ull@ifj/1, 5307 n. davis hwy wiljw@

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OLSON LAND PARTNERS, LLC :"w;;.; [st.tte Atqaisitiims ,~ OevetopmerJt

4300 Legendary Drive, Suite 234 Destin, Florida 32541

T: 850.650.4353 F: 850.650.3881

Project:PENSACOLA, FLORIDA, ESCAMBIA COUNTY ull@ifJ/1, WilJW@

A II T O S _P A

5307 N. Davis Hwy5307 N. DAVIS HWY

UTILITY AND GOVERNING AUTHORITIES CONTACT LIST=

BUILDING & ZONING GAS CITY OF PENSACOLA PENSACOLA ENERGY 2849 N. PALAFOX ST. 1625 ATWOOD DR. PENSACOLA, FL, 32501 PENSACOLA, FL, 3251 4 CONTACT: TOM LUCIA CONTACT: l)IANE MOORE

EMAIL: [email protected]: (850) 435-1679 FAX: (850) 595-1470 TELEPHONE: (850) 435-1800

FAX: (850) 435-1827 ELECTRIC GULF POWER CITY ENGINEER 1 ENERGY PL. CITY OF PENSACOLA PENSACOLA, FL, 32520 2757 N PALAFOX ST. CONTACT: PENSACOLA, FL, 32501 EMAIL: CONTACT: BRAD HINOTE TELEPHONE: (800) 225-5797 TELEPHONE: (850) 435-1646

FAX: (850) 435-1012 WATER & SEWER EMERALD COAST UTILITY AUTHORITY 9255 STURDEVANT ST. PENSACOLA, FL, 32514 CONTACT: TIFFANIE NICKSON EMAIL: [email protected] TELEPHONE: (850) 969-6534 FAX: (850) 969-1759

Approved ESCAMDIA COUNTY DRC PLAN REVIEW

'

This document has been reviewed in accordance with the requirements of applicable Escambia County Regulations and Ordinances, and does not in any way relieve the submitting Architect, Engineer, Surveyor or other signatory from responsibility of details as drawn. A Development Order (DO) must be obtained through the Development Review Process prior to the commencement of construction. This _DO approval does not constitute approval by any other agency. All add1t1onal state/federal permits shall be provided to the county prior to approval of a final plat or the issuance of state/federal permits shall be provided to the county prior to approval of a final plat or the issuance of a building permit.

PROJECT NOTES=

Pensacola, FL 32503

Designer's Information:

314 E. Bayou Road Thibodaux, LA 70..101 -Offit:e: 985.447.0090 Fax: 985-447-70 □ 9DDG

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www.ddgpc.comDUPLANTIS DESIGN GROUP

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C~ni.OVA. ·. s'.O,Ltj;(tHJN$ .

SHEET INDEX 1. C0.00................CIVIL COVER SHEET 2. 1. ...................... SURVEY PLAT 3. C1 .00 ................ EROSION AND SEDIMENT CONTROL (PHASE 1) 4. C1.10................ EROSION AND SEDIMENT CONTROL (PHASE 2) 5. Cl .20................EROSION CONTROL DETAILS 6. C2.00................ SITE PLAN 7. C3.00................DIMENSIONAL CONTROL PLAN 8. C4.00................ SURFACE GRADING & STORMWATER DRAINAGE PLAN 9. C4.20................ CONCRETE DETAILS 10. C5.00................STRIPING & SIGNAGE PLAN 11. CS.1 O................STRIPING DETAILS 12. C5.20 ................ TRAFFIC SIGNAGE DETAILS 13. C6.00 ................ UTILITY PLAN 14. C6.21 ................ STORMWATER DETAILS 15. C6.31 ................ WATER & SEWER DETAILS 16. L 1. 1 ..................LANDSCAPE PLANTING PLAN 17. L 1.2 ..................LANDSCAPE PLANTING DETAILS

No. 3665!5

OFESSIONA

18. L 1 .3 ..................LANDSCAPE PLANTING SPECS 4-21-202119. L2. 1 ..................IRRIGATION PLAN

20. L2.2..................IRRIGATION DETAILS 21. L2.3..................IRRIGATION DETAILS 22. L2.4.................. IRRIGATION SPECIFICATIONS

ft' THIS SET OF COCOMEN T'S INCLUSIVE OF DRAWING.S, SPEC11'1CATIONS, ,t,._N;J AOQE:"-;OUMS MAY NOT BE COPIED. SCANNED, NOR ELCCTRONICALI.Y D!STRIGUTEl) GR usrn

FOR CONSTRLJC;IQN WITHOUT THE EXPRESSt=D WR.ITTtON CONSENT 01'" GRACf. Hf.BER"':" CURT!S

ARCHITECTS, >'.PAC. NO Pl_Ml ROOM_ ELECTRONIC PLAN SfRVICf. ilNl ERNET p:_AN SERVICE), NOR

REP~OQUCTION COMPMsiY SHALL BE PERMITTECI l"Q PO~T THF..SF DOCUMENTS WITHOUT -=-HE EXPRESSED

WRITTEN CONSENT OF 7 :ii': ARCHll'E:CT, GRACf HfBERT CURTIS ARCI-IITECTS. APAC

SITE LOCATION MAP SCALE, 1• • 2000' STATUS

04/21/21

Sheet Reviisons

DOG PROJECT • 19-595 # Date Description

1. THIS PROJECT IS BEING CONSTRUCTED WITHIN THE BOUNDARIES OF ESCAMBIA COUNTY.

i cc 2. THE CONTRACTOR SHALL ENSURE THAT ALL GOVERNMENTAL REQUIRED INSPECTIONS, ALONG DEVELOPER WITH THOSE REQUIRED BY PRIVATE UTILITIES, ARE PERFORMED PRIOR TO TURNING THE~

(.) BUILDING OVER TO TIDAL WAVE AUTO-SPA. Sheet Title: g

0 3. THE SITEWORK FOR THIS PROJECT SHALL MEET OR EXCEED SITEWORK RECOMMENDATIONS OLSON LAND PARTNERS, LLC CIVIL COVER SHEET (.) SET FORTH IN THE GEOTECHNICAL REPORT DATED NOVEMBER 25, 2020 PREPARED BY

m '° ECS SOUTHEAST, LLP. OR THE SITEWORK SPECIFICATIONS FOR ESCAMBIA COUNTY, 4300 LEGENDARY DRIVE,WHICHEVER IS MORE STRINGENT.

I ~

4. THE CONTRACTOR SHALL CONTACT HOME DEPOT PROJECT MANAGER (ALLAN WILLIAMS, SUITE 234 (770)548-1642) 14 DAYS IN ADVANCE TO ATTEND THE PRE-CONSTRUCTION MEETING.

0 MEETING SHALL TAKE PLACE ONSITE IN CONSTRUCTION TRAILER. DESTIN, FLORIDA, 325410 0

I! 5. WORK OUTSIDE OF THE CARVE OUT PARCEL, BUT ON THE HOME DEPOT PARCEL SHALL Project Number: 19-595G (850) 650-4353FOLLOW THE HOME DEPOT SITE SPECIFICATION REFERENCE FOR CARVE OUT.

-3: Sheet Number: C < 9

C0.00•(.)..-➔ L....----------------------------------------------------------------------------------------------------------------------------------'

mailto:[email protected]


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SITE PHOTOGRAPH

LEGAL DESCRIPTION:

PARCEL "C", HOME DEPOT PARK, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 19, PAGE 16, OF THE PUBLIC RECORDS OF ESCAMBIA COUNTY, FLORIDA,

GRAPHIC SCALE 20 0 20

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PARCEL /IJ,: 48/S.102/15000/HII \ P.A.RCEL ''A" HOME DEPOT PARK \

(PLAT BOOK 19, PAGES t6)

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SURVEY REPORT-

1. UNLESS DIGITALLY SIGNED AND SEALED, THIS SURVEY MAP AND/OR REPORT OR THE COPIES HEREOF ARE NOT VALID wr™our THE ORIGINAL SIGNAruRE AND SEAL OF A FLORIDA LICENSED SURYEYOR AND MAPPER. ADDlllONS OR DELE110NS TO SURVEY MAPS OR REPORTS BY OTHER THAN TI-IE SIGNING PARTY OR PARTlES ARE PROHIBITED WITI-iOUT YiRlfilN CONSENT OF THE SIGNING PARTY OR PARTIES.

2. THIS OFACE HAS NOT ABSTRACTED THE SUBJECT PARCEL FOR ANY RECORDED CLAIMS OF TITlE EASEMENTS OR RESTRICTIONS. TI,E PRESENCE OR ABSENCE OF ANY SUCH CLAIMS IS NOT CERTIFIED HEREON.

J. NO UNDERGROUND IMPROVEMENTS OR UTILITIES WERE LOCATEO EXCEPT THOSE SHOWN HEREON.

4. UNLESS NOTED OTHERWISE, NO UNDERGROUND FOUNDATIONS WERE LOCA1ED.

5. THE PROPERTY SHOYtN HEREON APPEARS TO LIE IN FLOOD ZONE •x• ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY NUMBER 120080, PANEL NUMBER 0:580, SUFFIX G, EFFECTIVE 9/29/2006, FOR ESCAMBIA COUNTY, FLORIDA.

6. NO EVlDENCE OF RECENT EARTH MO\r1NG WORK, BUILDING CONSTRUCTION, OR BUILDING ADDITIONS WAS OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK REFLECTED HEREON.

7. THERE ARE NO BUILDINGS ON THE SUBJECT PARCEL.

8. THERE ARE NO STRIPED PARKING STALLS ON THE SUBJECT PARCEL

9. AN INSURANCE CERTIFICATE IS AVAILABLE UPON REQUEST.

10. NO ZONING LEfilR CR REPORT WAS PROVIDED.

11. BEARING BASIS: FIELD AND CALCULATED BEARINGS SHOWN HEREON ARE BASED ON NORTH AMERICAN DATUM 19B3, ADJUSTMENT OF 2011, FLORIDA NORTH ZONE, RESULTING IN A BEARING OF N0,4.',4il'04"W ALONG THE YIEST RIGHT-OF-WAY LINE OF DAVIS HIGHWAY.

MAP OF SURVEY

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HALLL' J'LWPEIITIES, LLC. /'ARCE[,[/).: 48/S302//50001/04

PARC/~/. "D" HOME DEPOT PARK

(PLAT BOOK 19, PAGES 16)

SUBJECT PARCEL PARCEL "C" HOME DEPOT PARK

(PLAT BOOK 19, PAGES 16) {CONTAINING 56,240 S.F., 1.29 ACRES. PER PLAT)

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MANHOLE I TOP EL: 99,25'

N INV. EL: B9.BJ' \ E INV. EL: B9.78'

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15' FRONT YARD LINE PER PU\Tl

97.70'

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BENCHMARKS:

CONTROL BENCHMARK: STATION IS A FDOT BRASS DISK "48-11-EOBV" LOCATED IN TOP OF THE CONCRETE BASE OF A CONCRETE ANCHOR POLE.

EL.: 100.29' (NAVD'88)

TBM ,11: STATION IS A NAIL AND DISK STAMPED "EBI LB-7652" LOCATED 117.9" SOUTHEAST OF THE NORTHEAST CORNER OF SUBJECT PARCEL.

EL: 96.80' (NAVD'88)

TBM #2: STATION IS A NAIL AND DISK STAMPED "EBI LB-7652" LOCATED 3. 7' SOUTHEAST OF THE NORTHERNMOST SOUTHEAST CORNER OF SUBJECT PARCEL.

EL.: 98.56' (NAVD'88)

l.EGF.NIJ

AllllRfYIATIQNS >t, AIR cotOTIONER IW. INVERT HJA AMERICN-IS 'M1H DISIBIL.ITIES K,T LB LICENSED BUSINESS NUMBER 10 IDEITTlACATIOH LP LIGHT POLE (C) CALCULATED MEASUREMENT LS LICENSED SUIMYOR CO CL.fAN OUT MW MDNf'fORll'JG WEU. COt<K: CONCRETE NAW NClRTfi AMERICAN VERTIC>J.. DATUM CSW CONCRETE SIDEWALK t£VD NATIO"-'l. GEOOETlC VEROCAL DATUM (D) DEED MEi\51.JREWENT - CALL OHW OYERtiEAD ~RE EBX ElfCTRIC BOX ORB OFFlCL'J.. RECORDS BOOK EL ElfVATlON (P) fl.AT WEASUREMENT - r.AU. EW ELECTRIC WETER PP POWER POLI (F) FIELD M[A.SUREMENT PRM PERMANENT REFERE~E MONUMENT FOOT FlORIDA DEPAlfl'MENT OF PSM l'ROFESSIOtw. SllfMYOR ,t MAPPER

lRANSPOIHATION R/W RIGH'HlF-WAY F.F. FINISHED FLOOR SCIR SET CAl'l'ED IRON ROD FCIR FOUND CAPPED RON ROD SND SET HAIL AND DISK Fthl FOlND COICRffi l,tOOl,J\,\00 ~ SEWEii: IIALvt FIP FOUND IRON PiPE lBM TEMl'ORAAY BENCHMARK FIR FOUND IRON ROD WM WATER METER FNO FOUND f.Wl »ID DISK YN WATER VALVE FPP FOUND PINCHED PIPE

.,,.. '"""""o~EE LOCATIONiw:mow PREVENTION DEVICE ~ eC CABLE RISER o'o (SIZE AND T'rf'E f,S OOTED)

Gll!!l GRATE •LET 1 LlllUIY Fl.AG ELECTRIC@ SANITARY SEWER STRUCTURE llllLIIY FlAG COMWUNICATIONS

~'1- 1 UllUJY Fl.AG GAS

+'\.,Q· SPOT ELEVATION 4 UlllllY FlAG RECI.AIMEll WATER1@ STORM STRUCTURE 1 LlllUIY Fl.AG SAHITARY/STORW SEWER

eT TEL£PHONE PEDESTAL UTILITY Fl.AG WATER1 Ill TRAFFlC SIGNAL JLINCTION BOX

,0. ,.., TRAFFlC SIGNAL POLE WOOO FENCE~-~-~-(UNLESS OTHERWISE IJE'SIG~TID)

ldETAL FENCE --X--X-<$1 F1RE HYDRANT ~SGN l'VC FENCE

• BOLl.ARD

TO OLSON LAND PARTNERS, LLC:

THIS IS TO CERTIFY THAT THIS MAP OR PLAT ANO THE SURVEY ON 'NHICH IT IS BASED 'w'ERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTI.. Y ESTABLISHED AND ADOPTED BY AlTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 5, 6(A), 7(A), 8, 9, 13, 16 AND 20 OF TABLE A THEREOF.

THE FIELDWORK WAS COMPLETED ON 10/27/2020.

AND

I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY DIRECTION AND MEETS THE STANDARDS OF PRACTICE REQUIREMENTS OF CHAPTER 5J-17 Of THE FLORIDA ADMINISTRATIVE CODE.

11/10/2020

JOHN KENNETH CARR DA TE: SIGNED PROFESSIONAL SURVE:YOR ANO MAPPER FLORIDA REGJSTRA TION NUMBER LS-5195 EMAIL: [email protected]

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REVISIONS: APPD.

DATE OF SURVEY: 10/27/2020 DRAWN: SDT

CHECKED: JKC REVISION: FILE: DL04ALTAX.dw9

PROJECT NUMBER:

OLSN0004

SHEET NO.

OF 1

CENTRAL ANGLE: 90"07'14"(F) 89"59'32"(C) CHORD: S66"49'33"E, 24.07'(F) S62"56'59"E, 24.04'(P) RADIUS: 17.00'(F)(P) ARC: 26.74'(F) 26.70'(P)

CENTRAL ANGLE: 21"47'53"(F) 21•47•1s"(c)

CHORD: N78'59'11"E. 71.09'(F) N82'56"40"E, 71.06'(P) RADIUS: 188.00"(F)(P)

,~ ARC: 71.52'(F)x'0 71.49'(P)

HO.IEE IJEPOT I 'SA, /.\'C. PARCEL J[).: ./8/S302115110000/

PARCEL "A" r!OME DEPOT PARK

(PLAT BOOK 19, PAGES 16)

N89"51 "36"E(F) 11.50'(F) I 37.67'(F) N19"36'18"E(P)

S86"09'41"E(P) 11.50'(P)-,;c/'s::-37.70'(P) I

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OLSON LAND PARTNERS, LLC Real Est;ite Ai..qui,;itiuris &Devekipment


T: 850.650.4353 F: 850.650.3881

Project:

A U T 0 s ' •

5307 N. Davis Hwy Pensacola, FL 32503


DDG .___ 314 E. Bayou Road

Thibodaux, LA 70301 -Office: 965.447.0090 Fax: 985.447.7009


SEAL: Not For Construction

4-21-2021

© THIS SET OF DOCUMENTS INCLUSIVE OF DRAWINGS, SPECIFICATIONS, AND ADDENDUMS MAY NOT BE COPIED, SCANNED, NOR ELECTRONICALLY DISTRIBUTED OR USED

FOR CONSTRUCTION WITHOUT THE EXPRESSED WRITTEN CONSENT OF GRACE HEBERT CURTIS

ARCHITECTS, APAC. NO PLAN ROOM, ELECTRONIC PLAN SERVICE (INTERNET PLAN SERVICE), NOR

REPRODUCTION COMPANY SHALL BE PERMITTED TO POST THESE DOCUMENTS WITHOUT THE EXPRESSED

WRITTEN CONSENT OF THE ARCHITECT, GRACE HEBERT CURTIS ARCHITECTS, APAC

STATUS 04/21/21

Sheet Reviisons

Date# Description

Sheet Title:

EROSION CONTROL PLAN (PHASE 1)

Project Number: 19-595

Sheet Number:

C1.00

t:o ,:;.o,-v,..' ('.Ou •t.'frnfH, ·.

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NOTE: ENTIRE SITE IS WITHIN 20-YEAR WHPA. THE SUBJECT PARCEL FALLS WITHIN THE TRAVEL TIME CONTOUR OF A PROTECTED (POTABLE) WELLHEAD. CONTRACTORS SHALL BE RESPONSIBLE FOR REPORTING SPILLS OF POTENTIALLY HAZARDOUS SUBSTANCES (i.e. GASOLINE, DIESEL FUEL, HYDRAULIC FLUID, CLEANING PRODUCTS, CHEMICALS, ETC.) TO THE APPROPRIATE STATE (FDEP STATE WARNING POINT 1-800-320-0519) & LOCAL ( ECUA-EMERALD COAST UTILITIES AUTHORITY (850)476-5110 & ESCAMBIA COUNTY HEALTH DEPARTMENT (850)595-6712.

ACREAGE SUMMARY

TOTAL PROJECT AREA +/- 1.29 ACRES

DISTURBED AREA +/- 1.29 ACRES

UNDISTURBED AREA +I- 0.00 ACRES

LEGEND - NEW IMPROVEMENTS

------ - - - -

PROPOSED BUILDING

PROPERTY LINE

LIMITS OF DISTURBANCE

"T"'T

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@ SWPPP INFORMATION SIGN

@ TEMPORARY CONSTRUCTION EXIT

® SILT FENCE

1.·.·.·.1 A

@ TEMPORARY SEDIMENT BASIN

@ CONSTRUCTION FENCE

SCALE IN FEET

30' 15' 0 30' 60' 90'

THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING & MAINTAINING EROSION & SEDIMENTATION

CONTROL MEASURES (SILT FENCING, ETC.) DURING ALL PHASES OF CONSTRUCTION

CONTRACTOR SHALL GRADE THE BUILDING PAD TO DRAIN TO THE DIVERSION DITCHES.

