NCC222625_Site Plan or Location Map_20220725

DocuSign Envelope ID A29707AB-30024140-AEE3-3F894304BE26
ZP-16-21
SITE PLANS FOR
I EE LJ EE mr t I t cj)l r Mr c) r 1:1)t t I
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VICINITY MAP SOUTHERN 1��-sOO� PINES, SITE DATA TABLE
ST SUBMITTAL: OCTOBER 1, 2021 PROJECT NAME: THE LUXE AT MORGANTON PARK
2NDSUBMITTAL: NOVEMBER 29,2021 OWNER: ROBERT W. & JULIE VANCAMP, TRUSTEES OWNER EMAIL CONTACT: N/A
3RDSUBMITTAL: APRIL 13,2022 ENGINEER: RYAN FISHER, PE ENGINEER EMAIL CONTACT: [e-mail]
4THSUBMITTAL '* MAY 27 2022 PROJECT ADDRESS: S. CARLISLE ST, SOUTHERN PINES, NC LATTITUDE: 3S.179019' LONGITUDE:-79.417444'
5THSUBMITTAL: JUNE 12022 PARCEL ID#: 20190146 & 20130093 PIN :857200SO2304 & 857200405185
DEED BOOK & PAGE: 1589 PG. 80 & 4192 PG. 583 LBCS CODE: 1151, MULTIFAMILY
BUILDING SETBACK FROM SIDEWALK: 10' BUT NO MORE THAN BUILDING HEIGHT: 50' MAXIMUM, DESIGN 45' - 11"
15'
GENERALNOTES LOT SIZE: 7.732 AC DISTURBED AREA: 8.86 AC
7STREET SUMMARY REPORT CURRENT ZONING: PD PARKING PROVIDED: 255 (30 GARAGE SPACES, 225 SURFACE SPACES), MAXIMUM ALLOWED 269
TOWN OF SOUTHERN PINES GENERAL NOTES
1. ALL WATER AND SEWER CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE TOWN OF SOUTHERN PINES DESCRIPTION MATERIAL LENGTH ADA SPACES PROVIDED: 7 REQUIRED: 7
STANDARDS AND SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION. CONTRACTOR SHALL CONTACT THE
CON STRUCTIONINSPECTORATLEAST FORTY-EIGHT[48]HOURSPRIORTOSTART0FCONSTRUCTION.PHONE NUMBER STREETS WATERSHED: LUMBER RECEIVING WATER COURSE: ABERdEEN CREEK TRIBUTARY 1
91"92.1993, CONTRACTOR SHALL ALSO CONTACT THE CONSTRUGTION INSPECTOR BEFORE RESTARTING WORK AFTER
WORK HAS STOPPED.
PAVILCON WkY 2, CONTRACTOR SHALL IMMEDIATELY CONTACT THE TOWN IF THERE IS A CONFLICT BETWEEN THESE PLANS AND THE TOWN 0 STREAM CLASSIFICATION: C RIVER BASIN: LUMBER RIVER
PUBLISHED STANDARDS OF THE TOWN. APPROVAL OF THESE PLANS DOES N 0 T C0NS7ITUTE ANY WAIVER FROM THE
TOWN STANDARDS. PRIVATE ASPHALT 1915 LF HQW: NO FLOOD ZONE: NO, PANEL # 3710847100 & 37108577200 DATED 10/17/2006
3. ALL FIRE HYDRANTS THAT ARE INSTALLED, THAT ARE NOT YET OPERATIONAL, SHALL BE BAGGED. I7 SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO FURNISH AND INSTALL THE REQUIRED MATERIALS AT THEIR COST. CURB AND GLITTER EXISTING IMPERVIOUS AREA: 0 AC
4, CONTRACTORSHALLNOT TAP 0ROTHERWISEPENETRATEEXIS7INGWATER0RSEWERMAIN LINESWIT HOUT PRIOR PROPOSED ON SITE IMPERVIOUS AREA: 3.51 AC, 45.3% PROPOSED OFF -SITE IMPERVIOUS AREA 0.53 AC
APPROVAL FROM NCDENR PUBLIC WATER SUPPLY SECTION AND THE TOWN. CONTRACTOR IS RESPONSIBLE TO AVOID TOWN 0
SPILLAGE OF RAW SEWAGE. CONTRACTOR SHALL PROVIDE ALL SEWER PLUGGING AND PUMPING EQUIPMENT NECESSARY
W TO AVOID SPILLAGE. VIOLATIONS ARE SUBJECT TO FINES AND PENALTIES AND WILL BE ENFORCED TO THE FULL EXTENT PRIVATE CONCRETE 51 Qa LF TOTAL I M PERV IO US AR EA: 4.04 AC
OF THE LAW.
1
5
5, CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF TRAFFIC ON EXISTING ROADWAYS IN ACCORDANCE WITH NCDOT
STANDARD SPECIFICATIONS LATEST EDITION AND TOWN REQUIREMENTS.
