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BLOCK 232, ORIGINAL
CITY OF LITTLE ROCK
BLOCK 231, ORIGINAL
CITY OF LITTLE ROCK
CUR S, 351
FL 12, , E 35166 (ASSUMEDI
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RIGHT OF WAY
I`FLS' E. 35219
TREE TO BE REMOVED
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STRUCTURE NUMBER
11. ALL TRENCHING, PIPE LAYING AND BACKFILLING SHALL BE IN
yygT UNE
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DROP INLET
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/WOOD
WOODFENCE
x x
CONSTRUCTION. ANY COSTS ASSOCIATED WITH WATERMAIN SHUT -OFFS
BARBED WIRE FENCE
WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA
BUILDING SET BACK
BLOCK 232, ORIGINAL
CITY OF LITTLE ROCK
BLOCK 231, ORIGINAL
CITY OF LITTLE ROCK
CUR S, 351
FL 12, , E 35166 (ASSUMEDI
O -
FL 12
I`FLS' E. 35219
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LOCK 223, ORIGINAL W
ITY OF LITTLE ROCK Q N
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CLOSED BY ORD. NO. 10,785 EXISTING z a„ S. 342.50
N FL „ N 342 45 2° GAS LINE G_
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' PROPOSED
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PROPOSED
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BLOCK 222, ORIGINAL
CITY OF LITTLE ROCK
ITARY
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fn DOMESTIC
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EXISTING MANHOLE
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EXISTING
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WATER LINES
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I, CITY OF LITTLE ROCK - —
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G
t� UTILITY NOTES
1. THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN
ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY
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 CONTACT THE APPROPRIATE
UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO
REQUEST EXACT FIELD LOCATION OF EXISTING UTILITIES ON SITE OR IN
RIGHT-OF-WAY.
2. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72
HOURS BEFORE CONNECTING TO ANY EXISTING LINES. CONTRACTOR
SHALL COORDINATE AND SCHEDULE TIE-INS/CONNECTIONS WITH ALL
UTILITY COMPANIES.
3. ALL UNDERGROUND LINES SHALL BE INSTALLED, INSPECTED AND
APPROVED PRIOR TO BACKFILLING.
4. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY
CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED
CURB
114L PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL
FE 12" W 341 75 CONNECTION OF SERVICE.
FL
127
2 SI34-1-75 E UNytafli 341?5 5. GENERAL CONTRACTOR IS TO COORDINATE WITH APPROPRIATE UTILITY
FL N COMPANIES PRIOR TO CONSTRUCTION, ADJUSTMENT, OR RELOCATION OF
EXISTING UTILITIES AS DESIGNATED ON PLANS.
6. THRUST BLOCKING SHALL BE PROVIDED AT ALL BENDS, TEES AND FIRE
HYDRANTS.
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G
t� UTILITY NOTES
1. THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN
ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY
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 CONTACT THE APPROPRIATE
UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO
REQUEST EXACT FIELD LOCATION OF EXISTING UTILITIES ON SITE OR IN
RIGHT-OF-WAY.
2. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72
HOURS BEFORE CONNECTING TO ANY EXISTING LINES. CONTRACTOR
SHALL COORDINATE AND SCHEDULE TIE-INS/CONNECTIONS WITH ALL
UTILITY COMPANIES.
3. ALL UNDERGROUND LINES SHALL BE INSTALLED, INSPECTED AND
APPROVED PRIOR TO BACKFILLING.
4. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY
CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED
CURB
114L PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL
FE 12" W 341 75 CONNECTION OF SERVICE.
FL
127
2 SI34-1-75 E UNytafli 341?5 5. GENERAL CONTRACTOR IS TO COORDINATE WITH APPROPRIATE UTILITY
FL N COMPANIES PRIOR TO CONSTRUCTION, ADJUSTMENT, OR RELOCATION OF
EXISTING UTILITIES AS DESIGNATED ON PLANS.