EROSION CONTROL NOTES, 1. SEDIMENT & EROSION CONTROL FACILITIES & STORM DRAINAGE FACILrnES SHAil BE INSTALLED PRIOR TO ANY OTHER

CONSTRUCTION. 2. CONTRACTOR SHALL MAINTAIN EROSION CONTROL FACILrnES DURING THE ENTIRE CONSTRUCTION PERIOD. FACILITIES ARE

NOT TO BE REMOVED UNTIL COMPL£TION OF THE PROJECT. 3. ADDITIONAL DEVICES MAY BE REQUIRED AS DEEMED NECESSARY BY GOVERNING AUTHORITIES. 4. SILT FENCES SHALL BE CLEANED OR REPLACED WHEN SILT BUILDS UP TO 1' FROM THE BOTTOM OF THE FENCE. 5. EROSION CONTROL MEASURES ARE TO BE INSPECTED WEEKLY & AFTER EACH RAINFALL & REPAIRED AS NECESSARY. 6. ALL GRADED AREAS SHALL BE STABILIZED WITH A PERMANENT FAST GROWING COVER &/OR MULCH UPON COMPLETION OF

GRADING OPERATIONS. COMPLETION OF GRADING OPERATIONS DOES NOT MEAN AT THE END OF THE PROJECT. AS SOON AS FINAL GRADES ARE ESTABLISHED IN AN UNPAVED AREA, THE CONTRACTOR SHALL STABILIZE WITH A TEMPORARY GRASS OR PERMANENT SOD. IF A TEMPORARY GRASS IS APPLIED, IT WILL BE THE CONTRACTOR'S RESPONSIBIUITY TO APPLY A PERMANENT SEED OR SOD AT THE PROPER TIME OF YEAR.

7. FILL SLOPES SHOULD BE PLANTED AS SOON AS AN AREA OF THE SITE IS BROUGHT TO FINAL GRADE. SURFACE RUNOFF SHALL BE INTERCEPTED AT THE TOP OF TEMPORARY & PERMANENT SLOPES DURING CONSTRUCTION SO THAT WATER IS NOT ALLOWED TO FLOW OVER THE SLOPE FACE.

8. THE GENERAL CONTRACTOR & THE GRADING CONTRACTOR SHALL REVIEW THEIR GRADING SEQUENCE TO INSURE THAT THE LEAST AMOUNT OF LAND POSSIBLE AT ANY ONE TIME IS DISTURBED WITHOUT PERMANENT STABILIZATION.

9. CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES PRIOR TO ANY EARTHWORK OPERATIONS. 10. CONTRACTOR SHALL MAINTAIN SILT FENCES FOR THE DURATION OF THE PROJECT UNTIL ACCEPTED BY THE OWNER AT NO

EXPENSE TO OWNER. 11. CONTRACTOR SHALL INSPECT ON A DAILY BASIS FOR NEEDED REMOVAL OF ANY ACCUMULATED SILTS, DEBRIS, OR REPAIR

OF DAMAGED SILT FENCE AT NO ADDITIONAL EXPENSE TO OWNER. 12. PRIOR TO CONSTRUCTION, THE EROSION & SEDIMENT CONTROL MEASURES SHOWN HEREON SHAil BE IN PLACE.

CLEARING & GRUBBING OPERATIONS WILL BE ENGAGED IN ONLY AS NECESSARY TO ALLOW THE PLACEMENT OF EROSION & SEDIMENT CONTROL MEASURES AS SHOWN HEREON UNTIL ALL SUCH MEASURES ARE IN PLACE.

13. LAND DISTURBING ACTIVITIES WILL BE KEPT TO A MINIMUM & WILL NOT EXTEND BEYOND THE LIMITS SHOWN. 14. SEDIMENT & EROSION CONTROL MEASURES WILL BE INSPECTED ON A DAILY BASIS & WILL BE REPAIRED, ADJUSTED &

MAINTAINED AS NEEDED OR REQUIRED BY GOVERNING AGENCIES AT NO ADDITIONAL EXPENSE TO THE OWNER TO PROVIDE EROSION & SEDIMENT CONTROL FOR THE DURATION OF CONSTRUCTION & UNTIL ALL DISTURBED AREAS ARE STABILIZED.

15. THE CONTRACTOR IS RESPONSIBLE FOR COMPL£TING THE "PRIME CONTRACTOR CERTFICATION" & "THE MONTHLY INSPECTION REPORT & CERTFICATION FORM FOR EROSION & SEDIMENT CONTROLS" LOCATED IN THE SITEWORK SPECIFICATIONS & SUBMITTING THE FORMS TO THE OFACE OF POLLUTION CONTROL.

16. THE CONTRACTOR SHALL ALSO CONSTRUCT THE SILT FENCING AS SHOWN AT THE PERIMffiR OF THE SITE PLAN PRIOR TO LAND CLEARING ACTIVITIES.

17. ALL EROSION CONTROL MEASURES EXCEPT THE REQUIRED RIP RAP ARE TEMPORARY DEVICES. THESE TEMPORARY DEVICES SHALL BE REMOVED PRIOR TO COMPLETION OF CONSTRUCTION ONCE STABILIZATION OF ALL GRASSED AREAS ARE COMPLETE.

18. STAGING SHAil OCCUR ONLY WITHIN THE LIMITS OF CONSTRUCTION.

BMP MAINTENANCE EROSION NOTES, ALL MEASURES STATED ON THIS SITE MAP, & IN THE STORM WATER POLLUTION PREVENTION PLAN, SHAil BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION & SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, & REPAIRED IN ACCORDANCE WITH THE FOLLOWING:

1. INLET PROTECTION DEVICES & BARRIERS SHAil BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DffiRIORATION.

2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, & RESEEDED AS NEEDED.

3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-HALIF THE HEIGHT OF THE SILT FENCE.

4. THE CONSTRUCTION EXITS SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION EXITS AS CONDITIONS DEMAND.

5. THE TEMPORARY PARKING & STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING & STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AREA AS CONDITIONS DEMAND.

6. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONAL AT ALL TIMES. SEDIMENT SHAil BE REMOVED FROM SEDIMENT BASINS OR TRAPS WHEN THE DESIGN CAPACITY HAS BEEN REDUCED BY 50%.

7. PRIOR TO LEAVING THE SITE, ALL VEHICLES SHAil BE CLEANED OF DEBRIS. ANY DEBRIS &/OR SEDIMENT REACHING THE PUBLIC STREET SHAil BE CLEANED IMMEDIATELY BY A METHOD OTHER THAN FLUSHING.

EXISTING SUMMARY IMPERVIOUS - 0.11 ACRES PERVIOUS - 1.18 ACRES

PROPOSED SUMMARY IMPERVIOUS - 0.99 ACRES PERVIOUS - 0.30 ACRES

www.ddgpc.com

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.< 0,,.

NQIE: ENTIRE SITE IS WITHIN 20-YEAR WHPA. THE SUBJECT PARCEL FALLS WITHIN THE TRAVEL TIME CONTOUR OF A PROTECTED (POTABLE) WELLHEAD. CONTRACTORS SHALL BE RESPONSIBLE FOR REPORTING SPILLS OF POTENTIALLY HAZARDOUS SUBSTANCES (i.e. GASOLINE, DIESEL FUEL, HYDRAULIC FLUID, CLEANING PRODUCTS, CHEMICALS, ETC.) TO THE APPROPRIATE STATE (FDEP STATE WARNING POINT 1-800-320-0519) & LOCAL ( ECUA-EMERALD COAST UTILITIES AUTHORITY (850)476-5110 & ESCAMBIA COUNTY HEALTH DEPARTMENT (850)595-6712.

EROSION CONTROL NOTES, 1. SEDIMENT & EROSION CONTROL FACILITIES & STORM DRAINAGE FACILITIES SHALL BE INSTALLED PRIOR TO Af<f OTHER

CONSTRUCTION. 2. CONTRACTOR SHALL MAINTAIN EROSION CONTROL FACILITIES DURING THE ENTIRE CONSTRUCTON PERIOD. FACILITIES ARE

NOT TO BE REMOVED UNTIL COMPLETION OF THE PROJECT. 3. ADDmONAL DEVICES MAY BE REQUIRED AS DEEMED NECESSARY BY GOVERNING AUTHORITIES. 4. SILT FENCES SHALL BE CLEANED OR REPLACED WHEN SILT BUILDS UP TO 1' FROM THE BOTTOM OF THE FENCE. 5. EROSION CONTROL MEASURES ARE TO BE INSPECTED WEEKLY & AFTER EACH RAINFALL & REPAIRED AS NECESSARY. 6. ALL GRADED AREAS SHALL BE STABILIZED WITH A PERMANENT FAST GROWING COVER &/OR MULCH UPON COMPLETION OF

GRADING OPERATIONS. COMPLETION OF GRADING OPERATIONS DOES NOT MEAN AT THE END OF THE PROJECT. AS SOON AS FINAL GRADES ARE ESTABLISHED IN AN UNPAVED AREA, THE CONTRACTOR SHALL STABILIZE WITH A TEMPORARY GRASS OR PERMANENT SOD. IF A TEMPORARY GRASS IS APPLIED, IT WILL BE THE CONTRACTOR'S RESPONSIBIUTY TO APPLY A PERMANENT SEED OR SOD AT THE PROPER TIME OF YEAR.

7. FILL SLOPES SHOULD BE PLANTED AS SOON AS AN AREA OF THE SITE IS BROUGHT TO FINAL GRADE. SURFACE RUNOFF SHALL BE INTERCEPTED AT THE TOP OF TEMPORARY & PERMANENT SLOPES DURING CONSTRUCTON SO ntAT WATER IS NOT ALLOWED TO FLOW OVER THE SLOPE FACE.

8. THE GENERAL CONTRACTOR & THE GRADING CONTRACTOR SHALL REVIEW THEIR GRADING SEQUENCE TO INSURE ntAT THE LEAST AMOUNT OF LAND POSSIBLE AT ANY ONE TIME IS DISTURBED WITHOUT PERMANENT STABILIZATION.

9. CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTON ENTRANCES PRIOR TD ANY EARTHWORK OPERATIONS. 10. CONTRACTOR SHALL MAINTAIN SILT FENCES FOR THE DURATION OF THE PROJECT UNTIL ACCEPTED BY THE OWNER AT NO

EXPENSE TD OWNER. 11. CONTRACTOR SHALL INSPECT ON A DAILY BASIS FOR NEEDED REMOVAL OF Af<f ACCUMULATED SILTS, DEBRIS, OR REPAIR

OF DAMAGED SILT FENCE AT NO ADDmONAL EXPENSE TO OWNER. 12. PRIOR TD CONSTRUCTION, THE EROSION & SEDIMENT CONTROL MEASURES SHOWN HEREON SHALL BE IN PLACE.

CLEARING & GRUBBING OPERATIONS WILL BE ENGAGED IN ONLY AS NECESSARY TO ALLOW TliE PLACEMENT OF EROSION & SEDIMENT CONTROL MEASURES AS SHOWN HEREON UNTIL ALL SUCH MEASURES ARE IN PLACE.

13. LAND DISTURBING ACTIVmES WILL BE KEPT TD A MINIMUM & WILL NOT EXTEND BEYOND THE LIMITS SHOWN. 14. SEDIMENT & EROSION CONTROL MEASURES WILL BE INSPECTED ON A DAILY BASIS & WILL BE REPAIRED, ADJUSTED &

MAINTAINED AS NEEDED OR REQUIRED BY GOVERNING AGENCIES AT NO ADDITIONAL EXPENSE TD THE OWNER TD PROVIDE EROSION & SEDIMENT CONTROL FOR THE DURATION OF CONSTRUCTION & UNTIL ALL DISTURBED AREAS .\RE STABILIZED.

15. THE CONTRACTOR IS RESPONSIBLE FOR COMPLETING THE "PRIME CONTRACTOR CERTIFICATION" & "THE MONTHLY INSPECTION REPORT & CERTIFICATION FORM FOR EROSION & SEDIMENT CONTROLS" LOCATED IN THE SITEWORK SPECIFICATIONS & SUBMITTNG THE FORMS TD THE OFFICE OF POLLUTION CONTROL

16. THE CONTRACTOR SHALL ALSO CONSTRUCT THE SILT FENCING AS SHOWN AT THE PERIMETER OF THE SITE PLAN PRIOR TD LAND CLEARING ACTVITIES.

17. ALL EROSION CONTROL MEASURES EXCEPT THE REQUIRED RIP RAIP ARE TEMPORARY DEVICES. THESE TEMPORARY DEVICES SHALL BE REMOVED PRIOR TO COMPLETION OF CONSTRUCTION ONCE STABILIZATION OF ALL GRASSED AREAS ARE COMPLETE.

BMP MAINTENANCE EROSION NOTES, ALL MEASURES STATED ON THIS SITE MAP, & IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTONAL CONDmoN UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION & SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, & REPAIRED IN ACCORDANCE WITH THE FOLLOWING:

1. INLET PROTECTION DEVICES & BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION.

2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TD SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, & RESEEDED AS NEEDED.

3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDmONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-HALF THE HEIGHT OF THE SILT FENCE.

4. TliE CONSTRUCTION EXITS SHALL BE MAINTAINED IN A CONDmON WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION EXITS AS CONDmONS DEMAND.

5. THE TEMPORARY PARKING & STORAGE AREA SHALL BE KEPT IN GOOD CONDmON (SUITABLE FOR PARKING & STORAGE). TlilS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AREA AS CONDmONS DEMAND.

6. OUTLET STRUcruRES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDmONAL AT ALL TIMES. SEDIMENT SHALL BE REMOVED FROM SEDIMENT BASINS OR TRAIPS WHEN THE DESIGN CAPACITY HAS BEEN REDUCED BY 50:>:.

7. PRIOR TO LEAVING THE SmE, ALL VEHICLES SHALL BE CLEANED OF DEBRIS. ANY DEBRIS &/OR SEDIMENT REACHING THE PUBLIC STREET SHALL BE CLEANED IMMEDIATELY BY A METHOD OTHER THAN FLUSHING.

ACREAGE SUMMARY

TOTAL PROJECT AREA +/- 1.30 ACRES

DISTURBED AREA +/- 1.30 ACRES

UNDISTURBED AREA +I- 0.00 ACRES


PROPOSED BUILDING ----- PROPERTY LINE

LIMITS OF DISTURBANCE

......... @ SWPPP INFORMATION SIGN

-0 @ SILT FENCE□

t,, @ CONSTRUCTON FENCE

,.., INLET PROTECTIONl-;

SCALE IN FEET

30' 15' 0 30' 60' 90'

➔ L--------------------------------------------------------------------------------------------------------------------------~

OLSON LAND PARTNERS, LLC Real fstate Acquisitions &Development


T: 850.650.4353 F: 850.650.3881

Project:

u!l@iiJ!l Wd:JW&

A U T 0



314 E. Bayou Road- ......... Thibodaux, LA 70301

Office: 985.447.0090 Fax: 985.447.7009 DDG www.ddgpc.com

DUPLANTIS DESIGN GROUP


4-21-2021

© THIS SET OF DOCUMENTS INCLUSIVE OF DRAWINGS, SPECIFICATIONS. AND ADDENDUM$ MAY NOT BE COPIED, SCANNED, NOR ELECTRONICALLY DISTRIBUTED OR USED


ARCHITECTS.APAC. NO PLAN ROOM, ELECTRONIC PLAN SERVICE (INTERNET PLAN SERVICE). NOR



STATUS 04/21/21

Sheet Reviisons

# Date Description

Sheet Tille:

EROSION CONTROL PLAN (PHASE 2)


Sheet Number:

C1.10

www.ddgpc.com

___________________________________

MIN

MIN

14-1/2 GAUGE, MAX. 6" MESH SPACING)

54• MIN. DRIVEN MIN. GROUND.

FENCE (MIN. '° fl EYAIION

2' (MINIMUM)

"SWPPP INFORMATION" MUST-BE DISPLAYED PROMINENTLY

ACROSS THE TOP OF THE SIGN, ----SWPPP INFORMATION AS SHOWN IN THE DETAIL

SIGN TO BE CONSTRUCTED A RIGID MATERIAL. SUCH ASo~~ PLYWOOD OR OUTDOOR SI GN

BOARD. SIGN MUST BE CONSTRUCTED IN A MANN ER

TO PROTECT DOCUMENTS FROM DAMAGE DUE TO WEATH ER

(WIND, SUN, MOISTURE, ETC.).

~

::, ::, :,; z ~ "' ;,,

\~, ~, M

1\t> i- y~ :,; ::, ::, z ~ ;,,

NOTES: 1. THE SWPPP INFORMATION SIGN MUST BE LOCATED IN

MAIN ENTRANCE OF THE SITE, SUCH THAT THE DOCUMENTATION CAN BE READ WITHOUT ACCESSING THE JOBSITE, BUT NOT OBSTRUCTING VIEWS AS TO CAUSE A TRAFFIC SAFETY HAZARD.

2. ALL POSTED DOCUMENTS MUST BE MAINTAINED IN A CLEARLY READABLE CONDITION AT ALL TIMES THROUGHOUT CONSTRUCTION AND UNTIL THE PROJECT COMPLETION REPORT (PRC) IS FILED FOR THE PERMIT.

3. ALL PAGES OF NOTICES OF INTENT AND PERMIT AUTHORIZATIONS MUST BE POSTED. THE CONTRACTOR MAY UTILIZE ACCESSIBLE WATERPROOF FOLDERS TO STORE THESE DOCUMENTS IF IT WILL BE DIFFICULT TO POST ALL PAGES INDIVIDUALLY.

4, CONTRACTOR SHALL POST OTHER STORMWATER AND/OR EROSION AND SEDIMENT CONTROL RELATED PERMITS ON THE SIGN AS REQUIRED BY THE GOVERNING AGENCIES.

5. SUBSEQUENT PERMIT MODIFICATION REQUESTS OR RENEWAL APPLICATIONS AND THEIR ASSOCIATED AUTHORIZATIONS OR RESPONSES SHALL BE POSTED ON THE SWPPP SIGN.

6. SIGN SHALL BE LOCATED OUTSIDE OF PUBLIC RIGHT-OF-WAY AND EASEMENTS UNLESS APPROVED BY THE GOVERNING AGENCY.

7. CONTRACTOR IS RESPONSIBLE FOR ENSURING STABILITY OF THE SWPPP INFORMATION SIGN.

SWPPP INFORMATION SIGN N.T.S.

TOP RAIL 1.66 IN OD, 2.27 LIB/FTPOST - 1.90" O.D.1, GALVANIZED STEEL PIPE(TYP.)2.70 LB/FT GALVANIZED

STEEL PIPE (TYP.) ENDURO SHADE CLOTH BY

HENDEE ENTERPRISES, INC. (TYP.)

N0.9 GAGE, 0.148" ± o.oo•.------, FINISHED SIZE GALVANIZED STEEL

111RES, 2• MESH, TOP AND BOTTOM SELVAGES T\\1STED AND

BARBED CONFORMING TO ASTM A392, A491, F668, OR F573.

CONTRACTOR SHALL UTILIZE EMBEDDED OR NON-EMBEDDED FENCE POSTS AS NEEDED TO INSTALL TEMPORARY FENCING \\1THIN EXISTING PAVD.tENT AREAS TO REMAIN.

EMBED MINIMUM 2'-.,,~ INTO PAVING

FILL VOIDED AREA AROUND_;:!,..Jlll-----'"----iljl-----'"---

POST \\1TH SAND TEMPORARY CHAINLINK ~ "! ~ CONSTRUCTION FENCE DETAIL

N. T.S.~ C ..J

; ~

0 ~ I-

15 0

~ 0 II) a, II)

a,' :::: II) a, II)

' ~ 0 0 9 ::::a,

Cl 3:: 9 ~ 9

COPY OF CONS1RUC110N

SITE NOTICE

DETAILED DESCRIPTION OF THE LOCATION OF THE SWPPP DOCUMENTATION (BINDER AND SITE

s-::, :,; z "' "' ~

\~

1\t> Iii,

-

MAPS) ON THE SITE.

"" ,,/J -v,;. _,,, \/,-v,;.··" -+ 1\t>1/t, i- l,Ji

y -t -t

y1\t> l,Ji y 1\t>

-A PROMINENT, PUBLICLY ACCESSIBLE LOCATION NEAR THE

8" MINIMUM

GEOTEICTILE UNDER LINER

TEMPORARY CONSTRUCTION

CURB OPENING WITHOUT GRATE

OVERFLOW GAP

CURB

OLSON LAND PARTNERS, LLC

WOVEN WIRE FENCE (MIN. Reai Estate Acqui:,ithns &Development


T: 850.650.4353 F: 850.650.3881 FENCE POSTS,

12" INTO

Project:

FILTER (GUTTER BUDDY ;?[Jffi)jfj[LCOMPACTED OR APPROVED EQUAL)

BACKFILL WifJW&CURB INLET PROTECTION A U T 0

N.T.S.


