HomeMy WebLinkAboutUtility Plan 0319240j 0z W ��j - Oj 12" DIP WATER LINE- Oj - Oj oj
MH-1 S034 I
RIM:289.49-11
T287.24 8" (E)
GENERAL NOTES:
O 1.)
ALL CONSTRUCTION AND MATERIALS TO MEET OR EXCEED LITTLE ROCK SPECIFICATIONS
2)
ALL SEWER GRAVITY MAINS SHALL BE SDR-26 PVC, UNLESS OTHERWISE SHOWN ON PLAN.
J.)
ALL WATER MAINS SHALL BE DUCTILE IRON PIPE UNLESS OTHERWISE SHOWN ON PLAN.
4.)
ATTENT70N IS CALLED TO WATER, SEWER, AND STREET LAYOUT FOR ADD177ONAL INFORMA7ON.
BASELINE ROAD (ARK, HWY 338 ---- --
- - _. _ 5.)
- 6.)
AITENDON IS CALLED TO CONS7RUC770N DETAILS FOR ADDITIONAL INFORMATION.
ALL U77LI77ES TO BE LOCATED PRIOR TO CONSTRUC7ION (ONE CALL, CITY, UTILITY OWNER, ETC.
PRINCIPAL ARTERIAL MSP 110'
--- L
RAW)
7.)
MINIMUM HORIZONTAL SEPARATION BETWEEN WATERLINES AND SEWERLINES SHALL BE 10.
1%2" WATER METER ---
--- - 8.)
MINIMUM VERTICAL SEPARATION BETWEEN WATERLINES AND SEWERLINES SHALL BE 18" (WATER ON TOP).
MH-1S032
RIM:284.59
W RPZ AS PER �
- _ _
9.)
CONTRACTOR TO ADHERE TO CURRENT OSHA EXCAVATION &TRENCH SAFETY REGULATIONS.
INV /N:27765 8" (W)
CAW SPEC/F/CAITONS �n
- - - -- - -- - -.--__ _
70.)
BACKFILL MATERIAL FOR STREET CROSSINGS SHALL BE ACCORDING TO LITTLE ROCK STREET DEPT SPECS
,,.
INV OUT27763 8
AND COMPACTED TO 98% M.P. UNLESS OTHERWISE APPROVED /N WRITING BY THE ENGINEER AND UTILITY OWNER.
-
•'"' '' 11.)
THE APPROXIMATE LOCATION OF KNOWN SURFACE AND SUBSURFACE STRUCTURES, PIPES, POWER
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GAS, PHONE, ETC. ARE SHOWN ON THE DESIGN DRAWINGS THE CONTRACTOR SHALL BE RESPONSIBLE
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FOR DETERMINING THE EXACT LOCA77ON OF THE AFOREMENTIONED ITEMS, SHOWN AND NOT SHOWN.
- -
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LITRE ROCK MASTER SPECIFICA77ONS APPLY.
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UGE d, E UGE !+ E UGE UGE
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l� TWO-WAY (TYP)
TWO-WAY (7YP) SEWER CLEANOUT
SEWER CLEANOUT AS PER LRWR
AS PER LRWR i 263' - 2ws
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= w AS PER LRWR c Ct°t - 1
m m ELECTRIC OUTLET
(TRANSFORMER PANELS FOR FOOD
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ENTERGY
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r UGE
EXISTING POWER
POLE DROP
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PRIMARY
TO TRANFORMER
PAD
30n
2000 GALLON
GREASE TRAP IIII
SAMPLE PORT
,,AS PER LRWR SPECS.
�5 TRUCKS POWER.
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12 UNIT
BUSINESS
WAREHOUSE
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UGE
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RV STORAGE
12 UNIT
BUSINESS
WAREHOUSE
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RV STORAGE
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SEWER CLEAN(
AS PER LRWR
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CTRIC METERS
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MH-IS031
R/M:280.56
INV /11 8" (W)
INV OUT274.80 8" (E)
LL LriL/ YL
OHE- OHE
OVERHEAD ELECTRIC
- FO - FO - FO
- FIBER OPTIC
ss
PRPOSED SANITARY SEWER SERVICE LINE
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EX. SEWER MAIN
ws
PROPOSED WATER SERVICE
EX. WATER LINE
w
STORM DRAIN
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PROPOSED UNDERGROUND ELECTRIC SERVICE
- UGE uGE
- PROPOSED UNDERGROUND ELECTRIC LINE
cs
PROPOSED GAS SERVICE
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EX. GAS LINE
SQ EX. SEWER MANHOLE
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GATE VALVE
® FES
O 4" TWO WAY CLEAN OUT
cO_, POWER POLE
❑- O PROPOSED LIGHT POLE BASE
ENGINEER
SEWER NO TES: RICHARDSON ENGINEERING, PLLC
1.) ALL CONS7RUCT70N AND MATERIALS TO MEET OR EXCEED LITTLE ROCK WATER RECLAIMAT/ON' SPECIFICATIONS. ADDRESS: SOUTH ST.