6. WATER AND SEWER MAIN CONSTRUCTION SHALL NOT COMMENCE UNTIL INVOLVED ROADWAYS, STORM DRAINS, AN❑
SIDEWALK
TOWN CONCRETE 20 LF
WATERSHED DATA TABLE
INDEX � F SHEETS
UTILITY EASEMENTS HAVE BEEN GRADED AND CONTOURED TO APPROXIMATELY FINAL GRADE. PROPERTY CORNERS OF
WATERSHED:
LUMBER
HOW:
NO
f
Sheet Number Sheet Title
ALL LOTS ARE REQUIRED TO BE STAKED BY A LICENSED SURVEYOR PRIOR TO INSTALLING WATER AND SEWER SERVICE
CONNECTIONS
PRIVATE CONCRETE 2600 LFI
SEWER APPLICATION SUMMARY
7 ONLY THE AMOUNT OF TRENCH THAT CAN BE OPENED, WORKED IN AND THEN
CO.0 COVER
C0,1 LEGEND & NOTES
IMPERVIOUS AREA (AC)
1 YR PEAK DISCHARGE (CFS)
DRAINAGE BASIN 1D
PRE-DEV
POST-DEV
PRE-DEV
POST-DEV
DESCRIPTION
MATERIAL
LENGTH
TOWNIPRIVATE
C2.D SITE PLAN
C3 0 GRADING &DRAINAGE PLAN
C3.1 SCM PLAN
C3.2 SCM DETAILS
a
4,D4Da
2,a04a
a.150a
PIPE
TOTAL
0
4A400
2.00Da
a.15aD
15"
CLASS IV RCP
801.E
PRIVATE
18"
CLASS IV RCP
100.5
PRIVATE
C4.1 UTILITY TABULATION CHARTS
STABILIZED IN A WORK DAY SHALL BE DONE
S0. IF STABILIZATION DOES NDT OCCUR AT THE END DF THE WORK DAY, THEN APPROPRIATE EROSION, SEDIMENT, AND
SAFETY CONTROLS SHALL BE INSTALLED.
DATA
# AN❑TYPE OF UNIT
aL� X TRIPS/DAY
TPD
144 APARTMENTS
3.6E
52i
TOTAL DEMAND
527
TIA REQUIRED
YES
24"
CLASS IV RCP
609
PRIVATE
IMPERVIOUS AREA (ACy
10 YR PEAK DISCHARGE (CFS)
C4.2 FIRE ACCESS PLAN
12, ALL TRANSITIONS IN P[PE MATERIAL SHALL HAVE RESTRAINED JOINTS. ALL RESTRAINEp JOINTS SHALL BE INSPECTED BY
30"
CLASS IV RCP
801.4
PUBLIC
DRAINAGE BASIN ID
PRE-DEV
POST-DEV
PRE-DEV
POST-DEV
THE TOWN'S CONSTRUCTION INSPECTORS PRIOR TO BEING COVERED.
C5.0 EROSION CONTOL PLAN -STAGE 1
13. ALL FIRE HYDRANT LEGS SHALL BE DIP, 8E RESTRAINED WITH THREADED RODS AND HAVE THRUST BLOCKING. ALL FH
C5.1 EROSION CONTOL PLAN - STAGE 2
36"
CLASS V RCP
79.1
PUBLIC
0
4.0400
12.7800
1,2200
LEGS SHALL BE INSPECTED BY THE 7OWN'S CONSTRUCTION INSPECTORS PRIOR 7O BEING COVERED,
C5.2 EROSION CONTROL STAGE 1 DRAINAGE AREAS
14. ALL GRADES FDR ENTRANCES AND FIRE LANES SHALL BE FIELD VERIFIED 8Y THE FfRE DE PT. PRIOR TO AGCEPTANCE,
THE CONTRACTOR 15 RESPONSIBLE FOR COORDINATION WITH TESTING BY THE FIRE DEPARTMENT.
DESCRIPTION
TYPE
QUANTITY
C5.3 POST DEVELOPMENT DRAINAGE AREAS
TOTAL
4.0400
12.7800
1,2200
15. ALL U7ILFLIES SHALL BE ELECTRONICALLY LOCATABLE USING A LOCATING METHOD THAT I GENERALLY ACCEPTED BY
C6.0 STORM PROFILES
OPERATORS IN THE PARTICULAR INDUSTRY DR TRADE IN WHICH THE OPERATOR IS ENGAGED,
.JUNCTION
9
C61 STORM PROFILES
TIA HAS BEEN PERFORMED AND REPORT DATED 04-06-2021 HAS BEEN INCLUDED WITH THIS SUBMITTAL.
