HomeMy WebLinkAboutZ-9207-A Map 4UTILITIES
SANITARY SEWER:
LITTLE ROCK WASTEWATER
501-688-1452 (ENGINEERING)
501-223-1509 (EMERGENCY)
WATER:
CENTRAL ARKANSAS WATER
211 EAST CAPITOL
LITTLE ROCK, AR 72202
501-372-5161
ELECTRIC:
ENTERGY ARKANSAS, INC.
426 WEST CAPITOL AVENUE
LITTLE RCOK, ARKANSAS
501-3774000
NATURAL GAS:
CENTERPOINT ENERGY
400 WEST CAPITOL #600
LITTLE ROCK, ARKANSAS
888498-0409
SITE LAYOUT PLAN SCALE: 1"=40'-0"
1. TOTAL NEW DEVELOPMENT AREA = 3.35 ACRES
2. ALL SETBACKS SHALL MEET CITY OF LITTLE ROCK.
3. ALL DIMENSIOSN ARE TO THE BACK OF CURB AND/OR EDGE OF PAVEMENT
4. DAMAGE TO PUBLIC AND PRIVATE PROPERTY DUE TO HAULING OPERATIONS OR OPERATIONS OF CONSTRUCTION RELATED
EQUIPMENT FROM A CONSTRUCTION SITE SHALL BE REPAIRED BY THE THE RESPONSIBLE PARTY PRIOR TO THE ISSUANCE OF
A CERTIFICATE OF OCCUPANCY.
5. REPAIR, REPLACE, OR EXTEND EXISTING DAMAGED OR MISSING CURB AND GUTTER, SIDEWALK, RAMPS, OR CONCRETE APRONS
WITHIN THE PUBLIC RIGHT-OF-WAY PRIOR TO CONSTRUCTION SHALL CONFRRM TO CITY OF LITTLE ROCK STANDARD DETAILS AND ADA
GUIDELINES.
6. CONTACT CITY OF LITTLE ROCK STREET DEPARTMENT FOR INSPECTION OF ANY WORK IN PUBLIC RIGHT-OF-WAY
PRIOR TO PLACEMENT OF CONCRETE OR ASPHALT OR FOR ON -SITE CLARIFICATTION OF REQUIREMENTS PRIOR TO COMMENCING WORK,
FAILURE TO DO 50 CAN RESULT IN REMOVAL OF ANY IMPROPERLY PLACED CONCRETE OR ASPHALT AT THE EXPENSE OF THE OWNER
OR CONTRACTOR.
7. ALL SIGNAGE, PAVEMENT MARKING AND PARKING LOT STRIPING SHALL CONFORM TO REQUIREMENTS GIVEN IN MANUAL OF UNIFORM
TRAFIC CONTROL DEVICES (MUTCD). MUTCD REQUIRES THAT PARKING SPACES BE MARKED IN WHITE. CONTACT CITY OF LITTLE
ROCK STREET DEPARTMENT WITH ANY QUESTION REGARDING STRIPING.
DRIVE PER CITY OF LITTLE
ROCKSTANDARDS
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40 20 0 40 80F7
SCALE: 1 "= 40'
GENERAL
CONSTRUCTION
NOTES
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A. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR DAMAGES
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OCCURING TO ANY PROPERTY DURING THE CONSTRUCTION OF THIS
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PROJECT. SAID CONTRACTOR SHALL TAKE ALL NECESSARYI
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PRECAUTIONS TO PREVENT PROPERTY DAMAGE.
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B. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES,
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THE CONTRACTOR WILL SOLELY AND COMPLETELY BE RESPONSIBLE FOR
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CONDITIONS OF THE JOB SITE, INCLUDING SAFETY WORK. THIS REQUIREMENT
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WILL APPLY CONTINUOUSLYAND WILL NOT BE LIMITED TO NORMAL WORKING
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HOURS.
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THE DUTY OF CENTRAL ARKANSAS WATER TO CONDUCT CONSTRUCTION
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INSPECTIONER REVIEWS OF THE CONTRACTOR'S PERFORMANCE IS NOT
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AN INSPECTION OR REVIEW OF THE ADEQUACY OF THE CONTRACTR'S
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SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE.
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C. ALL WATER AND SEWER IMPROVEMENTS SHALL BE CONSTRUCTED IN
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ACCORDANCE WITH THE LATEST REVISION TO THE CITY OF LITTLE
ROCK'S AND CENTRAL ARKANSAS WATERS WATER AND WASTEWATER
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(SANITARY SEWER) STANDARD SPECIFICATIONS.
