D V I A D I R E C T I O N A L D R I L L ( S E E D E T A I L S H E E T C 1 1 ) R E Q D . , A P P R O X . 1 9 0 L F 1 " H D P E W A T E R S E R V I C E R E Q D . , 3 / 4 " P O T A B L E W A T E R M E T E R ( W - 8 ) ( C O O R D I N A T E W I T H L O C A L U T I L I T Y ) R E Q D . , 3 / 4 " I R R I G A T I O N M E T E R ( W - 4 A ) S E E D E T A I L S H E E T C 1 0 STA=0+25 STA=0+50 STA=0+75 BP: 0+00.00 EP: 1+09.59 PI: 0+40.53 PI: 0+45.53 PI: 0+60.97 PI: 0+86.57 PI: 1+00.07 PI: 1+04.67 T O P O F B E R M : 1 8 . 0 0 C 7 D I R E C T I O N A L D R I L L P R O F I L E ( 2 ) ( I N F E E T ) 0 1 i n c h = f t . G R A P H I C S C A L E 1 0 1 0 1 0 S H E E T N O : P R O J E C T N O : D R A W N B Y : C H K ' D B Y : ISSUE DATE DESCRIPTION 1. 22615 Highway 59 NorthRobertsdale, Alabama 36567Office: 251.947.3864Fax: 251.947.3138 ADAMS STEWART A R C H I T E C T S, L L C Architecture, Planning Interiors, Construction Administration P.O. Box 529 NEW STORE CONSTRUCTION, 9100 A PROTOTYPE 2.11.20 REVIEW/PERMIT SUBMITTAL 1 6 4 6 . 2 0 Virginia Avenue & 38th Street Fort Pierce FL 34947 2.4.20.20 MULTI-COMMENT REV Jinright & Associates Development Engineers 208 Greeno Road North Fairhope, Alabama 36532 P.O. Box 1929 Fairhope, Alabama 36533 Phone: (251) 928-3443 Fax: (251) 928-3665 jadengineers.com FL. CA-27624 Z A M / P W M P C J / P W M 3.6.04.20 FPUA AND FDEP RESUBMIT 6 / 1 8 / 2 0 2 0 4.6.18.20 COUNTY RESUBMITTAL C 8 C O N S T R U C T I O N N O T E S 1.THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL STATE, LOCAL AND FEDERALLAWS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL OF THESE LAWS ANDREGULATIONS HAVE BEEN MET.2.THE CONTRACTOR SHALL NOTIFY JADE CONSULTING'S RESPECTIVE TESTING COMPANY ANDANY LOCAL JURISDICTIONAL INSPECTOR FOR APPROVAL 48 HOURS BEFORE THE BEGINNING OFANY SUBSEQUENT PHASE OF CONSTRUCTION.3.THE CONTRACTOR SHALL IMMEDIATELY INFORM THE ENGINEER OF ANY DISCREPANCIES ORERRORS HE DISCOVERS IN THE PLANS.4.THE CONTRACTOR IS REQUIRED TO COORDINATE WITH THE ONE-CALL LINE LOCATE CENTERFOR THE MARKING OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL RENEW CONFORMATION NUMBERS AS OFTEN AS REQUIRED DURING THE DURATION OFTHE PROJECT. THE CURRENT CONFORMATION NUMBER SHALL BE ON PROJECT SITES AT ALLTIMES.5.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE LOCATION OF ANY ANDALL EXISTING UNDERGROUND UTILITIES AND TO TAKE WHATEVER STEPS ARE NECESSARY TOPROVIDE FOR THEIR PROTECTION. THE ENGINEER HAS DILIGENTLY ATTEMPTED TO LOCATEAND INDICATE ALL EXISTING FACILITIES ON THESE PLANS. HOWEVER, THIS INFORMATION ISSHOWN FOR THE CONTRACTORS CONVENIENCE ONLY. THE ENGINEER ASSUMES NORESPONSIBILITY FOR THE LOCATION OF UTILITIES SHOWN OR NOT SHOWN. THE CONTRACTORIS TO CONTACT THE UTILITY COMPANIES FOR EXACT LOCATION OF THEIR UTILITIES PRIOR TOSTARTING CONSTRUCTION. ANY AND ALL DAMAGE MADE TO UTILITIES BY THE CONTRACTORSHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR AND REPLACE.6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING INFRASTRUCTURE.7.ALL WATER CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO THE LATESTADDITION OF THE "STANDARDS AND SPECIFICATIONS" OF THE FORT PIERCEUTILITIES AUTHORITY.8.ALL SEWER CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO THE LATESTADDITION OF THE "STANDARDS AND SPECIFICATIONS" OF THE FORT PIERCEUTILITIES AUTHORITY.9.ALL MANHOLES WITHIN THE 100 YEAR FLOOD PLAIN SHALL BE CONSTRUCTED THREE (3) FEETABOVE GRADE.10.THE CONTRACTOR SHALL EMPLOY ALL NECESSARY MEASURES TO ENSURE THAT THE PROJECT ISOSHA COMPLIANT.11.THE CONTRACTOR SHALL EXPLORE EXISTING STRUCTURES, UTILITIES AND PIPING SO THATANY REQUIRED ADJUSTMENT MAY BE MADE.12.ANY EXCESS MATERIAL FROM CONSTRUCTION ACTIVITIES SHALL BE LEGALLY DISPOSED OF BYTHE CONTRACTOR AT HIS EXPENSE.13.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION AND INVERTS OF ALLUTILITIES PRIOR TO COMMENCEMENT OF ANY WORK ITEM. THE PROJECT ENGINEER SHALL BENOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.14. CONTRACTOR IN RESPONSIBLE FOR ALL COORDINATION WITH ALL RESPECTIVE UTILITYPROVIDERS AND AUTHORITIES. PROPER NOTICE SHALL BE GIVEN PRIOR TO ANY WORKSTARTING.15.CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE BEDDING AND HAUNCHING FOR ALLIMPROVEMENTS.16.CONTRACTOR SHALL REPLACE ANY FAULTY OR IMPROPERLY INSTALLED IMPROVEMENTS AT HISEXPENSE.17.THE CONTRACTOR SHALL EMPLOY A LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDATO RESET ANY PROPERTY MARKERS DAMAGED DURING CONSTRUCTION AT HIS EXPENSE.18.ALL PRESSURE PIPE FITTINGS, WATER AND SEWER SHALL BE CAST OR DUCTILE IRON.19.CONTRACTOR SHALL NOT DEVIATE FROM PLANS WITHOUT PROPER CONSENT.20.NO SEPARATE PAY ITEM FOR REMOVAL OF ASPHALT, CONCRETE, PIPE, INLETS, ETC. WORK TOBE CONSIDERED A SUBSIDIARY ITEM OF CLEARING AND GRUBBING.21.CONTRACTOR SHALL STRICTLY FOLLOW THE LOCAL AUTHORITIES AND/OR GEOTECHNICALREPORTS FOR ALL GRADING, BACKFILLING, AND PAVING REQUIREMENTS. ALL RESPECTIVETASKS SHALL BE APPROVED BY RESPONSIBLE INSPECTOR PRIOR TO ACCEPTANCE.22. THE CONTRACTOR WILL ENSURE THAT POSITIVE AND ADEQUATE DRAINAGE IS MAINTAINED ATALL TIMES WITHIN THE PROJECT LIMITS. THIS MAY INCLUDE, BUT NOT BE LIMITED TO,REPLACEMENT OR RECONSTRUCTION OF EXISTING DRAINAGE STRUCTURES THAT HAVE BEENDAMAGED, REMOVED OR REGRADED AS REQUIRED BY THE ENGINEER.23.ALL GRAVITY PIPES SHALL BE LAID ON SMOOTH CONTINUOUS GRADES WITH NO DETECTABLEBENDS AT JOINTS.24.ALL STORM DRAINAGE INLET STRUCTURES SHALL HAVE A NEENAH CAST IRON FRAME ANDCOVER, OR APPROVED EQUAL, FOR ACCESS.25.SOIL TESTING AND ON-SITE INSPECTION SHALL BE PERFORMED BY AN INDEPENDENTGEOTECHNICAL ENGINEER. THE SOILS ENGINEER SHALL PROVIDE COPIES OF TEST REPORTS TOTHE CONTRACTOR, THE OWNER AND THE OWNER'S REPRESENTATIVE AND SHALL PROMPTLYNOTIFY THE OWNER, HIS REPRESENTATIVE AND THE CONTRACTOR SHOULD WORK PERFORMEDBY THE CONTRACTOR FAIL TO MEET THESE SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDEADEQUATE NOTICE TO SOILS ENGINEER FOR THE REQUIRED TESTING OF THE PROJECT.26.THE CONTRACTOR SHALL PROVIDE ANY EXCAVATION AND MATERIAL SAMPLES NECESSARY TOCONDUCT REQUIRED SOIL TESTS. ALL ARRANGEMENTS AND SCHEDULING FOR THE TESTINGSHALL BE THE CONTRACTORS RESPONSIBILITY.27.COPIES OF TEST REPORTS SHALL BE PROVIDED TO THE CITY INSPECTOR AT THE TIME OF TEST.FULL SET OF TEST REPORTS SHALL BE INCLUDED IN THE "AS-BUILT" INFORMATION.1.ALL EROSION CONTROL PROCEDURES SHALL BE INSTAL L E D A N D M A I N T A I N E D I N ACCORDANCE WITH THE FLORIDA DEPARTMENT OF E N V I R O N M E N T T A L P R O T E C T I O N STANDARDS FOR FDEP PERMITTING.2.ALL BEST MANAGEMENT PRACTICES (BMP) PROCEDURES S H A L L B E I N P L A C E A N D I N S P E C T E D PRIOR TO ANY LAND DISTURBING ACTIVITY.3.ALL DISTURBED AREAS SHALL BE TEMPORARILY GRASSE D A N D M U L C H E D I F T H E Y W I L L B E LEFT UNATTENDED FOR 14 DAYS.4.ADDITIONAL EROSION CONTROL MEASURES MAY BE RE Q U I R E D B Y T H E P R O J E C T E N G I N E E R AND/OR LOCAL JURISDICTIONAL INSPECTOR.5.CONSTRUCTION ENTRANCE PADS SHALL BE INSTALLED B Y T H E C O N T R A C T O R A T CONSTRUCTION ACCESS POINTS PRIOR TO LAND DISTU R B A N C E A N D S H A L L B E M A I N T A I N E D THROUGHOUT THE PROJECT. (NO DIRECT PAYMENT)6.THE APPROVED BEST MANAGEMENT PRACTICES PLAN S H A L L B E P R E S E N T O N T H E S I T E WHENEVER LAND DISTURBING ACTIVITY HAS BEGUN.7.SILT FENCE AND/OR EROSION CONTROL NETTING SHAL L B E P L A C E D A L O N G T H E DOWNSTREAM SIDE OF ALL PROPOSED FILL CONSTRUC T I O N . 8.IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPL I S H E R O S I O N C O N T R O L F O R A L L DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DU R I N G C O N S T R U C T I O N . 9.WHEN REQUIRED CONTRACTOR SHALL INSPECT EROSIO N C O N T R O L M E A S U R E S A T T H E E N D OF EACH WORKING DAY AND RAIN EVENT TO ENSURE M E A S U R E S A R E F U N C T I O N I N G PROPERLY. CONTRACTOR SHALL PROPERLY MAINTAIN A L L B M P ' S I N A C C O R D A N C E W I T H F D E P . 10.CONTRACTOR SHALL IMMEDIATELY REPAIR AND/OR REP L A C E A N Y D A M A G E D O R I M P R O P E R L Y FUNCTIONING BMP.11.ANY SILT IN THE DETENTION POND(S) SHALL BE REMOV E D A S D I R E C T E D B Y T H E P R O J E C T ENGINEER OR LOCAL AUTHORITY. THE DETENTION PON D S H A L L A L S O B E R E G R A D E D T O FINAL DESIGN PRIOR TO FINAL ACCEPTANCE OF PROJEC T . T H E R E I S N O D I R E C T P A Y M E N T FOR THIS ACTIVITY.12.ALL DISTURBED AREAS MUST BE PERMANENTLY STABILI Z E D I N A C C O R D A N C E W I T H T H E HANDBOOK PRIOR TO FINAL ACCEPTANCE.13.CONTRACTOR SHALL ROUTINELY CLEAN OUT ANY SILT A C C U M U L A T I O N F R O M T H E P R O J E C T S DRAINAGE STRUCTURES AS REQUIRED BY PROJECT ENG I N E E R A N D / O R L O C A L A U T H O R I T Y . 14.CONTRACTOR IS SOLELY RESPONSIBLE FOR SEDIMENT C O N T R O L A N D S T O R M W A T E R MANAGEMENT FOR PROJECT. CONTRACTOR SHALL NOTI F Y P R O J E C T E N G I N E E R I M M E D I A T E L Y OF ANY FAILING BMP. C O N S T R U C T I O N M O N I T O R I N G S C H E D U L E C O N S T R U C T I O N A C T I V I T Y I N S P E C T I O N S C H E D U L E / R E S P O N S I B L E P A R T Y N O T E S C o n s t r u c t i o n C o m m e n c e m e n t N o t i c e O n c e : P e r m i t H o l d e r A f t e r p e r m i t h a s b e e n i s s u e d , p r i o r t o c o n s t r u c t i o n s t a r t i n g , P e r m i t H o l d e r w i l l c o m p l e t e a n d s u b m i t f o r m 4 0 B - 1 . 9 0 1 ( 1 4 ) . S i t e P r e p a n d s t a b i l i z e d c o n s t r u c t i o n e n t r a n c e D a i l y : C o n t r a c t o r S c h e d u l e S i t e V i s i t : G e o t e c h n i c a l T e c h n i c i a n I n s t a l l p e r i m e t e r s e d i m e n t a n d e r o s i o n c o n t r o l s D a i l y : C o n t r a c t o r S c h e d u l e S i t e V i s i t : G e o t e c h n i c a l T e c h n i c i a n I n s t a l l s t o r m w a t e r r e t e n t i o n b a s i n s D a i l y : C o n t r a c t o r S c h e d u l e S i t e V i s i t : G e o t e c h n i c a l T e c h n i c i a n C l e a r i n g / g r u b b i n g o v e r a l l a r e a s e x c e p t t h o s e t h a t a r e d e s i g n a t e d a s b u f f e r s / c o n s e r v a t i o n e a s e m e n t s D a i l y : C o n t r a c t o r S c h e d u l e S i t e V i s i t : G e o t e c h n i c a l T e c h n i c i a n S i t e g r a d i n g D a i l y : C o n t r a c t o r S c h e d u l e S i t e V i s i t : G e o t e c h n i c a l T e c h n i c i a n I n s t a l l s t o r m s e w e r a n d u t i l i t i e s D a i l y : C o n t r a c t o r S c h e d u l e S i t e V i s i t : G e o t e c h n i c a l T e c h n i c i a n C o n c r e t e s l a b a n d a s p h a l t p a v i n g D a i l y : C o n t r a c t o r S c h e d u l e S i t e V i s i t : G e o t e c h n i c a l T e c h n i c i a n A l l e x c e s s c e m e n t a n d a s p h a l t w i l l b e t e m p o r a r i l y s t o r e d o n s i t e . C e m e n t t r u c k w a s h o u t w i l l b e d e p o s i t e d i n a t e m p o r a r y w a s h o u t s t r u c t u r e ( e i t h e r p r e f a b o r s e l f - i n s t a l l e d ) . A n y r e m a i n i n g c o n c r e t e a n d a s p h a l t c e m e n t w a s t e w i l l b e r e m o v e d f r o m s i t e d u r i n g s i t e s t a b i l i z a t i o n . S t a b i l i z e s i t e D a i l y : C o n t r a c t o r S c h e d u l e S i t e V i s i t : G e o t e c h n i c a l T e c h n i c i a n E x p o s e d p o r t i o n s o f t h e s i t e w h e r e c o n s t r u c t i o n h a s p e r m a n e n t l y c e a s e d s h a l l b e s t a b i l i z e d w i t h s o d , z o n i n g - a p p r o v e d l a n d s c a p i n g , o r o t h e r p e r m a n e n t m e a n s ( i f o t h e r m e a n s a r e e m p l o y e d , S W P P P w i l l b e m o d i f i e d ) n o l a t e r t h a n 1 4 d a y s a f t e r t h e l a s t c