WOVEN WIRE 14 12 GAUGE, MAX. 6" ENTRANCE / EXIT

Designer's Information:MESH SPACING) WITH N.T.S. GEOTEICTILE COVER POSTS: STEEL EITHER T OR U lYPE.

FENCE: WOVEN WIRE, 14-1/2 GA. 6" MAX. MESH OPENING FABRIC: 1. AMOCO 1198

2. BELTECH 810 3. MIRAFI 130X i----------------------------------------+-------------------------------.4 .___

COMPACTED BACKWILL 4. UNG GTF 190 FINISH GRADE • 5. SI 915 SC

FLOW '° DDGDUPLANTIS DESIGN GROUP

EICTENO WIRE FENCE AUNDISTURBED OF 2• INTO TRENCH SECURE LIFTING LOOPS TO ORGROUND

EMBEDDED GEOTEICTILE FABRIC 6" INTO GROUND W/ s· LAID

ALONG

RUBBER

COLORED

<1

UNDER SURROUNDING SURFACE.

2·x2•x3;4• BLOCK (TYP)

1/4" BRIGHTLY NYLON

ROPE EXPANSION RESTRAINT

SEALBOTTOM OF TRENCH Not For 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES. 2. GEOTEXTILE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. Construction 3. WHEN TWO SECTIONS OF GEOTEXTILE ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY

SIX INCHES AND FOLDED. 4. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE EROSION CONTROL PLAN. COLLECTED

MATERI AL SHALL BE REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. 5. ALL SILT FENCE SHALL INCLUDE WIRE SUPPORT UNLESS INDICATED OTHERWISE

SEDIMENTATION/SILT FENCE WITH WIRE SUPPORT N.T.8.

ELEVATION YEW PROFILE VIEW OF

INSTALLED FILTER SACK 4-21-2021

INLET GRATE

©THIS SET OF DOCUMENTS INCLUSIVE OF DRAWINGS, SPECIFICATIONS, AND ADDENDUMS MAY NOT BE COPIED, SCANNED, NOR ELECTRONICALLY DISTRIBUTED OR USED


ARCHITECTS, APAC. NO PLAN ROOM, ELECTRONIC PLANGATHER EXCESS SERVICE (INTERNET PLAN SERVICE), NOR AT CORNERS REPRODUCTION COMPANY SHALL BE PERMITTED TO

POST THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ARCHITECT,

GRACE HEBERT CURTIS ARCHITECTS, APAC

OVERFLOW HOLES 2"X2"X3/4"(OPTIONAL) RUBBER

GEOTEXTILE BAG------=-i"""'7 STATUSBLOCK (TYP)1/4" BRIGHTLY COLORED NYLON----\--~1/S-, 04/21/21ROPE EXPANSION RESTRAINT

DtF>J- Sheet Reviisonsfi ~ ~ D

Date# Description

SILT FENCE INLET PROTECTION- UNPAVED AREAS

N.T.S.

l§OMETRtc YEW Sheet Title: INLET PROTECTION - PAVED AREAS EROSION CONTROL

DETAILS


Sheet Number:

._ _,__ ~----------------------------~ C1.20

18" MAX

2• X 4• WOOD FRAME

CROSS BRACE

FABRIC EXTENDS 1' MIN.

--DROP INLET

3' MIN. WITH GRAT

2• X 2• STEAK

314 E. Bayou Road Thibodaux, LA 70301

Office: 985.447.0090 Fax: 985,447,7009

www.ddgpc.com

➔ L__________________________________________ __________________________________________

www.ddgpc.com

--

--

---I

"'~ ~ Iiii :E ><w

~ D. w !:: (/)

0

~ 0

~ 10 ' I!! ~ 10

' I!! 0 0 0 a,' ::: Cl :=: 9 ~ ·o

NOTE: ENTIRE SITE IS WITHIN 20-YEAR WHPA. THE SUBJECT PARCEL FALLS WITHIN THE TRAVEL TIME CONTOUR OF A PROTECTED (POTABLE) WELLHEAD. CONTRACTORS SHALL BE RESPONSIBLE FOR REPORTING SPILLS OF POTENTIALLY HAZARDOUS SUBSTANCES (i.e. GASOLINE, DIESEL FUEL, HYDRAULIC FLUID, CLEANING PRODUCTS, CHEMICALS, ETC.) TO THE APPROPRIATE STATE (FDEP STATE WARNING POINT 1-800-320-0519) & LOCAL ( ECUA-EMERALD COAST UTILITIES AUTHORITY (850)476-5110 & ESCAMBIA COUNTY HEALTH DEPARTMENT (850)595-6712.

SITE PLAN NOTES, . 1. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS & DIMENSIONS OF BUILDING, ARCHITECTURE,

SIDEWALKS, EXIT PORCHES, RAMPS, TRUCK DOCKS, & EXACT BUILDING UTILITY SERVICE E"1ffiANCE LOCATIONS AT THE BUILDING. CONTRACTOR SHALL CONTACT NIKOLAS MELANCON WITH DUPLANTIS DESIGN GRCUP FOR NECESSARY CAD FILES 0 NMEIANCONODDGPC.COM.

2. ALL UNSURFACED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH, OR SOD, & WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED AS INDICATED ON THE LANDSCAPING PIAN.

3. PRCPER1Y & TOPOGRAPHIC SURVEY WAS PREPARED ON 10/27/2020 BY EBI SUR\/EYING. 4. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING BENCHMARK. 5. CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPROVAL FROM THE POWER & TELEPHONE COMPANIES FOR LOCATION & HEIGHT

OF PYLON SIGN BEFORE CONDUIT & WIRING IS INSTALLED TO ENSURE PROPER CLEARANCES ARE MET. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO ALL EXISTING UTILJTIES, STORM

DRAINAGE, SIGNS, ETC. AS REQUIRED FOR WIDENING OF ALL ROADWAYS. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS & SHALL BE APPROVED BY SUCH.

7. PRIOR TO THE START OF CONSTRUCTION ACTMTIES THE CONTRACTOR MUST CALL 811 AND THE LOCAL UTILITY PROVIDERS TO HAVE ALL UTILITIES MARKED WrTHIN THE PROJECT AREA. AFTER UTILITIES ARE MARKED, THE CONTRACTOR SHALL PERFORM A PIAN IN HAND WALK THRU OF THE ENTIRE PROJECT AREA AND SHALL CONTACT THE CML ENGINEER IMMEDIATELY IF THERE ARE ANY DEVIATIONS IN THE LOCATIONS OF EXISTING UTILITIES SHOWN IN THE PLANS AND/OR THE PRESENCE OF UTILJTIES THAT ARE NOT SHOWN IN THE PLANS .

8. CONTRACTOR SHALL REFER TO ARCHITECT'S PLANS & SPECIFlCATIONS FOR ENTRY LOCATION OF ALL WATER, SEWER SERVICE, ELECTRICAL, TELEPHONE & GAS SERVICE. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILJTIES IN SUCH A MANNER AS TO AVOID CONFLICTS & ASSURE PROPER DEPTHS ARE ACHIEVED AS WELL AS COORDINATING WITH THE REGULATORY AGENCY AS TO THE LOCATION & TIE-INS/CONNECTIONS TO THEIR FACILITIES.

9. ALL DIMENSIONS SHOWN TO BUILDING ARE TO OUTSIDE FACE OF BUILDING. 10. THE EARTHWORK FOR ALL BUILDING FOUNDATIONS & SLABS SHALL BE IN ACCORDANCE WrTH THE STRUCTURAL SPECIFlCATION AND

GEOTECHNICAL RECOMMENDATIONS. 11. ALL NECESSARY PERMITS & APPROVALS FROM AGENCIES GOVERNING THE CONSTRUCTION OF THIS WORK SHALL BE SECURED

PRIOR TO BEGINNING CONSTRUCTION. 12. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL AREAS INDICATED TO REMAIN UNDISTURBED OR TO REMAIN AS

BUFFERS AND ALL PROPERTY MARKERS. CONTRACTOR SHALL REPLACE ALL PINS ELIMINATED OR DAMAGED DURING CONSTRUCTION. 1J. CONTRACTOR IS RESPONSIBLE FOR REPAIRS OR DAMAGE TO ANY EXISTING IMPROVEMENTS DURING CONSTRUCTION, SUCH AS, BUT

NOT LIMITED TO, DRAINAGE, UTILJTIES, PAVEMENT, STRIPING, CURB, ETC., REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS.

14. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL UNDERGROUND UTILITIES WrTH HIS WORK. ALL UNDERGROUND UTILITIES {WATER, SANITARY SEWER, STORM SEWER, ELECTRICAL CONDUIT, IRRIGATION SYSTEMS, & ANY OTHER MISC. UTILITIES) SHALL BE IN PLACE PRIOR TO THE PLACEMENT OF BASE COURSE MATERIAL, & THE PLACEMENT OF ANY APPROPRIATE SOIL STABILIZATION TECHNIQUE.

15. CONTRACTOR SHALL MATCH EXISTING PAVEMENT IN GRADE & ALIGNMENT. 16. ALL WORK SHOWN SHALL BE DONE IN ACCORDANCE WrTH CONSTRUCTION DOCUMENTS. 17. ANY WORK IN THE RIGHT OF WAY SHALL BE PERFORMED IN ACCORDANCE WrTH FLORIDA DEPARTMENT OF TRANSPORTATION &

DEVELOPMENT'S STANDARD DRAWINGS & SPECIFICATIONS. 18. CONTRACTOR SHALL REMOVE PAVEMENT & CONCRETE IN ACCORDANCE WrTH FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD

SPECIFlCATIONS. 19. THE PROPERTIES SHOWN HEREIN LIE WrTHIN ZONE X, ACCORDING TO FLOOD AREAS OF INSURANCE RATE MAPS PUBLISHED BY

F.E.M.A. COMMUNITY PANEL NO. 120JJC0380G DATED 9/29/2006. 20. PROTECT CONCRETE PAVING WITH HEAVY DUTY PLASTIC ANO/OR SAND, POSSIBLY PLYWOOD IN SOME AREA SUCH AS DRAINS AND

GRATES, OR OTHERWISE PRICE FOR SUITABLE CLEANING TO DELIVER LIKE NEW PAVING AT TURNOVER. THIS INCLUDES CAR WASH INSTALLER ABUSE OF PAVING.

21. FOR THE SPECIFlCATIONS, REFER TO COVER SHEET FOR OWNER REP.(DEVELOPER) CONTACT INFORMATION. 22. ALL TREE REMOVAL, LAND CLEARING, REPLACEMENT OF FlLL, "LAND DISTURBING ACTMTIES", ETC. SHALL BE PERMITTED OR

OTHERWISE APPROVED BY THE COUNTY PRIOR TO INITIATION OF SITE WORK.

SITE LAYOUT NOTES, 1. SITE AREA = +/- 1.29 ACRES. 2. DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. J. ALL RADII ARE 4 FEET UNLESS NOTED OTHERWISE. 4. SEE DRAWING C-4 THROUGH C-6 FOR DETAILS.

TIDAL WAVE ANALYSIS ACCESSIBLE TO PUBLIC 63 SF (ADA RESTROOM)

TOTAL OCCUPIABLE AREA 1,360 SF

TOTAL NON-OCCUPIABLE AREA 1,774 SF

TOTAL FOOTPRINT 3,507 SF

PARKING ANALYSIS STANDARD STALLS 3 SPACES

ADA COMPLIANT STALLS 1 SPACES

TOTAL PARKING STALLS 4 SPACES

VACUUM STALL ANALYSIS CANOPY VACUUM STALLS 16 SPACES

BOOM VACUUM ST ALLS 12 SPACES

TOTAL VACUUM STALLS 28 SPACES


TIHICKENED PAVEMENT BUILDING (BOOM VACUUMS)

CURB & GUTTER

HEAVY DUTY REINFORCED ROLL OVER CURB (MOUNTABLE)CONCRETE PAVEMENT

PROPERTY LINEHEAVY DUTY PAVEMENT

PARKING SPACES

GRASS AREA I DIRECTIONAL ARROWS

CAR QUEUE

SITE LIGHT

SCALE IN FEET

30' 15' 0 30' 60' 90'

--➔ L--------------------------------------------------------------------------------------------------------------------~

OLSON LAND PARTNERS, LLC Real Estate Acquisitions .5.t De-11elorrnent


T: 850.650.4353 F: 850.650.3881

Project:

?l!Jffi)ifJ/1 WifJW@ AUTO SPA




Thibodaux, LA 70301 -Office: 985.447.0090 Faic 985-447.7009



© THIS SET OF DOCUMENTS INCLUSIVE OF DRAWINGS, SPECIFICATIONS, AND ADDENDUM$ MAY NOT BE COPIED, SCANNED. NOR ELECTRONICALLY DISTRIBUTED OR USED


ARCHITECTS. APAC. NO PLAN ROOM, ELECTRONIC PLAN SERVICE (INTERNET PLAN SERVICE), NOR

REPRODUCTION COMPANY SHALL 1:11: PERMITTED TO POST THESE DOCUMENTS WITHOUT THE EXPRESSED


STATUS 04/21/21

Sheet Reviisons

# Date Description

Sheet Title:

SITE PLAN EXHIBIT


Sheet Number:

C2.00

www.ddgpc.com

https://NMEIANCONODDGPC.COM

SITE PLAN NOTES, 1. CONTRACTOR SHAU. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS & DIMENSIONS OF BUILDING, ARCHITECTURE,

SIDEWALKS, EXIT PORCHES, RAMPS, TRUCK DOCKS, & EXACT BUILDING UTILITY SERVICE ENTRANCE LOCATIONS AT THE BUILDING. CONTRACTOR SHALL CONTACT NIKOLAS MELANCON WITH DUPLANTIS DESIGN GROUP FOR NECESSARY CAD FILES Cl NMEIANCONCIDDGPC.COM.

2. ALL UNSURFACED AREAS ARE TO RECrnE FOUR INCHES OF TOPSOIL, SEED, MULCH, OR SOD, & WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED AS INDICATED ON THE LANDSCAPING PIAN.

3. PROPER1Y & TOPOGRAPHIC SURVEY WAS PREPARED ON 10/27/2020 BY EBI SURVEYING. 4. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING BENCHMARK. 5. CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPROVAL FROM THE POWER & TIELEPHONE COMPANIES FOR LOCATION & HEIGHT

OF PYLON SIGN BEFORE CONDUIT & WIRING IS INSTALLED TO ENSURE PROPER CLEARANCES ARE MET. 6. CONTRACTOR SHAU. BE RESPONSIBLE FOR ALL RELOCATIONS. INCWDING BUT NOT LIMITED TO ALL EXISTING UTILITIES, STORM

DRAINAGE, SIGNS, ETC. AS REQUIRED FOR WIDENING OF ALL ROADWAYS. ALL WORK SHAU. BE IN ACCORDANCE WITH GOVERNING ALITHORmES SPECIFICATIONS & SHALL BE APPROVED BY SUCH.

7. PRIOR TO THE START OF CONSTRUCTION ACWmES THE CONTRACTOR MUST CALL 811 AND THE LOCAL UTILITY PROVIDERS TO HAVE ALL UTILITIES MARKED WITHIN THE PROJECT AREA. AITTR UTILITIES ARE MARKED, THE CONTRACTOR SHALL PERFORM A PIAN IN HAND WALK THRU OF THE ENTIRE PROJECT AREA AND SHAU. CONTACT THE CML ENGINEER IMMEDIATELY IF THERE ARE ANY DEVIATIONS IN THE LOCATIONS OF EXISTNG UTILITIES SHOWN IN THE PLANS AND/OR THE PRESENCE OF UTILITIES THAT ARE NOT SHOWN IN THE PLANS •

8. CONTRACTOR SHAU. REFER TO ARCHITECT'S PLANS & SPECIFICATIONS FOR ENTRY LOCATION OF ALL WATIER, SEWER SERVICE, ELECTIRICAL, TELEPHONE & GAS SERVICE. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO AVOID CONFLICTS & ASSURE PROPER DEPTHS ARE ACHIEVED AS WELL AS COORDINATING WITH THE REGULATORY AGENCY AS TO THE LOCATION & TIE-INS/CONNECTIONS TO THEIR FACILITIES.

9. ALL DIMENSIONS SHOWN TO BUILDING ARE TO OUTSIDE FACE OF BUILDING. 10. THE EARTHWORK FOR ALL BUILDING FOUNDATIONS & SLABS SHALL BE IN ACCORDANCE WITH THE STRUCTURAL SPECIFICATION AND

GEOTECHNICAL RECOMMENDATIONS. 11. ALL NECESSARY PERMITS & APPROVALS FIROM AGENCIES GOVERNING THE CONSTRUCTION OF THIS WORK SHAU. BE SECURED

PRIOR TO BEGINNING CONSTRUCTION. 12. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL AREAS INDICATED TO REMAIN UNDISTURBED OR TO REMAIN AS

BUFFERS AND ALL PROPERTY MARKERS. CONTRACTOR SHALL REPLACE ALL PINS ELIMINATED OR DAMAGED DURING CONSTRUCTION. 13. CONTRACTOR IS RESPONSIBLE FOR REPAIRS OR DAMAGE TO ANY EXISTNG IMPROVEMENTS DURING CONSTRUCTION, SUCH AS, BUT

NOT LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC., REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS.

14. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL UNDERGROUND UTILITIES WITH HIS WORK. ALL UNDERGROUND UTILITIES (WATER, SANITARY SEWER, STORM SEWER, ELECTRICAL CONDUIT, IRRIGATION SYSTEMS, & ANY OTHER MISC. UTILITIES) SHALL BE IN PLACE PRIOR TO THE PLACEMENT OF BASE COURSE MATERIAL, & THE PLACEMENT OF ANY APPROPRIATE SOIL STABILIZATION TECHNIQUE.

15. CONTRACTOR SHAU. MATCH EXISTING PAVEMENT IN GRADE & ALIGNMENT. 16. ALL WORK SHOWN SHALL BE DONE IN ACCORDANCE WITH CONSTRUCTION DOCUMENTS. 17. ANY WORK IN THE RIGHT OF WAY SHALL BE PERFORMED IN ACCORDANCE WITH FLORIDA DEPARTMENT OF TRANSPORTATION &

DEVELOPMENT'S STANDARD DRAWINGS & SPECIFICATIONS. 18. CONTRACTOR SHALL REMOVE PAVEMENT & CONCRETE IN ACCORDANCE WITH FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD

SPECIFICATIONS. 19. THE PROPERTIES SHOWN HEREIN LIE WITHIN ZONE X, ACCORDING TO FLOOD AREAS OF INSURANCE RATE MAPS PUBLISHED BYi

I F.E.M.A. COMMUNITY PANEL NO. 12033C0380G DATED 9/29/2006. 20. PROTECT CONCRETE PAVING WITH HEAVY DUTY PLASTIC AND/OR SAND, POSSIBLY PLYWOOD IN SOME AREA SUCH AS DRAINS AND

GRATES, OR OTHERWISE PRICE FOR SUITABLE CLEANING TO DELIVER LIKE NEW PAVING AT TURNOVER. THIS INCLUDES CAR WASH INSTALLER ABUSE OF PAVING.

21. FOR THE SPECIFICATIONS, REFER TO COVER SHffi FOR OWNER REP.(DE'IELOPER) CONTACT INFORMATION. 22. ALL TREE REMOVAL, LAND CLEARING, REPLACEMENT OF FILL, 'LAND DISTURBING ACTMTIES', ETC. SHALL BE PERMITTED OR

OTHERWISE APPROVED BY THE COUNTY PRIOR TO INITIATION OF SITE WORK.

SITE LAYOUT NOTES, 1. SITE AREA = +/- 1.29 ACRES. 2. DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 3. ALL RADII ARE 4 FEET UNLESS NOTED OTHERWISE. 4. SEE DRAWING C-4 THROUGH C-6 FOR DETAILS-

OLSON LAND PARTNERS, LLC Rt:!al EsLil~ AcqrJi•,itions &Development


T: 850.650.4353 F: 850.650.3881

Project:

A U T 0



314 E. Bayou Road Thibodaux, LA 70301 - .......... Office: 985.447.0090 Fax: 985.447.7009 DDG www.ddgpc.com


SEAL Not For Construction

lPE 'f" ['Jr<~----------\ ~PCALJ

I .

