SW3130701_APPROVED PLANS_20130708

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW _23D 7D(
DOC TYPE
❑CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
NA
YYYYMMDD

copyright 2D13 Hite associates
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SEE C-101.3:'
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RETAtNIN WALL AS SPECIFIED
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SEE DETAIL C-305
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DRY DETENTION MAINTENANCE
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EASEMENT AND ENCROACHMENT
AGREEMENT FOR CONSTRUCTION
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DUMPSTER PAID ENCLOSURE
STONE VENEER AS SPEC. OVER
8" CMU WALL, SEE DETAIL 000.0
AND STRUCTURAL DWGS FOR
REINFORCING
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EL.=882.00'
44'
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GREASE
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6" THICK CONCRETE DUMPSTER
PAD REINF. w/ 6.6/2.9x2.9 WWM
WITH 12" PERIMETER TURNED DOWN
EDGE
HEAVY DUTY CHAIN LINK
DOUBLE LEAF SWING GATES
WITH 9 GA. C.L. FABRIC. PROVIDE
SOLID PVC PRIVACY SLATS EACH GATE
COLOR BY ARCHITECT.
S 67• 06154" F 372.28'
8'-0" PLANTING BUFFERYARD
COVFG
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GENERAL SITE NOTES AND REQUIREMENTS
1. PROPOSED USES SHALL COMPLY WITH THE CITY OF STATESVILLE ZONING
REGULATIONS FOR B-4 ZONING DISTRICT.
2. PAVED AREAS SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY EXCEPT
FOR THE TOP 6" OF SUBGRADE WHICH SHALL BE COMPACTED TO 100% MAXIMUM
DRY DENSITY IN ACCORDANCE WITH AASHTO-T99,
3. AGGREGATE BASE COURSE SHALL BE TYPE ABC CONFORMING TO SECTION 520
OF THE NCDOT STANDARD SPECIFICATIONS DATED 1990.
4. BITUMINOUS CONCRETE SURFACE COURSE SHALL BE TYPE S9.5A CONFORMING TO
SECTION 645 OF THE NCDOT STANDARD SPECIFICATIONS.
5. ALL MATERIALS AND INSTALLATION METHODS OF WATER AND SANITARY SEWER
UTILITIES SHALL MEET THE MINIMUM REQUIREMENTS OF THE CITY OF STATESVILLE
UTILITIES MANUAL FOR THE DESIGN AND CONSTRUCTION OF WATER AND
WASTE WATER SYSTEM EXTENSIONS. CONTRACTOR SHALL VERIFY ALL EXISTING
INVERTS AT NEW STORM DRAIN AND SANITARY SEWER TIE-IN POINTS PRIOR TO
ANY INSTALLATION OF UTILITIES:
6. PROVIDE EXTERIOR CONCRETE WALKS AND CONCRETED AREAS WITH EXPANSION
AND SCORED JOINTS IN PRE -APPROVED LOCATIONS. EXPANSION JOINTS SHALL BE
1/2 " WIDE WITH EDGES TOOLED TO 1/8 " RAD AND FILLED WITH HOT RUBBER
ASPHALT SEALANT. PROVIDE AT ALL CORNERS, INTERSECTIONS, CHANGES IN SLOPE
OR DIRECTION, AGAINST EXISTING OR NEW WALLS OR PAVEMENTS, AND AT
INTERVALS NOT TO EXCEED 30'. SCORED JOINTS SHALL BE SCORED 1" DEEP
MINIMUM AND RADIUSED 1/8 ", AND SHALL BE PLACED AT INTERVALS NOT TO
EXCEED 5 FEET.
7. EACH PRIME CONTRACTOR PERFORMING EXCAVATIONS OR UNDERGROUND WORK
SHALL BE RESPONSIBLE FOR THE LOCATION OF ANY EXISTING UTILITIES IN THE
AREA OF THEIR WORK. NOTIFY THE UTILITY LOCATOR SERVICE (1-800-632-4949) AT
LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION IN ORDER THAT
EXISTING UTILITIES IN THE AREA MAY BE FLAGGED AND STAKED. CONTRACTOR
SHALL USE ALL CARE NECESSARY WHEN WORKING IN AREAS KNOWN OR
SUSPECTED TO CONTAIN UNDERGROUND UTILITIES, INCLUDING HAND DIGGING.
8. GARBAGE PICKUP WILL COMMERCIAL HAULER SERVICE DETERMINED BY OWNER
9. ALL REQUIRED IMPROVEMENTS SHALL CONFORM TO THE CITY OF STATESVILLE
MANUAL OF STANDARD DESIGNS AND DETAILS.
