NCC240797_Site Plan or Location Map_20240320

4 3 2 1
UTILITY NOTES GENERAL NOTES
PRIOR TO COMMENCING ANY CONSTRUCTION,THE CONTRACTOR SHALL FIELD VERIFY ALL A.GENERAL
EXISTING UTILITIES,INCLUDING WITHOUT LIMITATION POTABLE WATER,RECLAIMED WATER, 1.ALL INFRASTRUCTURE AND IMPROVEMENTS SHALL CONFORM TO THE STANDARDS AND
SANITARY SEWER,AND SERVICE UTILITIES,AT POINTS OF CONNECTION,POINTS OF SPECIFICATIONS OF THE LOCAL JURISDICTION AND WILL BE SUBJECT TO THEIR INSPECTION SITE CONSTRUCTION PLANS Fai
CROSSING,AND/OR POTENTIAL CONFLICT.NOTIFY ENGINEER OF ANY DISCREPANCIES AND ACCEPTANCE.
BETWEEN THE PLANS AND FIELD CONDITIONS.
2.SITE LOCATION:3000 DR.M.L.K.JR BLVD,NEW BERN,NC 28562.
A.GENERAL
3.THIS SITE LIES IN FLOOD ZONE X,F.I.R.M.PANEL 3720547900K,DATED 06/19/2020.
1.THE LOCATIONS OF EXISTING UTILITIES,SUCH AS WATER MAINS,SEWERS,GAS LINES,ETC., ,,•,
SHOWN ON THE PLANS ARE BASED ON THE BEST AVAILABLE INFORMATION AND ARE 4.BOUNDARY,TOPOGRAPHIC,AND TREE SURVEY BY MSP&ASSOCIATES LAND SURVEY INC,
E SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR.THE ENGINEER AND OWNER 301 E HILLCREST DR.GREENVILLE SC,29609.DATED 6/15/2022. E
ASSUME NO LIABILITY FOR ACCURACY AND COMPLETENESS.IT IS THE CONTRACTOR'S @let .
RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES 48 HOURS PRIOR TO 5.BENCHMARK-REFER TO TOPOGRAPHIC SURVEY BYMSP&ASSOCIATES LAND SURVEY
COMMENCEMENT OF CONSTRUCTION AND TO HAVE THEIR FACILITIES LOCATED IN THE FIELD INC,DATED 6/15/2022.SEE NOTE 4 ABOVE. •
• •
PRIOR TO ANY WORK.
6.LEGAL DESCRIPTION SHOWN HEREIN IS FURNISHED BY SURVEYOR,AND IS INCLUDED FOR
2.DUE TO GRAPHIC LIMITATIONS OF THE DRAWING SCALE,ALL STORM SEWER,DRAINAGE, PERMITTING AND APPROVAL PURPOSES,AND AS A COURTESY FOR THE CONTRACTOR. % Chick-fil-A
WATER AND SANITARY SEWER MAINS,SERVICES,LATERALS,CONNECTIONS,AND INTERPLAN PLLC.ASSUMES NO LIABILITY FOR ITS ACCURACY OR COMPLETENESS. .0
APPURTENANCES DEPICTED HEREIN-UNLESS OTHERWISE LOCATED BY DIMENSIONS- 55200 Buffington Road
REFLECT SCHEMATIC LOCATIONS ONLY.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE 7.SITE GEOTECHNICAL INVESTIGATION PERFORMED BY TERRACON CONSULTANTS,INC.
