NCC232174_Site Plan or Location Map_20230721

Sheet List Table Construction Drawings
Sheet Number Sheet Title Approvedal By::9/7/22 •„�N'CAR,
Approved By:9,zv`Id�nran c�O.i' Ssi h4
C0.0 COVER SHEET •yr�of
C1.0 EXISTING CONDITIONS AND DEMOLITION PLAN = t4 S
C2.0 SITE PLAN SHOPPES AT COLLINS PARK 4...,N„....,:
F 3opr t)HOLLY SPRINGSC3.0 GRADING AND DRAINAGE PLAN '1' 4.-...Development ServicesC3.1 SPOT GRADING PLAN p W"BP�s�af Approval o!these plans does not relieve developer/owner from
' �"5�,/2022
C3.3 STORM PLAN AND PROFILE CONSTRUCTION DRAWINGS ordinances,radinresponna policies,
y lconseuctir construction
nacuction stace ndards ath town nd
pecifrd moons.
policies,and/or construction standards and specifications.
C3.3 STORM PLAN AND PROFILE Issuance of Plan Approval does not constitute approval to commence
grading and utility insfa/ladon activities ensile.These activities may fake
C4.0 EROSION AND SEDIMENTATION CONTROL PLAN PHASE 1 place only after the required preconstrucfon meeting has been held
and all permIfs Lave teen Issued. o
C4.1 EROSION AND SEDIMENTATION CONTROL PLAN PHASE 2
C5.0 UTILITY PLAN Water Permit*
WQ0040152 ,,E
C5.1 SANITARY SEWER PLAN AND PROFILE Wastewater Permit if: z n,,,
C5.2 WATER MAIN PLAN AND PROFILEReclaim Permit#:N/A F c 3
TOWN JF I-IOLLY SPRINGS av36
L6.0 PLANTING PLAN o c N z°
L6.1 PLANTING DETAILS a v:-� z
C7.0 NOTES AND DETAILS c
WAKE COUNTY NORTH CA R O L I N A Environmental Development Permit o g M V Q
C7.1 NOTES AND DETAILS Permit No. 14-2022 , ="m- _
vJL�J 0
C7.2 NOTES AND DETAILS - m LL P w m
o u o z
�H O L LY Er °z�ZZ
C7.3 NOTES AND DETAILS u, z to In
HOLLY SPRINGS DEVELOPMENT NUMBER: 21-DP-05 ,,,. ...:,,,HOLLY
\__,� SPRINGS C7.4 NOTES AND DETAILS - z W W
O O O
C7.5 NOTES AND DETAILS � �m �F F E
C7.6 NOTES AND DETAILS Engineering °d' 2
21-0247A LIGHTING PLAN .•.� e ? a, • O O O.a Y �/ = Approval of these plans noes not relieve developerlowner hom responsibllltn otconsiremon V R 12 h
1{ • h f," In accordance wlm Town Board approvals ordinances.policies,andlor construction IY K
.� . � tty C.( Iandards antl specfiwbons Issuance of Plan Approval does not constitute approval to Vi W W Et W
A j T •M4�} enlY alter.,reCOMMence grading Welty
ea./Ines anzto These all per.. lake Place = Z W O O
Y ppy nrve been Issued. P ring nas been held and all Perm G O O W W
�.. , ` /I {ice ' meeting 9/7/22 2 w w w
,.� J' ist,s s / ,*f rea.a Engineering Data s z
.v/ , i wow"
Environmental Development Permit for the following PIanApprovals:
F
.'.�. a v, { Preen 9 N N N N
.t:I 1 \O G�, / , X Land Disturbance Permit-Erosion Control Plan Approval 0 N N N N
DEVELOPER: LANDSCAPE ARCHITECT: i' 1 -\" , )�Sto mvPleinbo mt-Sto mvwtit-rloApproval w w N ry ry ry
UNIFIED DEVELOPMENT GROUP,LLC TIMMONS GROUP ,.akas r 4 Flood wamhe olopmngtondn ions: dplam Development Plan Approval r
_-.,N V� f110- 1 • ' As noted with the following conditions: U O ti