10. AN APPROVED STORM WATER DETENTION PLAN IS NOT REQUIRED.
11. CITY OF STATESVILLE DRIVEWAY PERMIT IS REQUIRED.
12. AN APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS REQUIRED.
13. NCDOT DRIVEWAY PERMIT IS NOT REQUIRED.
14. CITY OF STATESVILLE VEGETATION PLAN IS REQUIRED, SEE LANDSCAPE PLAN
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FOLGER DRIVE PROPERTIES, LLC
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TERMINATE CONCRETE
CURB/GUTTER L PAVEMENT
NEW TRANSFORMER LOCATION
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ZONED: CU-26 B-4
io 8'-0' "PLANTING BUFF.PR KARD L00­DRA1NAGEfA5j'MLF`Nr
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SAWCUT AND REPLACE Ek15TING SAWCUT AND REMOvi EXISTING SIGN
WALK. DEPRESS NEW WALK AND CURB CONCRETE CURB AND GUTTER, FROM PINLSETBACK
FLUSH WITH ASPHALT, TYP BOTH SIDES INSTALL NEW 36" CONCRETE CINEMA DRIVE
DRIVE. PROVIDE WARNING SURFACE TILES VALLEY GUTTER, SEE DETAIL
SEE DETAIL C-304,4
Property Information
15. SEWER TAP FEES AND WATER TAP FEES ARE DUE PRIOR TO RECEIVING SEWER
None of Project: Village Inn Pizza
AND WATER SERVICES.
Proposed use: Comrnerciol
16. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS STREET MAINTENANCE DIVISION
Oww or Authorized Agent: Ray Lackey Enterprises, Inc
AT LEAST 48 HOURS PRIOR TO MAKING CONNECTION TO EXISTING STORM DRAINS
1323 East Broad Street
WITHIN PUBLIC STORM DRAINAGE EASEMENTS OR R1W'S.
Stat
tatesvlie, NC 28525
Property Zoning B-4
17. GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING INVERT ELEVATIONS PRIOR
Deed Book / Map Book Reference: 2211, PAGE_41: P& 45. PAGE 128
TO CONSTRUCTION.
Porcal No. ]
18. ALL DUMPSTER PADS SHALL BE SCREENED ON THREE SIDES IN ACCORDANCE
Subdivision: EaStside Centre
WITH THE CITY OF STATESVILLE
_ -
19. CITY OF STATESVILLE POINT OF SERVICE FOR WATER SHALL BE AT THE WATER METER.
20. NEW & EXISTING FIRE HYDRANTS SHOWN ON THIS PLAN HAVE OR SHALL BE
Site Data
INSTALLED THAT NO PORTION OF BUILDING(S) IS LOCATED FURTHER THAN
400' FROM HYDRANT AS THE HOSE IS LAID.
Acraoge: 2.17 Acres
21. SIGNAGE SHALL BE IN ACCORDANCE WITH SECTION 6.07 OF THE STATESVILLE CITY
Disturbed Area: 1.4E3 Acres
CODE, SIGN PERMIT REQUIRED.
New Building Addition: T!4& Story, - 20'-0" Nt. Building Area • 5,297 S.F. -
22. CITY POINT OF SERVICE FOR THE SEWER SHALL BE C.O. LOCATED AT THE
Parking Spaces required 1 provided
RIGHT-OF-WAY OR AT THE EDGE OF THE SANITARY SEWER EASEMENT.
Parking spaces required:
23. NEW BUILDING MUST COMPLY WITH ALL APPLICABLE BUILDING CODES.
Per Section 6.03 Number of parking spaces required (City of Stateevie Code of Ordinances)
24. SITE SHALL MEET ALL ACCESSIBILITY REQUIREMENTS OF THE NC BUILDING CODE
use (Ret(iI RESTAURANT wr NO ORIvE THRU! I Spaces per 150 s.f. of totalbddi+g s.f.
VOL. I-C, DEPT. OF INSURANCE APPROVAL OF CONSTRUCTION PLANS.
5,297 s.r.I 150 . 36 required spaces
Parking spaces provided:
25. PROPOSED BUILDING USE DOES HAVE FOOD HANDLING FACILITIES, A GREASE
TOTAL Parking Spaces Provided (incl. H/C parking) 54
INTERCEPTOR IS REQUIRED AND HAS BEEN PROVIDED, SEE PLUMBING PLANS.
