SWA000176_Plansheet C-1.1 - Existing Conditions_Survey_20221201

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CON >
147-
\\ \\\ \\\\ CONSTRUCTION LIMITS
(,ONG Sjw _ i --------- 4 J\\\
RIM: 43t1!71
/ RIM. 439.15'- /12" \ \ e e \ \ \
/ RI,INV 433.9 \ `. \
4" CPP INV.• 436.71' D ♦ / \
e \ F
/ \ \ e e \ \
15" RCP INV. 434.30' ♦ � � RCp _ \ � k \
/ �a e e \
e
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/ I / / B \ > \ \
EX ASPH PVMT W/
LATEX SURFACING j `. / / \ \ • `ems ::�` \`y \ \ \��� \
RIM: 438.98'
INV. OF BOX. 1434.3.3'
/ \ 1 ::::::::::::::::::::: / / / // / \ `♦ \ e \ ::;::: e`er\ \ `\ `\ \\ \ �`
I/ X GOAL / e A \ \
e
f�t 711
RIM: 439.61'... 12" RCP INV. 432. �:��AS / , , I 6" RCP INV. 436.35' \ �,� eO 1�/ I � i i l 15" RCP INV.• 432.54' \ � \ \ `.�!/C � `. •.�•�..Oh \ �� `.\ \ \\ \
\ e \ � . .'.'.'.'.'.'.' 110
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RIM: 439.66' \ \ `. \
15" RCP INV.- 431.64' \ \ \ `ems `� ee-F
18" RCP INV.- 431.49'
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e \
e e
1
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RIM: 4 3� � ' \
`e \\ INV. OX: �#32.1
e \\ • \\ `ems\\ e\ \ \ � / / / \ / \ ° \ \ \
INV
\y11 . : e \\ \ RIM: 439.15, \ \
`\8 \ / ' / 18" CP INV 4/9.85'
1,8" R P INV./429.85' \ �1
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< 1 1
r / \
e <
RIM: 438.96'
< I \1 ►� 1%
\ 6" CPP INV.• 437.73 . \%16 \ y
�\ \... tee\ RI 439.5Q
/ O \; �`� `ems INV OX. 42.4.85j/- 0ct
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y III
\ EX G LPOS
11\\ \\ \\ \\ \\ \ ` \ ` \\` \ \ / / \\` / / 1'# \ e >
\ \ e RIM.,439.39' EX 0
24" RCP INV.• 429.23 \ / , f/ /: < FLAGPOLE//
cyF/�'' ` •` \
2 CP 1Nt�,42_91.1.Z `� / � �/ <.. % //
yp `. \ \ \ / /� / fi N // RIM: 438.65'
/�// 18" RCP INV.- 429.82'
,,� 4" RCP INV. 435.97'
.... .. `�� �\ \\Z�.QCp \ % / f<: / //,/rEX SCORE / . . /\\ /
24" RCP INV. 426.42'
�`� PLAY," BOARD / / /i �I I 32" RCP INV. 426.4T
/CLOCK
e.:...........\ \
lez
...............
\ \\ A'510\ EX ASPH PVMT
RIM: 439.01' \\\
15" RCP INV.- 432.76' \ \
\\ \ \\�\ / SON SI' 24" RCP INV. 427.48' \
\ / \' E24" RCP INV.• 427.91' \
�\� \ \ `\ v\ / ji
-' - RIM: 439.09'
6" CPP IN 436.49'
\ \ I ♦ \ v / 15" RCP INV.- 434.20'
15" CPP INV.- 434.89'
1 \ EX 4" CPP INV.- 436.02'
REST ROOM 15" RCP INV.- 434.07'
' BLDG
GRAPHIC SCALE
30 0 15 30 60 120
LEGEND
TO BE REMOVED TO REMAIN
OVERHEAD E ____-- ------ E
ELECTRICAL
UNDERGROUND
ELECTRICAL------UE------------UE-----
FIRE PROTECTION------FP------------FP -----
GAS - - - - - - G - - - - - - ------ G -----
SANITARY SEWER------SS------------SS -----
TELEPHONE - - - - - - T - - - - - - ------ T -----
UNDERGROUND UT-----_------UT-----
TELEPHONE
FIBER OP71C- - - - - - FO - - - - - - ------FO -----
WATER - - - - - - W------ ------ W -----
STORM DRAININDIVIDUALTREE 0
TO BEEREMOVED.
LIGHT POLE LP x� LP
UTILITY POLE PP PP
MANHOLE OMH O MH
CLEAN OUT 0 CO CO
DROP INLET,CATCH BASIN ❑ Dl, CB ❑ DI, CB
FIRE HYDRANT FH FH
WATER VALVE ® WV ® WV
CONSTR./CLEARING LIMITS
PAVEMENT TO BE REMOVED
TO EARTH SUBGRADE
KEY NOTES
OA EX FENCE TO BE REMOVED TO NEAREST POST.
OEX STORM PIPE MAY BE FILLED WITH FLOWABLE FILL AND
ABANDONED IN PLACE IN -LIEU OF FULL REMOVAL AT THE OP71ON
OF THE CONTRACTOR. INLETS SHALL BE REMOVED.