o n s t r u c t i o n a c t i v i t y . R e f e r t o s t o r m w a t e r r e t e n t i o n b a s i n i n s t a l l a t i o n a b o v e . R e m o v e B M P s D a i l y : C o n t r a c t o r S c h e d u l e S i t e V i s i t : G e o t e c h n i c a l T e c h n i c i a n S i l t f e n c i n g a n d o t h e r n o n - d e c o m p o s a b l e B M P m a t e r i a l s s h a l l b e r e m o v e d f r o m t h e s i t e f o l l o w i n g s t a b i l i z a t i o n ( i . e . , c e m e n t t r u c k w a s h o u t , p o r t a b l e t o i l e t s , c h e m i c a l s t o r a g e , s o l i d w a s t e c o n t a i n e r , e t c . ) . B e f o r e t h e s i l t f e n c e i s r e m o v e d f r o m t h e p r o j e c t a r e a , a c c u m u l a t e d s e d i m e n t w i l l b e r e m o v e d . S i l t f e n c e s h a l l b e d i s p o s e d o f a p p r o p r i a t e l y . E r o s i o n c o n t r o l b l a n k e t s , h a y b a l e s a n d s t r a w w a t t l e s w i l l r e m a i n o n s i t e t o d e c o m p o s e . F i n a l b a s i n s t a b i l i z a t i o n D a i l y : C o n t r a c t o r S c h e d u l e S i t e V i s i t : G e o t e c h n i c a l T e c h n i c i a n A t t h e v e r y e n d o f c o n s t r u c t i o n , a f i n a l c l e a n o u t o f s e d i m e n t s i n r e t e n t i o n b a s i n s w i l l o c c u r , i n c l u d i n g e s t a b l i s h m e n t o f d e s i g n g r a d e s , d e e p r a k i n g t o r e d u c e c o m p a c t i o n , a n d a n y n e c e s s a r y v e g e t a t i o n ( s o d d i n g o r s e e d i n g a n d h y d r o m u l c h i n g ) . T h e 6 " f i l t e r s a n d w i l l b e r e m o v e d a n d r e p l a c e d w i t h 6 " c o m p o s t / s a n d m i x t u r e a n d c o v e r e d s u i t a b l e v e g e t a t i o n . A s - B u i l t C e r t i f i c a t i o n s D a i l y : C o n t r a c t o r P r o j e c t C o m p l e t i o n : P r o j e c t E n g i n e e r S c h e d u l e S i t e V i s i t : G e o t e c h n i c a l T e c h n i t i a n C o n t r a c t o r w i l l n o t i f y P r o j e c t E n g i n e e r i n w r i t i n g o n c e p r o j e c t h a s b e e n c o m p l e t e d . P r o j e c t E n g i n e e r w i l l c o m p l e t e a n d s u b m i t f o r m 4 0 B - 1 . 9 0 1 ( 1 6 ) . S O U T H F L O R I D A W A T E R M A N A G E M E N T D I S T R I C T 1.ALL TRAFFIC CONTROL SHALL COMPLY WITH THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES (MUTCD).2.ALL TRAFFIC CONTROL PLANS SHALL BE COORDINATED WITH SAINT LUCIE COUNTY PUBLIC WORKS DEPARTMENT.3.NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHER TRAFFIC CONTROL METHODS MAY BE NECESSARY ASPER MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, PART VI. THESE DEVICES SHALL BE PROVIDED AND MAINTAINEDTHROUGHOUT CONSTRUCTION.4.ALL TEMPORARY TRAFFIC CONTROL SHALL COMPLY WITH PART VI OF THE MUTCD LATEST EDITION.PHASE ONE·INSTALL CONSTRUCTION ENTRANCE/EXIT·CLEAR AREA REQUIRED FOR SILT FENCE PLACEMENT·INSTALL SILT FENCE (SBA)PHASE TWO·CONSTRUCT AND STABILIZE WATER QUALITY POND/S E D I M E N T B A S I N ·INLET AND OUTLET PROTECTION TO BE INSTALLEDPHASE THREE·DEMOLITION AND REMOVAL OF DEMO DEBRIS·CLEAR/GRUB REMAINING SITE AREASPHASE FOUR·GRADE SITE TO ROUGH GRADESPHASE FIVE·CONSTRUCT UTILITIES (WATER, SEWER)·BUILDING CONSTRUCTION BEGINSPHASE SIX·CONSTRUCT ROADS (PAVING, INLET PROTECTION, CU R B A N D G U T T E R , S I D E W A L K S ) ·BUILDING CONSTRUCTION CONTINUESPHASE SEVEN·BUILDING CONSTRUCTION COMPLETED·STABILIZE DISTURBED AREAS WITH SOLID SOD·INSTALL PERMANENT LANDSCAPINGPHASE EIGHT·REMOVE BMP MEASURESPHASE NINE·CONVERT SEDIMENT BASIN TO PERMANENT FUNCTION B Y R E M O V I N G C A P T U R E D S E D I M E N T AND INSTALL PERMANENT VEGETATION IN DISTURBE D A R E A S . ·PROJECT COMPLETE, FINAL INSPECTION, FILE NOTICE O F T E R M I N A T I O N AT LEAST 72 HOURS IN ADVANCE OF BEGINNING CONSTRUCTION OF THE PROJECT, THE CONTRACTOR SHALL CONTACT THELOCAL MAINTENANCE FDOT ENGINEER'S OFFICE TO SECURE GENERAL USE PERMITS AND/OR OTHER PERMITS AS REQUIREDFOR WORKING WITHIN THE DEPARTMENT'S RIGHT-OF-WAY.THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH AND ARE GOVERNED BY THE STATE OF FLORIDA DEPARTMENT OFTRANSPORTATION, STANDARD SPECIFICATIONS (DATED 2018) AND STANDARD PLANS (DATED 2018-2019).FOR DESIGN STANDARDS REVISIONS, CLICK ON "DESIGN STANDARDS" AT THE FOLLOWING WEB SITE:http://www.dot.state.fl.us/rddesign/.1. MAINTENANCE OF TRAFFIC TO BE S U P E R V I S E D B Y A C E R T I F I E D P E R S O N . 2. THE CONTRACTOR SHALL NOTIFY T H E D E P A R T M E N T A M I N I M U M O F T W O B U S I N E S S D A Y S PRIOR TO ANY LANE CLOSURES OR B E G I N N I N G A N Y C O N S T R U C T I O N W I T H I N T H E F D O T RIGHT-OF-WAY.3. ALL WORK PERFORMED WITHIN T H E F D O T R I G H T - O F - W A Y S H A L L B E I N A C C O R D A N C E W I T H T H E LATEST EDITIONS OF FDOT DESIGN S T A N D A R D S , S P E C I F I C A T I O N S F O R R O A D A N D B R I D G E CONSTRUCTION, AND THE UTILITY A C C O M M O D A T I O N M A N U A L . 4. IF THE DEPARTMENT DETERMINES T H A T A S - B U I L T C O N D I T I O N S V A R Y S I G N I F I C A N T L Y F R O M THE APPROVED PLANS, THE PERMIT T E E S H A L L P R O V I D E A S - B U I L T P L A N S , A L O N G W I T H A R E C O R D DRAWINGS REPORT BY PERMITTEE'S P R O F E S S I O N A L E N G I N E E R , F O R M 8 5 0 - 0 4 0 - 1 9 , W I T H I N 3 0 DAYS.5. IT WILL BE THE RESPONSIBILITY O F T H E P E R M I T T E E T O R E P A I R A N Y D A M A G E T O F D O T FACILITIES CAUSED BY CONSTRUCTI O N O F T H E P R O J E C T . 6. TEST RESULTS OF ANY TESTS TAK E N F O R O R D U R I N G C O N S T R U C T I O N O F T H E P E R M I T T E D WORK SHALL BE PROVIDED TO THE F D O T U P O N R E Q U E S T . 7. ALL CONCRETE TO BE REMOVED S H A L L B E S A W C U T A T T H E N E A R E S T J O I N T I N G O O D CONDITION, SO AS TO PRODUCE A C O N N E C T I O N W I T H N E W C O N C R E T E T H A T I S F R E E O F C R A C K S , DEFORMITY IN SHAPE, NOTICEABLE V O I D S , S U R F A C E I R R E G U L A R I T I E S , A N D O T H E R D E F E C T S . 