FINAL LOCATIONS IN ACTUAL CONSTRUCTION AND INSTALLATION OF THE PROPOSED INTERPLAN PLLC.ASSUMES NO RESPONSIBILITY FOR THE CORRECTNESS,ACCURACY AND Atlanta,Georgia
IMPROVEMENTS,INCLUDING ANY REQUISITE COORDINATION WITH THE RESPECTIVE COMPLETENESS OF THEIR WORK.THE CONTRACTOR SHALL OBTAIN A COPY OF THE 30349-2998
GOVERNING AGENCY/UTILITY PROVIDER. GEOTECHNICAL ENGINEER'S REPORT FOR THIS SITE AND COMPLY WITH RECOMMENDATIONS
CONTAINED THEREIN.IF ADDITIONAL SERVICES ARE REQUIRED,THE CONTRACTOR SHALL
3.ALL WATER AND SEWER CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND MAKE A REQUEST TO THE OWNER. . 0INTERPLAN
- SPECIFICATIONS OF THE STATE CITY OF NEW BERN AND THE NORTH CAROLINA, , INTERPLAN PLLC
RESPECTIVELY,AND WILL BE SUBJECT TO THEIR INSPECTION AND ACCEPTANCE. 8.CONTRACTOR SHALL PROVIDE AND INSTALL EROSION CONTROL DEVICES(SILT FENCE OR
OTHER METHODS)AT LIMITS OF CONSTRUCTION AND AROUND EACH STORM INLET PRIOR TO P-0215
4.CONTRACTOR SHALL INSPECT PIPING AND MATERIALS BEFORE INSTALLATION TO DETECT CONSTRUCTION,AND SHALL MAINTAIN SAID EROSION CONTROL DEVICES DURING
APPARENT DEFECTS.MARK DEFECTIVE MATERIALS WITH WHITE PAINT AND PROMPTLY CONSTRUCTION,ALL IN CONFORMANCE WITH CURRENT LOCAL COUNTY AND STATE
REMOVE FROM SITE. CRITERIA. ARCHITECTURE
5.LAY SEWER PIPING BEGINNING AT LOW POINT OF SYSTEM(CONNECTION TO OFF SITE 9.THE SITE SHALL BE CLEARED AS MAY BE NOTED ON THE PLANS,OF ALL OBSTRUCTIONS rill
ei
ENGINEERING RMITBNG
SYSTEM OR PUMP STATION),TRUE TO GRADES AND ALIGNMENT INDICATED WITH UNBROKEN AND DELETERIOUS MATERIAL SUCH AS FENCES,WALLS,FOUNDATIONS,LOGS,SHRUBS,
CONTINUITY OF INVERTS.PLACE BELL ENDS OR GROOVE ENDS OF PIPING FACING BRUSH,WEEDS,OTHER VEGETATION,AND ACCUMULATION OF RUBBISH OF WHATEVER
UPSTREAM. NATURE.OFF-SITE DISPOSAL INCLUDING ANY HAZARDOUS MATERIAL ENCOUNTERED,SHALL • -
lidijildele tC°
BE IN ACCORDANCE WITH APPLICABLE LOCAL STATE,AND FEDERAL RULES AND 220 E.CENTRAL PKWY,STE 4000
6.CLEAR INTERIOR OF PIPE OF DIRT AND OTHER SUPERFLUOUS MATERIAL AS WORK REGULATIONS. ALTAMONTE SPRINGS,FL 32701
PROGRESSES.MAINTAIN SWAB OR DRAG IN LINE AND PULL PAST EACH JOINT AS IT IS 407.645.5008
D COMPLETED.PLACE PLUGS IN ENDS OF UNCOMPLETED CONDUIT WHENEVER WORK STOPS. 10.THE CONTRACTOR SHALL IMMEDIATELY NOTIFY INTERPLAN PLLC.OF ANY D
DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS PRIOR TO START OF SEAL:
7.MAINTAIN 36"COVER OVER MAINS,AND 36"OVER SERVICES/LATERALS. CONSTRUCTION.
8.WHEN PROPOSED CONSTRUCTION OCCURS AT EXISTING MANHOLES,INLETS,VAULTS, 11.THE CONTRACTOR SHALL REMAIN SOLELY RESPONSIBLE FOR ANY DESIGN CHANGES THIS DOCUMENT IS NOT
AND OTHER STRUCTURES,THE CONTRACTOR SHALL MODIFY THE STRUCTURES,FRAMES,AND WHICH HE MAY INCORPORATE INTO THE PLANS WITHOUT PRIOR WRITTEN CONSENT AND/OR FOR REGULATORY
GRATES TO MEET THE PROPOSED GRADES UNLESS OTHERWISE DIRECTED. APPROVAL FROM THE OWNER AND THE ENGINEER.
