HomeMy WebLinkAboutZ-9207-A Map 3GENERAL CONSTRUCTION NOTES
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414.62'
UTILITIES SITE LAYOUT PLAN SCALE: 1"=40'-0"
SANITARY SEWER:
1. TOTAL NEW DEVELOPMENT AREA = 3.35 ACRES
LITTLE ROCK WASTEWATER
2. ALL SETBACKS SHALL MEET CITY OF LITTLE ROCK.
501-688-1452 (ENGINEERING)
3. ALL DIMENSIOSN ARE TO THE BACK OF CURB AND/OR EDGE OF PAVEMENT
501-223-1509 (EMERGENCY)
4. DAMAGE TO PUBLIC AND PRIVATE PROPERTY DUE TO HAULING OPERATIONS OR OPERATIONS OF CONSTRUCTION RELATED
WATER:
EQUIPMENT FROM A CONSTRUCTION SITE SHALL BE REPAIRED BY THE THE RESPONSIBLE PARTY PRIOR TO THE ISSUANCE OF
CENTRAL ARKANSAS WATER
A CERTIFICATE OF OCCUPANCY.
211 EAST CAPITOL
5. REPAIR, REPLACE, OR EXTEND EXISTING DAMAGED OR MISSING CURB AND GUTTER, SIDEWALK, RAMPS, OR CONCRETE APRONS
LITTLE ROCK, AR 72202
WITHIN THE PUBLIC RIGHT-OF-WAY PRIOR TO CONSTRUCTION SHALL CONFROM TO CITY OF LITTLE ROCK STANDARD DETAILS AND ADA
501-372-5161
GUIDELINES.
6. CONTACT CITY OF LITTLE ROCK STREET DEPARTMENT FOR INSPECTION OF ANY WORK IN PUBLIC RIGHT-OF-WAY
ELECTRIC:
PRIOR TO PLACEMENT OF CONCRETE OR ASPHALT OR FOR ON -SITE CLARIFICATTION OF REQUIREMENTS PRIOR TO COMMENCING WORK,
ENTERGY ARKANSAS, INC.
425 WEST CAPITOL AVENUE
FAILURE TO DO SO CAN RESULT IN REMOVAL OF ANY IMPROPERLY PLACED CONCRETE OR ASPHALT AT THE EXPENSE OF THE OWNER
LITTLE RCOK, ARKANSAS
OR CONTRACTOR.
501-377-4000
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
NATURAL GAS:
NATURAL GAS:
ROCK STREET DEPARTMENT WITH ANY QUESTION REGARDING STRIPING.
ENERGY
CENTERPOINT400
WEST CAPITOL #600
LITTLE ROCK, ARKANSAS
888-498-0409
DRIVE PER 61W OF LITTLE
ROCK STANDARDS
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SCALE: 1"= 40'
9'-0" WIDE LANDSCAPE
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A. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR DAMAGES
OCCURING TO ANY PROPERTY DURING THE CONSTRUCTION OF THIS
PROJECT. SAID CONTRACTOR SHALL TAKE ALL NECESSARY
PRECAUTIONS TO PREVENT PROPERTY DAMAGE.
B. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES,
THE CONTRACTOR WILL SOLELY AND COMPLETELY BE RESPONSIBLE FOR
CONDITIONS OF THE JOB SITE, INCLUDING SAFETY WORK. THIS REQUIREMENT
WILL APPLY CONTINUOUSLYAND WILL NOT BE LIMITED TO NORMAL WORKING
HOURS.
THE DUTY OF CENTRAL ARKANSAS WATER TO CONDUCT CONSTRUCTION
INSPECTIONER REVIEWS OF THE CONTRACTOR'S PERFORMANCE IS NOT
AN INSPECTION OR REVIEW OF THE ADEQUACY OF THE CONTRACTR'S
SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE.
C. ALL WATER AND SEWER IMPROVEMENTS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE LATEST REVISION TO THE CITY OF LITTLE
ROCK'S AND CENTRAL ARKANSAS WATER'S WATER AND WASTEWATER
(SANITARY SEWER) STANDARD SPECIFICATIONS.
D. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION
AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS
BASED ON RECORDS OF THE VARIOUS UTILITIY COMPANIES AND, WHERE
POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT
TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST
CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE
ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF ALL UTILITIES.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL
EXISTING UTILITIES WHICH CONFLICT WITH PROPOSED IMPROVEMENTS
SHOWN ON THE PLAN.
E. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH, AND
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
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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PROCTORDENSITY CONFORMING TO Q
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SPECIFICATIONS FOR HIGHWAY CONSTN z Y
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GRAVEL SURFACE COURSE
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2" OF HMAC TYPE 3 SURFACE
COURSE CONFORMING TO SECTION
407 OF THE ARKANSAS HIGHWAY
AND TRANSPORTATION DEPARTMENT
PAHTDI STANDARD SPECIFICATIONS
OR HGHWAY CONSTRUCTION, 1996
OR 2003 EDITION
6" THICK CLASS 7 (SB-2) CRUSHED �
STONE COMPACTED TO 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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6" THICK CLASS7 COMPACTED
TO 95% MODIFIED PROCTOR
DENSITY
6" THICK SUBGRADE COMPACTED
TO 92%MODIFIED PROCTOR
DENSITY
CONCRETE ENTRANCE APRON
NOW TO SCALE
PROJECT NUMBER:
SHEET ISSUE DATE:
9-3-19
PAGE TITLE:
SITE LAYOUT
PLAN
SHEET NUMBER:
C1.1