6. THRUST BLOCKING SHALL BE PROVIDED AT ALL BENDS, TEES AND FIRE
HYDRANTS.
T
7. DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.
N Rp CCESS
L10
8. ALL WATERLINES & SANITARY SEWERS, AND WATERLINES & STORM
FL 12 N-
NKNOWN
SEWERS SHOULD BE KEPT TEN (101 APART (PARALLEL) OR WHEN
CROSSING 18"/24" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO
OUTSIDE EDGE OF PIPE).
9. THE CONTRACTOR SHALL INCLUDE IN THE BID PRICE ALL MATERIAL
AND LABOR ASSOCIATED WITH THE TESTING OF THE WATER AND SEWER
c2
LINES REQUIRED BY THE LOCAL AND/OR STATE AGENCIES.
Ey�STING
10. TOPS OF EXISTING MANHOLES SHALL BE RAISED AS NECESSARY TO BE
S
N
FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND MANHOLES IN
UNPAVED AREAS TO BE 1" ABOVE FINISHED GROUND ELEVATIONS WITH
WATER TIGHT LIDS.
11. ALL TRENCHING, PIPE LAYING AND BACKFILLING SHALL BE IN
E)(ISR
ACCORDANCE WITH FEDERAL OSHA REGULATIONS.
WROU
T
12. REFER TO BUILDING PLANS FOR SITE LIGHTING ELECTRICAL PLAN.
IRON
CE
13. ALL MATERIALS, CONSTRUCTION AND INSPECTION FOR WATER AND
SANITARY SEWER LINES SHALL BE PER LITTLE ROCK OF CITY STANDARD
SPECIFICATIONS.
14. THE CONTRACTOR SHALL COORDINATE WATERMAIN WORK WITH THE FIRE
4WATER
DEPARTMENT AND THE CITY/COUNTY UTILITY DEPARTMENT TO PLAN
METE
PROPOSED IMPROVEMENTS AND TO ENSURE ADEQUATE FIRE PROTECTION
IS CONSTANTLY AVAILABLE TO THE SITE THROUGHOUT THIS SPECIFIC
WORK AND THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL
BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIRED
WATERMAIN SHUT -OFFS WITH THE CITY/COUNTY DURING
CONSTRUCTION. ANY COSTS ASSOCIATED WITH WATERMAIN SHUT -OFFS
WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA
COMPENSATION WILL BE PROVIDED.
15. DAMAGE TO ALL EXISTING CONDITIONS TO REMAIN WILL BE REPLACED
AT CONTRACTOR'S EXPENSE.
16. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT
w
LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING,
SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING
DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS.
17. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TAP AND TIE
ON FEES REQUIRED, AS WELL AS COSTS OF UNDERGROUND SERVICE
CONNECTIONS TO THE BUILDING.
N
1P _SFNERAL CONTRACTOR SHALL PPC"T', I rnhlnlIT-c flrrCcC App'
SHOWN ON THE PLAN, VERIFY LOCATION OF UTILITY TIE IN AND
PROVIDE NYLON PULL CORDS INSIDE THE CONDUIT.
19. THE CONTRACTOR SHALL INCLUDE IN BID PRICE THE DAILY RECORD
KEEPING OF THE AS -BUILT CONDITION OF ALL OF THE UNDERGROUND
UTILITIES, CONSTRUCTION STAKE -OUT ASSOCIATED WITH THE PROJECT,
PREPARATION OF THE NECESSARY/REQUIRED AS -BUILT WATER AND
SEWER PLANS TO BE SUBMITTED AND ALL OTHER INFORMATION
REQUIRED FOR OBTAINING PERMITS AND RELEASE OF BONDS.
SIGN
-FIRE H�'ORA
ASSEMBLY
SEWER
URB INLT
FL 12" W. 350 79
350.79
SIGN
NOTIFICATION OF LIMITED SERVICES
CRAFTON, TULL, SPARKS & ASSOCIATES, INC., (CTSA) HAS
NOT BEEN RETAINED BY THE OWNER FOR CONSTRUCTION
iADMINISTRATION OR OBSERVATION SERVICES ON ALL OR A
PORTION OF THE WORK INDICATED ON THESE DRAWINGS.