TOTAL H/C Parking Provided: 3
26. OUTFALL ACREAGE FEES ARE DUE AND PAYABLE BY THE OWNER,
27. PERMITTING OF PRIVATE WATER MAINS 2" AND LARGER IS REQUIRED BY NCDENR.
(All Asphalt areas, including, drives, parking areas & hardcourts; All concrete walks, hardstands, etc)
THE PERMIT SHALL BE IN THE NAME OF THE OWNER. WATER WILL NOT BE PROVIDED
TO THE PROJECT UNTIL CITY OF STATESVILLE HAS BEEN PROVIDED VERIFICATION OF
Building Lot Coverage
FINAL APPROVAL FROM NCDENR.
Total Buildings 5,297 s.f.
28. ALL EXISTING WATER AND SEWER SERVICES NOT USED FOR THIS PROJECT SHALL BE Total Ste Area 94,525 s.f.
ABANDONED AT THE CONTRACTORS EXPENSE IN ACCORDANCE WITH CITY OF Total Building Coverage 6 STATESVILLE REQUIREMENTS
REQUIREMENTS
29. THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA AS DETERMINED
BY FEDERAL EMERGENCY MANAGEMENT AGENCY. THIS PROPERTY IS LOCATED IN ZONE(S) X, AS SHOWN ON PANEL 4744J, FIRM PANEL NUMBER(S) 3710474400J Total Impervious coverage
COMMUNITY NUMBER 370147, DATED: MARCH 18, 2008
30. NO WETLANDS EXIST ON THIS PROPERTY
-------------------------------------------------------- H4FR
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j DT INVESTMENTS OF STATESVILLE \` \` 1 4744-74-9678
j 1793-876 STATESVILLE 77 HOTEL
LOT 5 \ I ASSOC. LLC
P.B. 45, PG. 128 \ 1653-2113
ZONED: CU-26 B-4 LOT 6
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EASTSIDE CENTRE P.B. 45, PG. 128 1
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GRAPHIC SCALE
101.1 SITE:E _GEOMETRY PLAN
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New Parking/ Drives and Walks 24,854 s.f.
New Building Addition. 5,297 s.f.
Total New Building/Drives/Walks 30,151 s.f.
Total Impervious % 32 %
F - -
(UAKAM AM
1 20 S.F. X 109 - 32
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Vicinity Map n.t.s.
81 EACH PRIME CONTRACTOR PERFOR(NNG EXCAVATIONS OR UNDER-
GROUND Vy'ORX SHALL BE RESPONSIBLE FOR THE LOCATION OF ANY
EXISTING VT(LMES IN THE AREA OF THEIR WORK NOTIFY THE NC-
• ONE CALL CENTER AT 140MMAM AT LEAST 46 HOURS PRIOR TO
OOWENCING CONMUCT10N IN ORDER THAT EXISTING UTIUTES
1\ // IN THE AREA MAY BE FLAGGED AND STAIKED.CON(RACTOR 6HALL
USE ALL CARE NECESSARY MEN YKiRgNG IN AREAS NN"
I(eae•twh WOW. O; SUSPECTED TO CONTA,N UNDERGROJND UPILMES.
Call bran y- dq. INCLUDING HAND DIGGING.
North C aors4aan denter
(Suomi W
SEE SHEET A-301 -EXTERIOR ELEVATIONS
101 . 3 WALL_ SIGN
101.2MONUMENT SIGN
SCALE: )8" = 1'-a"
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Project No.
21301
Date:
28 May 2013
Drawing no.
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copyright 2013 Hite associates
879
NOTE:
G.C. SMALL REMOVE ALL WOODY
VEGETATION, CATTAILS, ETC. ALONG
TOP AND ALL SIDE SLOPES AROUND
ENTIRE PERIMTER OF EXISTING
REGIONAL DETENTION BASIN. RESEED
AS SPECIFIED
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1 EACH PRIME CONTRACTOR PERFORMING EXCAVATIONS OR UNDER-
GROUND WORK SHALL BE RESPONSIBLE FOR THE LOCATION OF ANY
EXISTING UTILITIES IN THE AREA OF THEIR WORK NOTIFY THE NC-
m ONE CALL CENTER AT 1.80M32-048 AT LEAST 48 HOURS PRIOR TO
COMMENCING CONSTRUCTION IN ORDER THAT EXISTING UTILITIES
1\ IN THE AREA MAY BE FLAGGED AND STAKED. CONTRACTOR SHALL
USE ALL CARE NECESSARY WHEN WORKING IN AREAS KNOWN
Kaowwhan below. OR SUSPECTED TO CONTAIN UNDERGROUND UTILITIES,
Call before you dig. INCLUDING HAND DIGGING.