8. ALL CONCRETE SHALL BE AN APPR O V E D F D O T M I X D E S I G N O F 3 , 0 0 0 P S I . 9. ALL MATERIALS INSTALLED WITHI N F D O T R I G H T - O F - W A Y S H A L L B E L I M I T E D T O T H O S E O N T H E FDOT'S QUALIFIED PRODUCTS LIST O R A P P R O V E D P R O D U C T L I S T O F T R A F F I C C O N T R O L S I G N A L S AND DEVICES. SITE NOTES SEDIMENT CONTROL AND STORMWA T E R M A N A G E M E N T N O T E S PROJECT NOTESTRAFFIC CONTROL NOTES CONSTRUCTION PHASE SEQU E N C E S T A N D A R D S T A T E A P P R O V E D A C C E S S I B L E S I G N A G E I N S T A L L E D O N A M E T A L C O L U M N A T T H E P R O P E R H E I G H T R E Q U I R E D . P R O V I D E A D D I T I O N A L S I G N A G E B E L O W T H E A C C E S S I B L E S I G N A S R E Q U I R E D P E R R E G U L A T I O N S . B O L T S I G N S T O G A L V A N I Z E D M E T A L P I P E C O L U M N C O N C R E T E S U R R O U N D A R O U N D P I P E C O L U M N 6 " D I A M E T E R C O N C R E T E F I L L E D S T E E L P I P E B O L L A R D , P A I N T E D Y E L L O W 4'-0" 7'-0" (MINIMUM) 2'-0" 1 ' - 6 " M I N I M U M A C C E S S I B L E P A R K I N G S I G N D E T A I L N T S FDOT STANDARD SPECIFICATION NOTE:FDOT NOTES 1 . 5 % P R E F E R R E D - 2 . 0 % M A X I M U M I N A N Y D I R E C T I O N H / C P A R K I N G A N D L O A D I N G A R E A S L O P E A C C E S S I B L E P A R K I N G D E T A I L N T S N T S P A V E M E N T P A V E M E N T 1 : 1 2 M A X . 5 ' - 0 " 9 ' - 0 " M I N . 1 2 ' - 0 " M I N . 5 ' - 0 " M I N . 1 2 ' - 0 " M I N . 1 8 ' - 0 " 5 ' - 0 " S L O P E C O N C R E T E S I D E W A L K A C C E S S A I S L E S T A N D A R D P A R K I N G S P A C E S T R I P I N G B O L L A R D , P A I N T E D Y E L L O W , W I T H A C C E S S I B L E P A R K I N G S I G N 1 : 1 0 M A X S L O P E B O L L A R D P A I N T E D Y E L L O W 1 : 1 0 M A X S L O P E B O L L A R D , P A I N T E D Y E L L O W , W I T H A C C E S S I B L E P A R K I N G S I G N S L O P E C O N C R E T E A W A Y F R O M B U I L D I N G 1 / 8 " P E R F O O T C O N C R E T E S I D E W A L K B O L L A R D W I T H A C C E S S I B L E P A R K I N G S I G N , A S R E Q U I R E D . S T A N D A R D A C C E S S I B L E P A R K I N G S Y M B O L P A I N T E D O N P A V E M E N T . P A I N T C O L O R T O B E P E R T H E A U T H O R I T Y H A V I N G J U R I S D I C T I O N . 4 " S T R I P E S @ 2 4 " O . C . A T 4 5 D E G R E E S . P A I N T C O L O R T O B E P E R T H E A U T H O R I T Y H A V I N G J U R I S D I C T I O N . 1 : 1 0 M A X . S L O P E P A I N T E D Y E L L O W C O L O R E D T O O L E D / S E R R A T E D S L I P R E S I S T A N T S U R F A C I N G A N D / O R T A C T I L E W A R N I N G D E V I C E A S R E Q U I R E D B Y A M E R I C A N S W I T H D I S A B I L I T I E S A C T A C C E S S I B I L I T Y G U I D E L I N E S A N D C O D E R E Q U I R E M E N T S N O T E : A L L A C C E S S I B L E R A M P S A N D A C C E S S A I S L E S S H A L L M E E T A L L C O D E S A N D A D A R E G U L A T I O N S . 4 " P A R K I N G S P A C E S T R I P E . P A I N T C O L O R T O B E P E R T H E A U T H O R I T Y H A V I N G J U R I S D I C T I O N . B O L L A R D P A I N T E D Y E L L O W S I D E W A L K R A M P S L O P E 1 : 1 2 M A X A C C E S S I B L E / S H O P P I N G C A R T R A M P T O B E C E N T E R E D A B O U T T H E F R O N T D O O R . B O L L A R D W I T H A C C E S S I B L E P A R K I N G S I G N A S R E Q U I R E D . 12'-0"5'-0"12'-0" 5'-0"5'-0"5'-0" 6 ' - 0 " 9 ' - 0 " 6'-0" S T A N D A R D A C C E S S I B L E P A R K I N G S Y M B O L P A I N T E D O N P A V E M E N T . P A I N T C O L O R T O B E P E R T H E A U T H O R I T Y H A V I N G J U R I S D I C T I O N . 1 : 1 0 M A X . S L O P E P A I N T E D Y E L L O W 1 8 ' - 0 " A C C E S S I B L E P A R K I N G , A C C E S S R A M P , A N D A C C E S S A I S L E D E T A I L S S H E E T N O : P R O J E C T N O : D R A W N B Y : C H K ' D B Y : ISSUE DATE DESCRIPTION 1. 22615 Highway 59 NorthRobertsdale, Alabama 36567Office: 251.947.3864Fax: 251.947.3138 ADAMS STEWART A R C H I T E C T S, L L C Architecture, Planning Interiors, Construction Administration P.O. Box 529 NEW STORE CONSTRUCTION, 9100 A PROTOTYPE 2.11.20 REVIEW/PERMIT SUBMITTAL 1 6 4 6 . 2 0 Virginia Avenue & 38th Street Fort Pierce FL 34947 2.4.20.20 MULTI-COMMENT REV Jinright & Associates Development Engineers 208 Greeno Road North Fairhope, Alabama 36532 P.O. Box 1929 Fairhope, Alabama 36533 Phone: (251) 928-3443 Fax: (251) 928-3665 jadengineers.com FL. CA-27624 Z A M / P W M P C J / P W M 3.6.04.20 FPUA AND FDEP RESUBMIT 6 / 1 8 / 2 0 2 0 4.6.18.20 COUNTY RESUBMITTAL C 9 C I V I L D E T A I L S 36" 9 5 / 8 " 3 8 " T Y P I C A L B I K E R A C K D E T A I L M O N O L I T H I C C U R B A N D S I D E W A L K N T S 7 " C O N C R E T E P A V E M E N T ( 4 , 0 0 0 P S I C O M P R E S S I V E S T R E N G T H ) 6 " L I M E R O C K , C O Q U I N A O R C R U S H E D C O N C R E T E B A S E M A T E R I A L ( M I N . 1 0 0 L B R , 9 8 % M O D I F I E D P R O C T O R ) S T A B I L I Z E D S U B B A S E C O U R S E 8 I N C H M I N I M U M - M I N 4 0 L B R ( 9 8 % M O D I F I E D P R O C T O R ) 1 . 5 " A S P H A L T W E A R I N G S U R F A C E F D O T T Y P E S P - 1 2 . 5 O R S P 9 . 