NCC233067_Site Plan or Location Map_20231012

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TOWN OF INDIAN TRAIL ORIGINAL REVISION a co o
�` LIST OF DRAWINGS DATE DATE
SCALE 111-5001 T C3.0 COVER SHEET 07/26/2022 06/28/2023 .....CA Ro.,
UNION COLTl� TY NC C3.0 EXISTING ECONDITIONSA 07/26/2022 04/12/2023
C1.0 OVERALL SITE PLAN 07/26/2022 04/12/2023 soi AMERICANl y�i
C3.1 SITE PLAN 07/26/2022 04/12/2023 a ewm q
C3.2 SITE PLAN 07/26/2022 04/12/2023 33 ,ENGINEERING e
C3.3 SIGHT DISTANCE PLAN&PROFILE ROGERS ROAD 07/26/2022 06/13/2023 F.�{ ASSOCIATES •O g.
C3.4 SIGNAGE&TRAFFIC MOVEMENT PLAN 12/05/2022 04/12/2023 a� eTHEAST �.
C4.0 OVERALL GRADING PLAN 07/26/2022 09/12/2023 '�C C-3881 Zv�:
C4.1 GRADING PLAN 07/26/2022 04/12/2023 T
CA.2 GRADING PLAN 07/26/2022 04/12/2023 ',,,i OFI A ,���`
CA.3 DRAINAGE AREA MAP 07/26/2022 04/12/2023 aqN
\ I C5.C5.01 STORMSTORM DRAINDRAIN PROFILESPROFILES 07/26/2022 04/12/2023
\\\// 07/26/2022 04/12/2023
C5.2 STORM DRAIN PROFILES 07/26/2022 04/12/2023
C5.3 STORM DRAIN PROFILES 07/26/2022 04/12/2023
04/12/2023
\ C5.4 BMP 1 PLAN 07/26/2022 04/12/2023 p�
C5.5 BMP 2 PLAN 07/26/2022 04/12/2023 C F,,`( �
\ - - \ C5.6 BMP 3 PLAN 07/26/2022 04/12/2023 T.'"• �'�y��iPA_-'�+'
Cfi.O PUN&PROFILE-WILLIAMS POND ROAD 07/26/2022 04/12/2023 .EAL 0"
C6.1 PUN&PROFILE-WILLIAMS POND ROAD 07/26/2022 04/12/2023 62; L)
-RIW� C6.2 PUN&PROFILE-TRADERS CAMP TRAIL 07/26/2022 04/12/2023 k
I _ C6.3 PLAN-ROGERS ROAD 09/16/2022 06/13/2023 { (T!YT.,.•
\ ROGERS 0.0AOC1p0aw y N/`+`/ 09/16/2022 06/13/2023
C6AA TYPICAL SECTIONS C6.4 TYPICAL SECTIONS-ROGERS ROAD 01/12/2023 06/13/2023 '''''/;',IN, I"l,�\ `v
_ V RIVJ� 1 C6.5 SIGNING&MARKING PUN-ROGERS ROAD 09/16/2022 06/13/2023 //IIIIII��
y aau,R,02y,"Ig3Ep• ® I I Cfi.6 CROSS SERIONS 09/16/2022 06/13/2023
C6.7 CROSS SECTIONS 09/16/2022 O6/13/2023
FEW I \ C6.6 CROSS SECTIONS 09/16/2022 Ofi/13/2023
I C6.9 CROSS SECTIONS 09/16/2022 06/13/2023
I 3 C6.10 CROSS SECTIONS 06/13/2023 -/-/--
C6.11 TRAFFIC MAINTENANCE DETAILS 01/12/2023 06/13/2023
® E 4 \ C6.12 ROADELL S 01/12/2023 06/13/2023
C7.0 OVERALL EROSION CONTROL PLAN-PHASE 1 07/26/2022 04/12/2023
I S I C7.) EROSION CONTROL PUN-PHASE 1 07/26/2022 04/12/2023
.MEWAASIC7.2 EROSION CONTROL PUN-PHASE 1 07/26/2022 04/12/2023
\ C7.3 OVERALL EROSION CONTROL PLAN-PHASE 2 07/26/2022 04/12/2023
mio-� I
Mil .4 07/26/2022 04/12/2023
rc CC77.5 EROSIONEROSION CONTROLPLAN-PHASE2 07/26/2022 04/12/2023
C7.6 OVERALL EROSION CONTROL PLAN-PHASE 3 07/26/2022 04/12/2023
1 I C7.7 EROSION CONTROL PLAN-PHASES 07/26/2022 04/12/2023
C7. EROSION CONTROL PLAN-PHASES 07/26/2022 04/12/2023
C7.90 OVERA L DETAIL SHEETS07/26/2022 04/12/2023
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C80 OVERALL UT L TY PLAN 07/26/2022 O6/28/2023
C8.1 SANITARY SEWER PUN&PROFILE 07/26/2022 05/30/2023
C8.2 SANITARY SEWER PUN&PROFILE 07/26/2022 05/30/2023
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AMOR16 gv \ C8.3 ROGERSSANITARYSEWERPUN&PROFILE07/26/2022OS/30/2023
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C8A ROGERS ROAD WATER MAIN RELOCATION PUN OS/30/2023 06/28/2023
EN
COMMA VA.