North C c-em Qenter
881
883
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NOTE:
PROVIDE TEMPORARY STORM INLET
SEDIMENT TRAPS AROUND ALL NEW
CATCH BASINS AND DROP INLET BASINS
PER DETAIL C-302
r'IMI=hAa F1R11/F 11
EROSION CONTROL
LEGEND
W = M
M LIMI TS OF CONSTRUCTION / DISTURBANCE
TEMPORARY ROCK CHECK DAM
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TEMPORARY STORM INLET SEDIMENT TRAP
—SF— —SF— TEMPORARY SEDIMENT FENCE
AIM
EXCELSIOR NETTING DITCH LINER
Ev
STONE RIP RAP
LEGEND
EIP -
EXISTING IRON PIPE
UG -
UNDERGROUND
I PS -
IRON PIPE SET
OH -
OVERHEAD
NPS -
NO POINT SET
L. F. -
EXI STI NG I RON PI PE
ECM -
EXISTING CONCRETE MONUMENT
F/F -
FINISH FLOOR
R/W -
RIGHT OF WAY
P/S -
POINT OF SERVICE
B/M -
BENCH MARK
W/M -
WATER METER
R/RS-
RAILROAD SPIKE
F/H -
FIRE HYDRANT
B/B -
BACK OF CURB TO BACK OF CURB
FES -
FLARED END SECTION
S/D -
SIGHT DISTANCE
H/W -
HEAD WALL
MBL -
MI NIMUN BUILDING LINE
B/O -
BLOW OFF
R -
RADIUS
GV -
GATE VALVE
C/L -
CENTERLINE
BY -
BALL VALVE
P/L -
PROPERTY LINE
EL. -
ELEVATI ON
H/C -
HANDICAP
PP -
POWER POLE
TC -
TOP OF CURB/CONCRETE
T/P -
TELEPHONE/ PED.
TP -
TOP OF PAVEMENT
L/P -
LIGHT POLE
TW -
TOP OF WALK
CB -
CATCH BASIN
TCW -
TOP OF CONCRETE WALK
DI -
DROP INLET
TCP -
TOP OF CONCRETE PAD
DIP -
DUCTILE IRON PIPE
TG -
TOP OF GRADE
YI -
YARD INLET
FG -
FINISH GRADE
INV -
INVERT
E/P -
EDGE OF PAVEMENT
C/D -
CLEAN OUT
C&G -
CURB & GUTTER
MH -
MANHOLE
EP/EP - EDGE PVMT TD EDGE PVMT
SS -
SANITARY SEWER
CMs -
CORRUGATED METAL PIPE
SD -
STORM DRAIN
RCP -
REINFORCED CONCRETE PIPE
JB -
JUNCTION BOX
GC -
GENERAL CONTRACTOR
SC -
SITE CONTRACTOR
PC -
PLUMBING CONTRACTOR
EC -
ELECTRICAL CONTRACTOR
MC -
MECHANICAL CONTRACTOR
HOOD-885.80 ,�
INV 1N-878.48
INV 007--878.38
— W W
WATER LINE - PROPOSED/EXISTING
-- 1' - 3' WATER LINE PROPOSED
-- S5 SS
SANITARY SEWER - EXISTING
SANITARY SEWER - PROPOSED
U.G. COMMUNICATIONS / TELEP/TPHONE
TELECOMM
— OHE DHF
OVERHEAD POWER - EXISTING
---- G G
U. G. GAS LINE EXISTING
— UE UE
U.G. ELECTRICAL LINE - EXISTING
PROPOSED STORM DRAINAGE
--------------------------
--------------------------
STORM DRAINAGE
+--42.00 PROPOSED
SPOT ELEVATION
+ 43.25 EXISTING
SPOT ELEVATION
---------------- ----- 42-----------------
----- EXISTING CONTOUR
PROPOSED CONTOUR
4 2
FENCE LINE
UTILITY TIE-IN CONNECTION POINT
--- —
DIRECTION OF SWALE / FLOW
IEGEAID IS FOP RFFFRFNCF ONLY: SYMBOLS / A BORE VIA TIO NS
SHOWN DO NOT NECESSARILY
APPLY TO THIS PROJECT,
Topographic Survey Provided by.
Matthew 1a Grant, PE
G V Grant & Associates
Kestler Surveying, Inc.
2351 Simonton Road
Statesville, NC 28625
704-872-3136
704-872-0212
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201,1 SITE GRADING AND DRAINAGE PLAN
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Project No.
21301
Date:
28 May 2013
Drawing no.
NOTE: THIS PLAN ILLUSTRATES NEW AND EXISTING SITE CONDITIONS

copyright 2013 Hite associates
WATER ENTRY UNIT WITH
TRASH SCREEN
ORIFICE OPENING INSIDE THE HORIZONTAL
TUBE WITH A CONSTANT HYDRAULIC HEAD
WATER ENTRY UNIT
TEMPORARY FAIRCLOTH
10,000 cf
OF STORAGE
END VIEW
REMOVE SKIMMER AND PIPING
AND INSTALL 4" TEE AT
END OF PROJECT
REMOVE AND RELOCATE EXISTING
TRASH CAGE TO COVER NEW WEIR
OPENING AS REQUIRED.
