NCC241166_Site Plan or Location Map_20240416

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GREENSBORO GENERAL NOTES: ""NN
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Site Development Plans \\�N
1. THE U.S.ARMY CORPS OF ENGINEERS AND THE N.C. DIVISION OF WATER QUALITY REGULATE WETLANDS AND WATERS OF THE 0 a N
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UNITED STATES THROUGH THE CORPS PERMIT AND 4SI STATE WATER QUALITY CERTIFICATION PROCESS.THE CITY COO10
ENCOURAGES THE PROTECTION AND ENHANCEMENT OF WETLANDS AND SURFACE WATERS TO PROMOTE IMPROVED WATER QUALITY
AND WATER QUANTITY MANAGEMENT,AS WELL AS FISH AND WILDLIFE BIOTA AND HABITAT PRESERVATION,AND OTHER BENEFITS TO
LOCAL COMPREHENSIVE WATERSHED MANAGEMENT. SITE DESIGNERS/DEVELOPERS ARE RESPONSIBLE FOR OBTAINING ALL fo r
APPLICABLE LOCAL, STATE,AND FEDERAL PERMITS/CERTIFICATIONS/APPROVALS AS NECESSARY FOR PROPOSED SITE DEVELOPMENT
ACTIVITIES. CONTACTS: US ARMY CORPS OF ENGINEERS, RALEIGH REGULATORY FIELD OFFICE AT 919-554-4884 AND NC DIVISION
OF ENVIRONMENTAL QUALITY,WINSTON-SALEM REGIONAL OFFICE AT 336-776-9800,WWW.ENR.STATE.NC.US.
2. IN GENERAL, ENCROACHMENT INTO A FEMA-REGULATED FLOODWAY IS NOT PERMITTED UNLESS THE DEVELOPER PERFORMS A FEMA Mibk
NO-RISE CERTIFICATION AND/OR CONDITIONAL LETTER OF MAP REVISION APPLICATION AND RECEIVES APPROVAL FROM THE CITY
(LOCAL FLOODPLAIN ADMINISTRATOR)AND FEMA REGION 4(ATLANTA,GA)AND NATIONAL(WASHINGTON, DC)OFFICIALS. QUESTIONS
REGARDING DEVELOPMENT PROCEDURES WITHIN FEMA DESIGNATED FLOODPLAINS MAY BE DIRECTED TO THE CITY'S STORM WATER
SERVICES DIVISION. N N
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3. IF PROPOSING TO USE EXISTING ON-SITE OR OFF-SITE CONTROLS, PROVIDE INFORMATION TO DEMONSTRATE THAT THE CONTROLSCHASE 1.11P N N,,
HAVE BEEN APPROVED BY THE CITY AND CAN CONTINUE TO MEET QUANTITY/QUALITY CONTROL REQUIREMENTS. Z H
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4. THIS MAY BE DONE IN LIEU OF SUBMITTING FULL CONSTRUCTION DESIGN, DETAILS,AND CALCULATIONS FOR SUBDIVISION PLANS a 0 0
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ONLY.(NOTE ON PLAN: NO GRADING PERMIT WILL BE ISSUED FOR A LOT, NOR CAN RECORDATION OF ANY LOT OCCUR,UNTIL THE 0 o o.M
CONSTRUCTION DRAWINGS HAVE BEEN APPROVED FOR THE STORMWATER CONTROL(S)THAT HANDLE RUNOFF FROM THAT LOT.) SITE w c>o w w
PLANS MUST INCLUDE CONSTRUCTION PLANS FOR REVIEW AND APPROVAL. 0
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5. THE PROPOSED DEVELOPMENT COMPLIES WITH THE OUTDOOR LIGHTING STANDARDS OF THE LAND DEVELOPMENT ORDINANCE, `/A'' ....
INCLUDING COMPLIANCE WITH THE LIGHT TRESPASS REQUIREMENT OF SECTION 30-9-6.6. 1610 I'\i e . • Ga rd e n Road 8 8 8 8
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6. LANDINGS OUTSIDE ALL DOORS SHALL BE SIZED PER THE NORTH CAROLINA BUILDING CODE(NCBC),BE AT THE SAME ELEVATION w w w w
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DIAGONAL.AS THE FE AND HAVE A MAXIMUM 2%SLOPE IN ANY DIRECTION, INCLUDING IN THE DIAGONAL. G r e e n s o ro, I\iorth CCarolina N N N N
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7. THE SLOPES IN THE HC PARKING SPACE/ACCESS AISLE AREA SHALL NOV EXCEED 2% IN ANY DIRECTION, INCLUDING IN THE
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N. THERE SHALL BE LEVEL TURNING AREAS(MAX 2%SLOPE IN ANY DIRECTION INCLUDING IN THE DIAGONAL)ON ALL SIDEWALKS
WHERE AN INTERSECTING SIDEWALK CONNECTS WITH IT.