C9.0 OVERALL LANDSCAPE PUN 07/26/2022 04/12/2023
' 45 g 9 \ C9.1 LANDSCAPE PLAN 07/26/2022 04/12/2023
C9.2 LANDSCAPE PLAN 07/26/2022 04/12/2023
�RApft ®sa.ax2m 101111' 1 44 10 C9.3 PLANTING NOTES AND DETAILS 07/26/2022 04/12/2023
C30.0 SITE DETAILS 07/26/2022 09/12/2023
42
KfOr° 11 / CDO.1 SITE DETAILS 07/26/2022 09/12/2023 Z
' C30.2 SITE DETAILS 07/26/2022 09/12/2023
11 C10.3 SITE DETAILS 07/26/2022 04/12/2023 w© / C10.4 SITE DETAILS 07/26/2022 04/12/2023 K
91 CS0.5 SITE DETAILS 07/26/2022 04/12/2023
1 41 C10.4 SITE DETAILS 07/26/2022 04/12/2023
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40 CANIPTW4L / C30.7 SITE DETAILS 07/26/2022 04/12/2023
�� 1 , CDO.8 SITE DETAILS 07/26/2022 06/28/2023 Q
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' es fWIHNf[(U008( (C?' C10.11 SITE DETAILS 07/26/2022 04/12/2023
,/,. 38 36 15 I C30.12 SITE DETAIL$ 07/26/2022 04/12/2023 O
37 0 uv�bs 900 -- PHOTOMETRIC PLAN 10/06/2022 -/-/- z
- rm '® _ STIPULATION RE A ED FOR
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® 17 THIS DRAWING WAS PREPARED USE
R- I ON THE SPECIFIC SITE,NAMED HEREON,
CONTEMtp' '1 )4
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DAASPUSIEDE HERLEON.AND Y WITH IP G NOT
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$ I PROJECTESITE OR ATAIATER TIME.FLLSEOF32 TH6 ORAWNG FOR REFERENRE OI ENMTIE
ON ANOTIER PROJECT REQUIRES THE
SERVICES OF PROPERLY LICENSED
W1° ® ARCHITECTS AND ENGINEERS REPRODUCTION
< M�A 111111
iW 0 ion, 31 1 OF THIS DRAWING FOR REUSE ON
© II / ANOTHER PROTECT IS NOT AUTHORIZED
12 , AND MAY BE CONTRARY TO THE LAW.
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CONTACTS: $4SWS°1 ®36 25 ' / z..,
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TRAVIS MANNING I / V,
AMH NC DEVELOPMENT,LP I = --T
16905 NORTHCROSS DRIVE ` I .Cd cS F��
SUITE 200 /
HUNTERSVILLE,NC 28078 / ,--I �"
704-650-1936 la* 110**11
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CIVIL ENGINEER: \
BLAKE H.ESTRIDGE,PE
AMERICAN ENGINEERING ASSOCIATES-SOUTHEAST,PA
8008 CORPORATE CENTER DRIVE
V41110.-/ SUITE 110 JOB NUMBER: C220009
s CHARLOTTE,NC 28226 GRAPHIC SCALE CHECKED BY: BHE
N m 704-375-2438 200 0 100 200 900
DRAWN BY: BHE
[e-mail] m m m DATE: 07/26/2022
1 SURVEYOR: (IN FEET) SHEET TITLE:
1 inch=200 ft.