OMODIFY EX DROP INLET INTO BLIND JUNCTION BOX. REMOVE EX
GRATE AND TOP t30-IN OF BOX WALLS AND INSTALL NEW TOP
SLAB BELOW GRADE.
ORELOCATE EX PLAY CLOCK. REFER TO C-2.1 FOR NEW LOCATION.
ADJUST CONDUIT AND INSTALL NEW FOOTINGS TO MATCH EXISTING
DIMENSIONS (ASSUME (2) C-DEEP x 24-DIA FOOTINGS).
EO REMOVE EXISTING GRAVEL PATH TO 8" BFG. BACKFILL WITH TOPSOIL
AND INSTALL NEW SOD.
GENERAL NOTES
1. ALL DEMOLITION AND CONSTRUCTION ACTIVITIES SHALL BE COORDINATED
WITH THE FIELD TURF CONTRACTOR TO ENSURE ACCESS TO THE FIELD
FOR TURF IMPROVEMENTS IS MAINTAINED.
2. ALL EXISTING STRUCTURES AND UTILITIES SHALL BE REMOVED AS
NEEDED TO ALLOW NEW CONSTRUCTION. IN GENERAL, FEATURES
INDICATED IN BOLD ON THIS PLAN SHALL BE REMOVED.
J. ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO
PROVIDE A STRAIGHT AND UNIFORM JOINT FOR NEW PAVEMENT,
SIDEWALK, OR CURB AND GUTTER, ETC. ANY EXISTING PAVEMENT,
SIDEWALK CURB AND GUTTER ETC. THAT MUST BE REMOVED TO ALLOW
NEW CONSTRUCTION SHALL BE REMOVED AND REPAIRED PER THE
SPECIFICATIONS AND DETAILS OR TO MATCH PRE -CONSTRUCTION
CONDITIONS (WHETHER OR NOT SHOWN ON THE DRAWINGS TO BE
REMOVED).
4. ALL UTILITIES OR STRUCTURES NOT INDICATED FOR REMOVAL OR
MODIFICATION ARE TO REMAIN AND BE PROTECTED FROM DAMAGE
5. ALL WASTE MATERIAL GENERATED FROM DEMOLITION ACTIVITIES SHALL
BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH ALL APPLICABLE
RULES AND REGULATIONS
6. EXISTING SITE BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION WAS
TAKEN FROM SURVEY BY LKC, DATED APRIL 2022. THESE PLANS DO
NOT ASSUME ANY LIABILITY FOR ANY EXISTING INFORMATION BOTH
SHOWN AND NOT SHOWN ON THE SURVEY AND ANY CHANGES TO THE
EXISTING CONDITIONS THAT MAY HAVE OCCURRED AFTER THE SURVEY
WAS ISSUED. CONTRACTOR SHALL VERIFY ALL EXISTING SITE
CONDITIONS PRIOR TO CONSTRUCTION.
7. VERIFY ALL ILLUSTRATED UNDERGROUND ELEMENTS/UTILITIES EXERCISE
REASONABLE EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND
ELEMENTS/UTILITIES NOTIFY THE ARCHITECT IMMEDIATELY IF UNKNOWN
ELEMENTS/U77LIlIES ARE DISCOVERED THAT WOULD NECESSITATE
MODIFICATION TO THE PROPOSED DESIGN.
8. CONTACT UTILITY LOCATING SERVICE AT LEAST 48-HRS PRIOR TO
EXCAVATION.
9. PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC AND ALL OF
THE OWNER'S FACILITIES. SHOULD DAMAGES OCCUR, REPAIR
IMMEDIATELY AS DIRECTED BY THE ENGINEER. AREAS TO BE PROTECTED,
REPAIRED AND CLEANED SHALL ALSO INCLUDE ANY STAGING AREAS,
ACCESS ROUTES AND OTHER EXISTING IMPROVEMENTS WITHIN THE
CONSTRUCTION LIMITS THAT ARE TO REMAIN.
10. ALL EXISTING VAULTS, MANHOLES, STORM DRAIN STRUCTURES,
CLEANOUTS, ETC. SHALL BE ADJUSTED AS NEEDED TO MATCH FINISH
GRADE
11. THIS PROJECT LIMITS ARE NOT LOCATED WITHIN SPECIAL FLOOD HAZARD
AREAS AS DETERMINED BY FEMA AND DEPICTED ON FI.R.M. MAP
3710862200J, DATED 10117106.
CL
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DESIG1,%4
CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cary, NC 27518
Phone: [phone]
Fax: [phone]
LA: C-106 PE' C-1595
�.�`��N SCAR''•
625 •
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®� MOORE COUNTY
SCHOOLS
ENGAGE • INSPIRE. SUCCEED
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DESIGNED BY. SJM
DRAWN BY. SJM
DATE: 10113122
CLH PROJECT NO: 22-102A
x. Conditions Et
Demolition Plan
( IN FEET )
1 inch = 30 ft.
C-1.1