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9. THERE SHALL BE NO DESIGNATED PEDESTRIAN ROUTES SIDEWALKS WITHIN THE SITE, EXCEPT WHERE LABELLED AS A RAMP AND 4. n :
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PROVIDED WITH RAILS,WHICH EXCEED A 5%SLOPE IN THE DIRECTION OF TRAVEL AND A 2%CROSS-SLOPE
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10. ALL PEDESTRIAN ROUTES >5% (1:20), IF ANY,ARE LABELED AS 'RAMPS' SHOWING SLOPES, LEVEL LANDINGS AT TOP AND BOTTOM / _¢N W ?.1:LL
(MAX 2%SLOPE IN ANY DIRECTION INCLUDING IN THE DIAGONAL), RAILINGS/GUARDRAILS,AND SHALL COMPLY WITH NCBC". SHOW \ l/ SADDLECRE, ODLAND 7:. •w�01 �:Q
ABOVE INFORMATION ON THE PLAN. E� s»°son swe HILLS '*?t- Q-\
11 ALL STAIRS
BOTTOMAN
D A SHALLH E SLIGHTLY
COMPLY SLOPED
LANDINGS
MAX 2%SLOPE IN ANY DIRECTION INCLUDING IN THE DIAGONAL)AT THE r ,,��d4q..... YJ\```
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12. ALL RETAINING WALLS>4' REQUIRE A BUILDING PERMIT FROM BUILDING INSPECTIONS. ® SI -'Bry>t al�_ ........................
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13. STAIRS/STEPS WITH LESS THAN A 12"ELEVATION CHANGE SHALL COMPLY WITH NCB 1003.5. 88 (� Great s moose - rr....„. i__ _ �.po. 514. ANY STRUCTURE TO BE REMOVED SHALL REQUIRE A DEMOLITION PERMIT FROM BUILDING INSPECTIONS. Lowes Foods on - FRIENDL 2a %%
New Garden Road® -ETDMcAlisters Del: '�CQir
15. EXTERIOR EXIT DISCHARGE ILLUMINATION/LIGHTING SHALL BE REQUIRED FROM ALL EXIT DOORS TO THE PUBLIC WAY IN = t 3��
COMPLIANCE WITH NCBC 1006. F E DLV LAKES , r '�';I
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16. NO OVERHEAD POWER LINES EXIST WITHIN THE PROPERTY LIMITS OR LESS THAN 10' OUTSIDE THE PROPERTY LIMITS. / �� Trampoline Park WES ,,0� C••.0\;��,,
IMUD NOTE: 1! "
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School. Hoes,ea'-�
" "ass a�d1 / `____, DESIGNED BY:
THE PROPERTY MUST BE DEVELOPED WITH COMMON DRIVEWAYS AND OFF-STREET PARKING AND BE SUBJECT TO A MASTER/COMMON DRAWN BY:
MAP PROVIDED BY DOODLE MAPS
SIGN PLAN, COMMON LANDSCAPING PLAN AND A TREE CONSERVATION PLAN. IF THE PROPERTY CEASE TO CONFORM TO THE REVIEWED BY:
DEFINITION OF AN IMUD,THE PROPERTY WILL THEN BE IN VIOLATION OF THIS ORDINANCE AND MUST BE RETROFITTED WITH VICINITY MAP C
PLL USA,
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CONVENTIONAL PARKING AND LANDSCAPING,EVEN IF DOING SO REQUIRES THE REMOVAL OF PREVIOUSLY INSTALLED IMPROVEMENTS. 1"=2,000' DO DOG INC.C.10 USA, PLLC
IVE DRIVE
ZONING CONDITIONS: SUITE 201
1. NO EXTERIOR BUILDING WALLS SHALL HAVE EXPOSED(WHETHER PAINTED OR UNPAINTED) CONCRETE CINDER BLOCK (THROUGH 757-908 2372 23320
ARCHITECTURAL CONCRETE BLOCK PRODUCTS SHALL BE PERMITTED),VINYL SIDING,OR WOOD BOARD SIDING. WWW.DSGINCORPORATED.COM
2. NO USE OF THE PROPERTY SHALL ALLOW FOR ANY OUTSIDE STORAGE, HOWEVER,A LANDSCAPE GARDEN CENTER SHALL BE
PERMITTED.
