NCC231312_Site Plan or Location Map_20230505

INDEX OF SHEETS: KS—BANK ��,-'/1-�/-���, �T rt,-r 11 SITE DATA:
<�/ j�. =� ��A���i���,= �� I (9 BANK INC.
I ✓ < 920 7TH AVE.GARNER,NC 27529
SHEET 1 — EXISTING CONDITIONS PLAN /�. �� ��d ,' c9'9""-26°°
( -9 -' I.
I
SITE ADDRESS: 920 7TH AVE.
SHEET 2 DEMOLITION PLAN PHASE 1 Tq TOTAL SITE ACREAGE: PARENT TRACT:2.503 AC(LOT 1 0.949 AC-LOT 2 1.555 AC)
9 '-p •. ,//�\ PIN:1711 12 5845(PARENT TRACT)
SHEET 3 — DEMOLITION PLAN — PHASE 2 "R0 k
�� ilk li E ���� 11����: RMD:03 PG (9ARENT TRACT)' '�� li-O, ♦ _�/ BM: 01 PG 189 DB RACT)PC.408
SHEET 4 — SITE PLAN ►�� � �I ...I �.m,am aama �G�N �• PROECT TRACT AFIER BI'�'"'a 4,,J1!s.aaa AC(LOT,OILY)
I^ ZONING: CR
\tiltlipktr.,:ib, .a®- -'_ _a_. PROPOSED USE: BANK
SHEET 5 — UTILITY PLAN p �� a0 �� =S�S� EXIS NG DSE:B"NK
�� 1 BUILDING SETBACKS
SHEET 6 — GRADING AND STORMWA TER PLAN ��/.lr414;60:701 Al, ,,,‘,"!�� �����:� ���� �: R ART oA"°ORA SPRINGS RD: 35'
.C•1.�� , . �W _ .� j0 - SIDES:D'
SHEET 7 — INITIAL CLEARING AND GRUBBING PLAN
.. I •...` �.\ ar Ry �'; DISTURBED AREA:0.60 AC PHASE 1(LOT 1) 0.93 AC PHASE 2(LOT 2)
SHEET 8 — EROSION /'•O CONTROL T l']OL PLAN A A/ ,�ro *, ` ® / IMPERVIOUS SURFACE AREA CALCULATIONS AC)
l.+ /V /C L /V ������•,,,,,,,, '�, • ,'��' EXISTING MEXISGNG OTAL PERVISITE AREA:WS SURFACE AREA51 SF EXT(2.50 NC BUILDING): 4,430.80 SF(0.102 AC)
f����
SHEET 9 — PRE—DEVELOPMENT DRAINAGE AREA MAP WI 11$`WC 1 —. �. ... C� EXISTING IMPERVIOUS SURFACE AREA(Ex.CONC,ASPHALT&GRAVEL): 39,885.70 SF(0.951 AC)
L ,'����` TOTAL EXISTING IMPERVIOUS SURFACE AREA: 44,316.30 SF(1.017 AC)
EXISTING IMPERVIOUS AREA RA 40.88%
SHEET 10 — POST DEVELOPMENT DRAINAGE AREA MAP ���j�iGr����������lr►
O fRS. :s:��■e, '.v\ PROPOSED NEW LOT 1 SITE AREA:41.318 SF(0.949 AC)
SHEET 11 — LANDSCAPE PLAN 411110411111
•'l'�. ■,,,",'Il mu I I /4,�°, ow���.0 �,�� w'>7',. PROPOSED IMPERVIOUS AREA LOT 1-BUILDING:T1- ONCR SE(0.083 AC)
'■ . ^ITC .„ �-�.� `�N PROPOSED IMPERVIOUS SURFACE AREA LOT 1-CONCRETE&ASPHALT: 17.330 SF(0.40 AC)
lll�, •�,•, Mr J I C /440 s TOTAL PROPOSED IMPERVIOUS SURFACE AREA-LOT 1: 20,056 SF(0.46 AC)
SHEET/EET 12 EROSION CONTROL
O A l T O/ DETAILS ."""f�: _ 6® l '=`'�y 1 �. \ PROPOSED IMPERVIOUS AREA S-LOT 1: 48.545
F7 / l.i l V FC L PROPOSED NEW LOT 2 SITE AREA:67,721 SF(1.555 AC)
z —
�` UTILITY
/ FOR STORMWATER CALCULATIONS(SCM GONG)-ASSUME TOTAL FUTURE 0.85 AC IMPERVIOUS
SHEET 1✓ J l TE / LJ TI L I T Y DETAILS ;��,��,,,,� ®,� G &N.E-R ,� ASSUMED FUTURE IMPERVIOUS AREA%-LOT 2: 54.88%
SHEET A-501 — FRONT AND REAR ELEVATIONS s" �� As�� II;
SHEET A—5 02 — LEFT AND RIGHT ELEVATIONS �� 011 jj� e''� ��.,, ' y PARKING REQUIREMENTS:
/,� ,w, PARKING CALLS:
S'P ri'n OFFICE USE
SHEET SL— 1 0 1— LIGHTING PLAN �11111�, ���1j�� 1� , 1 TOTAL:AL PER SF GUA.2726 SF�3D0_(9.09),D SPACES
10 SPACES REQUIRED
p` 12 SPACES PROVIDED
`,,,/. 4 ' H/C SPACES REQUIRED: 1(VAN ACCESSIBLE)
SHEETSL—201— LIGHTING/� DETAILS ®� *tab. �������� �� H/C SPACES PROVIDED: 1(VAN ACCESSIBLE)
SHEET SL—L 0 — LIGHTI'•G DETAIL) I)J I ` • Pee.,,/'''�•11i�, F � , PPARKING SPACES TO BE 9'x ARKING LOT TO BE PRIVATE.18'UNLESS OTHERWISE MARKED
.--�I er -a 't f 4 l , IOW"R� e, 1 -‘r' 1st , PAVEMENT SECTION FOR ALL AREAS OTHER THAN PARKING STALLS TO BE 8'ABC&2'59.5A
1 1 1, T A .<. lllilXX1�111 PAVEMENT SECTION FOR STRIPED PARKING STALLS TO BE 6'ABC&2'59.5A
NM.,RI a,.rea anortmrvaea,e a'ITO::sn ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.
VICINITY MAP f 0 1 400 80D 1 1 `1800ft ,o makes 24'CURB&GUTTER TO BE USED ON SITE.(UNLESS LABELED OTHERWISE).
N em e„a,an mlK,:,e,,E,,
I reNOT megsareq:,I,,rorin,:,1,.n O,,posas. SANITARY.09GPD
SEWER FLOW:
ene are NOT dela 20, :5.a.01,1a morromme 0.09 GPD x 2726 SF 246 GALLONS PER DAY
1 Toth equals 800 feat are pond.la the eara mere,nn<use.w na inre,Areleoon
TRASH SERVICE TO BE ROLL OUT CANISTERS. SEE PLANS FOR ENCLOSURE LOCATION
BUILDING WILL NOT BE SPRINKLED
SITE IS NOT WITHIN FEMA 100 YEAR FLOOD PLAIN.
SITE DOES NOT CONTAIN ANY WETLAND AREAS
SITE DOES NOT CONTAIN ANY NEUSE OR CAPE FEAR RIVER BUFFER AREAS
ALL WORT(AND MATERIALS SHALL CONFORM TO THE TOWN OF GARNER
DESIGN AND CONSTRUCTION STANDARDS
I WATER AND SEWER CONSTRUCTION PER DIE CITY OF RAIETGH
PUBLIC UTILITY DEPT.DESIGN AND CONSTRUCTION STANDARDS
,4
CONSTRUCTION DRAWING APPROVAL/5 REQUIRED BEFORE CONSIRUCTMN
OF THIS PROJECT GIE BEGIN.ALSO.ALL DEICLOPMENT FRS
ACREAGE FEE-IN-LIEU OFONSE5UCTION AND INSPECTION FEES)
ARE DUE PRIOR TD FINK CONSTRUCTION DRAWING APPROVAL
CONTRACTOR SHALL VERIFY THE ABOVE AND BELOW GROUND LOCATION
OF ALL EXISTING UTILITIES PRIOR TO NE START OF CONSTRUCTION
EROSION AND SEDIMENT CONTROL CONTRACTOR wn1 THE APPROPRMTE THE RELOCATION AND/OR AAUUTHHOR"ITY
CONTRTACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS PRIOR
Tt , I 10 THE START OF CONSTRUCTION
APPROVED PLAN
DATE
PERMIT NO. S-
Wake County Environmental Services PUBLIC IMPROVEMENT QUANTITIES:
Sedimentation&Erosion Control
1 T NUMBER OFPHASE NUMBER(S)LOT(S) 2
919-856-7400
L.F. SANITARY SEWER 0
o KP L.F. 6" DIP WATER LINE 81
ENVIRONMENTAL CONSULTANT SIGNATURE
awn' /
ATTENTION CONTRACTORS: 929SE IV EN TH AVENUE/
\J UE SEWER TAPS
WATER TAPS 1
THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OF WATER,
SEWER, AND/OR L AS APPROVED IN THESE PLANS, IS RESPONSIBLE FOR G �j //a ER IV 0 /� f�Q Q CA /,'0 �f D /v Q 2 /52