I I

I I

NOTE: I ENTIRE SITE IS WITHIN 20-YEAR WHPA. THE SUBJECT PARCEL FALLS

I WITHIN THE TRAVEL TIME CONTOUR OF A PROTECTED (POTABLE) WELLHEAD. CONTRACTORS SHALL BE RESPONSIBLE FOR REPORTING SPILLS OF POTENTIALLY HAZARDOUS SUBSTANCES (i.e. GASOLINE, DIESEL FUEL, HYDRAULIC FLUID, CLEANING PRODUCTS, CHEMICALS, ETC.) TO THE APPROPRIATE STATE (FDEP STATE WARNING POINT 1-800-320-0519) & LOCAL ( ECUA-EMERALD COAST UTILITIES AUTHORITY (850)476-5110 &

i ~

ESCAMBIA COUNTY HEALTH DEPARTMENT (850)595-6712.

...J 0..

~ 0 C! "' 0

~ 10 a,' ,,. -"' ! :;: 0 0 0 a,' G :l:: 9 C

·~

TIDAL WAVE ANALYSIS ACCESSIBLE TO PUBLIC 63 SF CADA RESTROOM>




PARKING ANALYSIS STANDARD STALLS 3 SPACES


TOT AL PARKING STALLS 4 SPACES


BOOM VACUUM STALLS 11 SPACES

TOTAL VACUUM ST ALLS 27 SPACES


THICKENED PAVEMENT BUILDING (BOOM VACUUMS)

CURB & GUTTER

HEAVY DUTY REINFORCED CONCRETE PAVEMENT ROLL OVER CURB (MOUNTABLE) - - -

HEAVY DUTY PROPERTY LINE

PAVEMENT

PARKING SPACES

GRASS AREA

DIRECTIONAL ARROWS

CAR QUEUE

SITE LIGHT

SCALE IN FEET

30' 15' 0 30' 60' 90' ➔L_______________________________________________________________________________________________________________________________________

4-21-2021

© THIS SET OF DOCUMENTS INCLUSIVE OF DRAWINGS SPECIFICATIONS, AND ADDENDUMS MAY NOT BE COPIED, SCANNED, NOR ELECTRONICALLY DISTRIBUTED OR USED

FOR CONSTRUCTION WITI-IOUT THE EXPRESSED WRITTEN CONSENT OF GRACE HEBERT CURTIS

ARCHITECTS, APAC NO PLAN ROOM, ELEGTr!QNIC PLAN SERVICE (INTERNET PLAN SERVICE). NOR



STATUS 04/21/21

Sheet Reviisons

# Date Description

Sheet Title:

SITE PLAN


Sheet Number:

C2.00

www.ddgpc.com

https://NMEIANCONCIDDGPC.COM

OLSON LAND PARTNERS, LLC Real Esta\1; Acquisitions &Development


T: 850.650.4353 F: 850.650.3881

Project:

ff/}&Jjjj[l WJJJW&

A U T 0 , ' . 5307 N. Davis Hwy

Pensacola, FL 32503


. ~

DDGDUPLANTIS DESIGN GROUP

314 E. Bayou Road Thibodaux, LA. 70301

Office: 985.447.0090 Fax: 985.447.7009

www ddgpc.com


4-21-2021

© THIS SET OF DOCUMENTS INCLUSIVE OF DRAWINGS SPECIFICATIONS, AND ADDENDUMS MAY NOT BE COPIED SCANNED, NOR ELECTRONICALLY DISTRIBUTED OR USED


ARCHITECTS, APAC. NO PLAN ROOM, ELECTRONIC PLAN SERVICE (INTERNET PL.AN SERVICE) NOR


WRITTEN CONSENT OF THE ARCHITECT GRACE HEBERT CURTIS ARCHITECTS, APAC

STATUS 04/21/21

Sheet Reviisons

# Date Description

Sheet Title:

DIMENSIONAL CONTROL PLAN


!JOME Dt'J'OT l.SA, l,YG IPARCl,L ID.: 481S:W1JJ5000001 P,1HCEL "A" H()l,,IE DE~[)l PARK

(PLAI BOO!< 1~. PAGE'> 1t) WNING Dl~JR•CT H<.:/l• I

fUTURE LAND IJ$E l~ll-U

I

I '

\ "' ll \-"t! z /1<

I I,-'

D.. I I

6 I I

I!: z 0 0

.;! z 0 (/) z w ;!l C 0 q

~ II) a, II)

' !!.... II) a, II)

a,' ::: 0 0 0 a,' ::: Cl :it

Sheet Number:

·~ C

'" ,.. " '" '" ... C3.00 9

➔ ~----------------------------------------------------------------------------------------------------------------------------"~=~==~==S·C·A·L~E~IN..F=E=ET==~~===~'____~lJ

- -

GRAPING NOTES;

1. TOPOGRAPHIC INFORMATION WAS TAKEN FROM THE TOPOGRAPHIC SURVEY INCLUDED AS PART OF THESE CONSTRUCTION DOCUMENTS. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THE CONTRACTOR SHALL HAVE MADE, AT HIS EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR & SUBMIT IT TO THE OWNER FOR REVIEW AND APPROVAL

2. EXISTING AND/OR PROPOSED GRADE CONTOURS ARE SHOWN AT ONE FOOT (1') INTERVALS. 3. THE CONTRACTOR IS SPECIFlCALLY CAUTIONED THAT THE LOCATION &/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS 5 8/>SED ON RECORDS OF

THE VARIOUS UTILITY COMPANIES & WHERE POSSIBLE, ME/>SUREMENTS TAKEN IN THE FlELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEf,ST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTIUTlES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE REQUIRED IMPROVEMENTS SHOWN ON THE PLANS.

4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTILITIES & NOTIFYING THE APPROPRIATE UTILITY COMPANY PRIOR TO BEGINNING CONSTRUCTION. 5. CONTRACTOR SHALL VERIFY HORIZONTAL & VERTICAL LOCATION OF ALL EXISTING STORM SEWER STRUCTURES, PIPES, & ALL UTILITIES PRIOR TO CONSTRUCTION. PRIOR

TO ORDERING STORM DRAIN STRUCTURES, THE CONTRACTOR SHALL VERIFY THE INVERT OF THE EXISTING STORM DRAIN SYSTEM AT THE TIE IN POINT(S) AND NOTIFY THE CIVIL ENGINEER OF ANY DEVIATION TO WHAT IS SHOWN ON THE PLANS.

6. CLEARING & GRUBBING LIMITS SHALL INCLUDE ALL ARE/>S DISTURBED BY GRADING OPERATIONS. CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UNDISTURBED ARE/>S, ALL PROPERTY CORNERS & REPLACING ALL PROPERTY CORNER MARKERS ELIMINATED OR DAMAGED DURING CONSTRUCTION.

7. THE EARTHWORK FOR ALL PAVEMENT AROO OLIISIDE OF THE BUILDING FOUNDATIONS & SLABS SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. 8. THE EARTHWORK FOR THE BUILDING FOUNDATION AND UP TO 5' BEYOND SHALL BE IN ACCORDANCE WITH SITE SPECIFlCATION & GEOTECHNICAL RECOMMENDATIONS. 9. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARD OF OSHA DIRECTM:S OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION

& TlRENCHING PROCEDURES. THE CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING, & OTHER MEANS OF PROTECTION. THIS TO INCLUDE BUT NOT LIMITED TO, ACCESS & EGRESS FROM ALL EXCAVATION & TRENCHING. CONTRACTOR IS RESPONSIBLE TO COMPLY WITH PERFORMANCE CRITERIA FOR OSHA.

10. SEE SHEET C-1 FOR GENERAL NOTES. 11. THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING VERTICAL CONTROL INCLUDING THE SETTING OF CONSTRUCTION BENCHMARKS. 12. DUE TO CONTINUAL CHANGES TO FLOOD MAPS THE CONTRACTOR SHALL CONTACT THE PERMIT AUTHORITY PRIOR TO THE START OF CONSTRUCTION AND CONFlRM THE

NEED (OR LACK OF) FOR AN ELEVATION CERTIFICATE AND SHALL NOTIFY THE OWNER AND CIVIL ENGINEER IF THE MINIMUM REQUIRED FlNISH FLOOR ELEVATION OF THE BUILDING IS HIGHER THAN WHAT IS SHOWN ON THE PLANS.

13. ADEQUATE DRAINAGE ME/>SURES MUST BE ESTABLISHED, MAINTAINED, AND TEMPORARILY ADJUSTED AS NEEDED THROUGHOUT CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE AT ALL TIMES AND PREVENT ACCUMULATION OF SURFACE WATER. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SUBGRADE CONDITIONS AND PROTECTING THE CONDITION OF PREVIOUSLY PERFORMED EARTHWORK. CONTRACTOR IS TO PERFORM A WATER/FLOOD TEST TO ENSURE NO LOW SPOTS ARE PRESENT IN PARKING LOT AND SHALL CORRECT CONCRffi WORK AT NO ADDITIONAL COST OF THE OWNER.

14. DEWATERING; GROUNDWATER LEVELS CAN FLUCTUATE DEPENDING ON TIME OF YEAR. THE CONTRACTOR SHALL INCLUDE PROVISIONS IN THEIR 8/>SE BID FOR WATER CONTROL DURING CONSTRUCTION INCLUDING (BUT NOT LIMITED TO) DEEP EXCAVATIONS, DEMOLITION, PROOF ROLLING ACTIVITIES, FOUNDATION/FOOTING WORK, PLACEUENT OF FILL, AND INSTALLATION OF SUB-SURFACE IMPROVEMENTS.

15. ALL TREE REMOVAL, LAND CLEARING, REPLACEMENT OF Flll, "LAND DISTURBING ACTr.iITIES", ETC. SHALL BE PERMITTED OR OTHERW5E APPROVED BY THE COUNTY PRIOR TO INITIATION OF SITE WORK.

16. THE PROJECT ENGINEER (ENGINEER OF RECORD) SHALL PROVIDE TO ESCAMBIA COUNTY "AS-BUILi RECORD DRAWINGS FOR VERIFICATION AND APPROVAL BY ESCAMBIA COUNTY ONE WEEK PRIOR TO REQUESTING A FINAL INSPECTION AND CERTIFICATE OF OCCUPANCY, OR PROVIDE "AS-BUILT" CERTIFICATION THAT THE PROJECT CONSTRUCTION ADHERES TO THE PERMITTED PLANS AND SPECIFICATIONS. THE "AS-BUILi CERTIFICATION OR THE "AS-BUILi RECORD DRAWINGS MUST BE SIGNED, SEALED AND DATED BY A REGISTERED FLORIDA PROFESSIONAL ENGINEER".

17. ALL ASPECTS OF THE STORMWATER/DRAINAGE COMPONENTS AND/OR TRANSPORTATION COMPONENTS SHALL BE COMPLETED PRIOR TO ISSUANCE OF A FlNAL CERTIFICATE OF OCCUPANCY.

18. NO DEVIATIONS OR R~SIONS FROM THESE PLANS BY THE CONTRACTOR SHALL BE ALLOWED WITHOUT PRIOR APPROVAL FROM BOTH THE DESIGN ENGINEER AND THE ESCAMBIA COUNTY. ANY DEVIATIONS MAY RESULT IN DELAYS IN OBTAINING A CERTIFICATE OF OCCUPANCY.

19. THE CONTRACTOR SHALL INSTALL PRIOR TO THE START OF CONSTRUCTION AND MAINTAIN DURING CONSTRUCTION ALL SEDIMENT CONTROL ME/>SURES AS REQUIRED TO RETAIN ALL SEDIMENTS ON THE SITE. IMPROPER SEDIMENT CONTROL ME/>SURES MAY RESULT IN CODE ENFORCEMENT VIOLATION.

20. ALL DISTURBED ARE/>S WHICH ARE NOT PAVED SHALL BE STABILIZED WITH SEEDING, FERTILIZER, AND MULCH, HYDROSEED AND/OR SOD. 21. ALL NEW BUILDING ROOF DRAINS, DOWN SPOLIIS, OR GUTTERS SHALL BE ROUTED TO CARRY ALL STORMWATER TO RffiNTION/DffiNTION ARE/>S. 22. CONTRACTOR SHALL MAINTAIN RECORD DRAWINGS DURING CONSTRUCTION WHICH SHOW "AS-BUILi CONDITIONS OF ALL WORK INCWDING PIPING, DRAINAGE

STRUCTURES, TOPO OF POND(S), OUTLET STRUCTURES, DIMENSIONS, ELEVATIONS, GRADING ETC. RECORD DRAWINGS SHALL BE PROVIDED TO THE ENGINEER OF RECORD PRIOR TO REQUESTING FlNAL INSPECTION."

23. THE OWNER OR HIS AGENT SHALL ARRANGE/SCHEDULE WITH THE COUNTY A FlNAL INSPECTION OF THE DEVELOPMENT UPON COMPLETION AND ANY INTERMEDIATE INSPECTIONS AT (850) 595-3472. AS-BUILT CERTIFICATION IS REQUIRED PRIOR TO REQUEST FOR FINAL INSPECTION/APPROVAL

24. NOTIFY SUNSHINE UTILITIES 48 HOURS IN ADVANCE PRIOR TO DIGGING WITHIN R/W; 1-800-432-4770." 25. ANY DAMAGE TO EXISTING ROADS DURING CONSTRUCTION WILL BE REPAIRED BY THE DEVELOPER PRIOR TO FINAL "AS-BUILT "SIGN OFF FROM THE COUNTY. 26. THE CONTRACTOR SHALL NOTIFY FOOT 48 HOURS IN ADVANCE PRIOR TO INITIATING ANY WORK IN THE STATE RIG~-OF-WAY."

STORM DRAINAGE NOTES, 1. ALL PIPES ENTERING STORM SEWER STRUCTURES SHALL BE SEALED TO ASSURE CONNECTION AT

STRUCTURE IS WATER TIGHT. 2. ALL PIPES & STRUCTURES ON STREET RIGHT-OF-WAY SHALL BE PER FLORIDA DEPARTMENT OF

TlRANSPORTATION STANDARDS & SPECIFlCATIONS. 3. REFERENCE DETAIL SHEETS FOR CONSTRUCTION DETAILS.

LEGEND - NEW IMPROVEMENTS SUBSURFACE DRAINAGE

BLOCK RETAINING WALL

MANHOLE 0 AREA INLET !lll

f!OME DEPOT t:SA, JSC. l'ARCJ!L JD.: 48JSJl/ll J5(Jllflil01

PARCEL "A" CURB INLET a l'OM~ o~poT PAR'<

(PLAT f.()OI< 1~. PA~[S 16) lONIN(; rnsT'l•~· Hr,/c,

FlJTLLRE I.WC W~i:. M'.1-l/ CONTOUR ---12---

SPOT ELEVATION (ALL SPOT SHOTS x .12.QQ REPRESENT TOP OF PAVEMENT UNLESS OTHERWISE NOTED)

SPOT ELEVATION (TOP OF WALL) X 12.00 T.W

SPOT ELEVATION (BOTTOM OF WALL) x 12.00 B.W,

SPOT ELEVATION (TOP OF PAVEMENT) xJ2DDTP

SPOT ELEVATION (TOP OF CURB) 12.00 TC

"' 3: SPOT ELEVATION (MATCH EXISTING) x12PPME 'C

SPOT ELEVATION (TOP OF SIDEWALK) xl200IS~ ..J D.

STRUCTURE NUMBER Ci]w CJ <z < NQIE:

ENTIRE SITE IS WITHIN 20-YEAR WHPA. THE SUBJECT PARCEL FALLSIs I I

OLSON LAND PARTNERS, LLC Rlcal Est1te Acqt1~'ilior>s &Development


T: 850.650.4353 F: 850.650.3881

Project:

u!l@liJ!l WdJW@

A U T 0 ' ' A


Designer"s Information:

314 E. Bayou Road Thibodaux, LA 70301 -- ......... Office: 985.447,0090 Fax: 985.447.7009DDG www.ddgpc.com


SEAL· Not For Construction

4-21-2021

© THIS SET OF DOCUMENTS INCLUSIVE OF DRAWINGS, SPECIFICATIONS, AND ADDENDUMS MAY NOT BE COPIED, SCANNED, NOR ELECTRONICALLY DISTRIBUTED OR USED





STATUS 04/21/21

Sheet Reviisons

# Date Description

Sheet Title:

SURFACE GRADING & STORMWATER DRAINAGE

PLAN


Sheet Number:

C4.00

! :!: ~ ~ en .., CJ z -C STRUCTURE TABLE <

STRUCTURE GUTTER/ INVERT ELEVATION~ TYPE PIPE LENGTH PIPE TYPE PIPE SLOPE NUMBER CASTING ELEV IN OUT w

0 1< CURB INLET 101.15 97.15 (3) 98 18"!& • 0.30::C

M: 1-3

2~ YARD INLET 100.80 96.88 (3) 7 18"Jli • 0.30::C 2-3

0 q 96.86 (1)3.... CURB INLET 100.50 96.86 (6) 122 18"• • 0.30% 3-6 96.86 (2)0

IQ Cl) 4 CURB INLET 100.85 96.98 (5) 35 18"111 • 0.30%'? 4-5 Cl)

:::: 5 IQ MANHOLE 101.50 96.87 (4) 96.87 (6) 127 1811f * 0.301' Cl) 5-6 IQ

DROP AREA 96.49 (3)' 6 100.00 95.99 (EX)INLET 96.49 (5)

0 .... ~ 0 0 cl, .... -CJ

. :!: 9 C <

-0....

WITHIN THE TRAVEL TIME CONTOUR OF A PROTECTED (POTABLE)' I

WELLHEAD. CONTRACTORS SHALL BE RESPONSIBLE FOR REPORTING SPILLS OF POTENTIALLY HAZARDOUS SUBSTANCES (i.e. GASOLINE, DIESEL FUEL, HYDRAULIC FLUID, CLEANING PRODUCTS, CHEMICALS, ETC.) TO THE APPROPRIATE STATE (FDEP STATE WARNING POINT 1-800-320-0519) & LOCAL ( ECUA-EMERALD COAST UTILITIES AUTHORITY (850)476-5110 & ESCAMBIA COUNTY HEALTH DEPARTMENT (850)595-6712 .

STORMWATER CERTIFICATION STATEMENT,

I CERTIFY THAT THE TIDAL WAVE CARWASH STORM DRAINAGE SYSTEM WAS DESIGNED TO THE PARAMffiRS SET FORTH IN THE HOME DEPOT STORMWATER MANAGEMENT PLAN PREPARED BY S.E. CML & DATED MAY 9, 2006. THE SITE WILL DISCHARGE INTO THE GRISTING 18" PIPE STUBBED ONTO THE PROPERTY & TO THE REGIONAL DETENTION POND TO THE NORTH OF DISCOUNT TREE.

KAINEN T. LEBLANC, P.E.

SCALE IN FEET

30' 15' a 30' 60' 90'

➔ L--------------------------------------------------------------------------------------------------------------------------~

www.ddgpc.com

CONTRACTOR TO SLOPE SIDEWALK

t:IQIE; PROVIDE 1/2" EXPANSION JOINT BETWEEN SIDEWALK AND ALL FIXED OBJECTSA

TO DRAIN (SEE GRADING PLAN)~

~ i,~ )

~ I

B

. RADIUS TOOLED JO

., A

INT1/2 OR BPLAN VIEW 1" DEEP SAWED JOINT (lYP) SEE SITE PLAN

1/4" THICKNESS PREMOLDEO EXPANSION JOINT ALLER SPACED O 35' O.C. MAX. 2• SLOPE 1/4" /FT. 7 5.0' 5.o· EXTEND5.0'JOINT FILLER5.0'FULL IDEP~0,oF si°Ew~~ 5_0• ~-r-tM_A_;~-~--_l--~-...,,/f?;~

1 ' ' 1I I I I .. ·:;;;;;· • .

• ~ 4 I .•; t4• AGGREGATE BASE ':.,- ~-4,___-lrQ-_~-6.,-,----,--P-C_C_O_N_CR_ET_E

t:IQIE; SECTION A-A REINFORCEMENT l'.1LL BE COURSE COMPACTED TO (TYP)

90,: STD. PROCTOR (TYP) SECTION B-8No. 3 BARS 24" O.C. EACH Nl1I.ES:WAY MAX. SPACING, 6 x 6

1. TO BE USED FOR ALL SIDEWALKS THROUGHOUT SITE, WIDTHS SHALL BE AS DENOTED ON PLAN.- W1.4 X W1.4 WWF OR 2. CONCRETE SHALL BE PORTLAND CEMENT CONCRETE (CLASS M), 3000 PSI, PER FLORIDAFIBERMESH EQUIVALENT.

