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DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8
<br />SITE BENCHMARK
<br />MANHOLE RIM
<br />ELEV=�616.25
<br />RIM =616, 25
<br />IN= 608,50 (SE)
<br />OUT =60390 CS W)
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<br />EXISTING 15 -25% SLOPES
<br />0.1
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<br />0.1
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<br />0.1 0.1
<br />0.1
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<br />_ 0.1 � � \ \�
<br />" "" -„ NEW 20' WATERLINE
<br />o .1�o� 0.
<br />g � � EASEMENT (TYP,) °A
<br />CTILE IRO
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<br />/ •• V E
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<br />0.1
<br />0.1
<br />0.1
<br />0.1
<br />0.2
<br />0.1
<br />0.1
<br />EXISTING
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<br />EW FIRE DEPARTMEN -f 0.1
<br />YP,) FROM PU`1�P R ❑C�f"� ` 0.1 ,
<br />0.1
<br />5� �s •co ` S'"lot
<br />8 „VALVE 0
<br />j� LIMITS `/ �••��•0 ��' ' M . °g2 e 4 EW 2�0' WATERLINE F` 0.1e
<br />/ 6''S •• * *•.. 9.'�'a ••., ASEMENT (T'YP,) ,oL\ 0.1 0.l
<br />DISTURB /� SSMH #1 cam/ o. _
<br />RIM ELEV 616,0 �'' M ,8 �.g••,,,,, 2.0 0.8 0.1
<br />INV IN: 612,10 �' 1 %� ° M6` �n /�• •,,,a' .� 0.3
<br />!,. 8'
<br />INV OUT: 611,90 �.1 M '''i6�$.,,, o.a
<br />J L a- r 0.1 0.l 7 �'\ `/ / SSMH #2 8 x- 25.1 EDU , �.9•• ..
<br />• 0.2 •, •,•�,g.• 0.
<br />RIM ELEV: 624,3 ALVE . M g ' • ., , , °
<br />/ ,` RIM604,05 3� '/C INV bql 617,30 �' a L •p 2
<br />O i _ IN= 604,05 o
<br />4 M6 g ..
<br />;` OUT =603,91 CNw ° C4.1 ��y . INV OUT 617,01®
<br />5
<br />O r.
<br />EW 20' WATERLINE o.2 ••••.., 0.1
<br />NEW 8" WATER VALVE '/ ; co o o. 43 6.1 y
<br />V T � / EASEMENT (TYP,) �1 : o:
<br />/ 1"'8 <r .,v - P ❑ST IND V 0 % 43.9
<br />oo IN= /co �, A T�1 0 n 4 �`�
<br />6
<br /><o a 0 - '0 <; >' ' 0.2 D CTILE IRON SANITARY SEWER2 SERVICE' CO o
<br />: � p o. 3 iCL �.s t a 181GUM �I_IMITS OF
<br />o� 44� 1; :i DISTURBANC
<br />.
<br />0 6. :: j 0 29'PORLAR
<br />2" COPPER DOMESTIC WATER SERVIC 0.2 �.9 = �':� 24'GUM 0.1
<br />0
<br />DUCTILE IR ❑N
<br />: li fr'• •.7
<br />RIM = 612.30 P / c h 0.1 0.1 / 5 FIRE ZE R V I C E P3'UOA POP AR
<br />IN= 600,18 (NE) S 7 - �4 �o. WITH 6" RPDA i 0.1
<br />OUT = 600,08 ) P` / / � LIMITS ❑F - o 5.3
<br />1 / I I 4.3 r....7 23' UM
<br />8 "x8 "x8" TE H NEW DISTURBANCE a 5.8
<br />3r'PaPLAR
<br />/ \ 0.1 �� 31/2 WATER
<br />/ 8" VALV CUT & SLEEVE �� 1 4.8 ::::': °12r 23'0.1
<br />METER WITH 2 5 3 :.:.� 0;1
<br />/
<br />17'T/-7A/F- WADI EXIST 8" MAIN, `� ' TRAP o lip I RPZ + HOT B09 r•:•: :1 040AK 0.1
<br />® 18,84 NEW WILDING o.4 : d :. i
<br />/ C❑❑RDI TE TIE -IN WITH r '613,74 (NW) 0.1 0; :•;
<br />/ TOWN F HILLSBOROUGH =_ _ 0.2 2 22,400 SF 1.3 r..•
<br />/ / \ 0 2 F.F.E. 626 �' : ®:1k
<br />/ / /I 1.0
<br />So BUFFER NEW 8" WATER VALVE o 0.0 0 C4.1 0.4 0.3 o d.; ��:;:..:..7 0.1 6
<br />/ \f o ° 0.5 6 VALVE IRE HYDRANT C4.1
<br />0. 0;
<br />0.3 b t
<br />/ 1 e 0.1
<br />0.2 /0.1 ��' :�I e20'GUM 0.1
<br />CHj<<ER ���
<br />C': I al p Qs yr.: cr;2 ::� 8 "x6" REDUCER
<br />•
<br />CP- / l
<br />A 0.1 05 0.1 199,
<br />SENI ❑R CENTER /
<br />ADDITI ❑N
<br />/ \ F.F.E. = 619,09 3
<br />cp
<br />50' BUFFER /
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<br />900.
