NCC230982_Site Plan or Location Map_20230405

DocuSign Envelope ID: E9C7E2EB-BF88-4CB9-B3B2-5C12997CA2A3
ST l00%
LEGEND CHAR * 06 " " •
SYMBOLS ORSANDER
SASPHALT (PROFILE) 9TTLITY C[INSTR11C110N
BOTTOM OF BANK (TOE) — . — . — . — — •
BRIGDE '�E W ER
BUILDING
CHECK DAM STD. 6.83 ► ►
CONCRETE (PROFILE) CHARLOTTE , NORTH CAROLINA
CREEK, DITCH OR BRANCH —��--
CURB & GUTTER
EDGE OF ROADWAY -------------
EXISTING ARE HYDRANT 'a WATER DISTRIBUTION SYSTEM IMPROVEMENTS
EXIST. WATER OR SAN. SEWER EASEMENT PUE
EXISTING IRON PIN 0
EXISTING WATER VALVE >< NO .
EXISTING WATER MAIN wC R �L ® TTE TER �PR ® JECT CPM - 20 - 20 - 064 - 01 APPLICATION FOR PERMIT FOR WATER MAIN EXTENSION
EXISTING � SANITARY SEWER —SS89-00.00"W ll� L 1 ll� JLll� PROJECT NAME: WT HARRIS/PLOTT ROAD WATER MAIN PROJECT: PL7031230007
26.8C
EXIST. SAN. SEWER MANHOLE STRUCTURE WT HARRIS / "P[jLOTT ROAD
WATER
PROJECT -6
PL 7031230007 CLTWater PROJECT NO.: CPM-20-20-064-01
EXISTING GAS MAIN 0 MAIN
EXISTING GAS SERVICE cs PHASE � s �A 0 + 0 ® � ® � ® + 3 � PROJECT DESCRIPTION: CONSTRUCTION OF 21,000 LF OF 36" WATER TRANSMISSION MAIN WITH ASSOCIATED
FENCE (LABEL TYPE) X WOOD FITTINGS,VALVES,APPURTENANCES,AND INTERCONNECTIONS
GAS VALVE
GRAVEL (PROFILE)
GROUND PROFILE DESIGNED BY: FIRM: WSP USA
GUARD RAIL Q ENGINEER: DUDLEY C . SMITH III
MARSH, POND, WETLAND OR LAKE --`` PHASE 1 ALIGNMENT ( STA 0 + 0 0 TO 7 0 + 3 8 ) ADDRESS: WSP USA, 1001 MOREHEAD SQUARE DRIVE SUITE 610, CHARLOTTE, NC 28203
OVERHEAD ELECTRIC OE
�� PHONE: [phone]
PIERS X
1� � THIS APPLICATION IS MADE UNDER AND IN FULL ACCORD WITH THE PROVISIONS OF CHAPTER 130A-317 OF THE
POWER POLE/GUY WIRE �EITHER/ OR �� NORTH CAROLINA GENERAL STATUTES,AND SUCH OTHER STATUTES AS RELATED TO PUBLIC WATER SYSTEMS.
�O %�/ CLTWater HAS BEEN GRANTED AUTHORITY TO ISSUE PERMITS FOR EXTENSION OF WATER MAINS PURSUANT TO
PROPERTY LINE — — 7/�� 15A NCAC 18C.1801. THE APPLICANT AGREES THAT NO SIGNIFICANT CHANGE OR DEVIATION FROM THE PLANS
PROPOSED AIR RELEASE t P OP. WATERL NE AND SPECIFICATIONS APPROVED BY CLTWater WILL BE MADE WITHOUT THE WRITTEN CONSENT AND APPROVAL
OF CLTWater OR ITS AUTHORIZED REPRESENTATIVE. A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE
PROPOSED FIRE HYDRANT �O STATE OF NORTH CAROLINA SHALL SUBMIT A STATEMENT REFLECTING THAT ADEQUATE OBSERVATIONS DURING
1+00 AND UPON COMPLETION OF CONSTRUCTION INDICATES THAT CONSTRUCTION WAS COMPLETED IN ACCORDANCE
PROPOSED WATER MAIN (MARKED EVERY 100') LAJ WITH APPROVED PLANS AND SPECIFICATIONS.
PROP. WATER OR SAN. SEWER EASEMENT — — _
S EET 5 SHEE 6 122-034
PROP. WATER OR SAN. SEWER TAP r H EET 3 SHEET 7 V PERMIT NO.