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D. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION
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AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS
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BASED ON RECORDS OF THE VARIOUS UTILITIY COMPANIES AND, WHERE
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POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD, THE INFORMATION IS NOT
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TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST
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CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE
ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF ALL UTILITIES.
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IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL
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EXISTING UTILITIES WHICH CONFLICT WITH PROPOSED IMPROVEMENTS
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SHOWN ON THE PLAN.
REVISION:
E. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH, AND
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BWI,a Rd
OTHER MATERIALS RESULTING FROM PREVIOUS AND CURRENT DEMOLITION
OPERATIONS. DISPOSAL WILL BE IN ACCORDANCE WITH ALL LOCAL, STATE
AND/OR FEDERAL REGULATIONS GOVERNING SUCH OPERATIONS,
F. PRIOR TO INSTALLATION OF ANY UTILITIES, THE CONTRACTOR IS TO
EXCAVATE, VERIFY AND CALCULATE ALL CROSSINGS AND INFORM ANY AND
ALL UTILITIES OF ANY CONFLICTS PRIOR TO CONSTRUCTION.
G. CONSTRUCTION SHALL NOT START ON ANY WATER UTILITY TIE-INS UNTIL
VICINITY
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APPROVAL IS GIVEN BY CENTRAL ARKANSAS WATER, SAID CONTRACTOR
SHALL NOT OPERATE ANY VALVE, HYDRANT, OR WATER UTILITIY APPURTENANCE
NOR SHALL HE ATTACH TO OR TAP ANY WATER UTILITY MAIN WITHOUT
APPROVAL. THE CONTRACTOR SHALL BEAR THE COST AND CONSEQUENCE OF
ANY DISRUPTION OF UTILITY OPERATION CAUSED BY CONSTRUCTION.
H. FIBER OPTIC CABLE ON AND/OR ADJACENT TO THIS SITE WERE NOT LOCATED
BY THE SURVEY AND ARE NOT SHOWN. IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO LOCATE ANY FIBER OPTIC CABLES ASSOCIATED WITH THIS
SITE AND TAKE ALL NECESSARY AND REQUIRED PRECAUTIONS TO PROTECT
ANY EXISTING FIBER OPTIC CABLES. CONTRACTORS SHALL COORDINATE ALL
EFFORTS WITH OWNER OF FIBER OPTIC CABLES OR THEIR DESIGNATED
REPRESENTATIVE.
J. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING "ONECALL" SERVICE
TO MARK ALL UTILITIES PRIOR TO ANY DEMOLITION, EARTHWORK, OR UTILITY
WORK ON THIS SITE.
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6" THICK CLASS 7 SB-2 CRUSHED
STONE COMPACT D T 95% STANDARD
PROCTORDENSITY CONFORMING TO
SECTION 303 OF THE (AHTD) STANDARD
SPECIFICATIONS FOR HIGHWAY CONSTN
6" THICK OF EXISTING SUBGRADE
SCARIFIED AND RECOMPACTED TO
90% OF MODIFIED PROCTOR DENSITY
GRAVEL SURFACE COURSE
NOT TO SCALE
2" OF HMAC TYPE 3 SURFACE
COURSE CONFORMING TO SECTION
407 OF THE ARKANSAS HIGHWAY
AND TRANSPORTATION DEPARTMENT
(AHTD) STANDARD SPECIFICATIONS
FOR HIGHWAY CONSTRUCTION, 1996
OR 2003 EDITION
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6" THICK CLASS 7 (SB-2)) CRUSHED �
STONE COMPACTED T6 95% STANDARD
PROCTORDENSITY CONFORMING TO
SECTION 303 OF THE (AHTD) STANDARD
SPECIFICATIONS FOR HIGHWAY CONSTN
6" THICK OF EXISTING SUBGRADE
SCARIFIED AND RECOMPACTED TO
90% OF MODIFIED PROCTOR DENSITY
HMAC ASPHALT SURFACE COURSE
NOT TO SCALE
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�J PHILLIP LEWIS ••-� -
ENGINEERING, INC.
6'THICK CONCRETE APRON tz
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No. 566
12' ON CENTER, EACH WAY . "� `
a 6" THICK CLASS7 COMPACTED
/ TO 95% MODIFIED PROCTOR
DENSITY
6" THICK SUBGRADE COMPACTED
TO 92% MODIFIED PROCTOR
DENSITY
CONCRETE ENTRANCE APRON
NOT TO SCALE
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PROJECT NUMBER'
SHEET ISSUE DATE:
9-3-19
PAGE TITLE:
SITE LAYOUT
PLAN
SHEET NUMBER:
C1.1