APPROVAL,PERMITTING,
9.INSTALL CONTINUOUS LOCATOR TAPE/WIRE,LOCATED DIRECTLY OVER POTABLE WATER 12.THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN EACH EXISTING RIGHT OF OR CONSTRUCTION.
MAINS AND SANITARY SEWER MAINS AT 6"TO 8"ABOVE PIPE. WAY WITH THE CITY OF NEW BERN AND THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION.
10.WHERE APPLICABLE,UTILITY TRENCHES CROSSING PAVEMENT AREAS SHALL BE BACK
FILLED WITH COMPACTED GRANULAR MATERIAL IN ACCORDANCE WITH A.A.S.H.T.O:T-99. 13.SCS SOILS:SILTY,CLAYEY SAND
11. RDINATE SHALL PROVIDELO SLEEVES FOR IRRIGATION LINES UNDER PAVEMENT. 14.STORMWATER MANAGEMENT IS PROVIDED BY STORMWATER MASTER DRAINAGE. O O O ■ ■ , ,,� r Blvd CORPORATE SEAL:
AN
- COORDINATE WITH GENERAL CONTRACTOR. 3000
15.THE CONTRACTOR SHALL RESTORE OFF-SITE AREAS TO A CONDITION EQUAL TO OR ■
BE KEPT DRY FOR THE DURATION12.ALL TRENCHES EXCAVATED FOR THE PURPOSES OF UTILITY/STORM CONSTRUCTION.OF UTILITY/STORM
DEWATERINGLLATION OF ALL BETTER THAN THE CONDITION EXISTING PRIOR TO COMMENCEMENT OF CONSTRUCTION. 7 •*C .",,H,,,,,•Z<'.%
:2poo1 ° off:
UTILITY/STORM TRENCHES MAY BE REQUIRED TO PREVENT FLOATATION OF UTILITY/STORM 16.ALL DISTURBED AREAS SHALL BE SODDED. NewP
PIPES DURIN TRACTLRSHAL. Bern, N C 28562 9.
7.
17.AT LEAST 30 DAYS PRIOR TO ANTICIPATED COMPLETION OF SITE CONSTRUCTION,THE STORE # 00766 61613i E
13.THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN CONSTRUCTION IS COMPLETE FINAL CERTIFICATION PROCESS WILL BEGIN.THE CONTRACTOR SHALL PROVIDE
FOR WATER,WASTEWATER AND STORMWATER SYSTEMS SO TIMELY CERTIFICATIONS MAY BE DOCUMENTS AND INFORMATION,IN A TIMELY MANNER,TO ENGINEER,INCLUDING, ▪ •?'o a
NrN CAROL:
INITIATED.SATISFACTORY BACTERIOLOGICAL TEST RESULTS,PRESSURE TEST RESULTS,AND AN WITHOUT LIMITATION: • O V
AS BUILT SURVEY SHALL BE SUBMITTED TO ENGINEER PRIOR TO FINAL CERTIFICATION. a.SURVEYED"AS-BUILTS"PER AS-BUILT SURVEY SCOPE IN SPEC MANUAL. '',-„(ANDo,,.•'
b.COMPACTION AND DENSITY TEST REPORTS,AND 1 „„"'„,•
14.SUITABLE COUPLINGS COMPLYING WITH ASTM SPECIFICATIONS ARE REQUIRED FOR C.PRESSURE TESTING AND BACTERIOLOGICAL TESTING RESULTS,AS REQUIRED,FOR WATER UTILITY CONTACTS CONTACTS SITE DATA VICINITY MAP
JOINING DISSIMILAR MATERIALS. DISTRIBUTION AND/OR WASTEWATER COLLECTION/TRANSMISSION SYSTEMS.