5 ( I N S T A L L E D I N O N E L I F T ) R E I N F O R C I N G A S R E C O M M E N D E D B Y G E O T E C H N I C A L C O N S U L T A N T CONCRETE PAVEMENT ASPHALTIC PAVEMENT S C A L E : N O T T O S C A L E H E A V Y D U T Y A S P H A L T D E T A I L H E A V Y D U T Y C O N C R E T E D E T A I L S C A L E : N O T T O S C A L E S C A L E : N O T T O S C A L E R E F E R T O G E O T E C H R E P O R T F O R D E T A I L S O N A L L C O N C R E T E C O N S T R U C T I O N A N D E X P A N S I O N J O I N T S A L L G R A D I N G A N D P A V I N G S H A L L C O N F O R M W I T H G E O T E C H R E P O R T P R O V I D E D B Y " U N I V E R S A L E N G I N E E R I N G S C I E N C E S " D A T E D N O V E M B E R 1 3 , 2 0 1 9 . S T A N D A R D D U T Y A S P H A L T D E T A I L G E O T E X T I L E S E P A R A T I O N F A B R I C ( M I R A F I 5 0 0 X ) 6 " C O N C R E T E H E A D E R C U R B ( O R A P P R O V E D E Q U A L ) N T S N O T E : 1 . C U R B T O B E P L A C E D B Y S L I P F O R M M E T H O D O R A P P R O V E D E Q U A L . 2 . T R A V E R S E J O I N T S T O B E F O R M E D I N C O N C R E T E I N T E G R A L C U R B D I R E C T L Y O V E R E A C H T R A V E R S E J O I N T I N P A V I N G O R G U T T E R . 3 . C O N T R A C T I O N J O I N T S T O B E P L A C E D A T 1 0 ' I N T E R V A L S A N D E X P A N S I O N J O I N T S T O B E P L A C E D A T 5 0 ' I N T E R V A L S . 4 . G R A D I N G A N D S O D P L A C E M E N T S H A L L B E I N S T A L L E D T O E N S U R E P O S I T I V E S U R F A C E W A T E R D R A I N A G E O V E R T O P O F C U R B . 1 " B A T T E R P A V I N G N O T E : 1 . C U R B T O B E P L A C E D B Y S L I P F O R M M E T H O D O R A P P R O V E D E Q U A L 2 . T R A V E R S E J O I N T S T O B E F O R M E D I N C O N C R E T E I N T E G R A L C U R B D I R E C T L Y O V E R E A C H T R A V E R S E J O I N T I N P A V I N G O R G U T T E R 3 . C O N T R A C T I O N J O I N T S T O B E P L A C E D A T 1 0 ' I N T E R V A L S A N D E X P A N S I O N J O I N T S T O B E P L A C E D A T 5 0 ' I N T E R V A L S . N T S 6 " C O N C R E T E C U R B ( O R A P P R O V E D E Q U A L ) 4 . E X P A N S I O N J O I N T S : U S E P R E M O U L D E D E X P A N S I O N J O I N T F I L L E R C O N F O R M I N G T O A S T M D 1 7 5 1 O R D 1 7 5 2 ( O R A P P R O V E D E Q U A L ) 5 . E X P A N S I O N J O I N T S : U S E P R E M O U L D E D E X P A N S I O N J O I N T F I L L E R C O N F O R M I N G T O A S T M D 1 7 5 1 O R D 1 7 5 2 ( O R A P P R O V E D E Q U A L ) 8 " L I M E R O C K , C O Q U I N A O R C R U S H E D C O N C R E T E B A S E M A T E R I A L ( M I N . 1 0 0 L B R , 9 8 % M O D I F I E D P R O C T O R ) S T A B I L I Z E D S U B B A S E C O U R S E 1 2 I N C H M I N I M U M - M I N 4 0 L B R ( 9 8 % M O D I F I E D P R O C T O R ) G E O T E X T I L E S E P A R A T I O N F A B R I C ( M I R A F I 5 0 0 X ) S T A B I L I Z E D S U B B A S E C O U R S E 1 2 I N C H M I N I M U M - M I N 4 0 L B R ( 9 8 % M O D I F I E D P R O C T O R ) 2 " A S P H A L T W E A R I N G S U R F A C E F D O T T Y P E S P - 1 2 . 5 O R S P 9 . 5 ( I N S T A L L E D I N O N E L I F T ) S H E E T N O : P R O J E C T N O : D R A W N B Y : C H K ' D B Y : ISSUE DATE DESCRIPTION 1. 22615 Highway 59 NorthRobertsdale, Alabama 36567Office: 251.947.3864Fax: 251.947.3138 ADAMS STEWART A R C H I T E C T S, L L C Architecture, Planning Interiors, Construction Administration P.O. Box 529 NEW STORE CONSTRUCTION, 9100 A PROTOTYPE 2.11.20 REVIEW/PERMIT SUBMITTAL 1 6 4 6 . 2 0 Virginia Avenue & 38th Street Fort Pierce FL 34947 2.4.20.20 MULTI-COMMENT REV Jinright & Associates Development Engineers 208 Greeno Road North Fairhope, Alabama 36532 P.O. Box 1929 Fairhope, Alabama 36533 Phone: (251) 928-3443 Fax: (251) 928-3665 jadengineers.com FL. CA-27624 Z A M / P W M P C J / P W M 3.6.04.20 FPUA AND FDEP RESUBMIT 6 / 1 8 / 2 0 2 0 4.6.18.20 COUNTY RESUBMITTAL C 1 0 C I V I L D E T A I L S ( 2 ) F D O T T Y P E " F " C O N C R E T E C U R B A N D G U T T E R N O T E : 1 . C U R B T O B E P L A C E D B Y S L I P F O R M M E T H O D O R A P P R O V E D E Q U A L . 2 . T R A V E R S E J O I N T S T O B E F O R M E D I N C O N C R E T E I N T E G R A L C U R B D I R E C T L Y O V E R E A C H T R A V E R S E J O I N T I N P A V I N G O R G U T T E R . 3 . C O N T R A C T I O N J O I N T S T O B E P L A C E D A T 1 0 ' I N T E R V A L S A N D E X P A N S I O N J O I N T S T O B E P L A C E D A T 5 0 ' I N T E R V A L S . 4 . G R A D I N G A N D S O D P L A C E M E N T S H A L L B E I N S T A L L E D T O E N S U R E P O S I T I V E S U R F A C E W A T E R D R A I N A G E O V E R T O P O F C U R B . P A V I N G A S P H A L T 5 . E X P A N S I O N J O I N T S : U S E P R E M O U L D E D E X P A N S I O N J O I N T F I L L E R C O N F O R M I N G T O A S T M D 1 7 5 1 O R D 1 7 5 2 ( O R A P P R O V E D E Q U A L ) N T S F Y 2 0 2 0 - 2 1 F D O T D E S I G N S T A N D A R D S , I N D E X N O . 5 2 0 - 0 0 1 S H E E T N O : P R O J E C T N O : D R A W N B Y : C H K ' D B Y : ISSUE DATE DESCRIPTION 1. 22615 Highway 59 NorthRobertsdale, Alabama 36567Office: 251.947.3864Fax: 251.947.3138 ADAMS STEWART A R C H I T E C T S, L L C Architecture, Planning Interiors, Construction Administration P.O. Box 529 NEW STORE CONSTRUCTION, 9100 A PROTOTYPE 2.11.20 REVIEW/PERMIT SUBMITTAL 1 6 4 6 . 2 0 Virginia Avenue & 38th Street Fort Pierce FL 34947 2.4.20.20 MULTI-COMMENT REV Jinright & Associates Development Engineers 208 Greeno Road North Fairhope, Alabama 36532 P.O. Box 1929 Fairhope, Alabama 36533 Phone: (251) 928-3443 Fax: (251) 928-3665 jadengineers.com FL. CA-27624 Z A M / P W M P C J / P W M 3.6.04.20 FPUA AND FDEP RESUBMIT 6 / 1 8 / 2 0 2 0 4.6.18.20 COUNTY RESUBMITTAL C 1 1 C I V I L D E T A I L S ( 3 ) GENERAL NOTESSLOPE PAVED HEADWALL DETAIL END VIEW - CONCRETE PIPE S I D E V I E W 18"FILTER BLANKET C O N C R E T E F L U M E D E T A I L 6 x 6 W 1 . 4 x W 1 . 4 W E L D E D W I R E F A B R I C B A S E C O U R S E C O N C R E T E H E A D E R C U R B 4"12" BERMED RIPRAP RIPRAP AS REQUIREDNON-WOVEN GEOTEXTILE S E C T I O N A - A C O N C R E T E , 3 0 0 0 P S I , T Y P E I I S E E P L A N 6 x 6 W 1 . 4 x W 1 . 