9133 FAWN HILL COURT 5410 TRINITY ROAD,STE 102 �,, 2
RALEIGH,NC 27617 RALEIGH, NC 27607 f SABLE DATE
( _ ; 14.7. PIN 0648959537
VISH PANJWANI JON BLASCO ;era rt`�/ ati ~ '. m 05/09/2022
l ` _�, �t - 7a SITE ADDRESS 100 COLLINS CROSSING RD o
[e-mail] [e-mail] ' • ,q > DRAWN BY
r � <., f SITE AREA 4.14 AC
ENGINEER: SURVEYOR: M ." USE SUMMARY INTEGRATED CENTER 332
I �N.- �r]�; DESIGNED BY
7 * I. /' sa^t ZONING CB-COMMUNITY BUSINESS •
TIMMONS GROUP ROBINSON&PLANTE - Y s • R.WINGATE
} s. t , SETBACK/YARDS SUMMARY-NO ABUTTING RESIDENTIAL USES
5410 TRINITY ROAD,STE 102 970 TRINITY ROAD r MINIMUM FRONT YARD 50'-THOROUGHFARE(RALPH STEPHENS RD) 111,
CHECKED BY
RALEIGH,NC 27607 RALEIGH, NC 27607
10'ALONG PERIMETER OF DEVELOPMENT • R.BAKER
ROBERT WINGATE STUART PLANTE III 1 S4 5'BETWEEN LOTS WITHIN SAME INTEGRATED CENTER
a` MINIMUM SIDE YARD 10'ALONG PROPERTY LINE SHARED WITH SOUTHERN
[e-mail] [e-mail] s CROSSROADS(PERCOLLINSPARKMASTERPLAN) •
l'rs -� I 10'ALONG PERIMETER OF DEVELOPMENT
„ - MINIMUM REAR YARD 5'BETWEEN LOTS WITHIN SAME INTEGRATED CENTER •
�
ARCHITECT: BUILDING HEIGHT SUMMARY
ARCHITECTURE,INC. MIN./MAX.REQUIRED 25'MIN./55'MAX. •
1902 CAMPUS COMMONS DRIVE,STE 101 VICINITY MAP PROPOSEDHEIGHT(S) BBUILDING A:30.00'
UILDING B:30.00'
RESTON,VA 20191
CARL SHAW,JR. SCALE: 1" = 5001 ONSITE PARKING SUMMARY - OM ".
MINIMUM REQUIRED INTEGRATED CENTERS `
[e-mail] VEHICULAR PARKING 4 SPACES PER 1000 SF OF GROSS LEASABLE AREA
SPACES: 103 S0/CE=IN SPACES -g
UDING
TOTAL PROVIDED 103 SPACES(INCLUDING 5 ADA SPACES) s
VEHICULAR PARKING 137%OF MINIMUM REQUIRED WHICH REQUIRES A a,
UNIFIED DEVELOPMENT GROUP LLC SPACES: WAIVER OF BICYCLE RACKSKT PARKING REQUIREMENTS
MINIMUM REQUIRED Z
D ,,,
0NOTES: BICYCLE PARKING TWO(2) 8
1. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF HOLLY SPRINGS DESIGN AND _ SPACES: g
CONSTRUCTION STANDARDS. TOTAL PROVIDED BICYCLE TWELVE(12)BICYCLE SPACES U E.
2. CONSTRUCTION DRAWING APPROVAL IS REQUIRED PRIOR TO BEGINNING CONSTRUCTION. PARKING SPACES:
DEVELOPMENT FEES(ACREAGE,FEE-IN-LIEU OF ASSESSMENT AND INSPECTION FEES AND DEVELOPER SANITARY SEWER FLOW SUMMARY U)
OTHERS AS REQUIRED MAY BE APPLICABLE)ARE DUE BEFORE CONSTRUCTION DRAWING
APPROVAL. RESTAURANT(300 SEATS)=300*40 GPD=12,000 GPD Ce Z Z
3. ESTIMATED SEWER FLOWS SHOWN ARE BASED ON ASSUMED TENANT MIX AT TIME OF PROPOSED SEWER FLOW COMMERCIAL(8585 SF)=8585*0.13 GPD=1,116 GPD �'
SUBMITTAL. Q ^/ ^/^/ TOTAL=13,116 GPD . O'
4. PLAN IS SUBJECT TO REVISIONS DURING CONSTRUCTION DRAWING APPROVAL PROCESS. 0 5/0.J/LOLL IMPERVIOUS AREA 2.06 ACRES;89,800 SF �1 Z W "
" 5. PROPERTY IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD.NO TITLE (02J = LU
3 EXAMINATION HAS BEEN DONE BY TIMMONS GROUP. DISTURBED AREA 3.17 ACRES O O
6. PROPERTY IS IN ZONE X,NOT IN A SPECIAL FLOOD HAZARD AREA BY FEMA FIRM MAP NO. U