SEWER CITY OF NEW BERN WATER RESOURCES- OWNER/LEASEE LEASE AREA 63,748SF 1.460 ACRES
C 15.DEFLECTION TESTS ARE REQUIRED FOR ALL FLEXIBLE PIPE.TESTING REQUIREMENTS:1)NO THE CONTRACTOR SHALL HAVE TWO(2)SETS OF AS-BUILT PLANS,SIGNED AND SEALED BY DEPARTMENT OF PUBLIC UTILITIES CHICK-FIL-A 1. 0
PIPE SHALL EXCEED A DEFLECTION OF 5%;2)USING A RIGID BALL OR MANDREL FOR THE SURVEYOR OF RECORD,ON SITE THE DAY OF THE CIVIL ENGINEERING FINAL PUNCH LIST ADDRESS:527 NC HIGHWAY 55 WEST, 5200 BUFFINGTON ROAD PROPOSED PAVEMENT AREA 42,662 SF 66.9% �'_,
DEFLECTION TEST WITH A DIAMETER NOT LESS THEN 95%OF THE BASE INSIDE DIAMETER OR INSPECTION.THE GENERAL CONTRACTOR IS TO GIVE THE TWO AS-BUILT PLANS TO THE NEW BERN,NC 28562 ATLANTA,GEORGIA 30349 PROPOSED GREEN AREA 16,128 SF 25,3% i
AVERAGE INSIDE DIAMETER OF THE PIPE;3)PERFORMING THE TEST WITHOUT MECHANICAL REPRESENTATIVE FROM INTERPLAN PLLC COMPLETING THE INSPECTION.IF ANY CONTACT: JORDAN HUGHES CONTACT:CHAD ROSS -� \ T
PULLING DEVICES. DEFICIENCIES ARE NOTED,ONE SET OF RED-LINED AS-BUILT PLANS WILL BE GIVEN TO THE GC PHONE: [phone] PHONE[phone] PROPOSED BUILDING AREA 4,958 SF 7.8% J
FOR REVISIONS TO BE MADE.REVISED AS-BUILTS WILL NEED TO BE FORWARDED TO EMAIL: [e-mail] FAX[phone] 100% 'N 4, • •� ..�•
B.MATERIALS(WATER) INTERPLAN PLLC BEFORE ANY CERTIFICATIONS CAN BE INITIATED. EMAIL:[e-mail] ,,�, 44-, 1 ,j F.
WATER CITY OF NEW BERN WATER RESOURCES- PROPOSED IMPERVIOUS AREA 47,620 SF 74.7% . .o w
1.SERVICE PIPE SHALL BE D'POLYETHYLENE(PE). 18.ALL TRAFFIC CONTROL DEVICES,EQUIPMENT AND INSTALLATION SHALL MEET THE DEPARTMENT OF PUBLIC UTILITIES PROPOSED PERVIOUS(OPEN SPACE)AREA 16,128 SF 25.3% y '
( I ADDRESS:527 NC HIGHWAY 55 WEST, ENGINEER/APPLICANT o
REQUIREMENTS OF THE CITY OF NEW BERN AND AND/OR THE NORTH CAROLINA INTERPLAN PLLC. 100% -
NEWBERN,NC28562
2.WATER MAINS SHALL BE PVC ASTM C900,DR 18 WITH INTEGRAL BELLS AND ELASTOMERIC DEPARTMENT OF TRANSPORTATION. CONTACT: JORDAN HUGHES 220 E CENTRAL PKWY,SUITE 4000 EXISTING IMPERVIOUS AREA 48,792$F 76.5% ' V I_'' 1114(
JOINTS PER ASTM C3139 AND GASKETS PER ASTM F477. ALTAMONTE SPRINGS,FL 32701 E'
3.DUCTILE IRON PIPE(D.I.P.),IF REQUIRED,SHALL CONFORM TO ANSI/AWWA A21.51/CI51, AND ACCESS19.PARKING STALLS SHALL CONFORM WITH LOCAL ROUTES SHALL FURTHER CONFORM WITH CURRENTADA REQUI.ACCESSIBLE REMENTS.NG SPACES EMAIL:E 252.639.7527
EOR:[e-mail] CONTACT:
RICHT AARD SCOTT,E.I. EXISTING PERVIOUS(OPEN SPACE)AREA 14,956 SF 23.5% pM`K B1�TN� e �'- ` 6
- CLASS 50(MIN.)PIPE FOR ALL SIZES. PHONE[phone] 100% s ,..' ~