THEREFORE, THE CTSA HEREBY NOTIFIES ALL PARTIEri
INVOLVED THAT THE CTSA ASSUMES NO RESPONSIBILITY FOR
THE INTERPRETATION, COORDINATION AND ADMINISTTaATION 0
THESE DOCUMENTS AND/OR DEVIATIONS THEREFROM AND THE
EFFECTS THOSE CHANGES MAY HAVE ON ANY AND ALL
RELATED TRADES OR CONSTRUCTION SEQUENCES, OR
OPERATION OF THE COMPLETED PROJECT, EXCEPT AS SPEC-
IFICALLY REQUIRED IN THE CTSA's SERVICES AGREEMENT WI
THE OWNER. -
ENGINEER'S NOTICE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND
UTILITY PIPES OR STRUCTURES SHOWN ON THESE DRAWINGS
ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.
TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING
UTILITIES EXCEPT AS SHOWN ON THESE DRAWINGS AND WE
ASSUME NO RESPONSIBILITY AS TO THE ACCURACY OF
THEIR DEPICTED LOCATION ON THESE DRAWINGS. THE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT THE UTILITY LINES SHOWN, AND
ALL OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE
DRAWINGS BY VERIFICATION OF THEIR LOCATION IN THE
FIELD PRIOR TO THE INITIATION OF THE ACTUAL PORTION
OF THEIR WORK.
SAFETY NOTICE TO CONTRACTOR
IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION
PRACTICES, THE CONTRACTOR WILL BE SOLELY AND
COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB
SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY
DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT
WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO
NORMAL WORKING HOURS,
THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION
REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT
INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE
CONTRACTOR'S SAFETY MEASURES, IN, OR NEAR THE
CONSTRUCTION SITE.
OWNERSHIP OF DOCUMENTS
THIS DOCUMENT, AND THE IDEAS AND DESIGNS
INCORPORATED HEREIN, AS AN INSTRUMENT OF
PROFESSIONAL SERVICES, IS THE PROPERTY OF CRAFTON,
TULL, SPARKS & ASSOCIATES, INC., AND IS NOT TO BE
USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITH
OUT THE WRITTEN AUTHORIZATION OF CRAFTON, TULL,
SPARKS & ASSOCIATES, INC.
10825 Financial Center Parkway, Suite 300
Little Rock, Arkansas 72211
eCraffon Tull Sparks
e engineering
501.664.3245t 501.664.6704f
www.craltontulisporks.com
CERTIFICATE OF AUTHORIZATION: ,.o "'
OF A0
s C.P
1, CRAFI0.TULL, r
SPARKS & >
ASSOOATB, INC. '-"_
yJ No.
109 p
A'�rgN5AS EtYo�NE�0.
PHILANDER SMITH COLLEGE
RESIDENTIAL QUAD
MASTER PLAN
ONE TRUDIE KIBBE REED DRIVE
LITTLE ROCK, AR 72202
Key Pian
No. Description Date
This document, and the ideas and designs incorporated herein,
as an instrument of professional service, is the property of
Grafton, Tull, Sparks & Associates, Inc., and is not to be used, in
whole or in part, for any other project, without the written
authorization of Crafton, Tull, Sparks & Associates, Inc.
RUCTION ,
PROTECT NO: 098032-02 GO
ISSUEDATE: 11/09/094oma THIS
CONTACT: B.Williams DOCUMENT IS N'
CHECKED BY: 2 PRELIMINARY IN
NATURE AND IS NOT
PRELIMINARY m A FINAL, SIGNED o
PLANS a, AND SEALED
DOCUMENT
82009 Crahon, T.H. Sparks �o
-,&Ass621a'tes, NOIlanTS 1509
UTILITY 7PLAN77
,- E. C,,�
C-103