4 W E L D E D W I R E F A B R I C T O P O F C U R B 4" 6" LENGTH VARIES - SE E P L A N S S E C T I O N B - B A A B B 6" 1" P V C P I P E F O R T E M P O R A R Y S T O R M W A T E R D R A I N A G E D U R I N G C O N S T R U C T I O N 1 " P V C P I P E F O R T E M P O R A R Y S T O R M W A T E R D R A I N A G E D U R I N G C O N S T R U C T I O N 4 " S H E E T N O : P R O J E C T N O : D R A W N B Y : C H K ' D B Y : ISSUE DATE DESCRIPTION 1. 22615 Highway 59 NorthRobertsdale, Alabama 36567Office: 251.947.3864Fax: 251.947.3138 ADAMS STEWART A R C H I T E C T S, L L C Architecture, Planning Interiors, Construction Administration P.O. Box 529 NEW STORE CONSTRUCTION, 9100 A PROTOTYPE 2.11.20 REVIEW/PERMIT SUBMITTAL 1 6 4 6 . 2 0 Virginia Avenue & 38th Street Fort Pierce FL 34947 2.4.20.20 MULTI-COMMENT REV Jinright & Associates Development Engineers 208 Greeno Road North Fairhope, Alabama 36532 P.O. Box 1929 Fairhope, Alabama 36533 Phone: (251) 928-3443 Fax: (251) 928-3665 jadengineers.com FL. CA-27624 Z A M / P W M P C J / P W M 3.6.04.20 FPUA AND FDEP RESUBMIT 6 / 1 8 / 2 0 2 0 4.6.18.20 COUNTY RESUBMITTAL SLOPE PAVED HEADWALLPIPE SIZESLOPEABCU. YD.(EACH)18"X11"4:15'-6"6'-0"1.0618"X11"3:15'-6"5'-0"0.9612"3:15'-0"5'-0"0.90 N O N - W O V E N G E O T E X T I L E F A B R I C W R A P P E D P I P E J O I N T D E T A I L P I P E D I A M E T E R / R I S E P I P E D I A M E T E R / R I S E PIPE DIAMETER/RISE D E T A I L O F C O N C R E T E V A L L E Y G U T T E R 2'-0"5"5"24""BROOKS B O X " D E T A I L NT S PROFILE VIEW 6"REQD., 24" NYLO P L A S T " D R A I N B A S I N " R I S E R R I M E L E V . 1 6 . 7 5 P L A N V I E W REQD., GR O U T R I S E R T O B A S E 15 LF 12" HDPE @ 0.25%28 LF 12" HDPE @ 0.25% R E Q D . , E N S U R E W A T E R T I G H T S E A L B E T W E E N R I S E R / H D P E A N D P R E - C A S T S T R U C T U R E W / N O N - S H R I N K H Y D R A U L I C C E M E N T E N T I R E C O N N E C T I O N T O B E E N C A P S U L A T E D W / G R O U T T O F O R M S M O O T H I N V E R T R E Q D . , 2 4 " D I A M . N Y L O P L A S T " D R A I N B A S I N " R I S E R REQD., MANHOLE RING & COVERTYPE III (FDOT INDEX NO. 201) ELEV. 18.5015 LF 12" HDPE @ 0.25%REQD., 12" HDPE INV. 15.96REQD., 24" DIAM. NYLOPLAST "DRAIN BASIN" RISERSUMP INV. 8.00 FINISHED GROUND R E Q D . , 1 2 " H D P E I N V . 1 2 . 0 7 REQD., 1 EA. 3" DIA.SCH 40 PVC ELBOW INV. 15.45REQD., GROUT RISER TO BASE R E Q D . , E N S U R E W A T E R T I G H T S E A L B E T W E E N R I S E R / H D P E A N D P R E - C A S T S T R U C T U R E W / N O N - S H R I N K H Y D R A U L I C C E M E N T E N T I R E C O N N E C T I O N T O B E E N C A P S U L A T E D W / G R O U T T O F O R M S M O O T H I N V E R T 2 8 L F 1 2 " H D P E @ 0 . 2 5 % 72" DIA PRE-CAST C O N C R E T E B A S E GRO O V E S L A B T O P S E C T I O N A P P R O X . 9 " 4' C 1 2 C I V I L D E T A I L S ( 4 ) S H E E T N O : P R O J E C T N O : D R A W N B Y : C H K ' D B Y : ISSUE DATE DESCRIPTION 1. 22615 Highway 59 NorthRobertsdale, Alabama 36567Office: 251.947.3864Fax: 251.947.3138 ADAMS STEWART A R C H I T E C T S, L L C Architecture, Planning Interiors, Construction Administration P.O. Box 529 NEW STORE CONSTRUCTION, 9100 A PROTOTYPE 2.11.20 REVIEW/PERMIT SUBMITTAL 1 6 4 6 . 2 0 Virginia Avenue & 38th Street Fort Pierce FL 34947 2.4.20.20 MULTI-COMMENT REV Jinright & Associates Development Engineers 208 Greeno Road North Fairhope, Alabama 36532 P.O. Box 1929 Fairhope, Alabama 36533 Phone: (251) 928-3443 Fax: (251) 928-3665 jadengineers.com FL. CA-27624 Z A M / P W M P C J / P W M 3.6.04.20 FPUA AND FDEP RESUBMIT 6 / 1 8 / 2 0 2 0 4.6.18.20 COUNTY RESUBMITTAL C 1 3 W A T E R C O N S T D E T A I L S S H E E T N O : P R O J E C T N O : D R A W N B Y : C H K ' D B Y : ISSUE DATE DESCRIPTION 1. 22615 Highway 59 NorthRobertsdale, Alabama 36567Office: 251.947.3864Fax: 251.947.3138 ADAMS STEWART A R C H I T E C T S, L L C Architecture, Planning Interiors, Construction Administration P.O. Box 529 NEW STORE CONSTRUCTION, 9100 A PROTOTYPE 2.11.20 REVIEW/PERMIT SUBMITTAL 1 6 4 6 . 2 0 Virginia Avenue & 38th Street Fort Pierce FL 34947 2.4.20.20 MULTI-COMMENT REV Jinright & Associates Development Engineers 208 Greeno Road North Fairhope, Alabama 36532 P.O. Box 1929 Fairhope, Alabama 36533 Phone: (251) 928-3443 Fax: (251) 928-3665 jadengineers.com FL. CA-27624 Z A M / P W M P C J / P W M 3.6.04.20 FPUA AND FDEP RESUBMIT 6 / 1 8 / 2 0 2 0 4.6.18.20 COUNTY RESUBMITTAL C 1 4 S E W E R C O N S T D E T A I L S S H E E T N O : P R O J E C T N O : D R A W N B Y : C H K ' D B Y : ISSUE DATE DESCRIPTION 1. 22615 Highway 59 NorthRobertsdale, Alabama 36567Office: 251.947.3864Fax: 251.947.3138 ADAMS STEWART A R C H I T E C T S, L L C Architecture, Planning Interiors, Construction Administration P.O. Box 529 NEW STORE CONSTRUCTION, 9100 A PROTOTYPE 2.11.20 REVIEW/PERMIT SUBMITTAL 1 6 4 6 . 2 0 Virginia Avenue & 38th Street Fort Pierce FL 34947 2.4.20.20 MULTI-COMMENT REV Jinright & Associates Development Engineers 208 Greeno Road North Fairhope, Alabama 36532 P.O. Box 1929 Fairhope, Alabama 36533 Phone: (251) 928-3443 Fax: (251) 928-3665 jadengineers.com FL. CA-27624 Z A M / P W M P C J / P W M 3.6.04.20 FPUA AND FDEP RESUBMIT 6 / 1 8 / 2 0 2 0 4.6.18.20 COUNTY RESUBMITTAL C 1 5 S E W E R P . S . D E T A I L S S H E E T N O : P R O J E C T N O : D R A W N B Y : C H K ' D B Y : ISSUE DATE DESCRIPTION 1. 22615 Highway 59 NorthRobertsdale, Alabama 36567Office: 251.947.3864Fax: 251.947.3138 ADAMS STEWART A R C H I T E C T S, L L C Architecture, Planning Interiors, Construction Administration P.O. Box 529 NEW STORE CONSTRUCTION, 9100 A PROTOTYPE 2.11.20 REVIEW/PERMIT SUBMITTAL 1 6 4 6 . 