TIA WAS PERFORMED FOR 144 APARTMENTS. ONLY 90 APARTMENTS ARE PROPOSED. STORM BOXES INLET 28 C6.2 STORM PROFILES
RISER
IMPERVIOUS AREA (AC) 100 YR PEAK DISCHARGE (CFS) C7.0 SEWER PROFILES
1
WATER APPLICATION SUMMARY SEWER MAIN SUMMARY REPORT DRAINAGE BASIN iD PRE-DEV POST-DEV PRE-DEV POST-DEV C8.0 WATER PROFILES
C8.1 WATER PROFILES
DEMAND FLOW REQUIRED FLOW PROVIDED DESCRIPTION MATERIAL LENGTH TOWN/PRIVATE WATER MAIN SUMMARY REPORT d 4.0400 29.9400 33.0900 C9.0 SITE DETAILS
N DOMESTIC 28 GPM 28 GPM 4.0400 29,940033.0900 09.1 STORM DETAILS
SEWER MAIN DESCRIPTION MATERIAL LENGTH TOWN/PRIVATE TOTAL
PEAK 53 GPM 53 GPM C9,2 UTILITY DETAILS
FIRE 1,500 GPM 1,5E0 GPM BPI SDR 35 PVC 138.8 TOWN WATER MAIN C9.3 EROSION CONTROL DETAILS
SPRINKLER 125 GPM 125 GPM 8" SDR 35 PVC 186.E PRIVATE C900 PVC 1534 TOWN 09.4 EROSION CONTROL DETAILS
POND DATA
ry IRRIGATION 3 GPM 3 GPM DESCRIPTION SIZE QUANTITY C9,5 NCG01 DETAILS
N
TOTAL 1,65E GPM 1,656 GPM POND ID SCM 1: WET POND L-0.0 LANDSCAPE PLAN - KEY SHEET
DESCRIPTION SIZE QUANTITY 21 3 L-1.0 REQUIRED LANDSCAPE PLAN
PLEASE SEE THE ATTACHED WATER MODEL REPORT FOR !DETAILS WATER SERVICES TOP OF DAM ELEV. 436
SEWER SERVICES 6" ] f " 2 L-1.1 REQUIRED LANDSCAPE PLAN
O W N E R 4, 4 81, 1q EMERGENCY SPILLWAY ELEV. NIA
L-1.2 REQUIRED LANDSCAPE PLAN
MANHOLES VALVES L-1.3 LANDSCAPE SCHEDULE & NOTES
431.6200
0 5' 4 fi"
ROBERT W . & JULIE Va n CA M P, TRUSTEES HYDRANTS 4 433,1$00 IR-1.0 IRRIGATION PLAN
10 YEAR WATER SURFACE ELEV.
s IR-1.1 IRRIGATION PLAN
P.O. BOX 1389 PINEHURST, NC 28370 434.0100
100 YEAR WATER SURFACE ELEV. IR-1.2 IRRIGATION PLAN
PREPARED BY
N CIVIL ENGINEER:
:
ROBERT CAUDLE, PE
[e-mail] �[
D E V E L O P E R I O W N E R om000?o°
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TOWN OF SOUTHERN PINES
• o�aoe�loa CONSTRUCTION PLAN APPROVAL Q
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WithersRavenet 4 SQ��r e ALL CONSTRUCTION METHODS AND MATERIALS AND OTHER STANDARDS AND I'�
MORGANTON PARK 1 i LLC e SEAL o e
SPECIFICATIONS SHALL BE IN ACCORDANCE WITH THE TOWN ❑F SOUTHERN PINES F
043137 a STANDARDS AND SPECIFICATIONS AS OUTLINED IN THE MOST CURRENT UNIFIED L
Engineers . Planners F ��
o N E a DEVELOPMENT ORDINANCE (UDO}. IN THE EVENT OF A CONFLICT BETWEEN METHODS, W L
x 639 EXECUTIVE PLACE, SUITE 400 „s9"e� rrlE �� sae
`�° ��edaveovea �•e MATERIALS, STANDARDS AND/OR SPECIFICATIONS IN THE APPROVED PLANS AND THE
w b�fY� r eRT CA n UDO, THE UDO GOVERNS UNLESS A WRITTEN WAIVER IS ISSUED BY THE TOWN
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FAYETTEVI LLE, N C 28305 137 S Wilmington Street Suite 200 Raleigh, NC 27601 j t: 919.469.3340 j license #: F-1479 www.withersravenel.com a°°aaaaenuaa"° °6117/2022 _1 Q C
M ACD3C2DD20514DC . ENGINEER. ANY CHANGE IN APPROVED PLANS MUST BE AUTHORIZED BY PRIOR WRITTEN
[phone] APPROVAL. PUBLIC SANITARY SEWER AND UTILITY EASEMENTS SHALL BE RECORDED W .. � �
g PRIOR TO FINAL ACCEPTANCE AND /OR ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY
APPROVAL OF THESE PLANS IN NO WAY IS MEANT TO RELIEVE THE 0 C
DESIGN PROFESSIONAL OF HIS OR HER RESPONSIBILITY FOR PROJECT THE TOWN. _ 0
DESIGN
0
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