SAWCUT EXISTING WEIR OPENING
TO FU,L HEIGHT OF EXISTING
STRUCTURE AND REMOVE
4" PVC PIPE
EXISTING TRASH
RACK TO BE REMOVI
AND LOWERED TO
ELEVATION AS SHOW
EXISTING
- -- _ 3 _,.__......._ ._.-_ _ - — 3,.,.....
DETENTION AREA
874,52. TEMPORARY- P00L.._
i10,ODD CFI"
DRY7DETENTION SECTION305.5
30504 DRTSDETENTIONNSECTION
SEGMENTED PRECAST
305,3 OUTLET OSTRUCTURE PLAN VIEW
305.2�7
305,2 __
---- — EL. 878.00'
EL. 677.00'
- - EL. B76.00'
EL. 875.00'
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- EL.873.00'
EL. 878.01)'
EL. 877.00'
EL. 876.00'
EL. 875.00'
EL. 874,00'
EL. 873.00'
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Project No.
21301
Date:
28 May 2013
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305.2 SECTION, -OUTLET STRUCTURE
305.1 SECTION -OUTLET STRUCTURE

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DRY DETENTION MAINTENANCE
EASEMENT AND ENCROACHMENT
AGREEMENT FOR CONSTRUCTION
AND MAINTENANCE
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RETAININ
WALL AS SPECIFIED -
SEE DETAIL C-305
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DUMPSTER PAD ENCLOSURE
STONE VENEER AS SPEC.OVER
B" CMU WALL, SEE DETAIL 000.0
AND STRUCTURAL DWGS FOR
REINFORCING
MSst
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Ell THICK CONCRETE D(1MPSTER
PAD REINF. W/ 5x6/2.4x2.9 WWM
WITH 12" PERIMETER TURNED DOWN
EDGE
HEAVY DUTY CHAIN LINK
DOUBLE LEAF SWING GATES
WITH 9 GA. C.L. FABRIC. PROVIDE
SOLID PVC PRIVACY SLATS EACH GATE
COLOR BY ARCHITECT.
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8'-0" P1 ANIING f7(/FF£1?YAh'D
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GREASE
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OCATION
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SAWCUT AND REPLACE EXISTING
WALK. DEPRESS NEW WALK AND CURB
FLUSH WITH ASPHA'_T• TYP BOTH SIDES
DRIVE. PROVIDE WARNING SURFACE TILES
SEE DETAIL C-304.4
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HANCIC ACCi:SSIB1.
GENERAL SITE NOTES AND REQUIREMENTS
1. PROPOSED USES SHALL COMPLY WITH THE CITY OF STATESVILLE ZONING
REGULATIONS FOR B-4 ZONING DISTRICT.
2. PAVED AREAS SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY EXCEPT
FOR THE TOP fill OF SUBGRADE WHICH SHALL BE COMPACTED TO 100% MAXIMUM
DRY DENSITY IN ACCORDANCE WITH AASHTO-T99.
3. AGGREGATE BASE COURSE SHALL BE TYPE ABC CONFORMING TO SECTION 520
OF THE NCDOT STANDARD SPECIFICATIONS DATED 1990,
4. BITUMINOUS CONCRETE SURFACE COURSE SHALL BE TYPE S9.5A CONFORMING TO
SECTION 645 OF THE NCDOT STANDARD SPECIFICATIONS.
5. ALL MATERIALS AND INSTALLATION METHODS OF WATER AND SANITARY SEWER
UTILITIES SHALL MEET THE MINIMUM REQUIREMENTS OF THE CITY OF STATESVILLE
UTILITIES MANUAL FOR THE DESIGN AND CONSTRUCTION OF WATER AND
WASTE WATER SYSTEM EXTENSIONS. CONTRACTOR SHALL VERIFY ALL EXISTING
INVERTS AT NEW STORM DRAIN AND SANITARY SEWER TIE-IN POINTS PRIOR TO
ANY INSTALLATION OF UTILITIES.