CHRISTOPHER FAULK,PLS
METROLINA LAND SURVEYING,INC.
8521 CROWN CRESCENT CT. COVER SHEET
I CHARLOTTE,NC 28227 1.)OTE
CONTRACiORTO MAINTAIN RECORD DRAWINGS OF Carolinah ag
704-741-1700 North
ALL CHANGES THROUGHOUT CONSTRUCTION.AFTER .......m.... ' /
1 PROJECT COMPLETION THESE DRAWINGS SHALL BE
•^3 D.7.ear Digging•« SHEET NO.:
North Carolina 24V4 /� •O
TURNED OVER TO THE OWNER'S REPRESENTATIVE. BE n<1-80 k,t Entry 1
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LEGEND GENERAL SITE NOTES: DEVELOPMENT DATA -" Z bOa
SIDEWALKS 1. BEFORE YOU DIG,STOP.LMLTHE NC ONE-CALL CENTER AT I-800-632-4949.N'STHE LAW. 23. THE DEVELOPER SHALL MNNTAIN EACH STREAM,CREEK,OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE ZONING: CZ-SF5(PER WILLIAMS POND APPROVED Q ,p `D
CHANNEL AND BANKS OF THE STREAM ALL DEBRIS,LOGS,TIMBER,JUNK AND OTHER ACCUMULATIONS. / REZONING DATED 01/07/2021) ,1 `° 03
EXISTING UNUTIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION AND ARE APPROXIMATE.IT IS THE CONTRACTOR'S RESPONSIBILITY ADDRESS: ROGERS ROAD •
L' Loo
TREE SAVE TO VERIFY THESE AND OTHER UTILITIES BEFORE STARTING CONSTRUCTION.NOTIFY UTILITY LOCATING COMPANY(ONE CAUL@1-806632-0949) 24. APRECONSTILUCIION MEETING SHALL BE SCHEDULED WITH THE NCOQTINSPECTOR PRIORTOANY WORKINTHENCDOT R/W. 1 1 U ell 3 I2
INDIAN TRA14 NC 28110 W (0-
___ DR INDIVIDUAL UTILITY OWNERS FOR UNDERGROUND LOCATIONS AT LEAST 48 HOURS IN ADVANCE. 3 CD m_
ASPHALT PAVEMENT 25. ALL ROADWAY CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH THE TOWN OF INDIAN TRAIL STANDARD SPECIFICATI SANG PARCEL INN 09369008A Z,
2. CONTRACTOR SHALL[ONTACT ALL OWNERS OF EASEMENTS,RIGHT-OF-WAYS AND UTILITIES,PUBLIC OR PRIVATE,BEFORE WORKING IN THESE DETAIL MANUAL AND THE NCDOT STANDARD SPECIFICATIONS FOR ROADSAND STRUCTURES,LATEST EDITION EXCEPT WHEN ERWISE DEED BOOK PAGE: DB 4172/677 Gym r'
DI DROP INLET AREAS. NOTED. .. TOTAL SITE AREA: 24.59 AC �q p IC 1 /�' mN
CB CATCH BASIN 3. CONTRACTOR TEDANSHALL PIITINTO PLACE SUCH TEMPORARY EROSION CONTROL MEASURES/S INDICATED ON THE PLANS.THESE MEASURES SHALL 26. ALL STORM DRAIN PIPES SHALL BE PLACED TO PROPER GRADE AND ALIGNME�lT PER APPROVED PLANS.
R/W DEDICATION ROGERS ROAD: 0.36 ACO rI SI L ! III°Y.