2 0 Virginia Avenue & 38th Street Fort Pierce FL 34947 2.4.20.20 MULTI-COMMENT REV Jinright & Associates Development Engineers 208 Greeno Road North Fairhope, Alabama 36532 P.O. Box 1929 Fairhope, Alabama 36533 Phone: (251) 928-3443 Fax: (251) 928-3665 jadengineers.com FL. CA-27624 Z A M / P W M P C J / P W M 3.6.04.20 FPUA AND FDEP RESUBMIT 6 / 1 8 / 2 0 2 0 4.6.18.20 COUNTY RESUBMITTAL NOTE: SEWER LIFT STATION DETAIL INCLUDED FOR REFERENCE. CONTRAC T O R T O R E F E R T O " P U M P S T A T I O N D E S I G N C A L C U L A T I O N S " D A T E D J U N E 1 , 2 0 2 0 A N D U P D A T E D J U N E 1 2 , 2 0 2 0 B Y I M E C I V I L & S U R V E Y I N G , L L C REFERENCE F.D.E.P. PROJECT # 0040075-323-DWC-CL AND COORDINATE WI T H F . P . U . A . B E F O R E A N Y W O R K I S T O B E G I N R . O . W . L E G E N D W W S S S S T E L T E L B E N C H M A R K C A P P E D R O D F O U N D C A P P E D R O D S E T R I G H T - O F - W A Y P R O P E R T Y L I N E P R O P E R T Y L I N E ( A D J A C E N T ) E X I S T . E A S E M E N T L I N E E X I S T . O V E R H E A D U T I L I T Y A N D U T I L I T Y P O L E E X I S T . G U Y W I R E A N D U T I L I T Y P O L E G U Y E X I S T . W A T E R L I N E E X I S T . S A N I T A R Y S E W E R L I N E E X I S T . T E L E P H O N E L I N E E X I S T . F E N C E L I N E E X I S T . P I P E P R O P O S E D S E T B A C K L I N E P R O P O S E D 6 " C O N C R E T E C U R B E X I S T . C O N C . P O W E R P O L E E X I S T . W A T E R M E T E R E X I S T . W A T E R V A L V E E X I S T . F I R E H Y D R A N T E X I S T . A S P H A L T P A V I N G E X I S T . C O N C R E T E P R O P O S E D L I G H T D U T Y A S P H A L T P R O P O S E D H E A V Y D U T Y A S P H A L T P R O P O S E D L I G H T D U T Y C O N C R E T E ( B R O O M F I N I S H ) P R O P O S E D H E A V Y D U T Y C O N C R E T E ( B R O O M F I N I S H ) E X I S T . 1 F O O T C O N T O U R E X I S T . 5 F O O T C O N T O U R E X I S T . G R A D E S P O T E L E V A T I O N P R O P O S E D 1 F O O T C O N T O U R P R O P O S E D 5 F O O T C O N T O U R 1 6 1 5 F I N I S H E D G R A D E E L E V A T I O N ( T O P O F C U R B ) F I N I S H E D G R A D E E L E V A T I O N D R A I N A G E D I R E C T I O N P R O P O S E D R I P R A P W / F I L T E R B L A N K E T W W V 1 4 1 5 P R O P O S E D 2 4 " C O N C R E T E C U R B & G U T T E R C P P E X I S T . L I G H T P O L E SAFEPSPS24"CHECKOUT SCENARIO SC9 RIGHT NO BELTGDM10PEPSIVR10COKEGDM10PEPSICOSMETICSVALANCE5 DOOR4 DOOR 4 DOOR COLD DRINKS5 DOOR3 DOOR96' L x 20" W x 78" H (24 SEC.)GATORADE COOLERFROZEN SINGLE SERVE NESTLE 4' L x 20" W x 78" H (1 SEC.)FRONT END MONSTER G534 GAL.SO U G E U G E U G E U G E UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E U T U T U T U T U T U T U T U T U T U T U T U T UTUTUTUTUTUTUTUTUTUTUTUTUTUTS89° 57' 19"W 255.31'N2° 11' 29"W 294.12' S2° 11' 46"E 320.31' U G E U G E U G E U G E U G E U G E U G E U G E ME T A L DU M P S T E R ME T A L DU M P S T E R 10 SPACES 4 SPACES 10 SPACES LOADING SPACE 9 SPACES 8 SPACE S F.F.E. 19.00FND 5/8" IR(NO ID)1.29' N1.26' E SET 5/8" IRC (LB8098) SET 5/8" IRC(LB8098) SET 5/8" IRC (LB8098) SET 5/8" IRC(LB8098)SDBSDB I P IPIP 1414 161718181716 16 1 7 18181716 18 17 16 1 6 1 7 1 8 17 16 16 17 18 18 1 8 1 8 1 7 17 1617 18 17 1 6 17181716161718181716 17151414151515 1617 15 1515 1 6 1 8 18 18 18 1818 C E P CEP D B A SBA SBA SBA1617OPOP A P P R O X . O U T F A L L L O C A T I O N 2 7 ° 2 5 ' 3 0 " N 8 0 ° 2 1 ' 4 5 " W O P S D B O P SBA 1 7 IPIP/OP IP/O P I P / O P I P CWA I P I P I P IPIPOP N89° 53' 42"E 229.37'PROPOSEDBUILDING9,100 SFOP D B A 15 15 151515151515 1 7 17 15 15 N43° 50' 21"E 35.96'SUBJECT PARCELSAPPROX. 1.80 AC 1 6 18 1 7 1 6 1818 1818 1 7 18 1 8 17 1 6 17 1 8 1 7 18 18 17 16 1617 18 17 S D B C 1 6 E R O S I O N C O N T R O L E R O S I O N C O N T R O L L E G E N D C E P C o n s t r u c t i o n E x i t P a d G S G r a s s S w a l e O P O u t l e t P r o t e c t i o n I P I n l e t P r o t e c t i o n S B A S e d i m e n t B a r r i e r ( S i l t F e n c e , T y p e A ) D B A D o u b l e S e d i m e n t B a r r i e r ( S i l t F e n c e , T y p e A ) B A B i o R e t e n t i o n A r e a S S S o l i d S o d T P T r e e P r o t e c t i o n W a t t l e s S i l t F e n c e ( S B A ) ( I N F E E T ) 0 1 i n c h = f t . G R A P H I C S C A L E 2 0 2 0 2 0 C O N S T R U C T I O N P H A S E S E Q U E N C E P H A S E O N E · I N S T A L L C O N S T R U C T I O N E N T R A N C E / E X I T · I N S T A L L T R E E P R O T E C T I O N · C L E A R A R E A R E Q U I R E D F O R S I L T F E N C E P L A C E M E N T · I N S T A L L S I L T F E N C E ( S B A ) P H A S E T W O · C O N S T R U C T A N D S T A B I L I Z E W A T E R Q U A L I T Y P O N D / S E D I M E N T B A S I N · I N L E T A N D O U T L E T P R O T E C T I O N T O B E I N S T A L L E D P H A S E T H R E E · D E M O L I T I O N A N D R E M O V A L O F D E M O D E B R I S · C L E A R / G R U B R E M A I N I N G S I T E A R E A S P H A S E F O U R · G R A D E S I T E T O R O U G H G R A D E S P H A S E F I V E · C O N S T R U C T U T I L I T I E S ( W A T E R , S E W E R ) · B U I L D I N G C O N S T R U C T I O N B E G I N S P H A S E S I X · C O N S T R U C T R O A D S ( P A V I N G , I N L E T P R O T E C T I O N , C U R B A N D G U T T E R , S I D E W A L K S ) · B U I L D I N G C O N S T R U C T I O N C O N T I N U E S P H A S E S E V E N · B U I L D I N G C O N S T R U C T I O N C O M P L E T E D · S T A B I L I Z E D I S T U R B E D A R E A S W I T H S O L I D S O D · I N S T A L L P E R M A N E N T L A N D S C A P I N G P H A S E E I G H T · R E M O V E B M P M E A S U R E S P H A S E N I N E · C O N V E R T S E D I M E N T B A S I N T O P E R M A N E N T F U N C T I O N B Y R E M O V I N G C A P T U R E D S E D I M E N T A N D I N S T A L L P E R M A N E N T V E G E T A T I O N I N D I S T U R B E D A R E A S . · P R O J E C T C O M P L E T E , F I N A L I N S P E C T I O N , F I L E N O T I C E O F T E R M I N A T I O N S H E E T N O : P R O J E C T N O : D R A W N B Y : C H K ' D B Y : ISSUE DATE DESCRIPTION 1. 