6. PROVIDE EXTERIOR CONCRETE WALKS AND CONCRETED AREAS WITH EXPANSION
AND SCORED JOINTS IN PRE APPROVED LOCATIONS. EXPANSION JOINTS SHALL BE
1/2 " WIDE WITH EDGES TOOLED TO 118 " RAD AND FILLED WITH HOT RUBBER
ASPHALT SEALANT. PROVIDE AT ALL CORNERS, INTERSECTIONS, CHANGES IN SLOPE
OR DIRECTION, AGAINST EXISTING OR NEW WALLS OR PAVEMENTS, AND AT
INTERVALS NOT TO EXCEED 30'. SCORED JOINTS SHALL BE SCORED 1" DEEP
MINIMUM AND RADIUSED 1/8 ", AND SHALL BE PLACED AT INTERVALS NOT TO
EXCEED 5 FEET.
7. EACH PRIME CONTRACTOR PERFORMING EXCAVATIONS OR UNDERGROUND WORK
SHALL BE RESPONSIBLE FOR THE LOCATION OF ANY EXISTING UTILITIES IN THE
AREA OF THEIR WORK NOTIFY THE UTILITY LOCATOR SERVICE (1-800-632-4949) AT
LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION IN ORDER THAT
EXISTING UTILITIES IN THE AREA MAY BE FLAGGED AND STAKED, CONTRACTOR
SHALL USE ALL CARE NECESSARY WHEN WORKING IN AREAS KNOWN OR
SUSPECTED TO CONTAIN UNDERGROUND UTILITIES, INCLUDING HAND DIGGING.
8. GARBAGE PICKUP WILL COMMERCIAL HAULER SERVICE DETERMINED BY OWNER
9. ALL REQUIRED IMPROVEMENTS SHALL CONFORM TO THE CITY OF STATESVILLE
MANUAL OF STANDARD DESIGNS AND DETAILS.
10, AN APPROVED STORM WATER DETENTION PLAN IS NOT REQUIRED.
11. CITY OF STATESVILLE DRIVEWAY PERMIT IS REQUIRED.
12. AN APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS REQUIRED.
13. NCDOT DRIVEWAY PERMIT IS NOT REQUIRED.
14. CITY OF STATESVILLE VEGETATION PLAN IS REQUIRED, SEE LANDSCAPE PLAN
4744-85-0340
FOLGER DRIVE PROPERTIES, LLC
1189-884
ZONED: BCU-26 B-4
10'-O" DRAINAGE EASE lFNT -
-------------
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N TERMINATE CONCRETE---`----------.-�
CURB/GUTTER & PAVEMENT
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NEW TRANSFORMER LOCATION
SEE ELECTIRCAL PLANS E-001
TERMINATE CONCRETE
CURB/GUTTER & PAVEMENT
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4744-74-8947
RAY LACKEY ENTERPRISES, INC.
P.B. 45, PG. 128
ZONED: CU-26 B-4
10'-0" DRAINAGE EASEMENT
SAWCUT AND REMOVE EXISTING SIGN
CONCRETE CURB AND GUTTER, 5'-C" MIN. SETBACK
INSTALL NEW 36" CONCRETE FROM P/L CINEMA DRIVE
VALLEY GUTTER, SEE DETAIL
Property Information
15.
SEWER TAP FEES AND WATER TAP FEES ARE DUE PRIOR TO RECEIVING SEWER
Name of Project: Village Inn Pizzo
AND WATER SERVICES.
Proposed Use: Commercial
16.
CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS STREET MAINTENANCE DIVISION
owner or Authorized Agent: Roy Lackey Enterprises, Inc
AT LEAST 48 HOURS PRIOR TO MAKING CONNECTION TO EXISTING STORM DRAINS
1523 East Broad Street
WITHIN PUBLIC STORM DRAINAGE EASEMENTS OR RIWS.
Statesville, NC 28625
Properly zoning B-4
17.
GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING INVERT ELEVATIONS PRIOR
Deed Book /)dap Book Reference!221iPAGE 41; PB: 45, PAGE 128
TO CONSTRUCTION.
-
Parcel 0. 4-7
18.
ALL DUMPSTER PADS SHALL BE SCREENED ON THREE SIDES IN ACCORDANCE
WITH THE CITY OF STATESVILLE
arcelN Eas Centre - -
19.
CITY OF STATESVILLE POINT OF SERVICE FOR WATER SHALL BE AT THE WATER METER,
20.
NEW & EXISTING FIRE HYDRANTS SHOWN ON THIS PLAN HAVE OR SHALL BE
Site Data
INSTALLED THAT NO PORTION OF BUILDING(S) IS LOCATED FURTHER THAN
400' FROM HYDRANT AS THE HOSE IS LAID.
Acreage: 2.17 Acres
21.
SIGNAGE SHALL BE IN ACCORDANCE WITH SECTION 6.07 OF THE STATESVILLE CITY
Disturbed Area 1.48 Acres
CODE, SIGN PERMIT REQUIRED.
New Building Addition: sine Star - 20'-a" Ht. Building Area - 5,297 S.F.