RCP REINFORCED CONCRETE PIPE BE INSPECTED AND EVALUATED DURING CONSTRUCTION OPERATION FOR THEIR EFFECTIVENESS IN PREVENTING EROSION MATERIAL AND NET SITE AREA: 24.23 AC
SEDIMENT FROM DISCHARGING FROM THE WORK AREA.AND IF REQUIRED,AND AS DIRECTED BY THE CTIY INSPECTOR,ADDTUONALTEMPoRARY 27. NO CRACKED OR BROKEN PIPES SHALL BE PLACED OR ACCEPTED IN CONSTRUCT]NOFTHE PROJECT. PROPOSED DENSITY: 1.98 DU/AC-DENSITY HAS CHANGED FROM i % C ta0 a
FES FLARED END SECTION EROSION MEASURES SHALL BE INSTITUTED INSTALLED. 1.96 DU/AC(RUONING CONDMON PI DUE c cam'
28. ALL CATCH BASINS 3'-r DEEP OR MORE SHALL HAVE STEPS PLACED AT 1,2"ONC R. ��
1 SSRW SANITARY SEWER RIGHT OF WAY 4. ALL CONSTRUCTION WNHIN THE TOWN OF INDIAN TRAIL SHALL BE COMPLETED IN ACCORDANCE WITH TOWN OF INDIAN TRAIL STANDARDS. TO R/W DEDICATION ALONG ROGERS ROAD )1S /' cUN
SDE PUBLIC STORM DRAIN EASEMENT 29. EROSION CONTROL MEASURES SHALL BE PLACED AROUND DRAINAGE INLETS ANH BASINS PROPOSED LOT: 18 LOTS r1 \`LUC _yN
5. PROTECT ALL PROPERTY MONUMENTS AND PINS.MONUMENTS AND PINS THAT WILL BE DISTURBED DURING CONSTRUC ON SHALL BE PROPOSED TOTAL AREA IN TOTS 10.35 AC w U
REFERENCED AND REPLACED BY LICENSED LAND SURVEYOR.
PROPERTY LINE 30. ALL PIPES IN STORM DRAINAGE STRUCNRFSSHALL BE CUT OFF FLUSH WITH THE INSIDE ALL PROPOSED TOTAL AREA IN R/W: 2.85 AC I W p.z
ADJACENT PROPERTY LINE 6. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SUCH THAT WORKMEN AND THE PUBUC WILL BE PROTECTED FROM INJURY,AND PROPOSED COMMON OPEN SPACE: 11.04 AC(45.6%) • 1
ADJOINING PROPERTY PROTECTED FROM DAMAGE. 31. ALL STRUCTURES SHALL BE SMOOTH INSIDEAND OURIDE OF THE S RUCTURE USING MO R I%EDTO MANUFACTURER'S SPECIFICATIONS DISTURBED AREA: 16 AC E �U
EASEMENT LINE TO AVOID DEBRIS BUILD-UP SMOOTH
I OBSTRUCTING FLOW. 6AAM y mo t
EX.GRAVITY SEWER 7. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THESITEUPONCOMPLETIONOFTHE PROIECTANDAT LEAST ONCEAWEEK PROPoSEDTREESAVE: OROJE N 1 1OL
EX.UNDERGROUND TELEPHONE LINE DURING CONSTRUCTION. 32. ALL TAIL DITCHES SHALL HAVE POSITIVE DRAINAGE WITH A MINIMUM 1.O%SLOPE. TOTALSIIE AREA: 24.59 AC CWNSELO� `` QIxJU
B. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL DUE TO CONSTRUCTION OPERATIONS.ALL STREET R/W DEDICATION ROGERS ROAD: 0.36 AC
EX.GAS LINE 33. THE DEVELOPER SHALL OBTAIN ANY OFF-SITE DRAINAGE EASEMENT FROM ADJACENT PROPERTY OWNERS REQUIRED TO COMPLETE THE E%.UNION POWER EASEMENT: 0.56 AC 11111„