DEPARTMENT OF TRANSPORTATION (FDOT) STANDARD SPECIACATIONS FOR HIGHWAY &: BRIDGE CONSTRUCTION, 2018 EDITION.

CONCRETE SIDEWALK N.T.8.

,, ~ Cl)

~ I-

~ w Iiia: 0 z 0 0 0

~ 0 ., .,Q)

Q)' ,.. -., ~ ,.. ~ 0 0 0 ' ~

Cl . ;: C,.. C

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A 5" OF PORTLAND CEMENT CONCRETE PAVEMENT A. 8" OF REINFORCED PORTLAND CEMENT CONCRETE ' TYPE B. CONFORMING WITH THE LATEST EDITION PAVEMENT CONFORMING WITH THE LATEST EDITION

OF THE FLORIDA DEPARTMENT OF OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION FOR TRANSPORTATION STANDARD SPECIACATION FOR HIGHWAY CONSTRUCTION, 2018 EDITION. HIGHWAY CONSTRUCTION, 2018 EDITION.

8. NOVAMESH 950 FIBER REINFORCEMENT &: INSTALL 8. NOVAMESH 950 FIBER REINFORCEMENT &: INSTALLPER MANUFACTURER RECOMMENDATION PER MANUFACTURER RECOMMENDATION

C 6" AGGREGATED BASE. AGGREGATE BASE COURSE C. TYPE) B. (No, 4 BARS AT 12• INTEGRALS EACH" SHALL BE CONSISTENT WITH FDOT STANDARDS. WAY.AGGREGATE BASE COURSE SHALL BE COMPACTED TO 100% OF rrs MAXIMUM DEY DENSITY AS D AGGREGATE6" AGGREGATED BASE. BASEDETERMINED BY ASTM D-1557. • COURSE SHALL BE CONSISTENT WITH FOOT

STANDARDS. AGGREGATE BASE COURSE SHALLD. EXISTING PROOFROLLED STABLE SUBGRADE PER BE COMPACTED TO 100,: OF rrs MAXIMUM DEYGEO-REPORT DENSITY AS DETERMINED BY ASTM D-1557.

E. EXISllNG PROOFROLLED STABLE SUBGRADE PER GEO-REPORT

HEAVY DUTY HEAVY DUTY REINFORCED CONCRETE PAVEMENT CONCRETE PAVEMENT

N.T.S. N.T.S. .t!QIES;,

1. THE PCC SHALL HAYE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI O 28 DAYS

2. UNLESS NOTED OTHERWISE, ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM WITH FLORIDA DEPARTMENT OF TRANSPORTATION (FDDT) STANDARD SPECIFIGATIONS FOR HIGHWAY &:. BRIDGE CONSTRUCTION, 2018 EDITION.

3. COMPACTED SELECT FILL SHALL BE PLACED TO BRING THE SUBGRAOE UP TO ELEVATION WHERE REQUIRED. PRIOR TO PLACING THE SELECT ALL IN ANY AREA, THE SUBGRADE SHALL BE EVALUATED BY A GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE, OR A 3RD PARTY TESllNG AGENCY TO DETERMINE THE SUITABILITY OF THE SUBGRADE.

4. PCC PAVEMENT DETAILS FOR JOINT SPACING, JOINT REINFORCEMENT, &: JOINT SEALING SHALL BE PREPARED IN ACCORDANCE WITH ACI 330 &: ACI 335. PCC PAVEMENT SHALL BE PROVIDED WITH MECHANICALLY REINFORCED JOINTS (DOWELED OR KEYED) IN ACCORDANCE WITH ACI 300.

3/4" R

I 6" 1'-6"

g• 3/4" R '""•~---1-------1

•

I

•'j''o ..,• I

JOINT SEAL

P-----ir--CONC. PAYT.

h.__ 1/.!" EXP. JOINT AND ~--~ PREFORMED JOINT FILLER

TYPE •E• CONCRETE TYPE •F• CONCRETE TYPE •B•CURB & GUTTER CURB & GUTTER CURB DETAILN.T.S. N.T.S. N.T.S.

•• SEE CONCRETE PAVING DETAIL FOR PAVEMENT SECTIONS, NOTE: FOR USE ADJACENT TO CONCRETE OR FLEXIBLE PAVEMENT," SEE CONCRETE PAVING DETAIL FOR PAVEMENT SECTIONS,SUB-BASE, SUBGRADE &: COMPACTION REQUIREMENETS CONCRETE SHOWN. EXPANSION JOINT, PREFORMED JOINTSUB-BASE, SUBGRADE &: COMPACTION REQUIREMENETS FILLER AND JOINT SEAL ARE REQUIRED BETWEEN CURBS AND CONCRETE PAVEt.4ENT ONLY, SEE SHEET 2.

" SEE CONCRETE PAVING DETAIL FOR PAVEMENT SECTIONS, SUB-BASE, SUBGRADE &: COMPACTION REQUIREMENETS

JOINT SEAL

'ix,-CONC. PAYT.

1/.!" EXP. JOINT AND PREFORMED JOINT FILLER

TYPE •D• CURB DETAIL

N.T.S.

NOTE: FOR USE ADJACENT TO CONCRETE OR FLEXIBLE PAVEMENT, CONCRETE SHOWN. EXPANSION JOINT, PREFORMED JOINT ALLER AND JOINT SEAL ARE REQUIRED BETWEEN CURBS AND CONCRETE PAVEMENT ONLY, SEE SHEET 2.

" SEE CONCRETE PAVING DETAIL FOR PAVEMENT SECTIONS, SUB-BASE, SUBGRAOE &: COMPACTION REQUIREijENETS

1 1/B"R

I . 2'-3'"

CIRCULATING ROADWAY PAVIEMENT

TYPE •RA• CONCRETE CURB & GUTTER

N.T.S.

" SEE CONCRETE PAVING DETAIL FOR PAYEt.4ENT SECTIONS, SUB-BASE, SUBGRADE &: COMPACTION REQUIREMENETS

TRUCK APRON SURFACE SPECIFIED

IN THE PLANS

. 'ix, "'

CONC. PAYT.

~1/2" EXP. JOINT AND ~-~--- PREFORMED JOINT FILLER

TYPE •RA CURB DETAIL

N.T.S.

NOTE: FOR USE ADJACENT TO CONCRETE OR FLEXIBLE PAVEMENT, CONCRETE SHOWN. EXPANSION JOINT, PREFORMED JOINT FILLER AND JOINT SEAL ARE REQUIRED BETWEEN CURBS AND CONCRETE PAVEMENT ONLY, SEE SHEET 2.

" SEE CONCRETE PAVING DETAIL FOR PAVEMENT SECTIONS, SUB-BASE, SUBGRADE & COMPACTION REQUIREMENETS

➔ L--------------------------------------------------------------------------------------------------------------------------------------------------------------------------

OLSON LAND PARTNERS, LLC Real Estate /\cquisitiuns &Develupmerit


T: 850.650.4353 F: 850.650.3881

Project:

uO@ifJ!L ~d:JW@

A lJ T 0



- 314 E. Bayou Road Thibodaux, LA 70301

DDG---- Office: 985.447.0090 Fax: 985.447.7009


SEAL

4-21-2021

© THIS SET OF DOCUMENTS INCLUSIVE OF DRAWINGS, SPECIFICATIONS. AND ADDENDUMS MAY NOT BE COPIED, SCANNED, NOR ELECTRONICALLY DISTRIBUTED OR USED



REPRODUCTION COMPANY SHALL BE PERMITTED TO POST THESE DOCUMENTS VIIITHOUT THE EXPRFSSED


STATUS 04/21/21

Sheet Reviisons

# Dale Description

Sheet Title:

CONCRETE DETAILS


Sheet Number:

C4.20

a

~ ~

Concrete

Longitudinal Joint

Tie Bars

NOTES: L For joint seal dimensions see Sheet 2.

2. For slabs poured simultane.oi1s/y, tie bars may be inserted in the plastic concrete by means approved by the Engineer.

3. For Longitudmai Joints:

A Tie bars are deformf'd #4 or #5 reinforcing steel bi!r5 meeting the requirements of Specifications, Section 931.

8. Provide u standard load tfctnsfer tied joint wit/1 #4 bars 25'' in length at 24'' spacing or #5 bars 30" in length at 38" spacing.

4. Transverse joints are to be spaced at a maximum ot 15'. Dowels are required at all transverse joints unless otherwise noted In the plans.

5. Expansion Joints to be p!c1ced on npprovches to bridges, at street intersections and other Jocat,ons indicated io the plans.

6. Punch clean holes in preformed joint filler greater than bar diameter.

7. Coat and lubricate plain steel dowel bars in accordance with Specifications, Section 350.

8. Sheet metaf bottom strips in accordance with Specifications, Section 931.

Top Of

Pavement\

I Steel Tie Bar

rs1e Note #3) \

a -~ -=$=======1r======¥-=·-,

Approved Tie Bar Support

BUTT CONSTRUCTION JOINT

Initial ¼" Sow Cvt Or ¼" Max.

Formed Groove (Depth ¼ to ½ DJ -

L

.

Too Of r----Pavement -\, I L/2 I'"!-----~-

1 ---11 Approx. 3"

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(See Note #"3) -.. l o,.-=I~===;\===-f-=···--::;- -

Cl Cl ·

LANE-TIE JOINT (See Note #2)

===LONGITUDINAL JOINTS===

3" Min

Pl · s I D I 8 I 2" Mrn. : l~etala,n tee owe ar ~ . .

"LP - 1 :rt!~ Puncture And Push Down _/I "b Cnmped

I 3" Min.

2'' Min. I

-I

I - ~-Bar Stop _J

Plain Sleet Dowel Bar \

~~,,--__l_---F=-:-:-:--;c:-=

1/a" On Both Sides

METAL PLASTIC

Preformed Joint

L,:;':; '"' ••••., =\-Pavement \ \ r----L~/_2__---,

f--r'---'-----'\---,,.!,1~-----t-----' I \ ~ :'-~-- :i / Plain SteeI D

1owel Bar

_, ¾" ~/ (See Note #7)

a - ,fj - - ': ---- - ' ~ f ,.·

--·- Met al Or Plastic Cap I

/)).:,.,:.,"'"' I

a

'

l

·-

I

/ Top Of L/2 Pavement

I

I I

/T Pf,;1i11 Steel Dowel Bar (See Note #BJ

-·'-'- l---"..__ Cl

....,,. ;,:..-,

Approved Dowel Support And Spacer

l,....____1_2_"____! \_ Sheet Metal Bottom ' Strip (See Note #8)

I

EXPANSION JOINT (See Note #6)

l

I L/2

BUTT CONSTRUCTION JOINT (Used At Discountiuance Of Work)

½/' Initial Cut If---------1

L/2

Plain Steel Dowel Bar $"

/See Note #8) 1

, 1- Top Of

I / Pavement

(Depth ¼ to Vi D) ~I I

/

Top OfPla..n Steel Dowel Bar

j I a ·-- ---- .

i

'

\.

-

,

.¥ t,,----- Parting Strip (¼" Max. T/Jick)

I__L (Depth ¼ to 1/1 D} J_ I

,--- ---'. / Anticipated :I Break

CONTRACTION JOINT (Vibro Case Method)

r- Paverrent (See Nate #8) lr-------~'--1

I \ I 1.

o h - . - ;;:':t'= •~ 1-.-

CONTRACTION JOINT (Sawed Method)

'

=============TRANSVERSE JOINTS=============

DOWELS (LENGTH 18") Pavement Thickness

"D" Diameter

9"-10½" I¼" ?!l l" 1½"

Plastic: 3'' To 9"-, . 12" 12" 12" 12" 12" 12" 12" 12" . 12" , 3" To 9"1-•- -) l-,----r------+---l~+---l-+---l-+----+---1---~+-\ I- - -•-1

1G __ ~.~ _ _,],_ L.,1,_, a - 6, - 6- --6- --~ --6- --;,- - --o----J11-- ~ , . I' . , ==--~~~~Ff"""""-"""""""""'""""'""""'""""'~"""'l""""'"'""'- 7

c; ,,. , ~I Plain Steel Dowel Bars_/ J Bend Up Against ~n~ Sheet Metal Bottom Strip For Of Pa 11 ement After

Expan5ion Joints Only (See Note #9) Forms Are Removed__/

=============DOWEL BARS CAPS============= =========DOWEL BAR LAYOUT=========

1----r-..-------=----------------,,--------------r------------------------------,-----,-----,;;,: DESCRIPTION:LAST REV/SlON

01/01/16

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CONCRETE PAVEMENT JOJI.NTS INDEX

NO.

305

SHEET

NO.

1of 4

www.ddgpc.com

SITE LAYOUT NOTES, 1. SITT: AREA = +/- 1.29 ACRES. 2. DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 3. ALL RADII ARE 4 FEET UNLESS NOTED OTHERWISE. 4. SEE DRAWING C5.10 THROUGH CC5.20 FOR DETAILS.

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TIDAL WAVE ANALYSIS ACCESSIBLE TO PUBLIC 63 SF CADA RESTROOM)




PARKING ANALYSIS STAND ARD STALLS 3 SPACES


TOTAL PARKING STALLS 4 SPACES


BOOM VACUUM STALLS 12 SPACES

TOTAL VACUUM STALLS 28 SPACES

LEGEND NEW IMPROVEMENTS

BUILDING ■ CURB & GUTTER

ROLL OVER CURB (MOUNTABLE) IHIIIIIIIIDIIIIIIIIIIIIRIIIIIIIIIIIIII

PARKING SPACES

DIRECTIONAL ARROWS

GRASS AREA I

LEGEND - STRIPING SWSL/4" - SINGLE WHITT: SOLID LINE / 4" WIDE DYSL/4" - DOUBLE YELLOW SOLID LINE / 4" WIDE EACH SYSL/4" - SINGLE YELLOW SOLID LINE / 4" WIDE SWDL/4" - SINGLE WHITE DASHED LINE / 4" WIDE SBSL/4" - SINGLE BLUE SOLID LINE / 4" WIDE SWSL/24" - SINGLE WHITE SCUD LINE / 24" WIDE SWSL/6" - SINGLE WHITT: SOLID LINE / 6" WIDE

I ·•• '

NOTES, '/Jl.ll!'Y ,,-,1.,11~'-! :;:ufm __-· !/ 1. ALL STRIPING LOCATED ON SITT: SHALL COMPLY WITH THE MANUAL ON UNIFORM TRAFFC CONTROL DEVICES LATEST EDITION

(_lr,<><CAL) I; UNLESS OTHERWISE NOTED. STRIPING IMPROVEMENTS LOCATED WITHIN THE ROAD RIGHT OF WAY SHALL COMPLY WITH THE

I ,, REQUIREMENTS OF THE JURISDICTION. COMPLETE STRIPING AFTER CAR WASH EQUIPMENT INSTALL IS COMPLETE· REFER TO AD 04 FOR STRIPING PAINT SPECIFICATIONS. REFER TO PAINT MANUFACTURER RECOMMENDATIONS FOR INSTALLATION. ' •Ii

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OLSON LAND PARTNERS, LLC Real Estute Acquisitions & Development


T: 850.650.4353 F: 850.650.3881

Project:

Ll/J&JifJ!L WifJW& AUTO SPA



- 314 E. Bayou Road Thibodaux, LA 70301

Office: 985.447.0090 Fax: 985.447.7009 DDG

"-



4-21-2021

© THIS SET OF DOCUMENTS INCLUSIVE OF DRAWINGS. SPECIFICATIONS, AND ADDENDUMS MAY NOT BE COPIED, SCANNED, NOR ELECTRONICALLY DISTRIBUTED OR USED


ARCHITECTS, APAC. NO PLAN ROOM, ELECTRONIC PLAN SERVICE (INTERNET PLAN SERVICE). NOR


WRITTEN CONSENT OF THE ARCHITECT GRACE HE.BERT CURTIS ARCHITECTS, APAc

STATUS 04/21/21

Sheet Reviisons

Date Description#

Sheet Title:

STRIPING & SIGNAGE PLAN


Sheet Number:

CS.00

www.ddgpc.com

BWE REFlECTIVE PAINT

i G. Of PARK~ SPACE

s·-f ~

1. VERIFY SYMBOL REQUIREMENTS WITH LOCAL JURISDICTION. 2. ADD "VAN" LETTERING WHERE INDICATED ON SITE PLAN. 3. LOCATE SYMBOL AT THE EOGE OF PARKING SPACE UNLESS

ACCOMPANIED BY "VAN" LETTERING.

ACCESSIBLE PARKING SYMBOL DETAIL

(OR ,S SPECIFIED B'f LOCAL COOES}

'b I

;...

tn ;i: 'ti

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2'-o• (lYP.)

4'-9" {lYP.)

LEFT TURN

~ STRAIGHT

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1. All TRAFFIC FLOW ARROWS TO BE SOLID YELLOW REFLECTIVE TRAFFIC PAINT.

2. NEW PAVEMENT SURFACES SHALl BE AllOWED TO CURE AT LEAST 30 DAYS BEFORE APPLICATION OF MARKING MATERIALS.

3. INSTALl PAVEMENT MARKINGS ACCORDING TO MANUFACTURER'S RECOMMENDATIONS AND PROJECT SPECIFICATIONS.

INTERNAL TRAFFIC FLOW ARROW DETAIL

4'-9" (TYP.)

RIGHT TURN

-=STR.,.0"7KE"""W"ID~TH~-11-1 L 4• SPACING 4 - UNLESS NOTED

u OTHERWISE

NOTE: 1. WORDS SHALl BE APPLIED IN ACCORDANCE WITH SECTION 3B.20 OF THE

MANUAL ON UNIFORM TRAFFIC COr,/JROL DEVICES FOR STRETTS AND HIGHWAYS. 2. THESE WORDS ARE TO BE PAINTED RETROREFLECTrv'E WHITE.

•CUSTOMER AREA• PAVEMENT MARKING AS INDICATED ON PLAN

" SPACINGSTROKE WIDTH 1--"'""' 4" (TYP.)

UNLESS NOTED OTHERWISE

NOTE: 1. WORDS SHALL BE APPLIED IN ACCORDANCE WITH SECTION 38.20 OF THE

MANUAi ON UNIFORM TRAFFIC CONTROL DEV1CES FOR STREETS AND HIGHWAYS. 2. THESE WORDS ARE TO BE PAINTED RETROREFLECTIVE WHITE.

•oo NOT ENTER· PAVEMENT MARKING AS INDICATED ON PLAN

OLSON LAND PARTNERS, LLC Real Est1te Acqutsitf011s &Oi:velopment


T: 850.650.4353 F: 850.650.3881

Project:

Lf[]&)jjj/1, ~AJW@

A I.) T 0



- 314 E. Bayou Road Thibodau)(, LA 70301

DDG---- Office: 985.447.0090 Fax: 985.447.7009


SEAL:

No. 3665:5

PROFESSION

ORI

T.

4-21-2021





WRITTEN CONSENT OF THE ARCHITECT, GRACE HEBERT CURTIS ARCHITECTS. APAC

STATUS 04/21/21

Sheet Reviisons

# Date Description

Sheet Title:

STRIPING DETAILS


Sheet Number:

C5.10-;L_________________________________________________________________________________________________________________________________________________________________J

www.ddgpc.com

NOTE: ALL SIGNS EQUAL TO ORROUND CONCRITT

TOP OF PIPE SMOOTH GREATER THAN 36' IN SIGNAGE OTHER THAN WIDTH SHALL HAVE TWO

6' GALVANIZED SCHEDULE ACCESSIBLE POSTS 40 STEEL PIPE FILLED TRUCK(PED XING, STOP, ETC.) SIGNAGE OTHER THAN TRUCK ENTRANCEWITH CONCRETE

' , I I ' '

ENTRANCE30' (TRUCK EXIT, NO THRU TRAFFIC, ETC.)REQUIRED SIGN (TYP.) 36' ~-PAINT OSHA

YELLOW GALVANIZED GALVANIZEDPAINT CONCRITT BLACK AFTER

SQUARE TUBE SQUARE TUBE 111-----llt--~ I I i' I CURING AT ASPHALT LOCATIONS I ' ' USE 6' SCH. 40 STEEL PIPE FILLED3• NOTE:NOTE:SLOPE TOP OF" W/ CONCRITT WITH TOP ROUNDED.