20.HANDICAP PAVEMENT MARKINGS AND SIGNAGE SHALL CONFORM WITH CURRENT STORM CITY OF NEW BERN PUBLIC WORKS FAX[phone] • -. { -'-.'-' ' o
4.CORPORATION STOPS SHALL BE 1 1/2"BRASS,EQUIPPED WITH CONNECTIONS ADA REQUIREMENTS AND LOCAL ORDINANCE. DRAINAGE ADDRESS:1004 S.GLENBURNIE ROAD, EMAIL:[e-mail] , - D
COMPATIBLE WITH SERVICE PIPE AND THREADED IN ACCORDANCE WITH SPECIFICATIONS IN NEW BERN,NC 28560 MAXIMUM BUILDING HEIGHT PROVIDED -IC.:;. 40111111r .I
AWWA C800.CURB STOPS SHALL BE SIZED TO MATCH THE METER SIZE AND CONFORM WITH 21.LANDSCAPE SHALL BE TRIMMED TO ENSURE SIGHT VISIBILITY OF TRAFFIC CONTROL CONTACT: GEORGE CHILES MR.AVERY SMITH 5
AWWA C800 AND AWWA C901. DEVICES. PHONE H:252.639.7522 252.639.7524 BUILDING HEIGHT 20'-41/2"FT. (V
EMAIL: [e-mail] ARCHITECT 'CS CO o
5.FITTINGS SHALL BE BRASS,CAST AND MACHINED IN ACCORDANCE WITH AWWA C800 22.ALL PAVEMENT IS DIMENSIONED TO FACE OF CURB. [e-mail] INTERPLAN PLLC. NUMBER OF SEATS I > L/)
220 E CENTRAL PKWY,SUITE 4000 NORTH co o
AND AWWA C901,WITH COMPATIBLE PIPE CONNECTIONS. GAS PIEDMONT NATURAL GAS ALTAMONTE SPRINGS,FL 32701 INDOOR 68 SEATS m (Ni
23.ALL BUILDING DIMENSIONS AND TIES ARE TO OUTSIDE FACE.SEE ARCHITECTURAL ADDRESS:111 EXECUTIVE PARKWAY AOR:TAN VU,R.A.,NCARB L
6.SERVICE SADDLES SHALL BE USED FOR ALL SERVICE LINE TAPS.SERVICE SADDLES SHALL PLANS. CONTACT:DAN VOLIVA CONTACT:TAN VU OUTDOOR 0 SEATS INDEX TO DRAWINGS z
BE DOUBLE STRAP,ANCHORED BY A MINIMUM FOUR(4)BOLT PATTERN ON A DUCTILE IRON PHONE It:800.752.7504 PHONE[phone] w
SADDLE BODY.FOR PVC PIPE,DOUBLE STRAPS SHALL BE CORROSION RESISTANT ALLOY 24.ALL CURB RETURN RADII ARE 5'UNLESS NOTED. EMAIL: [e-mail] FAX[phone] •
Z w
STEEL SIZED EXACTLY TO THE PIPE OUTSIDE DIAMETER.SEALING GASKETS SHALL BE BUNA-N EMAIL:[e-mail] En
B RUBBER. 25.BUILDING AND SITE IMPROVEMENTSSHEET NO DESCRIPTION W
AREPARALLELANDPERPENDICULARTOSOUTH ELECTRIC CITY OF NEW BERN UTILITY SERVICES BUILDING SETBACKS PROVIDED . B J 1.PROPERTY LINE. ELECTRIC DEPARTMENT
7.ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT WILL BE COLOR CODED ADDRESS:606 FORT TOTTEN DRIVE, LANDSCAPE ARCHITECT NORTH(Rear) 30 FT. C-1.0 COVER SHEET W c w 0
USING BLUE AS A PREDOMINANT COLOR. 26.THE CONTRACTOR IS TO BE RESPONSIBLE TO PROTECT AND/OR REPLACE ALL SURVEY I G m i
NEW BERN,NC 28560 MANLEY LAND DESIGN SOUTH(Front,M.L.K.Jr Blvd) 79 FT.
MONUMENTATION WITHIN THE PROJECT LIMITS BY A STATE LICENSED SURVEYOR. C-1.1 BOUNDARY and TOPOGRAPHIC SURVEY
CONTACT: JOSH POSTON Si OLD CANTON STREET EAST(Side) 37 FT.