SURFACES,UTILITYPOLES,CULVERTS,DITCHES,CURBANDGIJTIEROR BYITLURURFSTHATAREDISTURBEDORDAMAGEDIN ANY II 1
IMPROVEMENTS OR PROVIDE POSITIVE DRAINAGE FLOW PRIOR TO CONSTRUCTION PLAN APPROVAL SCALE 1 =500 OE UDe=o uDe OE EX UNDERGROUND ELECTRIC LINES MANNER AS A TIONS.LILT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED BYTI7E CONTRACTOR IN ACCORDANCE WITH THE APPROPRIATE EX.POND. O.61AC i.2c5E CAR ,
SPECIFICATIONS. NET SITE AREA: 23.06 3.46 C(
EX.OVERHEAD ELECTRIC e 34. ALL CONCRETE FO0.DRAINAGE STRUCTURES SHALL BEAMINIMUM OF 3,fiW P51 EXCEPT WHERE OTHERWISE NOTED OR REQUIRED. REQUIRED TREE SAVE: 23.06A(15.0%) O�Q- 101 C,tiy'
9. CONTRACTOR SHALL REMOVE DEBRIS FROM EXISTING CATCH BASIN AND CLEAN OUT EXISTING DRAIN PIPES.REPAIRAND REPLACE EXISTING `�•OERICA
/0 W EX.WATER LINE PROPoSEOTREE SAVE: 3.59 AC(15.6%) 8
CATCH BASIN FRAME&GRATE AS NEEDED. 35. IF THE DEVELOPER WISHES TO USE ANY PRECAST STORM DRAINAGE STRUCTURES WITHIN A PROPOSED STREET RIGHT-OF-WAY,HE MUST U= 9 L
5§Q PROP.MAJOR CONTOUR SUBMRA PROFESSIONAL ENGINEER CERTIFICATIONFOR THE STRUCTURE.ALLSTRED IN OR MUST BE CERTIFIED TO ADEQUATELY CARRY H2O ENGINEERING
- 0 ALL STRIPING AND DIREC IONALARROWS TO BE PAINTED REFLECTIVE WH IF,WO COA -LINEAR-FEETO STREET. _n•
PROP.MINOR CONTOUR DRA DRAINAGE
STRUCTURES
FRONHHEENGIN€TRORSRA[L BE OBIAINEOIN ORDER IL/ 8 ASSOCIATES •0E
DRAINAGE STRUCTURES IN A PROPOSED STREET RIGHT-OF-WAY. TRADERSWILLIAM POND ROAD: 1,7fi5 FT ▪5 SOUTHEAST
---SSO- IX.MAJOR CONTOUR 11. ALL PAVING SHALL CONFORM WITH PAVING DETAIL ON SHEET CI0.1. TRADERS CAMP TRAIL: 322 FT ▪b C-3881 tip:
-548---- G.MINOR CONTOUR 36. UNDER NO CIRCUMSTANCES SHALLA PRECAST STORM DRAINAGE STRUCTURE BE CUT OR ALTERED WITHOUT A PROFESSIONAL ENGINEER'S rq°O•Po°oe°e••°CIO@•�C
I12. IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE CONTRACTOR,DETAILS OF SUCH DEPARTURES AND CERTIFICATION OF ADEQUATE LOAD BEARING STRENGTH FOLLOWING THE ALTERATION OF THE STRUCTURE. SETBACKS(EASED ON APPROVED REZONING): ' Tt V
REASONS THEREOF SHALL BE SUBMITTED IN WRITING TO THE OWNER FOR REVIEW.NO DEPARTURES FROM THE CONTRACT DOCUMENTS WILL MIN FRONT SETBACK: 25 FT
OFI A�ss
BE ALLOWED WITHOUT APPROVAL BV THE OWNER. '30'FRONT SETBACK ADJACENT TO BLVDS/THOROUGHFARES n1 n
37. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RSEIN UN-BACKFILLEO TRENCIIFSARER THE PIPE HAS BEEN PLACED.