5 3720065800J AND 3720064800J PANELS 0658 AND 0648 LAST REVISED ON MAY 2,2006. CONDITIONS OF APPROVAL: UNIFIED DEVELOPMENT ORDINANCE WAIVER(S)/ ( ) Y
' 7. WETLANDS,POND AND 50'NEUSE RIPARIAN BUFFER TAKEN FROM PLANS BY ALTERNATE COMPLIANCE REQUESTS: INFRASTRUCTURE QUANTITY TABLE v ¢ Ce o
STEWART-PROCTOR ENGINEERING AND SURVEYING ENTITLED"CONSTRUCTION PLANS FOR 1. THIS PROJECT IS REQUIRED TO MEET TOWN'S NPDES PHASE II POST CONSTRUCTION STORMWATER ORDINANCE. fin LU a
COLLINS PARK"DATED 2-27-17 AND LAST REVISED ON 11-21-18. 2. ALL PREVIOUS CONDITIONS OF APPROVAL FOR THE COLLINS PARK MASTER PLAN SHALL APPLY TO THIS DEVELOPMENT 21-WAV-08:UDO SECTION 7.04 E.1 REQUIRED LINEAR FOOTAGE OF PUBLIC SIDEWALK XXX LF
ai 8. NO N.C.G.S.SURVEY MONUMENT FOUND WITHIN 2000'OF SUBJECT PROPERTY SURVEYED. PLAN EXCEPT FOR ANY CONDITION THAT DESCRIBES A FEE-IN-LIEU TO BE PAID SHALL NOW COMPLY WITH THE CURRENT OFF-STREET PARKING TO INCREASE THE n
LINEAR FOOTAGE OF PRIVATE SIDEWALKS XXX LF C7 Q ;'o
Ri 9. VERTICAL CONTROL ESTABLISHED FROM SEWER ASBUILT INFORMATION TAKEN FROM PLANS AMOUNTS DUE PURSUANT TO THE TOWN'S CURRENT ANNUAL BUDGET OR ANY UNEXPIRED DEVELOPMENT AGREEMENT. MINIMUM REQUIRED PARKING BY 37%(75 Z U a rc
o
v. BY STEWART-PROCTOR ENGINEERING ENTITLED"CONSTRUCTION PLANS FOR COLLINS PARK" 3. PER THE APPROVED COLLINS PARK MASTER PLAN THE FOLLOWING WAS REQUIRED.IF THE MASTER PLAN DEVELOPER SPACES REQUIRED AND 103 SPACES LINEAR FOOTAGE OF FIRE LANE 380 LF ce 2 2
AND DATED 2-27-17 AND LAST REVISED ON 11-21-18.HORIZONTAL AND VERTICAL CONTROL DOES NOT COMPLY WITH THE CONDITIONS OF PLAN APPROVAL,AND THESE ITEMS ARE STILL OUTSTANDING AND NOT Il
ESTABLISHED FROM THESE PLANS ARE BASED OFF OF NCGS MONUMENTS"HOLLY SPRINGS" SUBSTANTIALLY COMPLETED,CONSTRUCTION DRAWING APPROVAL AND/OR SUBDIVISION PLAT APPROVAL FOR THIS PROPOSED) NUMBER OF STORMWATER CONTROL MEASURES(SCM's) 1 to a
AND"HILLSPRING"(NAD 83)VERTICAL DATUM BASED ON NCGS MONUMENT"HOLLY SPRINGS" DEVELOPMENT PLAN,AND ALL SUBSEQUENT DEVELOPMENT PLANS ASSOCIATED WITH THE COLLINS PARK MASTER 21-WAV-16:UDO SECTION 7.05 G OFF-STREET ITEM SIZE QUANTITY LLJ ;,F
- Z NAVD 88 AS SHOWN ON SURVEY BY FREELAND AND ASSOCIATES,INC.ENTITLED PLAN,WILL BE DELAYED. /1 J a ( ) LOADING REGULATIONS TO REDUCE 61N 31 LF I� O a
"TOPOGRAPHIC SURVEY FOR LOWES HOME CENTERS,INC."AND DATED 3-18-08 AND LAST a. THE REQUIRED IMPROVEMENTS ALONG NC-55 AS APPROVED WITH THE MASTER PLAN, LOADING ZONE SIZE FROM 12'BY 55'TO ^ =
REVISED ON 5-07-08. INCLUDING THE SOUTHBOUND,EXCLUSIVE RIGHT TURN LANE AT THE INTERSECTION OF NC-55/RALPH 12'BY 25'BECAUSE OFF-STREET LOADING LINEAR FOOTAGE OF PUBLIC WATERMAIN(BY SIZE) 8 IN 12 LF I..L LL a
5 STEPHENS RD. WILL NOT INVOLVE THE USE OF 12 IN 350 LF O Z rc=
a b. THE REQUIRED STREET LIGHTING INSTALLATION ALONG THE PROPERTY FRONTAGE ON RALPH SEMI-TRACTOR COMBINATIONS OR OTHER o �' m 3
STEPHENS RD.AS PART OF THE APPROVED ROAD WIDENING IMPROVEMENTS IN VEHICLES IN EXCESS OF TWENTY-FIVE 6 IN 188 LF = O o d