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<br />°� \ 50' BUFFER \ �'
<br />° 00. �.
<br />\ ®% /
<br />0
<br />0 0� \
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<br />♦ °'b
<br />008 30C
<br />o 1
<br />50' BUFFER \
<br />I
<br />UTILITIES PLAN LEGEND
<br />PROPER T Y L INE
<br />UTILITY POLE
<br />YARD INLET /CATCH BASIN
<br />FIRE HYDRANT
<br />CLEAN -OUT
<br />SANITARY SEWER MANHOLE
<br />ROOF DRAIN
<br />TEL EPHONE PEDES TA
<br />WA TER VAL VE
<br />GUY WIRE
<br />ELECTRIC METER
<br />IRRIGA TION VALVE
<br />BOLLARD
<br />FIRE DEP T, CONNEC TIEN
<br />WATER METER
<br />OVERHEAD ELECTRIC
<br />UNDERGROUND TELEPHONE
<br />UNDERGROUND FIBER OP TICS
<br />CONCRETE TRANSFORMER PAD
<br />ROOF (OVERHANG) LINE
<br />UNDERGROUND GAS LINE
<br />TREEL INE
<br />GAS METER
<br />WATER LINE
<br />SANITARY SEWER LINE
<br />- STORM DRAINAGE LINE
<br />DITCH LINE
<br />LIGHT POLE
<br />PROPOSED
<br />co
<br />0
<br />0
<br />NOTES:
<br />1. ALL UTILITIES TO THE
<br />ADDITI ❑N WILL BE CONNECTED
<br />TO THE THE EXISTING BUILDING
<br />SERVICES.
<br />2. ALL AREAS TO RECEIVE NEW
<br />PAVEMENT SHALL HAVE THE
<br />EXISTING UTILITIES RAISED OR
<br />LOWERED TO BE FLUSH WITH
<br />THE FINISHED GRADE.
<br />3. ALL NEW WORK TO CONFORM
<br />TO THE LATEST TOWN OF
<br />HILLSB ❑R ❑UGH SPECIFICATI ❑NS,
<br />STANDARDS, AND DETAILS,
<br />JVF►LG: i = L+u -u
<br />40 20 0 40 80
<br />222 cloister court
<br />chapel hill, nc 27514
<br />919.401.8586
<br />www.cra - ae.com
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<br />no. revisions
<br />1
<br />ADDENDUM #1
<br />07/20/17
<br />ADDENDUM #2
<br />07/26/17
<br />TRC RESUBMITTAL
<br />10/4/17
<br />4
<br />TRC SUBMITTAL
<br />11/20/17
<br />5
<br />NCD ❑T COMMENTS
<br />01/12/18
<br />6
<br />REVISI ❑NS FROM
<br />P2 & P3 - WATER
<br />& SEWER 2/20/18
<br />drawn
<br />checked
<br />ETS
<br />MLH
<br />ENLARGED UTILITY
<br />PLAN
<br />sheet
<br />C4mO
<br />date project no.
<br />12/15/2017 1613
<br />
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