C.MATERIALS(SEWER)
PHONE►:252.6POSTO4 CONTACT:
A,GA 30009
WEST(Side) 197 FT. C-1.2 DEMOLITION PLAN LLI
1.ALL GRAVITY SEWER PIPE AND FITTINGS SHALL BE NON-PRESSURE POLYVINYL CHLORIDE o
EMAIL: [e-mail] CONTACT:AARON NEITZKE,PA,ASLA
PIPE(PVC)CONFORMING TO ASTM D 3034,SDR 26,WITH PUSH-ON RUBBER GASKET JOINTS. PHONE[phone] LANDSCAPE BUFFER PROVIDED C-2.0 SITE PLAN Z M Z
EROSION NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL FAX(770)442-I 123
2.ALL FITTINGS AND ACCESSORIES SHALL BE MANUFACTURED OR SUPPLIED BY THE PIPE CONTROL QUALITY EMAIL:[e-mail] NORTH(Rear) 0 FT. C-3.0 GRADING PLAN F S R#0 0 766
MANUFACTURER OR PRIOR-APPROVED EQUAL. (NCDEQ),DEPARTMENT OF ENERGY,MINERAL AND LAND SOUTH(Front,M.L.K.Jr Blvd) 10 FT.
RESOURCES(DEMLR)-WASHINGTON REGIONAL OFFICE C-3.1 DRAINAGE PLAN °
3.BEDDING AND INITIAL BACK FILL OVER SEWER MAINS AND SERVICES SHALL BE SAND WITH ADDRESS:943 WASHINGTON SQUARE MALL, EAST(Side) 11 FT. - BUILDING TYPE iSZE: P14-LSR-LARGE o
NO ROCK LARGER THAN 1'IN DIAMETER. WASHINGTON,NC 27889 LEGAL DESCRIPTION WEST(Side) 9 FT. C-3.1A EROSION CONTROL PLAN(GRADING PHASE) RELEASE: v0.22.04 g
CONTACT: CARL DUNN -
PRINTED FOR
D.MATERIALS(STORM) PHONE 8:252.948.3959 PARKING REQUIRED C-3.1 B EROSION CONTROL PLAN(FINAL PHASE) PERMIT '
EMAIL: [e-mail] ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN NEW BERN,CRAVEN PARKING SPACE PER 1005F,PLUS ONE I PARKING SPACE FOR EVERY FOUR 4 S
1.REINFORCED CONCRETE PIPE(RCP):0-RING PIPE SHALL CONFORM TO ASTM C 76 COUNTY,NORTH CAROLINA AND BEING MORE PARTICULARLY DESCRIBED ASI II) C-3.2 EROSION CONTROL DETAILS REVISION SCHEDULE 0
(CLASS III,UNLESS OTHERWISE SPECIFIED)AND AASHTO M 170 STANDARD SPECIFICATIONS, FOLLOWS; OUTSIDE SEATS,PLUS STACKING CAPACITY EQUAL TO FIVE(5)SPACES PER - - Na DATE DESCRIPTION
AND ASTM C 443 STANDARD SPECIFICATION FOR JOINTS FOR RCP USING RUBBER GASKETS. DRIVE-IN WINDOW. C-3.3 EROSION CONTROL DETAILS 1 05/26/23 SITE COMMENTS S
REVISION ISSUE LOG COMMENCING FROM THE INTERSECTION OFOPINE WESTERN RIGHT-OF-WAY OF US =[(4,9585f=100sf)+(0 outside seats=4)] ^
2.ELLIPTICAL RCP SHALL CONFORM TO ASTM C 507(CLASS III)AND AASHTO HWY 70 AND THE NORTHERN RIGHT-OF-WAY OF MARTIN LUTHER KING BLVD.; A
C-.4 ER $I•N 0 TROL D TA L$
M 207 STANDARD SPECIFICATIONS. REV C ISSUE DATE DESCRIPTION AFFECTED SHEETS BY THENCE WITH SAID RIGHT-OF-WAY OF MARTIN LUTHER KING JR.BLVD.S 64°14'29" =49.58 or 50 parking spaces