"""""·-Im

___

USE 6' SCH. 40 STEELCOVER z THE t.tlN. HEIGHT OFTHE MIN. HEIGHT OFCONCRETE (USE INTEGRALLY COLORED BLACK OR PIPE FIULED W/VTHE BOTTOM OF THE ~ THE BOTTOM Of THEFINISHED SAFElY BLUE IDEAL SHIELD BOLLARD CONCRETE WITH TOP

LOWEST SIGN SHALL :' LOWEST SIGN SHALLGRADE SLEEVE OR SIMILAR, UNLESS ROUNDED AND PAINTED0 BE 7'-o•SPECIFICALLY REQUIRED BY INSPECTION. 11 I TRAFFIC YELLOW II

I f BE 7'-o• . 0 r--0 t---ISLOPE TOP OF I

;,. 1 SLOPE TOP OF I

;,.CONCRITT I.I I

CONCRITT II rPAVED SURFACEPAVED SURFACE

>->-':o ~ 3500 P.S.I.~WHERE GUARDPOSTI P.C.OCCURS ABOVE

~

3500 P.S.I. P.C.

CONCRITT .

BASE

0 I

;,. ~ CONCRITT2·-0· FOOTING, START PIPEWHITE LEGEND REDWHITE LEGEND RED ENCASE IN CONCRITT -1 f--''-''---1 < < BASE0 TOP OF FOOTINGBACKGROUNDBACKGROUND (2,500 PSI)

R1-1 "-R1-1 0 0

GALVANIZED 'U' CHANNEL POST (2 #1 FT.)

PAINT CONCRITT BLACK AIFTER CURING AT ASPHALT LOCATIONS

SLOPE TOP OF CONCRITT

•0

"'

z L,J ~STOP SIGNSi BOLLARD DETAIL1·-s· ae•xae· "'

~ "-~

4•-0· -l I--+---- 10·111

OLSON LAND PARTNERS, LLC Redl E5tc1te fln1ui-:,ition5 & Develorment


T: 850.650.4353 F: 850.650.3881

Project:

u!l@iiJ!L WAJW&

A U T 0


Designe~s Information:

314 E. Bayou Road Thibodaux, LA 70301

Ottice: 985.447.0090 Fax: 985,447.7009 DDG www.ddgpc.com


SEAL:

4-21-2021



ARCHITECTS, APAC NO PLAN ROOM, ELECTRONIC PLAN SERVICE (INTERNET PLAN SERVICE). NOR

REPRODUCTION COMPANY SHALL BE PcRMITTED TO POST THESE DOCUMENTS WITHOUT THE EXPRESSED

WKI ITEN CONSE:NT OF THE ARCHITECT, GRACE HEBERT CURTIS ARCHITECTS, APAC

STATUS 04/21/21

Sheet Reviisons

Date Description#

Sheet Title:

TRAFFIC SIGNAGE DEATILS


Sheet Number:

CS.20

N.T.8.-:.,. STOP SIGN

N.T.8.

STANDARD SIGN POST DETAIL

STOP

(' t -~

® ONLY

® ONLY

® ONLY STOP

SPEED LIMIT

10 l

DETAIL •c• DETAIL •D•DETAIL •B•DETAIL •A•

C, I i::i ~ <1-w C

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~ IL < ~ ~ 10 0 U) m U)

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DOIWE POST8tKVEPQ8T N.T.S.N.T.S.NOTES:

1. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S LAYOUT PER STRIPING 'MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES', DETAIL/SITE PLAN LOCAL ODDES AND AS SPECIFIED. t.tOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S N.T.S. INSTRUCTIONS.

2. GALVANIZED SQUARE TUBE POST WITH SIGN(S) NEVER LESS THAN 9'

POST TUBES - 2'x2'x3/16' 14ga (UNLESS STOP SIGN IS USED)POST TUBE SHALL t.tEET ASTt.t A1011 GRADE 50. POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90. PAINJEP ENPCAP 90'

SIGN LOCATIONS 90' PARKING

SIGN MOUNTING AND BASE WITH BOLLARD (USE WHERE SIGN IS NOT WITHIN CURBED ISLAND>

·O.,.-':IL.,______________________________________________________________________________________________________________________________________________________j

www.ddgpc.com

w

REQUIRED

GATE VAL\/f.

REQUIRED (REF. IRRIGATION

UTILITY NOTES, 1. CONTRACTOR SHALL COORDINATE UTLITIES WITH OWNER-OPERATOR REPS:

KORI BROUSSARD (225) 454-2629 (CELL PHONE) KORICOLSONLANDPARTINERS.COM BRENT DANIEL (709) 975-6159 (CELL PHONE) BRENTOTIDALWA\/f.AUTOSPA.COM

2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTLmES & NOTIFYING THE APPROPRIATE UTILITY COMPANY PRIOR TO BEGINNING CONSTRUCTION. 3. THE CONTRACTOR IS SPECIFICALLY CAUTONED THAT THE LOCATION &/OR ELEVATION OF EXISTING UTLITIES AS SHOWN ON THESE PLANS IS BASED

ON RECORDS OF THE VARIOUS UTILITY COMPANIES &. WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FlELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPRO\/f.MENTS SHOWN ON THE PLANS.

4. CONTRACTOR SHALL VERIFY HORIZONTAL & VERTICAL LOCATION OF ALL EXISTING STORM SEWER STRUCTURES, PIPES. & ALL UTILITIES PRIOR TO CONSTRUCTION.

5. CONTRACTOR TO REMOVE OR RELOCATE WHEN APPLICABLE, ALL EXISTING BUILDINGS, FOUNDATIONS, EASEMENTS, & CONNECTING IMPRO\/f.MENTS, DRAIN PIPES, SANITARY SEWER PIPE, POWER POLES & GUY WIRES, WATER METERS & WATER LINES, WELLS, SIDEWALKS, SIGN POLES, UNDERGROUND GAS, SEPTIC TANKS, & ASPHALT, SHOWN & NOT SHOWN, WITHIN CONSTRUCTION LIMITS & WHERE NEEDED, TO ALLOW FOR FlLL MATERIAL, UNLESS OTHERWISE DENOTED, TO BE REMO\/f.D AS UNCLASSIFIED EXCAVATION. IN COORDINATION WITH EMERALD COAST UTILmES CONTRACTORS ARE NOT ALLOWED TO OPERAGE VAL\/f.S OR REMO\/f. ANY EMERALD COAST OWNED EQUIPMENT SERV1NG POWER, CABLE, GAS, WATER AND WASTEWATER TO OUR CUSTOMERS.

6. CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING IMPRO\/f.MENTS DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, UTILITIES, PA\/f.MENT, STRIPING, CURBS, ETC. REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDmONS.

7. CONTRACTOR SHALL REFER TO ARCHITECTS PLANS & SPECIFlCATIONS FOR ACTUAL LOCATION OF ALL UTLITY ENTRANCES TO INCLUDE SANITARY SEWER LATERALS, DOMESTIC & FIRE PROTECTION WATER SERVICE, ELECTRICAL, TELEPHONE, CABLE T.V., & GAS SERVICE. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTLmES IN SUCH A MANNER AS TO AVOID CONFLICTS & ASSURE PROPER DEPTHS ARE ACHIEVED AS WELL AS COORDINATING WITH CITY UTILITY REQUIREMENTS AS TO LOCATIONS & SCHEDULING FOR TIE-INS/CONNECTIONS PRIOR TO CONNECTING EXISTING FACILITIES.

8. CONTRACTOR SHALL COORDINATE WITH ARCHITECTURAL PLANS, POWER COMPANY, & TELEPHONE COMPANY FOR ACTUAL ROUTNG OF POWER & TELEPHONE SERVICE TO BUILDING.

9. CONSTRUCTION SHALL COMPLY WITH ALL GO\/f.RNING CODES & BE CONSTRUCTED TO SAME. 10. SEE SPECIFICATIONS & DETAIL SHEETS FOR BACKFILLING & COMPACTION REQUIREMENTS ON UTLITY TRENCHES. 11. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARD OF OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING

JURISDICTION FOR EXCAVATION & TRENCHING PROCEDURES. THE CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING, & OTHER MEANS OF PROTECTION. THIS TO INCLUDE BUT NOT LIMITED TO, ACCESS & EGRESS FROM ALL EXCAVATION & TRENCHING. CONTRACTOR IS RESPONSIBLE TO COMPLY WITH PERFORMANCE CRITERIA FOR OSHA.

12. SITEWORK FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT ISSUED STANDARD SITEWORK SPECIFlCATIONS. 13. CONTRACTOR SHALL COORDINATE WITH OTHER UTLmES TO ASSURE PROPER DEPTH & PREVENT ANY CONFLICT OF UTLmES. 14. THE MINIMUM HORIZONTAL SEPARATION BETWEEN THE CLOSEST TWO POINTS OF THE WATER & SEWER LINE IS TEN (10) FEET, OR MINIMUM

VERTICAL SEPARATION BETWEEN THE CLOSEST TWO POINTS OF THE WATER & SEWER LINE IS EIGHTEEN (18) INCHES. 15. CONTRACTOR SHALL GROUT AROUND ALL PIPE ENTRANCES TO SANITARY SEWER MANHOLES WITH NON-SHRINKING GROUT TO ASSURE CONNECTION IS

WATER TIGHT. 16. CONTRACTOR SHALL ON ALL UTILITIES, COORDINATE INSPECTION WITH THE APPROPRIATE AUTHORmES PRIOR TO COVERING TRENCHES AT

INSTALLATION. 17. CONSTRUCTION SHALL COMPLY WITH ALL GOVERNING CODES & REQUIREMENTS. THE CONTRACTOR SHALL CONDUCT ALL REQUIRED TESTS TO THE

SATISFACTION OF THE RESPECTIVE UTILITY COMPANIES & OWNERS INSPECTING AUTHORmES. 18. SITE CONTRACTOR TO COORDINATE PROPOSED RECONNECTION OF ALL UTLmES WITH ARCHITECTURAL PLANS AS WELL AS UTLITY COMPANIES &

BUILDING CONTRACTOR. 19. FOR GENERAL NOTES SEE DRAWING Cl.DO. 20. ALL NECESSARY INSPECTIONS &/OR CERTIFlCATIONS REQUIRED BY CODES &/OR UTLITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO

ANNOUNCED BUILDING POSSESSION & THE FINAL CONNECTION OF SERVICES.

WATER NOTES, 1. ALL WORK SHALL BE DONE TO THE CITY OF PENSACOLA/EMERALD COAST UTLITY AUTHORITY STANDARD SPECIFICATIONS. 2. REFERENCE ARCHITECfS PLANS FOR ALL BUILDING FlRE SERVICE & DOMESTIC SERVICE CONNECTION LOCATIONS. 3. CONTRACTOR SHALL CONSTRUCT WATER SERVICES AS SHOWN, & CONSTRUCT METERS, PITS, & INSTALL CHECK VALVE. 4. ALL SPRINKLER & DOMESTIC LEADS TO BUILDING SHALL END AT THE FACE OF BUILDING WALL, UNLESS NOTED, & SHALL BE PROVIDED WITH A

TEMPORARY PLUG AT END (FOR OTHERS TO REMOVE & EXTEND AS NECESSARY), 5. ALL VERTICAL BENDS ON WATER MAIN SHALL BE RESTRAINED WITH A MECHANICAL JOINT FITTING SUPPLIED WITH THE RETAINER GLANDS. ANY

JOINTS 25 FEET OR LESS FROM EITHER SIDE OF VERTICAL BEND SHALL BE RESTRAINED WITH A RETAINER GLAND. 6. DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FrrTING. 7. ALL VALVES SHALL BE INSTALUED IN A CAST IRON VALVE BOX WITH COVER. B. THRUST BLOCKS SHALL BE PROVIDED AT ALL HORIZONTAL BENDS, TEES, & FIRE HYDRANTS. SEE DETAIL. 9. THE MINIMUM COVER ON WATER MAINS SHALL BE 3 FEET. 10. PIPE SIZES 3" & SMALLER SHALL BE PVC, RATED AT 200 PSI, SOR 21. 11. PIPE SIZES 4" & LARGER SHALL BE DUCTILE IRON, MECHANICAL JOINT FITTING. 12. GATE VAL'IIES 3/4" THROUGH 3" SHALL BE BRONZE WEDGE lYPE GATE VALVE. VAL'IIES SHALL HAVE NON-RISING STIEM WITH SOLID TEE HEAD

OPERATING NUT UNLESS NOTED OTHERWISE. 13. GATE VAL'IIES 4" & LARGER SHALL BE CAST IRON GATE VALVE WITH PARALLEL DOUBLE DISC. VAL'IIES SHALL HAVE MECHANICAL JOINT ENDS &

NON-RISING STIEM WITH SQUARE OPERATING NUT.

TELEPHONE NOTES, 1. AI.L PHONE LINE LOCATIONS ARE APPROXIMATE & SHOWN FOR COORDINATION PURPOSES ONLY. REFERENCE ARCHITECfS PLANS FOR ALL BUILDING

SERVICE CONNECTIONS. 2. LOCATE POC & SEND SERVICE CONDUIT IN THAT DIRECTION.

SANITARY SEWER NOTES, 1. ALL WORK SHALL BE DONE TO THE CITY OF PENSACOLA/EMERALD COAST UTLITY AUTHORITY STANDARD SPECIFICATIONS. 2. REFERENCE ARCHITECT'S PLANS FOR ALL BUILDING SERVICE CONNECTIONS. 3. CONTRACTOR SHALL PAY ALL FEES & CHARGES PERTINENT TO SANITARY SEWER CONSTRUCTION & SHALL COORDINATE WITH CITY OF

PENSACOLA/EMERALD COAST UTLITY AUTHORITY PRIOR TO COMMENCING WITH CONSTRUCTION. 4. ALL STUB-OLITS & WYE LATERALS SHALL BE PLUGGED WITH A STANDARD lYPE PLUG. 5. SANITARY SEWER PIPE OF DIFFERENT MATERIAL SHALL BE JOINED BY A RUBBER SLEEVE WITH STAINLESS STEEL COUPLING, MADE FOR TRANSmONS

FROM ONE MATERIAL TO ANOTHER. 6. DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR TO CENTERLINE OF MANHOLE. 7. THE SANITARY SEWER PIPE MATERIAL SHALL BE PVC, SOR 26, SEWER PIPE UNLESS OTHERWISE NOTED ON PLAN.

POWER NOTES• 1. REFERENCE MEY ENGINEERS PROVIDED ELECTRICAL SITE PLAN; REFERENCE E0.01 PLANS FOR ALL BUILDING SERVICE CONNECTIONS.

2. ALL PRIMAIRY & SECONDARY SERVICE LOCATIONS ARE APPROXIMATE & ARE SHOWN FOR COORDINATION PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE POWER COMPANY, TO DETERMINE EXACT LOCATION &: RESPONSIBILmES INCLUDING COST.

STRUCTURE TABLE r-----------------i:::-~;;:~------, STRUCTURE GUTTER/ INVERT ELEVATION PIPE LENGTH PIPE lYPE PIPE SLOPElYPENUMBER CASTING ELEV IN OUT GATE VAL\/f. ~ :

1 1.5" REQUIRED WATER METER CD Cl.EANOUT 101.92 97.56 (2) 13 6"f PVC 1.00:1:

1-2 -- W IN JUMBO METER BOXil

"Cl EXISTING 2" WATER2z CLEANOUT 101.90 97.43 (1) 97.43 (3) 43 6"f PVC 1.00,i;2-3 LINE STUB OUT/<

'~ 3 Cl.EANOUT 101.67 97.00 (2) 97.00 (4) 118 6"f PVC 1.00%3-4 CONTRACTOR SHALL USEREQUIRED 2" WILKINS 375 BRASS FlTTING PER ECUA

SEWER LIFT REDUCED PRESSURE4 101.22 95.82 (3) STANDARDS~ STATION BACKFLOW PREVENTOR

:l IRRIGATION METER (REF. IRRIGATION PLANS)0

0 ui 2" WATER LINE0

TO BUILDING

! II)

N.T.S.:ii BACKFLOW PREVENTORa, II) PLANS) '

:::a,

1REQUIRED IRRIGATION SERVICE LINE

9 L____c~~R'.'.'..GA.:°~~Ns) ______l____________J 0

I! G ;:: DETAIL "A" 9 C

-~

I

--➔ L-------------------------------------------------------------------------------------------------------------------------------------------------------"

!:!QIE: ENTIRE SITE IS WITHIN 20-YEAR WHPA. THE SUBJECT PARCEL FALLS WITHIN THE TRAVEL TIME CONTOUR OF A PROTECTED (POTABLE) WELLHEAD. CONTRACTORS SHALL BE RESPONSIBLE FOR REPORTING SPILLS OF POTENTIALLY HAZARDOUS SUBSTANCES (i.e. GASOLINE, DIESEL FUEL, HYDRAULIC FLUID, CLEANING PRODUCTS, CHEMICALS, ETC.) TO THE APPROPRIATE STATE (FDEP STATE WARNING POINT 1-800-320-0519) & LOCAL ( [CUA-EMERALD COAST UTILITIES AUTHORllY (850)476-5110 & ESCAMBIA COUNTY HEALTH DEPARTMENT (850)595-6712.


WATIERLINE

DOMESTIC WATIERUNE

IRRIGAllON WATIERUNE

FIRE WATIERLINE

SANITARY SEWERLINE

GAS LINE

OVERHEAD TIELEPHONE & ELECTRIC

SEWER FORCE MAIN

UNDERGROUND TIELIEPHONE

UNDERGROUND ELIECTRIC

STORM DRAIN SYSTIEM

FIRE HYDRANT

POWER POLE

SEWER MANHOLE & STRUCTURE #

SCALE IN FEET

30' 15' 0 30' 60' 90'

OLSON LAND PARTNERS, LLC Real [stdte Ac.qubitiuns & Devei0p1nent


T: 850.650.4353 F: 850.650.3881

Project:

7l!J&JiiJ/1 l½Y'iiJW&

A U T 0




Thibodaux, LA 70301 -Office: 985.447 0090 Fax: 985.447.7009



4-21-2021

C0 THIS SET OF DOCUMENTS INCLUSIVE OF DRAWINGS. SPECIFICATIONS, AND ADDENDUMS MAY NOT BE COPIED, SCANNED, NOR ELECTRDNICALL Y DISTRIBUTED OR USED


ARCHITECTS, APAC. NO PLAN ROOM, ELECTROl~IC PLAN SERVICE (INTERNET PLAN SERVICE), NOR



STATUS 04/21/21

Sheet Reviisons

# Date Description

Sheet Title:

UTILITY PLAN


Sheet Number:

C6.00

www.ddgpc.com

https://c~~R'.'.'..GA

https://BRENTOTIDALWA\/f.AUTOSPA.COM

https://KORICOLSONLANDPARTINERS.COM

1.5'

. .

GEOTEXTILE FABRIC AT NATIVE SOIL/LIMESTONE IITTERFACE

'

TYPICAL MANHOLE SEE DETAIL

1.5'

MANHOLE TO BE BEDDED PER FLORIDA DEPARTMENT OF 'TRANSPORTATION (FOOT) STAINDARD SPECIFICATIONS FOR HIGHWAY & BRIOGE CONSTRUCTION, 2018 EDmON. IN 6" LIFTS.

6" CONCRETE APRON WITH 6X6 10/10 WWF

... . - ""

.; ,• .

FlXED ·•STRUCllJRE ...: :•... ..

2-#4 TOP & BOT ·• 1• CLR FROM TOP

· .", 2• CLR FROM BOT • DO NOT LCT REINFORCEMENT

. · • ' '·•· • CROSS SAWCl/TS NEARBY OR .. • , · . ' OTHER JOINTS THAT AllOW

PRECAST CATCH• · ·. FOR MOVEMEITT.

'TRAFFIC

TYPICAL RECTANGULAR FIXED STRUCTURE PLAN DETAIL USES: BUILDINGS, RETAINING WAUS/OOCK WAI.LS AND DROP N£TS

STORM AND SANITARY SEWER MANHOLE BEDDING DETAIL MANHOLE

N.T.8. N.T.S.