(/� n sg dev: 3/2/2022
SHEET 3 5+0o SHEET g APPROVED: �5•U4'a�oD 8LWtsuti DATE
PROP. WATER VALVE ►/ 40+00
1 + 0 20+00 45+00 50+00 JOSEPH C WILSON, PE,CHIEF ENGINEER
N89 00'00"E
PROPOSED � SANITARY SEWER o +00 .'ttel4e!!!!��d
I
26.80' N 5100 BROOKSHIRE BLVD. ��'
PROP. SAN. SEWER MANHOLE STRUCTURE • E W T HA R C S B L D L E WI L R O R TH b`* CA a '%
CHARLOTTE, NORTH CAROLINA 28216 'a '�`•e •,,, :(�s �rdr
0+0
RIP — RAP
SCALE • 1 " = 5 0 = 4. °`� P+•'�
ROAD/STREET R/W ' pr•
24691
SEDIMENT FENCE (SILT FENCE) STD. 6.62 p 4 vy
SIDEWALK Sw PHASE 2 ALIGNMENT ( STA 0 + 33 TO 66 + 50 ) r-� : . ••••�•••''��'�,'
� VICINITY MAP °` `�r
STREET SIGN (LABEL TYPE) c�� �
c� ��9jfr�lCsa�""�0�
STORM DRAIN/CATCH BASIN, YARD AND DROP INLET— ___ __ ____= T .� S+� ``` NOT TO SCALE y Digitally signed by Smith,Dudley
S Smith, Dudley (Dshmith�dcSmith,Dudley(smithdc),
TEMPORARY CONSTRUCTION EASEMENT e SHEE EE 1,3 �7 (Smlthde) emal=[e-mail]
TEMPORARY SEDIMENT TRAP STD. 6.60 SH EET 6 END WATERLINE Date:2022.02.09 11:46:49-OS'00'
TEMPORARY DIVERSION STD. 6.20 TD TD TD— _ SL `'` ��� LAZA RD
TEMPORARY STREAM CROSSING STD. 6.70 �T� ARR�S B vD
TOP OF BANK (TOB) 0+00 E v v T SHEET 15 \ �
TOWER LINE of �\ C \
TREE & BUSH � vV o
UNDERGROUND CABLE JC RS PROP. WATERLINE CLT WATER REVIEW
UNDERGROUND ELECTRIC UE P v V " ' � 2/24/2022
C A L E : 1 = 5 0 0 ;U----------- -------------------
UNDERGROUND TELEPHONE UT UT UT 3/1/2022
_f --------------------------------
RAILROAD s P WATER METER HA S E 3 ALIGNMENT ( STA 6 6 + 5 0 TO 14 0 + 3 0 -------------------------------------
❑
NOTE:LINE WEIGHTS ARE NOT DELINEATED HERE.THEY ARE CONTROLLED THROUGH CLTWater PLOTSTYLE. J
�O
�i x°o APPROVAL SEAL
0
HE ET 19 SH o
Y c 80+o0 +0 EET 20 CU
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_ f T 2 SHEET =
DESIGN COMPANY: PROP. WATERLINE S'`°° �r '�o,� : 's 24691 i
r • a
e
p� °�°° EET 24 SHEET 2 �+°° °��� �,,I�E�`r'•',
PLANS PREPARED BY: WSP USA INC. SHEET 22 T 13° Smith, Dudley (DsNithllysignh,DudlNl&)1C' J;
� _ l 1�5+00 �. 0 Digitallysignedt>! lrt ro' y �!
ADDRESS: 1001 MOREHEAD SQUARE DR SUITE 610 20+00 125 00 m (smithdC) emalChipSmih@wspcom��""4°
PHONE: [phone] Cn Date
N.C.P.E.
DATE DESIGN COMPLETED: Q
SCALE : 1 = 5 O O R° SUMMARY OF WATER MAINS & FIRE HYDRANTS
SURVEY COMPANY: �
w
SURVEYED BY: AVIOIMAGE AND STEWART SIZE LENGTH SIZE LENGTH
ADDRESS: CHARLOTTE, NC
r 36" 7,005 LF 6" 5 LF
PHONE: - S Ra 30" 17 LF
DATE SURVEY COMPLETED: OCTOBER-DECEMBER 2020 8" 14 LF
CONTRACTOR:
m� �v TOTAL N0. OF FIRE HYDRANTS: 1
CONSTRUCTED BY: SANDERS UTILITY CONSTRUCTION TOTAL NO. LOTS SERVED: -
B.R.S, INC. A JOINT VENTURE z� I E PROJECT NAME:
ADDRESS: 6801 BROOKSHIRE BLVD. WT HARRIS/PLOTT RD WATER MAIN PROJECT PHASE 1
PHONE: [phone]
JOB NO: CPM-20-20-064-01
INSPECTOR: - CONSTRUCTION SHALL BE IN ACCORDANCE WITH DATE OF ACTIVATION:
INSIDE CHARLOTTE: (AES ( ) NO: CHARLOTTE WATER STANDARD SPECIFICATIONS. DATE AS BUILT: BY:
TOPO NO: -
A CITY OF CHARLOTTE DEPARTMENT