13. CONTRACTOR SHALL MAINTAIN AN"AS-BUILT SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALL PIPING AND PIPE INVERT MIN SIDE SETBACK: ICI FT ,
ELEVATIONS PRIOR TO CONCEALMENT.DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT. 38. THE LAYING OF PIPE IN THE FINISHED TRENCH SHALL BE STARTED AT THE LOWEST POINT AND LAID UPGRADE.THE BELL SHALL BE LAID MIN REAR SETBACK: 30 FT
22 UPGRADE. 1 `UI II//0//
' G 14. ANY AND ALL QUANTITIES SHOWN OR IMPLIED ON THE PLANS ARE FOR ESTIMATION PURPOSES ONLY. LOTS(BASED ON APPROVED REZONING): ?-/,y{A U
I 15. BUILDING DIMENSIONS SHOWN ARE APPROXIMATE.REFER TO ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS. 39. SURVEY STAKING AND PROPOSED GRADES SHALL BE CONSISTENT WITH P ALAS AND FIELD CONDI TONS TYPICAL ICI SIZE: 60.)(]35'
MIN LOT WIDTH REQUIRED: fi0' ./ Y
16. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.WHEN FIELD LONDDIONS WARMNTOFFSIIE 40. NO CONSTRUC710NACTIVITIESAREALLOWEOTO TAKE PLACE BEYONDTHE FLOODPIAIN LINE ORTHESTRFAM BUFFER LINE,WITHOUT MIN LOT SIZE REQUIRED: B4O00 SF :-
J I GRADING,PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. PERMIT ISSUED BY THE U.S.ARMY CORPS OF ENGINEERS,THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, O. �'F _
AND THE TOWN OF INDIAN TRAIL U
IMPERVIOUS AREA:
�' 17. IN ORDER TO ENSURE PROPER DRAINAGE,KEEP A MINIMUM OF 05%SLOPE OF THE CURB. E%.IMPERVIOUSAREA. 0.00 AC ,'.,41-12 13
41. 18'DRIVEWAY WIDTH REQUIRED FOR ALL LOTS TO ACCOMMODATE TWO VEHICLES. .e /01'V
% •
T`.I 18. SUBSURFACE DRAINAGE FACILTIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY NE INSPECTOR. PROPOSED IMPERVIOUS AREA. 5.49 AC ¢L� • XC `.
42. DEVIATIONS FROM THE TOWN OF INDIAN TRAIL STANDARD SPECIFICATIONS AND DETAIL MANUAL MUST BE CLEARLY NOTED ON THE PLAN AND s" /1 es,,,\A‘ ^
19. SITE TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. LISTED BELOW. Ff/l JIIi11'AA
/0 20, AREAS OF SEVERE ASPHALT DISREPAIR WILL BE REMOVE TO TOP OF SUBBASE AND PATCHED PRIOR TO OVERLAY.
i' 43. PROOFROLLING SHALL BE PERFORMED BY UTILIZING TRI-AXLE(OVERLOADED ON SITE)OR QUAIAAJO F DUMP TRUCK WITH A MINIMUM OF
I I 21. THERE WILL BE NO DEMOLITION LANDFILL ON SITE. 20+TONS OF ABC,AXLES UFTED.PRDOFROLLING SHALL BE PERFORMED IN THE PRESENCE OF TOWN STAFF.THE SUBGRADE SHALL BE
NON-YIELDING AND SHOULD NOT PUMP UNDER THE TIRES.IF PUMPING IS OBSERVED,AREAS SHALL BE MARKED AND REMOVED FOR
,.i 22. THE PURPOSE OF THE STORM DRAINAGE EASEMENT(SDE)S TO PROVIDE STORM WATER CONVEYANCE.BUILDINGS ARE NOT PERMITTED IN THE STABILIZATION OR RECOMPACTING.AREAS THATINITIALLY FAILED AND REPAIRED SHALL BE PROOFROLLED AGAIN.NO STONE SHALL BE PLACED
1 EASEMENT AREA.ANY OTHER OBJECTS WHICH IMPEDE STORM WATER FLOW OR SYSTEM MAINTENANCE ARE ALSO PROHIBITED. UNTIL THE TOWN HAS APPROVED ALL SUBGRADE.
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\ 1 ON ANOTHER PROJECT REQUIRES THE
f .51 SVALKI,i6 - . -\ / I OF THIS DRAWING FOR REUSE ON
ARCHITECTS AND ENGINEERS REPRODUCTION
f x COS \ 12,2955 / \ ,0/7/
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