222.
CITY POINT OF SERVICE FOR THE SEWER SHALL BE C.O. LOCATED AT THE
Parking Spaces required / provided
RIGHT-OF-WAY OR AT THE EDGE OF THE SANITARY SEWER EASEMENT.
23.
NEW BUILDING MUST COMPLY WITH ALL APPLICABLE BUILDING CODES.
Parking spaces required:
Per Section 6.03 Nufter of parking spaces required (City of Statesville Code of Ordnoncesl
24.
SITE SHALL MEET ALL ACCESSIBILITY REQUIREMENTS OF THE NC BUILDING CODE
Use (Retai)RESTAURANT W/ NO DRIVE THRU! T Spaces per 150 s.f, of total building s.f.
VOL. I-C, DEPT. OF INSURANCE APPROVAL OF CONSTRUCTION PLANS.
5,297 s.f.1 150 - 36 raqurAd spaces
Parking spaces provided:
25.
PROPOSED BUILDING USE DOES HAVE FOOD HANDLING FACILITIES, A GREASE
INTERCEPTOR IS REQUIRED AND HAS BEEN PROVIDED, SEE PLUMBING PLAINS.
TOTAL Parking Spaces Provided (incl. H/C parking) 54
26.
OUTFACE ACREAGE FEES ARE DUE AND PAYABLE BY THE QWNER,
TOTAL Ff/C Parking Provided; 3
27.
PERMITTING OF PRIVATE WATER MAINS 2" AND LARGER IS REQUIRED BY NCDENR,
(All Asphalt areas, including, drives, parking areas & hardcourtsc All concrete walks, hardstands, etc)
THE PERMIT SHALL BE IN THE NAME OF THE OWNER. WATER WILL NOT BE PROVIDED
TO THE PROJECT UNTIL CITY OF STATESVILLE HAS BEEN PROVIDED VERIFICATION OF
Building Lot Coverage
FINAL APPROVAL FROM NCDENR
Total Buildings 5,297 s.f.
28, ALL EXISTING WATER AND SEWER SERVICES NOT USED FOR THIS PROJECT SHALL BE Total Site Area 94,525 s.f.
ABANDONED AT THE CONTRACTORS EXPENSE IN ACCORDANCE WITH CITY OF Total Building Coverage 6 q
STATESVILLE REQUIREMENTS
29. THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA AS DETERMINED
BY FEDERAL EMERGENCY MANAGEMENT AGENCY. THIS PROPERTY IS LOCATED IN ZONE(S) X, Total Impervious coverage
AS SHOWN ON PANEL 4744J, FIRM PANEL NUMBER(S) 3710474400J
COMMUNITY NUMBER 370147, DATED: MARCH 18, 2008
30. NO WETLANDS EXIST ON THIS PROPERTY
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DT INVESTMENTS OF STATESVILLE 4744-74-9678
1793-876 ! STATESVILLE 77 HOTEL
LOT 5 \ `� ASSOC, LLC
I P.B. 45, PG. 128 1653-2113
! ZONED: CU-26 B-4 LOT 6
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EASTSIDE CENTRE P.B. 45, PG. 128
20 0 10 20 40 60 FEET
GRAPHIC SCALE
101,1 SITE GEOMETRY PLAN
SCALE 1" = 20'-0"
New Parking/ Drives and Walks 24,854 s.f.
New Building Addition 5,297 s.f.
Total New BulldinglDrlves/WWalks 30,151 0m
Total Impervious % 32 %
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COMMENCING CONSTRUCTION IN ORDER THAT EXISTING LMUMS
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Project No.
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Date:
28 May 2013

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L.F. -
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ECM -
EXISTING CONCRETE MONUMENT
F/F -
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R/W -
RIGHT OF WAY
P/S -
POINT OF SERVICE
B/M -
BENCH MARK
WIN -
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R/RS-
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F/H -
FIRE HYDRANT
B/B -
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FE5 -
FLARED END SECTION
S/O -
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H/W -
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MINIMUM BUILDING LINE
B/O -
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GV -
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C/L -
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H/C -
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PP -
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TC -
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TIP -
TELEPHONE/ PED.