3. NO SEXUALLY-ORIENTED BUSINESS WILL BE PERMITTED.
4. FREE STANDING SIGNS SHALL BE LIMITED TO:
A. 2 PYLON SIGNS WHOSE HEIGHT SHALL NOT EXCEED 30 FEET EACH. LJ �/
B. MONUMENT SIGNS WHOSE HEIGHT SHALL NOT EXCEED 6 FEET EACH. SHEET INDEX E5. NO PYLON SIGN AT BRYAN BOULEVARD RAMP OR SOUTHERN PORTION OF PROPERTY. _
SHEET DESCRIPTION SHEET DESCRIPTION IMO m
CV-1.0 CITY OF GREENSBORO COVER SHEET CC-6.0 GRADING AND DRAINAGE PLAN x
ADEQUATE PUBLIC FACILITIES CV-1.1 COVER SHEET AND SHEET INDEX CC-6.1 MISCELLANEOUS NOTES&DETAILS
STORM WATER MANAGEMENT IMPACTS. - ALTA/NSPA LAND TITLE SURVEY CG-6.2 MISCELLANEOUS NOTES&DETAILS W
THE PROPOSED BANK DEVELOPMENT IS PART OF AN INTERGRATED MULTIPLE USE DEVELOPMENT(IMUD).THE REGIONAL BMP WAS
1 DESIGNED FOR LOT 4 TO HAVE A BUILD UPON AREA OF 1.07 ACRES OF IMPERVIOUS AREA.THE PROPOSED DEVELOPMENT CONSISTS CE-3.0 EROSION&SEDIMENT CONTROL AND DEMOLITION PLAN LP-7.0 LANDSCAPE PLAN 111
OF 0.74 ACRES OF IMPERVIOUS AREA.THEREFORE NO ADDITIONAL STORMWATER MANAGEMENT IS REQUIRED. CE-3.1 MISCELLANEOUS NOTES&DETAILS LP-7.1 IRRIGATION PLAN
WATER SERVICE: CE-3.2 MISCELLANEOUS NOTES&DETAILS LP-7.2 IRRIGATION DETAILS
BASED ON AWWA WATER METER CALCUALTIONS,THE PROPOSED BANK'S WATER DEMAND IS THE FOLLOWING: -
COMBINED FIXTURE UNITS =45.2 CE-3.3 MISCELLANEOUS NOTES&DETAILS LP-7.3 IRRIGATION DETAILS o
- TOTAL PEAK DEMAND=41.6 GPM -
= PROPOSED WATER METER = 1"WATER METER CL-4.0 LAYOUT&PAVEMENT MARKING PLAN E1.0 ELECTRICAL SITE PLAN
FIRE SERVICE: CL-4.1 MISCELLANEOUS NOTES&DETAILS TC-8.0 TEMPORARY TRAFFIC CONTROL NOTES& DETAILS ,2 r^
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SPRINKLER SYSTEM: NO CL-4.2 MISCELLANEOUS NOTES&DETAILS DA-9.0 EXISTING DRAINAGE AREA MAP Y 0 C)
REQUIRED ISO FIRE FLOW: 1,500 GPM _ o N
SANITARY SEWER SERVICE: AS-100 DUMPSTER ENCLOSURE DA-9.1 PROPOSED DRAINAGE AREA MAP Q
'_ BASED ON SIX (6) EMPLOYEES SANITARY SEWER FLOW CALCULATIONS,THE PROPOSED BANK SHALL GENERATE THE FOLLOWING FLOWS: CU-5.0 UTILITY PLAN m
- AVG GPD= 25GAL X 6 = 150 GPD (8 HOUR SHIFT) w X
CU-5.1 MISCELLANEOUS NOTES&DETAILS
AVG GPM = 18.75 GPM ( N LV
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SITE INFORMATION SITE TABULATIONS 0 z
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OWNER: EDBARKO GROUP 1610, L.L.C. ADJACENT ZONING: NORTH PUBLIC RIGHT OF WAY(NEW GARDEN ROAD) W