W A DISTANCE OF 339.17'TO A 1/2"REBAR FOUND,SAID PIN BEING THE TRUE C-3.5 EROSION CONTROL DETAILS u
3.HDPE PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF AASHTO M-252(3"-10"), 1 05-26-2022 SITE COMMENTS C-1.0,C-1.2,C-2.0,C-3.U,C-3.1,C-5.0,PS-1.0 KGB POINT OF BEGINNING;THENCE CONTINUING WITH SAID RIGHT-OF-WAYS PARKING PROVIDED E5
M-294(12"AND LARGER),TYPE S(CORRUGATED OUTSIDE-SMOOTH INSIDE,4"-6(1),AND 2 10-27-2023 P14 UPDATE REVISIONS C-2.0, KGB 64°14'29"W A DISTANCE OF 283.37'TO A PK NAIL FOUND;THENCE LEAVING SAID REGULAR 60 SPACES C-4.0 CHICK-FIL-A STANDARD DETAILS o
MP7(60"TYPES). RIGHT-OF-WAY N 25°45'05"W A DISTANCE OF 95.30'TO A PK NAIL FOUND; HANDICAP 3 SPACES
3 11-09-2023 EROSION SEDIMENT COMMENTS C-1.0,C-3.1A,C-3.2B,C-3.4,C-3.5 KGB THENCE WITH A CURVE TURNING TO THE RIGHT WITH AN ARC LENGTH OF 69.73', C-4.1 CHICK-FIL-A STANDARD DETAILS °
A.BELL/SPIGOT GASKET FOR HDPE PIPE SHALL BE SOIL/SILT TIGHT PER AASHTO SECTION 26 WITH A RADIUS OF 49.47',WITH A CHORD BEARING OF N 14°51'08"E,WITH A TOTAL 63 SPACES CONSULTANT PROJECT 2022.0106 C
WITH RUBBER GASKET MEETING ASTM F-477. CHORD LENGTH OF 64.10';THENCE WITH A REVERSE CURVE TURNING TO THE LEFT C-4.2 CHICK-FIL-A STANDARD DETAILS A DATE S
A
WITH AN ARC LENGTH OF 141.17',WITH A RADIUS OF 405.50',WITH A CHORD 02-2023 0
4.PVC STORM SEWER PIPE(12"OR LESS)AND FITTINGS SHALL BE NON-PRESSURE POLYVINYL BEARING OF N 45°14'46"E,WITH A CHORD LENGTH OF 140.46';THENCE WITH A C-4.3 CHICK-FIL-A STANDARD DETAILS DRAWN BY H.MI.
C
COMPOUND CURVE TURNING TO THE LEFT WITH AN ARC LENGTH OF 99.24',WITH CHECKED BY
CHLORIDE PIPE(PVC)CONFORMING TO ASTM D 3034,SDR 26,WITH PUSH-ON RUBBER C-5.0 CONSTRUCTION DETAILS RKS °
GASKET JOINTS. A RADIUS OF 251.30',WITH A CHORD BEARING OF N 23°56'28"E,WITH A CHORD I"N.....cont...tn.a,°rA"e°°a m as dIREI
LENGTH OF 98.60'TO A 1/2"REBAR FOUND; A ,,,.m;,�,i ,;,°,,°,w°,iaa A,��;;,°„",m,"
THENCE S 79°23'17"E A DISTANCE OF 41.76'TO A 1/2"REBAR FOUND;THENCE S C-5.1 CONSTRUCTION DETAILS TSOS2ssvela
25°45'31"E A DISTANCE OF 228.68'TO A 1/2'REBAR FOUND,SAID PIN BEING THE SHEET i
TRUE POINT OF BEGINNING.
PS-1.0 PLUMBING SITE PLAN COVER SHEET
ES-1.0 ELECTRICAL SITE LIGHTING PLAN/PHOTOMETRICS 02
SAID PARCEL HAVING AN AREA OF 51534.84 SQUARE FEET,1.183 ACRES ()
SHEET NUMBER
L-101 LANDSCAPE DETAILS ES-2.0 ELECTRICAL SITE LIGHTING PLAN/CUT-SHEETS °-1
L-102 LANDSCAPE&MAINTENANCE SPECIFICATIONS L-100 LANDSCAPE PLAN Cm 1 0 °
4 I 3 I 2 I 1 •