TP -
TOP OF PAVEMENT
L/P -
LIGHT POLE
TW -
TOP OF WALK
CB -
CATCH BASIN
TCW -
TOP OF CONCRETE WALK
DI -
DROP INLET
TCP -
TOP OF CONCRETE PAD
DIP -
DUCTILE IRON PIPE
TG -
TOP OF GRADE
A -
YARD INLET
FG -
FINISH GRADE
INV -
INVERT
E/P -
EDGE OF PAVEMENT
C/D -
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C&G -
CURB & GUTTER
MH -
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S5 -
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CARP -
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SO -
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RCP -
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JB -
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GC -
GENERAL CONTRACTOR
SC -
SITE CONTRACTOR
PC -
PLUMBING CONTRACTOR
EC -
ELECTRICAL CONTRACTOR
MC -
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EXISTING CONTOUR
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FENCE LINE
UTI LI TY TIE-IN CONNECTI ON POINT
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DIRECTION OF SWALE / FLOW
LEGEND IS FOR REFERENCE ONL V:
SYMBOLS / ABBREVIATIONS
SHOWN DO NOT NECESSARYL Y APPI Y TO THIS PROJECT.
Topographic Survey Provided by. -
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G V Grant & Associates
Kestler Surveying, Inc.
2351 Simonton Road
Statesville, NC 25625
704-872-3136
704-872-0212
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PROVIDE TEMPORARY STORM INLET
SEDIMENT TRAPS AROUND ALL NEW
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201 . 1 SATE _GRADING AND DRAINAGE PLAN
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Project No.
21301
Date:
28 May 2013
Drawing no.
.201.__
NOTE: THIS PLAN ILLUSTRATES NEW AND EXISTING SITE CONDITIONS

(POP
copyright 2013 Hite associates
WATER ENTRY UNIT WITH
TRASH SCREEN
ORIFICE OPENING INSIDE THE HOR12ONTAL
TUBE WITH A CONSTANT HYDRAULIC HEAD
0,000 Cf
OF STORAGE
WATER ENTRY UNIT
TEMPORARY FAIRCLOTH
-------- -- - --
— --- - — ----
----
-- - -------------- - EL. 878,00'
3 _.. - - -_
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DETENTION AREA
. -- ..-,_._.. _....,..-.- _-
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- ... _.__. .... _. ..__-.._.._.... ............_. __...__._..., EL.876.00'
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874.52 TEMPORARYPOOL - _ -
EL 87500
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30505 CRY SDETENTION SECTION
305,4 DRYT DETENTION SECTION
'Lulollls
SEGMENTED PRECAST
nrr u.enin wei i rrr
305,3 OUTLET-OSTRUCTURE PLAN VIEW
305.2
F -
EXISTING TRASH EXIST
" NG TRASH
RACK TO BE REMOVED RACK IT6 BE REMOVED
j AND LOWERED TO
AND LOWERED TO
< ELEVATION AS SHOWN ', ELEVATION AS SHOWN
END VIEW
REMOVE AND RELOCATE EXISTING
TRASH CAGE TO COVER NEW WEIR REMOVE AND RELOCATE EXISTING
OPENING AS REQUIRED. TRASH CAGE TO COVER NEW WEIR
AS OPENING REQUIRED.
E
SAWCUT EXISTING WEIR OPENING Iq -. EXISTING OVERFLOW 878.08` Y EXISTING OVERFLOW 878.06'
TO lI
FULL HEIGHT OF EXISTING
-
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OVERFLOW 877.3T
NEW OVERFLOW 877.37'OL„
SAWCUT EXISTING WEIR OPENING ia t - -- - EXISTING CONCRETE RISER
ir'.; + TO FULL HEIGHT OF EXISTING
STRUCTURE AND TRASH RACK
STRUCTURE AND REMOVE __.... _v
v a
EXISTING CONCRETE RISER
INFILL SOLID EXISTING WEIR OPENING STRUCTURE AND TRASH RACK INFILL SOLID EXISTING WEIR OPENING
TO HEIGHT OF 874.80' ELEVATION — TO HEIGHT OF B74.52' ELEVATION
DOWEL IN i21 - •4 X B" LONG ........... ..... .. _ _. __. - -_ ....-.. - - . DOWEL IN ( ) - 4 X 811LONG
NEW WEIR BARS EACH SIDE, GROUT SOLID
874.52' TEMPORARY HORSESHOE NEW WEIR ELEVATION 874.52' BARS EACH SIDE, GROUT SOLID
TEMPORARY HORSESHOE -----..-- __- r K FT
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ROCK CHECK DAM 4" PVC TEE WITH ROCK CHECK DAM, _____-_
TOP CAP
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----- -_ WATER SURFACE ---------_ - ------ -- --
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END OF PROJECT
4" PVC PIPE
305.2 ---__----------------------
TEMPORARY HORSESHOE
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EL. 877.00'
EL. 876.00'
EL. 875.00'
EL. 874.00'
EL. 873.00'
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Project No.
21301
Date
28 May 2013
Drawing no,
305.2 SECTION -OUTLET STRUCTURE
305.1 SECTION -OUTLET STRUCTURE