3031 PLEASANT RIDGE ROAD SOUTH PUBLIC RIGHT OF WAY(JOSEPH M BRYAN BOULEVARD) EXISTING CONDITIONS: PROPOSED CONDITIONS: 0 W
SUMMERFIELD, NC 27358 ITEM: AREA(SQ. FT.) %USE ITEM: AREA(SQ. FT.) % USE Q =
EAST CD-C-M,COMMERCIAL DISTRICT 0 N
- DEVELOPER: JP MORGAN CHASE BANK,N.A. WEST CD-C-M, COMMERCIAL DISTRICT IMPERVIOUS IMPERVIOUS
BUILDING 0,000.00 0.0% BUILDING 3,333.23 6.6% CC ozi
10 S DEARBORN STREET, 15TH FLOOR EXISTING LAND USE: THE AFFECTED PROPERTY CURRENTLY VACANT PAVEMENT 21.7% PAVEMENT 58.0%
CHICAGO, IL 60603 10,892.12 29,075.15
PROPOSED LAND USE: BANK WITH A DRIVE-THROUGH ATM AND PARKING LOT MISC 0.00 0.0% MISC 0.00 0.0% Z 1_ a
CONTACT: MR. FREDDY RENAZCO SOIL TYPE: WEB SOIL SURVEY INDICATES ENON FINE SANDY LOAM AND MECKLENBURG SANDY CLAY LOAM SOILS. 10,892.12 SQ.FT. 21.7% 32,408.38 SQ.FT. 64.6% W W o
SUB-TOTAL SUB-TOTAL
PHONE:[phone] 0 10 W ix.;
- EMAIL: FREDDY.RENAZCOBBDGLLP.COM FLOOD INFORMATION: THE PROPERTY SHOWN APPEARS TO FALL WITHIN FLOOD ZONE(S) Tr,ACCORDING TO EEM.A.'S PERVIOUS PERVIOUS 0 CC w N
- DESIGNER: DSG INC. USA, PLLC FLOOD INSURANCE RATE MAP (F.I.R.M.) FOR THE CITY OF GREENSBORO, NORTH CAROLINA. MAP OPEN SPACE 39,274.92 78.3% OPEN SPACE 17,758.69 35.4%
NUMBER 3710784600J, MAP REVISED: 6/18/2007. TOTAL 50,167.07 SQ.FT. 100.0% TOTAL 50,167.07 SQ.FT. 100.0% Q N z az
1210 PROGRESSIVE DRIVE,SUITE 201 w 0 ( < °o
CHESAPEAKE,VIRGINIA 23320 BUILDING HEIGHT: 22 FEET(1 STORY BUILDING) BUILDING SETBACKS: s rr
CONTACT: MR. ELMER F.TOLLE STREET FRONT 15' SIDE(EAST) 0'(5' IF PROVIDED) z> w W In'
PHONE: [phone] PARCEL AREA: 50,167.07 SQ. FT. OR 1.15 ACRES + / F Z N
SIDE 0' (5' IF PROVIDED) SIDE(WEST) 0' (5' IF PROVIDED) w W w Z
EMAIL: ETOLLEBDSGVA.COM DISTURBED AREA(ON-SITE): 33,080.97 SQ. FT. OR 0.76 ACRES + w Q o e
LANDSCAPE BUFFERS: c' N Z 5 -w
LOCATION: THE PROPERTY AFFECTED IS LOCATED AT 1610 DISTURBED AREA(OFF-SITE): 1,179.41 SQ. FT.OR 0.02 ACRES± (J mce
NEW GARDEN ROAD,GREENSBORO,NC WATERSHED: GREENSBORO WATERSHED III FRONT 10' SIDE(EAST) 5' a o_ ,-0
CURRENT ZONING: CD-C-M L.
REAR 5' SIDE(WEST) 5'
OVERLAY DISTRICT: N/A PARKING REQUIREMENTS: �\ / /�1 0
_ PARCEL#: 218582 HANDICAP SPACES 2/2 REQ./PRO. PARKING SPACES 12/29 REQ./PRO.
_ PIN # 7846127423 MOTORCYCLE SPACES 0/0 REQ./PRO. BICYCLE SPACES 0/9 REQ./PRO. V
SHEET NUMBER