22615 Highway 59 NorthRobertsdale, Alabama 36567Office: 251.947.3864Fax: 251.947.3138 ADAMS STEWART A R C H I T E C T S, L L C Architecture, Planning Interiors, Construction Administration P.O. Box 529 NEW STORE CONSTRUCTION, 9100 A PROTOTYPE 2.11.20 REVIEW/PERMIT SUBMITTAL 1 6 4 6 . 2 0 Virginia Avenue & 38th Street Fort Pierce FL 34947 2.4.20.20 MULTI-COMMENT REV Jinright & Associates Development Engineers 208 Greeno Road North Fairhope, Alabama 36532 P.O. Box 1929 Fairhope, Alabama 36533 Phone: (251) 928-3443 Fax: (251) 928-3665 jadengineers.com FL. CA-27624 Z A M / P W M P C J / P W M 3.6.04.20 FPUA AND FDEP RESUBMIT 6 / 1 8 / 2 0 2 0 4.6.18.20 COUNTY RESUBMITTAL N O T E S 1 . A L L E R O S I O N C O N T R O L M E A S U R E S A R E T O B E I N S T A L L E D A N D M A I N T A I N E D I N A C C O R D A N C E W I T H T H E L A T E S T F D E P S T A N D A R D S . 2 . A L L A R E A S L E F T U N A T T E N D E D F O R L O N G E R T H A N 1 4 D A Y S S H A L L B E C O V E R E D W I T H S E A S O N A L T E M P O R A R Y S E E D I N G A N D M U L C H I N G . 3 . A L L S L O P E S S H A L L B E T R A C K E D P E R P E N D I C U L A R T O T H E S L O P E . 4 . N O W O R K S H A L L C O M M E N C E U N T I L A L L A P P L I C A B L E E R O S I O N C O N T R O L M E A S U R E S H A V E B E E N I N S T A L L E D , I N S P E C T E D B Y T H E P R O J E C T E N G I N E E R , A N D A P P R O V E D . 5 . S T O R M W A T E R D E T E N T I O N P O N D O R S E D I M E N T B A S I N S H A L L B E C O N T R U C T E D , I N S P E C T E D , A N D A P P R O V E D P R I O R T O W O R K O N A N Y O T H E R T A S K , U N L E S S O T H E R W I S E A P P R O V E D B Y T H E P R O J E C T E N G I N E E R . 6 . A L L D I S T U R B E D A R E A S W I L L B E S O L I D S O D D E D O R S E E D & M U L C H ( S E E L A N D S C A P I N G P L A N ) . S I T E C O N S T R U C T I O N D E B R I S D I S P O S A L N O T E : A D U M P S T E R O F S U I T A B L E S I Z E S H A L L B E O N - S I T E D U R I N G A L L P H A S E S O F C O N S T R U C T I O N A C T I V I T I E S A N D E M P T I E D A T A S U I T A B L E P E R M I T T E D D I S P O S A L S I T E A N D R E P L A C E D A S N E E D E D T H R O U G H O U T T H E D U R A T I O N O F T H E P R O J E C T . A L L D I S P O S A L S H A L L M E E T A L L L O C A L , S T A T E , A N D F E D E R A L C O D E S A N D R E G U L A T I O N S . R A I N F A L L I N S P E C T I O N N O T E : A L L E R O S I O N C O N T R O L S S H A L L B E I N S P E C T E D B Y A Q U A L I F I E D P E R S O N W I T H I N 2 4 H O U R S O F A R A I N F A L L E V E N T O F 1 2 I N C H O R G R E A T E R A N D R E P A I R E D A S N E E D E D . S I T E S U R V E Y P R O V I D E D B Y : 8 w w w . e d c - i n c . c o m E N G I N E E R S S U R V E Y O R S E N V I R O N M E N T A L 1 0 2 5 0 V I L L A G E P A R K W A Y U N I T 2 0 1 P O R T S T . L U C I E , F L 3 4 9 8 7 ' 7 7 2 - 4 6 2 - 2 4 5 5 S S ( S o l i d S o d / S e e d & M u l c h ) A l l A r e a s R e q u i r e d T o B e P r o p e r l y S t a b i l i z e d C 1 7 E R O S I O N D E T A I L S T Y P I C A L S I L T F E N C E I N S T A L L A T I O N S I L T F E N C E S E C T I O N S P E C I F I C A T I O N S W I D T H = F U L L W I D T H O F V E H I C U L A R S T O N E S I Z E = 1 1 / 2 " T O 3 1 / 2 " D I A . P R O V I D E P E R I O D I C T O P D R E S S I N G W I T H C O A R S E A G G R E G A T E N . S . A . R - 2 ( 1 . 5 " - 3 . 5 " ) G E O T E X T I L E U N D E R L I N E R E Q U I R E D A S H A R D S U R F A C E P U B L I C R O A D A C C E S S , 2 0 ' M I N I M U M . 2 ' S T O N E , A S N E C E S S A R Y . 2 0 ' M I N . 6 " M I N . M I N I M U M 5 0 ' SURFACE ROUGHENING S T O N E P A D C O N S T R U C T I O N E X I T STORMSEWERPIPE<1% GRADE d d 3 x d 6 x dPLAN VIEWSITE VIEWRIPRAP OUTLET PROT E C T I O N 6 x d 12" MIN. A A C O N C R E T E W A S H O U T S I G N D E T A I L S T A P L E D E T A I L T E M P O R A R Y C O N C R E T E W A S H O U T F A C I L I T Y P L A N S E C T I O N A - A T Y P I C A L I N L E T E R O S I O N C O N T R O L G E N E R A L N O T E S S H E E T N O : P R O J E C T N O : D R A W N B Y : C H K ' D B Y : ISSUE DATE DESCRIPTION 1. 22615 Highway 59 NorthRobertsdale, Alabama 36567Office: 251.947.3864Fax: 251.947.3138 ADAMS STEWART A R C H I T E C T S, L L C Architecture, Planning Interiors, Construction Administration P.O. Box 529 NEW STORE CONSTRUCTION, 9100 A PROTOTYPE 2.11.20 REVIEW/PERMIT SUBMITTAL 1 6 4 6 . 2 0 Virginia Avenue & 38th Street Fort Pierce FL 34947 2.4.20.20 MULTI-COMMENT REV Jinright & Associates Development Engineers 208 Greeno Road North Fairhope, Alabama 36532 P.O. Box 1929 Fairhope, Alabama 36533 Phone: (251) 928-3443 Fax: (251) 928-3665 jadengineers.com FL. CA-27624 Z A M / P W M P C J / P W M 3.6.04.20 FPUA AND FDEP RESUBMIT 6 / 1 8 / 2 0 2 0 4.6.18.20 COUNTY RESUBMITTAL S T R A W W A T T L E S N O T E S : S L O P E I S O M E T R I C S L O P E S E C T I O N 1 " x 1 " S T A K E C 1 8 T R A F F I C C O N T R O L T R A F F I C C O N T R O L P L A N S H E E T N O : P R O J E C T N O : D R A W N B Y : C H K ' D B Y : ISSUE DATE DESCRIPTION 1. 22615 Highway 59 NorthRobertsdale, Alabama 36567Office: 251.947.3864Fax: 251.947.3138 ADAMS STEWART A R C H I T E C T S, L L C Architecture, Planning Interiors, Construction Administration P.O. Box 529 NEW STORE CONSTRUCTION, 9100 A PROTOTYPE 2.11.20 REVIEW/PERMIT SUBMITTAL 1 6 4 6 . 2 0 Virginia Avenue & 38th Street Fort Pierce FL 34947 2.4.20.20 MULTI-COMMENT REV Jinright & Associates Development Engineers 208 Greeno Road North Fairhope, Alabama 36532 P.O. Box 1929 Fairhope, Alabama 36533 Phone: (251) 928-3443 Fax: (251) 928-3665 jadengineers.com FL. CA-27624 Z A M / P W M P C J / P W M 3.6.04.20 FPUA AND FDEP RESUBMIT 6 / 1 8 / 2 0 2 0 4.6.18.20 COUNTY RESUBMITTAL P O S T E D S P E E D L I M I T L I M I T 4 5 S P E E D L I M I T 2 5 S P E E D P O S T E D S P E E D L I M I T ( S 3 8 t h S T ) ( V I R G I N I A A V E )