2.) ALL SERVICE LINES SHALL BE 4" SDR-21 OR SCH 40 PVC OR AS SPECIFIED ON THE DESIGN DRAWINGS. PHOTON, AR.. 7 720115
3) CONTRACTOR TO VERIFY METHOD OF CONNEC77ON W17H THE U77LITY OWNER PRIOR TO CONSTRUC770N. PHONE NO. (501) 315-7225
4) ATTEN77ON /S CALLED TO CONSTRUCTION DETAILS FOR ADDITIONAL INFORMATION PROJECT REPRESENTATIVE:
5) CONTRACTOR TO ADHERE TO CURRENT OSHA EXCAVA7ON & TRENCH SAFETY REGULATIONS. ERIC RICHARDSON, P.E.
6) BACKFILL FOR ALL DISTURBED (EXCAVATED) AREAS SHALL BE IN ACCORDANCE WITH
LITTLE ROCK WATER RECLAMATION STANDARD SPECS.
7) A 2-WAY CLEANOUT WITH BACKFLOW PREVENTER SHALL BE INSTALLED WITHIN 5 FEET OF THE BUILDING.
/ DIRECTIONAL THE CLEANOUT MUST SWEEP AWAY FROM THE VALVE TO PREVENT DAMAGE TO THE
BACKFL0W PRE VENTER
.
WA TER NOTES
1.) ALL CONSTRUCTION AND MATERIALS TO MEET OR EXCEED CAW SPECIFICATIONS.
2.) ALL SERVICE LINES AND METER SETTINGS SHALL BE AS PER CAW SPECS.
3) 14go BLUE COATED COPPER TRACING WIRE TO BE INSTALLED WITH ALL WATERLINES (MAINS & SERVICES).
4.) ALL FIT77NGS SHALL BE DUC77LE IRON Ma (WHERE AVAILABLE).
5.) ATTEN7ION /S CALLED TO CONSTRUCTION DETAILS FOR ADDI7ONAL INFORMATION.
6.) MINIMUM SEPARA77ON BETWEEN WATERLINES & SEWERLINES SHALL BE 10'
7.) MINIMUM VER77CAL SEPARA7ION BETWEEN WATERLINE & SEWERLINE CROSSINGS SHALL BE 18" (WATER ON TOP).
8.) CONTRACTOR SHALL ADHERE TO CURRENT OSHA REGULA77ONS FOR EXCAVATION & TRENCH SAFETY.
9.) STREET CROSSINGS TO MEET LITRE ROCK STREET DEPT SPECIFICATIONS.
10.) CONTRACTOR TO ADHERE TO AWWA SPECS FOR BLOCKING AND ANCHORING.
GENERAL NOTES:
1.) SURVEYING PROVIDED BY RASBURRY SURVEYING LLC.
2.) PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THIS PLAN
AND BASED ON GEOTECHN/CAL ANALYSIS OF THE SOIL CONDITIONS.
J.) ATTENTION IS CALLED TO CONSTRUCTION DETAILS FOR ADDITIONAL INFORMATION.
4.) CONSTRUCT70N SITE SHALL ADHERE TO LITTLE ROCK STORMWATER REQUIREMENTS,
AND SHALL MEET ALL APPLICABLE ADEQ STANDARDS FOR EROSION CONTROL
MEASURES.
5.) ALL UTILITIES TO BE LOCATED PRIOR TO CONSTRUCTION (ONE CALL, CITY, ETC.)
6.) CONTRACTOR TO ADHERE TO CURRENT OSHA REGULATIONS INCLUDING EXCAVATION &
TRENCH SAFETY.
7) THE APPROXIMATE LOCATION OF KNOWN SURFACE AND SUBSURFACE STRUCTURES,
PIPES, POWER GAS, PHONE, ETC. ARE SHOWN ON THE DESIGN DRAWINGS THE
CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF
THE AFOREMENTIONED ITEMS, SHOWN AND NOT SHOWN.
DEVELOPERS
RDI-DOOR STORAGE
904 SCHOFIELD LANE
FARMINGTON, NM 87401
GRAPHIC SCALE
40 0 40 80
( IN FEET )
1 inch = 40 Pt.
UTILITIES:
SANITARY SEWER:
LITTLE ROCK WATER
RECLAMATION
11 CLEARWATER OR.
LITTLE ROCK, AR 72204
501-376-2903
WATER:
CAW
221 E. CAPITOL AVE.
LITTLE ROCK, AR 72202
501-372-5161
ELECTRIC:
ENTERGY
9 ENTERY CT.
LITTLE ROCK, AR 72211
1-800-368-3749
NATURAL GAS:
SUMMIT
400 WEST CAPITOL 7f600
LITTLE ROCK, ARKANSAS
888-498-0409
VICINITY MAP
ENGINEER
RICHARDSON ENGINEERING, PLLC
ADDRESS: 325 W.SOUTH ST.
BENTON, AR. 72015
PHONE NO. (501) 315-7225
PROJECT REPRESENTATIVE:
ERIC RICHARDSON, P.E.
SURVEYOR
RASBURRY SURVEYING LLC
308 W. SOUTH STREET
BENTON, AR 72015
(501) 860-6893
DEVELOPERS
RDI-DOOR STORAGE
904 SCHOFIELD LANE
FARMINGTON, NM 87401
OWNER OF RECORD
REDI-DOOR STORAGE
904 SCHOFIELD LANE
FARMINGTON, MN 87401
SOURCE OF TITLE: 2023008436
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