"',. ~ d <I-w C IC w I-<::: ::ii IC 0 I-U)-N ID 0 .., a, IO a,' ,,, -IO a, IO a,' ,,, -0 0 0

-a, ' ,,, (!J

::: C,,, C

-~ ,,, ➔

:

GENERAL NOTES: J ~or~ r.~,, lnde, wi'I, rwl,•x 425-001 d~,j ln~r, 425 ,1/0

J P•oa,d« 1v0'· mioi,,,"'" cot"' for st,>el ltl slab /01,< 11nle<s )rhe,·wls-. :;hown TDµs m,1y

be el/l'ler casl-1,1- ~•.,c~ u, p,;;,~5/ ,_,,,,cr,Hc•

4. Pi.v~ 100 .Sldh cp~ou,qs soc/J U,.11 l ed9~s or ,01~1 r,a,;!~ w,11 Pe ro,JtcO ~·,r0·t1y a!Jm:e bv!rom ,-,,,'/ m r',er wall tar 11.'t~r.,.,1~ 8 dppucat,'011s

5 i\''1en \liS,1 ,on a strvclur~ ,.,11, d•1'1€~s,o,;5 l~,y~, 1h,m ilros« 'Wldil~,! ~" 5'1~et J ~,,o riser, ate net ""!"'1c~, rn~srrL'cl 1/>e !cp s/,a(> ,is,n9 l•ade, 42~-~/0 ,>1t/1 the ;/db oee,11119 d(/J(J.</~o to 7-l"dli" T',<' ".~rit-udl Tr,µ Slab" m, !s,lr, 4J'd!/O ,_,, rJ<Jt µe,,,•,lte<I

l. ,·deed ~raJ,.; .,,,i, a,,µ,.,,,o,,.te:y e,:,,a,' w•emn~:; il>J[ su/15/r AA>hrV .'I( 9J lod11i;1 ,.,~ pec,pi,(w/. P1avr'de rev~1sobif' (nghl or lefl/ q,~tes

l f1dme dr"I r,rnre fJ~ra11,

J fop s,~b flela••s

,;5 l;!M~ roo, 116 Sa,,. /J,,rrmn.

/'•U" l<durr•, filc-n r,~i,, /

=============CURB INLET TOP TYPE 9===~=========

P£V/5iON

11/01/20

LAH

~EV/SfON

11/01/20

r.

•- j_

l,!_ PLAN

---- I

FY 2021-22

STANDARD PLANS

I>-----·- -- ,,.,.,,p ---------------< I

I11- ,, "' . ,II i

,I '"" ) I '~tr· / -=~_, r--;:"-cic"-__ -__-_-__-_"'.. ----,-_,.-.--~-=~-1:=_J ·::;:,

I-------- 3-C" ----------- -ii 1- - "-~-··--- ?-~'"-------- -

------ -------- ----- ,, r

SECTION A,A

CURB [NLET TOP TYPE 9

-··-C------------------~-- ;;,~•

PLAN

,'-I!½'

/!-\," r il F,•,al Spa,~~l;;,,' -- ' 'IJ"

' l -1 i- ---~-~~- >T. ~~;-,,-71,~1",I/;7·-·-·:-;,r--;y--;✓-::r ,.1..1· I.Ir -,;::_'L_~/ - j_ ,' ' ' ' . ' .!.,..'.___i,~•~,~~·-c-·~,.

', See Dl'T~Jl "A" ~ee VlcfA'I. 'H' ./

SECTON C-C

425-024 1 of 3

3'1, R ~• Fl ·;,,.7--••1 ;< i c ,;;, / ··•,/'

' /.

! !::I _L__..._,

,, 1-1

w,,, ~ ,,,'I

'

~

DETAIL "B"

============== GRATE DETAILS==============

,-- ACl/<JSl,lbl~ brh Box /"" !6' ta 9" Cutb He1,,h1!

SECTION 8-8

================ FRAME AND GRAT£ DETAILS============ --=-= FRAME AND GRATE DETAILS

FY 2021-22 STANDARO PLANS

CURB lXLET TOP TYPE 9 /NDfX SHUT

425-024, 2 of 3

LAST

P.EV/5/0N

/1/01/20

PLAN

··- 'f- J ,_

,,,-.t,oHI ref' (In L,~u ,o; D,,wel,! /

J-6" or 4'-rr · a,,t',O,n or .~as<''

SECTION D-0

/,4 8,11 s (o,;,•rnuo,,s o, J'-0' N&,.•,os (~~1•e t'~'a"/ •-

ld•~/4 o.,l,'4.0 w~1,1~:i \l'n ~ fl<-1'l'OICNJCOt, &o<ro,,,

FY 2021-22

STANDARO PLANS

f~<,/N ('I Qp~~•09 ,/,J ,''.;lt:«'!/fi~, toc,,1,on

PLAN

CURB liNLWr TOP TYPE 9

- ,,-5 8,,r5 ,N,t,~ HMI.$, o· ,,, B,,,,o,r,

l-W,) ~-.,,, Top ao;f /lo'tom

#4 /l~J < ac W,;,!de,o W·,~ P,eir,•urc~m,0 1.t

6"

TOP SLAB GETAILS

SHEl'T

4?5-024 3 of 3

NEENAH R-1593 EAST JORDAN IRON WORKS V-1624 U.S. FOUNDRY 117-BL

1RANSmON SECTIONS.

ADJUST TO GRADE WITH BRICK, BLOCK STRETCHER COURSE, OR PRECAST RINGS

STANDARD PRECAST MANHOLE RISERS AIND

PRECAST CONCRETE MANHOLE CONE

SECTION

BASIN PER D.O.T./D.O.T.D. HEAVY Dl/TY

RATING.

• •

.. •.

... 4

•

STANDARD MANHOLE STEPS

12" THICK WASHED STONE

PRECAST STORM (TYP.)

w

18" MIN. O.D. 18" MIN.

GEOTEXTILE FABRIC

FINAL BACKFILL

GENERAL NOTES 1. BEDDING SHALL BE #57 STONE OR RECYCLED CONCRETE CONFORMING

TO FLORIDA STANDARD SPECIFICATIONS FOR ROADS AND BRIDGES, 2018 EDITION. COMPACTED 90% MAXIMUM DRY DENSITY (ASTM D698).

2. HAUNCHING SHALL BE WORKED AROUND THE PIPE BY HAND TO ELIMINATE VOIDS AND SHALL BE SAME MATERIAL AS BEDDING.

3. IF UTILITY TRENCHES ARE BACKFILLED WITH RELATIVELY CLEAN GRANULAR MATERIALS, lHEY SHALL BE CAPPED WllH AT LEAST 18" OF COHESIVE FILL IN NON-PAVEMENT AREAS TO REDUCE THE INFILTRATION & CONVEYANCE OF SURFACE WATER lHROUGH THE TRENCH BACKFILL.

4. FINAL BACKFILL SHALL BE COMPACTED TO 95% STANDARD PROCTOR. (AS'IM D698).

5. ALL MATERIALS SHALL BE INSTALLED IN MAXIMUM 8" LOOSE LIFTS IN ACCORDANCE WllH AS'IM D 698.

6. ALL TRENCH EXCAVATIONS SHALL BE SLOPED, SHORED, SHEETED, BRACED, OR OlHERWISE SUPPORTED IN COMPLIANCE WllH OSHA REGULATIONS AND LOCAL ORDINANCES. (SEE SPECIFICATIONS)

7. GEOTEXTILE FABRIC SHALL BE MIRAFI 600 OR APPROVED EQUAL. 8. GEOTEXTILE FABRIC SHALL BE PLACED AT THE INTERFACE OF lHE

BEDDING MATERI AL AND NA1URAL SUBGRADE AS WELL AS AROUND TIHE PIPE AT EACH JOINT.

STORM SEWER TRENCH AND BEDDING

N.T.8.

OLSON LAND PARTNERS, LLC Real Estate A(.qu~,itions &De-velopment


T: 850.650.4353 F: 850.650.3881

Project:

ll!J&Jjjj/1 ~jjj[}lg -"UTO PA



- 314 E. Bayou Road.......... Thibodaux, LA 70301

Office: 985.447.0090 Fax: 985.447.7009DDG www.ddgpc.com


SEAL:

4-21-2021

© THIS SET OF DOCUMENTS INCLUSIVE OF DRAWINGS. SPECIFICATIONS, AND ADDENDUMS MAY NOT BE COPIED, SCANNED, NOR ELECTRONICALLY DISTRIBUTED OR USED


ARCHITECTS, APAC NO PLAN ROOM, ELECTRONIC PLAN SERVICE (INTERNET PLAN SERVICE), NOR



STATUS 04/21/21

Sheet Reviisons

# Date Description

Sheet Title:

STORMWATER DETAILS


Sheet Number:

C6.21

www.ddgpc.com

-- --

w O.D.

FINAL BACKFILL

INITIAL BACKFILL

OR

0.0.

2-#"'=> TOP & BOl 2-#4 C TOP & BOT j" CLR FROM TOP 1" CLR FROM TOP

" CLR FROM BOT2j" CLR FROM BOT

. . . . . ...

.•

...

....

1/2" SOFT PREFORMED

. ' - ..

JOINT FILLER FULL DEPTli OF PAVEMENT WITH BACKER ROD AND SEALANT.

TYPICAL ROUND FIXED STRUCTURE PLAN DETAIL

USES: w.NHOl.£S, LIGHT POLI MSES iWD BOLLARDS

WATER LINE SANITARY SEWER N.T.S. N.T.S.

GENERAL NOTES

1. BEDDING SHALL BE CLASS I-A WORKED BY HAND. IF 6. FINAL BACKFILL NOT UNDER PAVED AREAS CAN BE CLASS GROUNDWATER IS ANTICIPATED, THEN BEDDING SHALL BE W-A COMPACTED TO 95% STANDARD PROCTOR. CLASS 1-B COMPACTED TO 85% STANDARD PROCTOR. 7. ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE WITH ASTM

2. HALNCHING SHALL BE WORKED AROUND THE PIPE BY D 2321-89. HAND TO ELIMINATE VOIDS AND SHALL BE CLASS I-A OR 8. ALL MATERIALS SHALL BE INSTALLED IN MAXIMUM 8" LOOSE CLASS 1-B OR CLASS II COMPACTED TO 85% PROCTOR. LIFTS IN ACCORDANCE WITH ASTM D 698. CLASS Ill AND

3. INITIAL BACKFILL SHALL BE CLASS I-A WORKED BY HAND, W-A MATERIALS SHALL BE COMPACTED NEAR OPTIMUM OR CLASS 1-B OR CLASS II COMPACTED TO 85% STANDARD MOISTURE CONTENT. PROCTOR. 9. FILL SALVACED FROM EXCAVATION SHALL BE FREE OF

4. INITIAL BACKFILL NOT UNDER PAVED AREAS CAN BE CLASS DEBRIS, ORGANICS AND ROCKS LARGER THAN 3". Ill COMPACTED TO 90% STANDARD PROCTOR. 10. ALL TRENCH EXCAVATIONS SHALL BE SLOPED, SHORED,

5. FINAL BACKFILL SHALL BE CLASS I, II, OR Ill COMPACTED SHEETED, BRACED, OR OTHERWISE SUPPORTED IN AS NOTED IN NOTES 3. AND 4. COMPLIANCE WITH OSHA REGULATIONS AND LOCAL

ORDINANCES. (SEE SPECIFICATIONS)

UTILITY TRENCH AND BEDDING N.T.S.

NOTES: 1. DISTANCES OF RESTRAINTS SHALL BE REQUIRED ON EVERY JOINT(S) ON

EACH SIDE OF FITTING, IN ADDITION TO CONCRETE OR TIMBER BLOCKING.

2. RESTRAINTS NOT REQUIRED INSIDE OF CASING WHEN FITTING OR PIPE IS RODDED TO CASING ENDS.

3. RESTRAIN TEE WHEN USED f,/5 A 90' BEND.DEAD END, OR "5 NOTED ON PLANS.

4. AT ALL ROAD CROSSINGS AND WHERE NOTED ON PLANS, FITTINGS NOTED ON PLANS.

5. TIE-INS SHALL BE RESTRAINED f,/5 IF A 90" BEND 6. RESTRAINT SYSTEM:

EITHER: (A) RODS FOR USE WITH MECHANICAL JOINT FITTINGS - 2 REQUIRED -5/8" DIA. STAINLESS STEEL FOR 8" PIPE & BELOW

(B) RETAINER GLAND: USE EBBA IRON, UNI-FLANGE OR EQUAL IN COMPLIANCE WITH PIPE MATERIAL USED.

C-900 PIPE

---iC-:------1. -:t------1. +----1 ±---ti-, Cl ~ DUCTILE IRON RETAINER GLAN~ 1· . ~ j FOR PIPE JOINTS _V..J

< UNRESTRANED JOINT DUCTILE IRON RETAINER GLAND1-w FDR MECHANICAL JOINT FITTINGSC a: w

DUCTILE IRON FITTINGS & ADJOINING PIPE SHALL BE~ RESTRAINED AS DETAILED & BY MINIMUM LENGTHU) ON EACH SIDE OF FITTING "5 CHARTED BELOW NOMINAL 11 1 2' 45' 90'

PIPE BEN BEND BEND SIZE

4 3 7 14 34 6 3 7 14 4 8 4 9 18 44 10 5 11 22 53 12 6 13 26 63 18 9 18 37 90

"" DUCTILE IRON RETAINER GLAND FOR PIPE JOINTS

wffi ll. ii:~ ;: g O> - I"' ui u

(.)

IC Cl) IC

I!!,,. •

ALL JOINTS THAT FALL WITHIN THE DISTANCES SHOWN MUST BE RESTRAINED. BRANCHES OF TEES & DEAD~ ENDS TAKE THE SAME VALUE AS 90" BEND.'ll

I!!,,. 0 0 UNRESTRAINED JOINT~ 9 Cl)-G DETAIL OF RESTRAINED PIPE AND FITTINGS y;: C N.T.S. I,,. C < . (.)

➔ '---------------------------------~-------------------------------------''---------------------------------------------_j

EXISTING GRADE

BENDS WITH RESTRAINED JOINS FOR WATER UTIIJlY

UTILITY OFFSET N.T.S.

NOTE: TOP OF MANHOLE TO BE LEVEL WITH FINISH GRADE UNLESS GROOVE IN CONCRETE BASE BOTTOM OF OTHERWISE NOTED OR DIRECTED GROOVE TO MATCH PIPE INVERTS (PROVIDEBY THE ENGINEER.

zCAST IN PLACE BASE & :i :i CAST IN PLACE BASE & INVERTINVERT POURED RUBBER GASKET PER MANUFACTURER'SSEC. A-A 1o POURED MONOLITHICALLY. BASEMONOLITHICALLY. BASE MUST SPECS IN NON-SHRINKING GROUT SEC. A-A MUST SUPPORT PIPE TO FIRST JOINT.SUPPORT PIPE TO FIRST JOINT,

PRE-CAST SANITARY SEWER MANHOLESANITARY SEWER DROP MANHOLE N.T.S.N.T.S.

NOlE& 1. DO NOT COVER BELLS OR FLANGES Wml CONCRETE. 2. WRAP ALL FITTINGS WITH VISQUEEN. 3. BACK ALL TEES ACCORDING TO SIZE OF BRANCH. 4. BACKING FlJTURE LINE EXTENSIONS SHALL BE SUCH THAT LATER

REMOVAL IS POSSIBLE. 5. ALL BENDS WHERE FITTINGS ARE USED, BOTH HORIZONTAL OR

VERTICAL SHALL BE BACKED. 6. REACTION BACKING TABLE IS BASED ON 200 P.S.I. AND SOIL

BEARING PRESSURE OF 2000 lb/sq.ft. ADDITIONAL BACKING MAY BE REQUIRED IN SOME AREAS AS DIRECTED BY ENGINEERS•

CROSS TEE 90 BEND 7. ALL CONCRETE SHALL BE 2500 P.S.I. (ALL BENDS SIMILAR) 8. 18" AND LARGER REQUIRES SPECIFIC ANTI-THRUST DESIGN.

NDISTURBED EARTH WAL

WALL, CROSS WITH PLUG TEE WITH PLUG

HORIZONTAL THRUST BLOCKING JBLOCKING HEIGHT GREATER THAN PIPE OJ.,l,

OCKING MOTH BETWEEN 1 & 2 TIMES HEI REQUIRED SQ. FT. OF UNDISTIJRBED

EARTH WALL FOR REACTION BACKING TYPE OF FITTINGS

PIPE SIZE

TEE & PLUG

BENDS 90' 45' 22"2· 11)14·

6 3.0 4.0 2.5 1.2 0.63 B 5.0 7.0 4.0 2.0 1.0

10 6.0 11.0 6.0 3.0 1.5 12 11.D 16.0 9.0 4.5 2.5

HORIZONTAL THRUST BLOCKING N.T.S.

LARGE A CURVE AS POSSIBLE) NOTE: TOP OF MANHOLE TO BE LEVEL WITH FINISH GRADE UNLESS GROOVE IN CONCRETE BASE BOTTOM OFA OTHERWISE NOTED OR DIRECTED

PROVIDE 2' DIA. X 6" THK. CONC. COLLAR AROUND ALL VALVE BOXES

/ EXISTING UTUlY OR RESTRAINED INVERT OF DITCH JOINT PIPE

RETAINING GLAND *THE MINIMUM CLEARANCE BETWEEN THE CONFLICT

AND WATERLINE SHALL BE 1'-6" UNLESS OTHERWISE NOTED ON THE PLANS.

(SEE PLANS FOR INSTRUCTION ON SPECIFIC CROSSING MIN CLEARANCE)

WATER METER WITH VALVE BOX WATER LINE OFFSET DETAIL N.T.S. N.T.S.

HEAVY DUTY FRAME AND COVER W/ LIN

1 ~OVER

IN GRASSY AREAo• IN PAVED AREA

4" MIN. 25D0 PSI P.C. CONCRETE COLLAR

NOTE:

THREADED PVC CLEANOUT PLUG GRADE SURFACE AWAY

FROM CLEAN OUT

18"

SEE APPLICABLE DETAIL FOR BACKFILL AND BEDDING INSTRUCTIONS.

LETTERS ·c.o· CAST

18"

DIRECTION OF FLOW

PWG WYE

WYE_/ SEE PLAN FOR PIPE SIZE, lYPE, AND ELEVATION

SANITARY SEWER CLEAN-OUT N.T.S.

TRANSPORTATION (FOOT) STANDARD SPECIFICATIONS FOR HIGHWAY & BRIDGE CONSTRUCTION, 2018 EDITION. IN 6" LIFTS.

STORM AND SANITARY SEWER MANHOLE BEDDING DETAIL

N.T.S.

lYPICAL MANHOLE SEE DETAIL

OLSON LAND PARTNERS, LLC Real EstJte Acquf,itions &Development

4300 Legendary Drive, Suite 234 Deslin, Florida 32541

T: 850.650.4353 F: 850.650.3881

Project:

u!J&JiiJ!b WiiJW@

A U T 0




Thibodaux, LA 70301 -Office: 985.447.0090 Fax: 985.447.7009


SEAL

4-21-2021

©THIS SET OF DOCUMENTS INCLUSIVE OF DRAWINGS, SPECIFICATIONS. AND ADDENDUMS MAY NOT BE COPIFD, SCANNED, NOR ELECTRONICALLY DISTRIBUTED OR USED


ARCHITECTS. APAC NO PLAN ROOM, ELECTRONIC PLAN SERVICE {INTERNET PLAN SERVICE), NOR


WRITTEN CONSENT OF THE ARCHITECT, GRAGE HEBERT CURTIS ARCHITECTS. APAC

STATUS 04/21/21

Sheet Reviisons

# Date Description

.

Sheet Title:

WATER & SEWER DETAILS


Sheet Number:

C-6.31

-PIPE AS SPECIFIED ON UTILITY PLAN

A

AS

SEC. B·B

GRADE LINE

:,==GROUT FRAME TO MANHOLE CAST IRON MANHOLE RING & COVER, SEE SPECIFICATIONS.

PRECAST CONCRETE CONE SECTION GASKET BETWEEN ALL SECTIONS PAINT EXTERIOR OF MANHOLE WITHIN 5" OF JOINT WITH MASTIC WATERPROOFING.

,___,_____- CONNECTION MUST BE

MADE ON THE OUTSIDE OF THE MANHOLE.