H ACCORDANCE WITH TOWN AND NCDOT REQUIREMENTS. LINEAR FOOTAGE OF PRIVATE WATER(BY SIZE)
(25)FEET IN LENGTH 2 IN 203 LF ~
4. THE FOLLOWING MUST BE ADDRESSED PRIOR TO OR WITH THE FIRST CONSTRUCTION DRAWING SUBMITTAL:
TIMMONS GROUP a. ALL ITEMS LISTED ON THE STORMWATER SUBMITTAL CHECKLIST,FORM#16003 21-ALT-03: UDO SECTION 7.01 Q ALTERNATE LINEAR FOOTAGE OF PUBLIC SEWERMAIN(BY SIZE) 8 IN 70 LF FS
b. INVOICED FEES FROM SPECIAL STUDY THIRD PARTY REVIEW MUST BE PAID. LANDSCAPE PLAN LINEAR FOOTAGE OF PRIVATE SEWER(BY SIZE
b Project.Shoppes at Collins Park Project No.:44937 5. THE FOLLOWING MUST BE ADDRESSED PRIOR TO CONSTRUCTION DRAWING APPROVAL AND/OR ISSUANCE OF A LAND ) 4 IN 352 LF os
U e 3
d Calculated By:Sol Moore Date:06/04/2020 DISTURBANCE PERMIT: LINEAR FOOTAGE OF PUBLIC STORM SEWER(BY SIZE) N/AX
" Checked By:Rick Baker,PE a. THE SEWER PERMIT UPDATE FOR THE COLLINS PARK MASTER PLAN MUST BE APPROVED. 151E 338 LF
3 b. ANY OFF-SITE SEWER FACILITIES NEEDED TO SERVE THIS PROJECT MUST BE COMPLETED BY THE DEVELOPER AND m`o
o ACCEPTED BY THE TOWN.THE TOWN IS NOT RESPONSIBLE FOR COMPLETION OF OFFSITE SEWER FACILITIES,AND LINEAR FOOTAGE OF PRIVATE STORM SEWER(BY SIZE) 18 IN 199 LFX :S
F Wastewater Flow Rate Worksheet WILL NOT GUARANTEE COMPLETION OF SUCH FACILITIES BY ANY OTHER PARTY. 24 IN 113 LF m"
E. c. APPROVAL OF STORMWATER MANAGEMENT PLAN IS REQUIRED
Number of Flow Rate Total Total Peaking
�8
.z, d. PAYMENT OF THE STORMWATER FEE-IN-LIEU NUMBER OF WATER METERS FOR DOMESTIC(BY SIZE) 2 IN 2
Items Units (GPD) (GPD) (GPM) Factor Total(GPM) e. ALL ENVIRONMENTAL PERMITS MUST BE OBTAINED FOR THE ENTIRE PROJECT.
o ® r r ]2,000 �_- f. STORMWATER SURETIES ARE REQUIRED ON THIS PROJECT.A PERFORMANCE SURETY IN THE FORM OF A BOND, NUMBER OF WATER METERS FOR IRRIGATION(BY SIZE) 1 IN 1 g ri
di
t°` 13 • - _ �EM�-- LETTER OF CREDIT OR CASH IS REQUIRED IN THE AMOUNT OF 125%ESTIMATED CONSTRUCTION COST OF THE Y5 n
E 1` ®�®� STORMWATER BMP PRIOR TO THE PRECONSTRUCTION MEETING AND A MAINTENANCE SURETY IN THE FORM OF A JOB NO.
o \ CASH ESCROW ACCOUNT IN THE AMOUNT OF 35%THE ACTUAL CONSTRUCTION COST OF THE BMP IS REQUIRED AT PRELIMINARY-NOT RELEASED FOR CONSTRUCTION s
E GPD-Gallons Per„Day GPM-Gallons Per Minute THE END OF THE PERFORMANCE MONITORING PERIOD FOR THE PROJECT. PLAN IS SUBJECT TO REVISIONS DURING THE 44937 =e
KNOW WHAT'S BELOW. Flow Rate Data-From 15A NCAC,02T.0114(01/01[2009)Pages11.12 6. A DEED OF EASEMENT IS REQUIRED TO BE EXECUTED FOR VEHICULAR&PEDESTRIAN ACCESS BETWEEN THE CONSTRUCTION DRAWING APPROVAL PROCESS "
Peaking Factor from town of Holly-Springs Engineering Design and Construction Standards,Sec.7.,Pg.5. PROPERTY OWNERS AT THE TIME OF PLAT. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF HOLLY SHEET NO
M CALL 811 BEFORE YOU DIG. SPRINGS,NCDEQ AND NCDOT STANDARDS,SPECIFICATIONS,AND DETAILS CO,O &m
w 0 E
L