CONTACTING THE PUBLIC UALIT/ES DEPARTMENT AT(919)996-45*0 /dill /— �Y/J/ ff//��✓ fff/ //--f�// /— //// //��Jf Public Street (LF) 0
AT LEAST TWENTY FOUR HOURS PRIOR TO BEGINNING ANY OF THEIR CONSTRUCT/ON. 9 u Public Sidewalk (LF) removed 653
FAILURE TO NOTIFY BOTH CITY DEPARTMENTS/N ADVANCE OF BEGINNING lam/ Public Sidewalk (LF) replaced/added 648
CONSTRUCTION, WILL RESULT IN THE ISSUANCE OF MONETARY FINES, N , 7 , , e , 2 e ,) 4 5
AND REQUIRE REINSTALLATION OF ANY WATER OR SEWER FACILITIES
NOT INSPECTED AS A RESULT OF THIS NOTIFICATION FAILURE. CURB/GUTTER (LF) removed 653 _
FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM PLUG,
RNER pROJECT L SP �2 CURB/GUTTER (LF) replaced/added 648
HAVE PERMITTED PLANS ON THE ,IOBSRE, OR ANY OTHER VIOLATION
OF CITY OF RALEIGH STANDARDS WILL RESULT IN A FINE AND0/ I
POSSIBLE EXCLUSION FROM FUTURE WORK IN THE CITY OF RAU£GH,
PLAN IN N u NI T TA L� 02/0 4/22 # SCM'S
ALL CONSTRUCTION SHALL BE IN NOTE:
CONTACT19- 4ENGINEERINGen DEPARTMENT gAT
a
ACCORDANCE WITH TOWN OF GARNER, 919-773-4458 OR eng-InapectioneOgamemc.gov
CITY OF RALEIGH, AND/OR TO SCHEDULE A PRE CONSTRUCTION UTILITY NOTES:
MEETING PRIOR TO OBTAINING BUILDING
NCDOT STANDARDS AND PERMITS FOR THIS PLAN -138 LF NEW 1" CU WATER SERVICE.
SPECIFICATIONS AS APPLICABLE "'"" -29 LF NEW 4" PVC SANITARY SEWER SERVICE.
,o�LN CARD( '., 1 NEW 1" WATER METER
.. oF'ESS�0Z.71 2 NEW SS CLEANOUT
/-- SEAL 9' 1 NEW RP
SITE IS NOT WITHIN A FEMA FLOOD AREA .a 19793 r: E 1 NEW FIRE HYDRANT
BASED UPON FEMA MAP •3720171100J DATED OS 02 2006 4f)4/..
� ) ��`vi BUILDING WILL NOT BE SPRINKLERED
L'�j�M,\y,.. d/ISANITARY SEWER FLOW:
:,re,'.;1,4 `!'N 0.09 GPD x 2726 SF = 246 GPD
/3./Lz,
PRELIMINARY PLANS
FOR REVIEW ONLY
14' 1 ALL WORK, MATERIALS, PLACEMENT , AND INSTALLATION SHALL
BE AS PER THE STANDARDS AND SPECIFICATIONS OF THE
TOWN OF GARNER. CONTRACTOR TO OBTAIN COPIES.
ALL
MATERIALS, INSTALLATION, AND PLACEMENT OF ALL UTILITIES SHALL
OWNER: REVISIONS: BE AS PER THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT
KS BANK, INC. PLAN PREPARATION DATE NO. DATE DESCRIPTION BY
SIDS. AND SPECS. CONTRACTOR TO OBTAIN COPY.
C-0343 920 7TH /17/2022 1 8/5/22 1ST REVIEW COMMENTS MTH/RLM CONTRACTOR TO VERIFY THE LOCATION (ABOVE AND BELOW GROUND) OF
AVE..
THOMPSON and ASSOCIATES, P.A. 2 9/30/22 2NDST REVIEW COMMENTS MTH/RLM ALL EXISTING UTILITIES. THIS LOCATION SHALL BE DONE PRIOR TO
1149 EXECUTIVE CIRCLE GARNER, NC 27529CONSTRUCTION. IF REQUIRED, DUE TO CONFLICTS, THE CONTRACTOR
SUITE D UNIT 2 3 SHALL COORDINATE THE RELOCATION OF ANY UTILITIES WITH THE
CARY, NC 27511 (919) '773-2640 4 APPROPRIATE AUTHORITIES.
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