F#===s;==d.."l,=='==,=;l-,-INLET PIPE (SEE UTIUlY 5" MIN. PLAN FOR SIZE)

#610 STONE ENCASEMENT SHALL EXTEND 4" BEYOND THE BELL OF THE TEE FITTING.

B 4'-o" STANDARD TEE FITTING

.. ... ·. ..,.. · - .

GROOVE TO MATCH PIPE INVERTS (PROVIDEBY THE ENGINEER.

LARGE A CURVE AS POSSIBLE)

A

PIPE AS SPECIFIED ON UTLITY PLAN

AS

SEC. B-B 6"

(lYP.)

GROUT FRAME TO MANHOLE CAST IRON MANHOLE RING & COVER, SEE SPECIFICATIONS.

GRADE RINGS AS REQUIRED

GASKET BETWEEN ALL SECTIONS PAINT EXTERIOR OF MANHOLE WITHIN 5• OF JOINT WITH MASTIC WATERPROOFING.

?RECAST CONCRETE SECTION

CONCRETE FILLET FOR PIPE B PROTECTION

RUBBER GASKET PER MANUFACTURER'S r.s=:::::J'...:;::::=a;-;19\d;;"'i=='i'"lSFPE'riCS IN NON-SHRINKING GROUT

INLET PIPE (SEE UTIUlY PLAN FOR SIZE)..

GRADE LINE

---

/

"'•-·~· -•·~·----'-·-"·•-e·_· ----•,_·-'-·~•-•:;=er.•.....-'• ------JOINT TO BE 1'-6" MAX. FROM MANHOLE

UNDISTURBED EARTH

COMPACTED FILL

PIPE SPRING

LINE

w

Pl :S:12 >12

UNDISTURBED EARTH OR

COMPACTEDFINAL FILLBACKFILL

PIPE SPRINGINITIAL

BACKFILL LINE

HALNCHING 4" BEDDING (MIN.)

IA. W O.D. OF PIPE + 12 TO 16

O.D. OF PIPE + 16

1.5'

GEOTEXTILE FABRIC AT NATIVE SOIL/LIMESTONE INTERFACE

1.5'• • • J---"'"'--1

MANHOLE TO BE BEDDED PER FLORIDA DEPARTMENT OF

TRENCH

~

www.ddgpc.com

---

MAINTENANCE NOTES: LEGEND

1. Landscape beds should be weeded and plant health inspected monthly. BUILDING 2. Grass should be mowed to a height of 1 i" tall once it reaches 2" or higher. 3. Irrigation system should be inspected for leaks or pressure problems monthly. CURB & GUTTER PAR 4. Trim parking lot screen hedge once yearly or when needed.

(PLA r BOCBLOCK RETAINING WALL lCJ:\l'NG D

FUfl;l~E LI

LANDSCAPE AND BUFFER MAINTENANCE NOTATION PROPERTY LINE

1. The owner, tenant or their agent, if any, shall be jointly and severally responsible for the maintenance of all landscaping.

PARKING SPACES2. All plant materials shall be maintained in a healthy and growing condition as is appropriate for the season of the year. 3. Plant materials which die shall be replaced with similar healthy plant materials.

DIREC110NAL ARROWS4. Landscape areas within sight triangles shall be maintained in an appropriate manner to insure that no plant material obstructs cross-viability above three feet or

SITE LIGHTbelow eight feet, measured from the ground. 5. All landscaping shall be maintained in a neat and orderly manner at all times; this

FIRE HYDRANTshall include mowing, edging, pruning, fertilizing, watering, weeding, and other such activities common to the maintenance of landscaping.

POWER POLE6. Landscape areas shall be kept free of trash, litter, weeds, and other such

SEWER MANHOLE &materials or plants not part of the landscaping. STRUCTURE #

ESCAMBIA, FL CODE MATRIX FOR:

Tidal Wave @ Davis HWY

Zoning District: HC/Ll

Site Area 56,223 SF

Landscaped Area (15%) 8,433 SF Required Total

b. Boundary Separation 5 FT Wide

Are vehicular use areas separated from parcel boundary by a 5FT landscape strip?

c. Parking Row Terminations

Canopy Trees (1/lsland) = 1 Trees Required

PLANT SCHEDULE REQUIRED TREES CODE QTY COMMON NAME BOTANICAL NAME CONT CAL

23%

13162

Yes

1

HEIGHT

a.

___,nlli>·,.LJ.A..,_,_____

THIS TREE IS THE ONLY MATERIAL REQUIRED BY

CODE. ANYTHING INSTALLED; IN ADDITION TO THIS IS AT'

THE DISCRETION OF THE I OWNER. I

I 4300 Legendary Drive, Suite 234I Destin, Florida 32541

T: 850.650.4353 F: 850.650.3881I

Project:

A U T Q ' ' .I

\!l i i~t::~~ ;~ if2,,ijf,~h l'\\\t1 j,1:;~ll¼ l iii,; i,:1J'~ 'll'\~ 5307 N. Davis HwyM,,,,,·ha 1,1 iJ"' """'' ~I

1~";1 Pensacola, FL 32503-

-

/ "

Designe~s Information:

.,,;., ' ...--------........ MIS GRA-20-

\____ ., DDG~~\ SABMIN-20- DUPLANl-1S DESIGN GROUP I\\ DIEMOR-66~. j 1e •\I____ ....l·"i SAB MEX· 3 i '

552 sf· CYN DAG·-\\ III

\~' i;J) EXISTING

5"0AK

--HCILl__j SUBJECT PARCEL / ZONING Jtf~ PARCEL "C"

1-m~L [+:e>c1 f',',RK (l--''..l1T f)OCk Fi, F1\GES 16)

F,o~.:N1~H)__ ::;_G,440._.s.-i:-.,c_fB__jCR'::S, "fl~ P~f,T)

8352 Bluebonnet Blvd. Baton Rouge, La 70810

Olfice:225-751-4490 Fax: 225-751-4495

www.ddgpc.com

I., . SEAL:

I Not For I I

Construction I 'I

I I•

! I I

0 QUE t"JIR High R,15e Live Oak Quercuc, Vlr'Jlnlan.i 'H1<3h Rise' 45 Gal Min, 2.5' Cal Mm. 10' I-ff Min, EXISTING Min. 5FT Clear lrunk 6"0AK

'----6- MUH CAP SAB MEX 5 fv1ex1c.;n Fan Falm Sabal mex1cana 30 Gal Min.~ ;!-~ 20- DIE MOR

_,/ 1 - SAS MEX .~.i' 19- JUN BLU .~{1 ,}'. --- 297 sf - BED P&M

---··· 615 sf. BED P&M SHRUBS CODE QTY COMMON NAME BOTANICAL NAME (;_QNT HEIGHT SPREAD 16-JUN BLU

-"··-···- --- . >c:..~~- -- --5-MISGRA ,{

{:) AGA BLU 3G Blue Llly of the Nile Ag,o1panth1Je afnc;inue, 'Blue' J Gal Mm. f 2" HT Min. G" Mm. EXJSTING __,,.,.....---35 - ILE BUR _r-2-JUN BLU~ 9-AGABL~{,' © THIS SET OF OOCUMENTS INCLUSIVE OF bRAWlNGS,5"0AK / r-7-AGA BLU

SPECIFIC~.TIONS, ANO ADDENDUMS MAY NOT BE COPIED~ _/;· /// -64 sf - BED P&M SCANNED, NOR ELECTRONICALLY DISTRIBUTED OR USED BER CRI 44 Crime,on Pygmy Barberry Berberie, thunber<311 'Crimson Pygmy' 3 Gal lv11n. 24' HT Min. l8'Mm. .:f FOR CONSTRUCTION WITHOUT THE EXPRESSED0 •\_~ "\

,--- ---..__ '\f;,.O '( I'< \\ WRITTEN CONSENT OF GRACE HEBERT CURTIS ARCHITECfS. APAC. NO PLAN ROOM, ELECTRONIC PLAN~~\,\ 0 ¢r,,.\l,~~~ 'r '~ SERVICE (INTERNET PLAN SERVICE}, NORDIE MOR 21/l B1color lrt:s D1etes b1c.olor 'Moraea' J Gal Mm. 12' HT Min. G' lv11n.~ REPRODUCTION COMPANY SHt\LL BE PERMITTED TO \~\ ~.:(' ,>>A~ \\,~-.-,. \ I POST THESE DOCUMENTS WI I HOUT THE EXPRESSED \ WRITTEN CONSENT OF THE ARCHITfCT,

GRACE HEBERT CURTIS ARCHITECTS, APAC ILE BUR 109 Dwarf Burford Holly llex c.ornuta 'Burtord11 Nana' 3 Gal Mm. 18" HT Min. 12" Mm.0 I\\ '

© JUN BLU 232 Blue Rwg Juniper Jurnperus hor1zontails · Blue Ru':'!· 3 Gal Mm. G"HT Min, J2'' Mm. ~\~ \ \.~. TYFF.: T' ::mr~ STATUS \~\ "-( "WICAi_)

MIS GRA 48 Maiden Gras5 Miscanthus smens1& 'Grac1ll1mus' 3 Gal Mm. 18' HT Min. 12" Mm.0 1\ I 04/21/21EXISTING

,}) 6"0AK I.l".v,,~ MUH CN' 10 Pink Muhly Muhlenberg1a capill<fflS 3 G.il Mm. 20' HT r,.,.-1111. J2' Mm. -,;11ii1~l" Sheet Revisons

/ ~ SAB MIN 32 Dwarf Falmetto Sab.11 minor 3 G,:.11 Mm. 18' HT lv11n. )2' Mm T''FE "'J" Cl.IRE◊

I

chp;c.f\:;

EXIST! 5"0

SHRUB AREAS CODE QTY COMMON ~JAME BOTANICAL NAME CONT SPACING I LAN NE'vV 395 Trailing Lantana Lanbna montev1dens1s 'New Gold' J Gal 18" o.c.

//

I "Z;!)/1-{- -;;

I GROUND COVERS CODE QTY COMMON NAME BOTAN I CAL NAME MAT RATE 5PACE VAl' [Y C:UHl!-1 Cl.,R[a (rWIC,\l )-

! BED FfM 7,427 sf Bed Prep/Mulch Bed Prep/Mulch Soil

Bed Preparation (9" DEPTH) + Ulndscape Fabric + 5hredded ~fa rd wood Top Dree.5 tv1ulch (3"

I LEXISTING

!,/'OAK DEPTH) + 501! Cond1t1oner5,

j Fertilizers, Amendments, anJ

# Date Description

Pre-Emergent Herb1c1des

Sheet Title: CYN DAC 5,BGG sf Bermuda Grae>e> Cynodon dacty/on Sod

I ROC MUL GSG sf Rock Mulch Lar':'!e D.;irk Brown Ag-3re13.;ite 3" Depth 0.75"-2" 5ize 5mooth Washed Not For Construction Aggregate. Warm/Tan/Brown c.olor

family.

NORTH

CONTRACTOR IS RESPONSIBLE TO ENSURING THAT ANY DISTURBED

AREAS ARE RE-SODDED

MIN. SPEC PLANT SIZE SHALL BE MET REGARDLESS OF

CONTAINER SIZE NEEDED.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL

QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK.

LANDSCAPE 0 20 40 60 feet Project Number: 19-595

·ti PLAN Sheet Number:11;1 SCALE: 1" =20'

~ .:i.______________________________________________________________________________________________________________J L-1.1

MAG5WE Sweet Bay iv1a':lnolia v1r-3m1e1na 30 Ga! Mm. I" per Cane; 3 Cane Mm. IO' HT fv1in. M1r1 5FT C!e!)r Trunk.

Llndsaipe Area 8,833 5F of the Below Lmdscape is Required

PLANT SCHEDULE (AT THE DISCRETION OF OWNER) TREES CODE QTY COMMON NAME BOTANICAL r~AME CONT CAL

__, I

HEIGHT

www.ddgpc.com

--

I I I

I

I

I

VALVE SCHEDULE NUMBfR MODEL SIZE TYPE GPM WIRE PSI f-'SI @ POC PRECIP I Ra 1n Bird FEB I" Turf Rotary 17.10 IG3.2 33.G3 41.07 0.54 1n/h 2 Ra 1n Bird PEB I" Turf Rotary 17.49 I G3.2 33.75 41.87 0.55 1n/h 3 Rain Bird XCZ-LF-100-fRF I" Area for Dripl1ne 13.32 353.8 43.58 49.91 0.43 1n/h 4 Ra 1n Bird PEB I" Turf Rotary 18.23 455.5 34.09 42.7G I .39 1n/h 5 Ra 1n Bird PEB I" Turf Rotary 17.53 517.9 34.04 42.37 I .5 1n/h G Rain Bird XCZ-LF-1 00-PRF I" Area for Dripl1ne 19.G7 344.2 4G.42 55.74 0.43 111/h

Common Wire 871.3

IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI

0 CIJ 0 Ram Bird R-VAN-STRIP I 80G-SAM-P30 4 30 L':IT SST R,ST Turf Rotary, 5'x 15' (LCS and RCS), 5'x30' (SST) Hand

Adjustable Multi-Stream Rotary w/ 1800 turf spray body on G.O" pop-up, with check valve and 30 psi in-stem pressure regulator. I /2" NPT Female Threaded Inlet.

0 @ Rain Bird R-VAN 14 I 80G-SAM-P30 G7 30 ,,14ADJ 14f Turf Rotary, 8'-14 · 45-270 degrees and 3GO degrees. Hand Adjustable Multi-Stream Rotary w/ I 800 turf spray body on G.0" pop-up, with check valve and 30 psi in-stem ,,pressure regulator. I /2" NPT Female Threaded Inlet.

® (i) Rain Bird R-VAN 18 I 80G-SAM-P30 14 30 18/\DJ IBF Tu,f Rotary, 13· - I 8' 45-270 degrees and 3GO degrees.

Hand Adjustable Multi-Stream Rotary w/ I 800 turf spray body on G.O" pop-up, with check valve and 30 ps, in-stem pressure regulator. 1/2" NPT female Threaded Inlet.

®~ Rain Bird R-VAN24 I 80G-SAM-P30 17 30 24 Al)J 24 f Turf Rotary, I T-24 • 45-270 de")rees and 3GO de")rees.

Hand Adjustable Multi-Stream Rotary w/ 1800 turf spray ·~

body on G.O" pop-up, with check valve and 30 psi ,n-stem pressure regulator. I /2" NPT female Threaded Inlet. \

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY ;;;/

Rain Bird XCZ-Lf-1 00-PRF 2 Low flow Drip Control Kit, I" Low flow Valve, 3/4" Pressure Regulat,n") RBY Filter, and 30ps1 Pressure Regulator. 0. 2gpm-5gpm.

Pipe Tra11s1t1on Point ,n Drip Box 13 Pipe trans1t1on point from PVC lateral to drip tubm"J with riser ,n G" ( 150mm) drip box. CRITICAL ANALYSIS Rain Bird OPERIND 2 Generated: 202 1-04-2 I I 3 ,4G Drrp System OperJt1on Indicator, stem rises 6 11 for clear v1s1b1lity when drip system 1s charged to a minimum of 20psr. Includes J b 11 of I /4 11 d1stribut1on tubing with connection f1tt1ng pre-installed.

Area to Receive Driplme Rain Bird XfS-OG- I 8 4,949 l.f.

- --- jXFS Sub-Surface Pressure Compensating Dripl1ne w/Copper Shield TechnolO"JY· 0.G GPH emitters at 18" O.C. Laterals ! spaced at J 8" apart, with emitters offset for triangular pattern. UV Resistant. Specify XF insert f1tt1ngs. PRESSURE AVAILABLE

Static Pressure at POC GS.00 psi Elevation Change, 0.00 ft

SYMBOL MANUFACTURER/MODEIJDESCRIPTIO_N QTY Service Line S12e: I" ~~ngth of Service Line: 0.00 ft

Ra 1n Bird FEB 4 1Pressure Available, G5~00-ps

I", 1-1/2", 2" Plastic Industrial Valves. Low flow Operating Capab,lity, Globe Conf,gurat,on. iDESIGN ANALYSIS

Maximum Station flow: 19.G7 gpmRain B,rd EFB-CP I" flow Available at POC 20.23 o,pm I I", 1-1/4", 1-1/2", 2" Brass Master Valve, that ,s Residual flow Available, 0.5G ")pmContamination Proof w/Self-flush1ng filter Screen. Globe Conf1gurat1on, Reclaimed Water Cornpat,ble, and Purple Cr,t,cal Stat,on, G Handle Cover Des1")nates Non-Potable Water Use. Design Pressure: 30.00 ps,

friction Loss, 4.02 ps,febco 7G5 I" fittings Loss, 0.40 ps, Pressure Vacuum Breaker, brass w,th ball valve SOV. Install Elevation Loss: 0.00 ps,I 2" (305MMJ above highest downstream outlet and the Loss through Valve, 12.00 ps,hi"Jhest point ,n the downstream p1p1ng. Pressure Req. at Cntical Station: 4G.42 psi

Loss for F1tt1n'ls, 0.09 ps,Rain Bird ESP4ME with (2) ESP-SM3[TI Loss for Main Line: 0.89 psiIO Station, Hybrid Modular Outdoor Controller. Fo1· Loss for POC to Valve Elevation, 0.00 psiRes1dent1al or Light Commercial Appl1cat1ons. Loss for Backflow, 4.17 ps, TYP[ .. /" CUI\U

(l'(Pl('.A!;Loss for Master Valve, 2.04 ps,Rain Bird WR2-RFC I

Loss for Water Meter, 2. 13 ps, !Wireless Rain and Freeze Sensor Combo, includes I receiver Cr1t,cal Station Pressure at POC 55.74 psi

and J rain/freeze sensor transmitter. Pressure Available: G5.00 psi Residual Pressure Available, 9.2G ps,

J 11Water Meter Assumed Static Water Pressure GS PSI, unless otherwrse noted. Contact Llndscape Architect ,mmed1ately ,f different.

Irrigation Lateral Line, PVC Class 200 SDR 2 I I ,777 l.f. All lateral pipes are 3/4" unless labeled on plan. LEGEND Irrigation Ma1nl1ne, PVC Class 200 SDR 2 I 87 I .3 l.f.

BUILDING

Pipe Sleeve, PVC Schedule 40 40G.3 l.f. CURB & GUTTER

Valve Callout

BLOCK RETAINING WALLj I# • \Ia!ve \bmber

PROPERTY LINE#; I #• -------- \/;:iive Flow

'-~I~~'"'"------ Vaive Size PARKING SPACES @) Not For ConstructionI I

DIRECTIONAL ARROWS + NORTH! + IRRIGATIONsrrE LIGHT De

FlRE HYDRANT 0 20 40 60 feet! •ij ..,. ----...POWER POLE 0 PLANSEWER MANHOLE &

STRUCTURE # SCALE: 1" = 20'•m!L-------------------------------------------------------------------------------------------------------------------------------------------'

CONTRACTOR IS RESPONSIBLE TO ENSURING THAT ANY DISTURBED

AREAS ARE RE-SODDED

THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL

QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK.


T: 850.650.4353 F: 850.650.3881

Project:



8352 Bluelionnel Blvd. Balo~ Rouge, La 7081 O....__ Office:225-751-4490 Fax: 225-751-4495 DDG www.ddgpc.com


SEAL. Not For Construction

©THIS SET OF DOCUMENTS INCLUSIVE OF DRAWNGS, SPECIFICATIONS, AND ADOENDUMS MAY NOT BE COP JED, SCANNED, NOR ELECTRONICALLY DISTRIBUTED OR USED

FOR CONSTRUCTION WITHOUT THE EXPRF.SSED WRITTEN CONSENT OF GRACF. HEBE~T CURTIS

ARCHITECTS, APAC. NO PLAN ROOM, ELECTRONIC 1-'LAN SERVICE (INTERNET PLAN SERVICE}, NOR

REPRODUCTION COMPANY SHALL BE PERMITTED TO POST THESE DOCUMENTS \N!THOUT THE EXPRESSED

WRITTEN CONSENT OF THE ARCHITECT, GRACE liEBERT CURflSARCHITECTS, APAC

STATUS 04/21/21

Sheet Revisons

# Date Description

Sheet Title:


Sheet Number:

L-2.1

www.ddgpc.com

ull@ifj/1, 5307 n. davis hwy wiljw@

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