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GENERAL NOTES
1. ENGINEER'S NOTICE TO CONTRACTOR: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND
UTILITY PIPES OR STRUCTURES SHOWN N 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 N THESE DRAWINGS AND WE ASSUME NO RESPONSIBILITY AS
TO THE ACCURACY OF THEIR DEPICTED LOCATION N THESE DRAWINGS. THE CONTRACTOR
IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES
AiO l', AND ALL OTHER LINES NOT OF RECORD OR NOT SHOWN N THESE DRAWINGS BY
VERIFICATION OF THEIR I.00ATiN IN THE FIELD PRIOR TO THE INITIATIN OF THE ACTUAL
PORTION OF THEIR WORK.
2. SAFETY NOTICE TO CONTRACTOR: IN ACCORDANCE WITH GENERALLY ACCEPTED
CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY
RESPONSIBLE FOR CNDITiONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY
CON-iINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE
ENGINEER TO CONDUCT CONSTRUCTION REVTEW OF THE CNTRACTOR'S PERFORMANCE IS NOT
- e -
INTENDED TO INCLUDE REVIEW OF THE ADEQUACY r , OTHE CONTRACTORS SAFETY MEASURES,
IN, OR NEAR THE CONSTRUCTION SITE.
3. OWNERSHIP OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED
HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICES, IS THE PROPERTY OF GRAFTON,
TULL, & ASSOCIATES, INC., AND IS NOT TO BE USED, IN WHOLE N PART, FOR ANY OTHER
PROJECT WITHOUT THE WRITTEN AUTHORIZATIN OF -GRAFTON, TULL, & ASSOCIATES, INC.
4. CONTRACTOR SHAH NOT CAUSE ANY INCONVENIENCE TO THE PUBLIC, ADJACENT PROPERTY
OWNERS, PEDESTRIANS, ETC. DURING THE CONSTRUCTION OF THIS PROJECT. THE
CONTRACTOR SHALL. NOT DISRUPT ACCESS TO ADJACENT PROPERTIES AT ANY TIME DURING
CONSTRUCTION.
5. THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR CLARIFICATION IF A DISCREPANCY OR
INCNSISTENCY IS IDENTIFIED N THE PLANS AND/OR SPECIFICATINS.
6. CONTRACTOR IS RESPONSIBLE FOR THE DESIN AND IMPLEMENTATION OF ALL
REQUIRED/NECESSARY SHEETING, SHORING, AND SPECIAL EXCAVATION MEASURES REQUIRED
THE PROJECT TO MEET OSHA, FEDERAL, STATE AND LOCAL REGULATIONS.
N 4 A,
A 7. GRAFTON,TULL,&ASSOCIATE INC. (CIA) HAS NOT BEEN RETAINED BY THE OWNER FOR
CONSTRUCTION ADMINISTRATION OR OBSERVATION SERVICES N ALL OR A PORTION OF THE
WORK INDICATED ON THESE DRAWINGS. THEREFORE, CTA HEREBY NOTIFIES ALL PARTIES
INVOLVED THAT CTA ASSUMES NO RESPNSIBILITY FOR THE INTERPRETATION, COORDINATION
AND ADMINISTRATIN OF THESE DOCUMENTS AND/OR DEVIATIONS THEREFORE AND THE
EFFECTS THOSE CHANGES MAY HAVE N ANY AND ALL RELATED TRADES N CONSTRUCTION
SEQUENCES, OR OPERATION OF THE COMPLETED PROJECT, EXCEPT AS SPECIFICALLY
REWIRED IN THE GRAFTON TULL & ASSOCIATES SERVICE AGREEMENT WITH THE OWNER.
MATCH EISTING
CURB To 1 GUTTER
1
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PROPOSED CURB AND
GUTTER
SAWCUT AND `„ \` EXISTING CROSSWALK
MATCH EXISTING \
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WOODLAND HEIGHTS ROAD DEDICATION GHT OF WAY
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FFE.: 496.90
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FFE.: 494.75
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SITE NOTES 1
1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY/STATE/FEDERAL
REGULATIONS AND CODES AND OSHA STANDARDS.
2. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND
DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS,
PRECISE BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS.
3. ALL DIMENSIONS AND RADII ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.
4. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS.
5. ALL CURB/SIDEWALK/HANDICAP RAMP DESIGNS SHALL CONFORM TO ADA STANDARDS OR
LOCAL RESTRICTIVE CODES, WHICHEVER IS MORE RESTRICTIVE. i
6. CONTRACTOR SHALL ENSURE ALL NECESSARY PERMITS ARE OBTAINED PRIOR TO
CONSTRUCTION START.
7. CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTER, CONCRETE, AND PAVEMENT TO
EXISTING IN GRADE AND ALIGNMENT.PROPOSED 5' RIGHT OF WAY
8. CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALKS, DRIVES, ETC. CLEAR DEDICATION
AND FREE FROM ANY CONSTRUCTION ACTIVITY Al MATERIAL TO ENSURE EASY AND
SAFE PEDESTRIAN AND VEHICULAR TRAFFIC TO AND FROM THE SITE
TOTAL AREA: BUILDING SETBACKS: DEVELOPER: - -
12.39 ACRES FRONT: 25' CHRIST THE KING CATHOLIC CHURCH
539709 SF EX. SIDE: 8' 4000 NORTH RODNEY PARHAM ROAD
REAR: 25' LITTLE ROCK, AR 72212
ZONING: 501.225,6774 FAX: 501.225.7169
R-2
346 CES (23 HANDICAP ACCESSIBLE) EXISTING CIVIL ENGINEER:
331 SPACES (24 HANDICAP ACCESSIBLE) PROPOSED 10825GRAFTI TULL & ASSOCIATES, INC.
0825 FINANCIAL CENTER PARKWAY, SUITE 300
LITTLE ROCK, AR 72211
LEGAL DESCRIPTION PRO)dDED (DEED BOOK 968. PAGE 363): 501.664.3245 FAX: 501.664.6704
A PART OF THE SW 1/4 OF THE SE 1/4 OF SECTION 21, TOWNSHIP 2 NORTH, RANGE 13
WEST, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: WETLANDS NOTE:
COMMENCE AT THE SOUTHWEST CORNER OF SAID SW 1/4 OF THE SE 1/4 AND RUN THENCE THE AREA OF THIS PROPOSED ADDITION IS NOT LOCATED
NORTH 0 DEGREES 37 MINUTES 30 SECONDS WEST ALONG THE CENTERLINE OF A COUNTY
ROAD (60 FOOT RIGHT OF WAY) FOR A DISTANCE OF 983.93 FEET; THENCE NORTH 89 N OR NEAR ANY KNOWN DESIGNATED WETLANDS.
DEGREES 22 MINUTES 30 SECONDS EAST FOR A DISTANCE OF 30 FEET TO THE POINT OF
BEGINNING; THENCE NORTH 0 DEGREES 37 MINUTES 30 SECONDS WEST FOR A DISTANCE FLOOD STATEMENT:
OF 298.02 FEET; THENCE SOUTH 89 DEGREES 35 MINUTES 36 SECONDS EAST FORA THIN A SPECIAL FLOOD
WI
DISTANCE OF 751.45 FEET; THENCE NORTH 0 DEGREES 04 MINUTES 44 SECONDS EAST FOR A THERE ARE NO PORTIONS OF THE PROPERTY SHOWN HEREON LYING WI 050181 W42 F, DATED
DISTANCE OF 30 FEET TO A POINT ON THE NORTH HAZARD AREA, AS SHOWN ON FLOW INSURANCE RATE MAP PANEL LINE OF SAID SW 1/4 OF THE SE 1/4 OF HAZARD
19, 2W1.
SECTION 21; THENCE SOUTH 89 DEGREES 35 MINUTES 36 SECONDS EAST FOR A DISTANCE
OF 465.35 FEET TO A POINT ON THE WEST RIGHT OF WAY LINE OF RODNEY PARHAM ROAD,
SAID POINT ALSO BEING THE POINT OF CURVATURE OF A 3.00487 DEGREE CURVE TO THE FIRE FLOW NOTE:
RIGHT, SAID CURVE HAVING A RADIUS OF 1909.55 FEET, A TANGENT OF 124.24 FEET AND
AN INTERNAL ANGLE OF 7 DEGREES 27 MINUTES 26 SECONDS; THENCE SOUTHWESTERLY PER CENTRAL ARKANSAS WATER, STATIC PRESSURE INTENDED TIE LINE IS 107 P.S.I.,
ALONG SAID CURVE TO THE RIGHT FOR A DISTANCE OF 248.53 FEET TO THE POINT OF RESIDUAL PRESSURE IS 102 P.S.I. AT TA FIRE FLOW VOLUME OF 1500 G.P.M.
TANGENCY THEREOF; THENCE SOUTH 44 DEGREES 22 MINUTES 50 SECONDS WEST ALONG
THE WEST RIGHT OF WAY LINE OF RODNEY PARHAM ROAD FOR A DISTANCE OF 829.21 FEET;
THENCE NORTH 45 DEGREES 37 MINUTFS 10 SECOND WEST FOR A DISTANCE OF 660.13 FEET
TO THE POINT OF BEGINNING, CONTAINING 12.39' ACRES MORE OR LESS.
EXISTING 2" WATER
LINE
CHRIST THE KING
CHURCH
FFE.: 497.00
EXISTING
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ENGINEER'S NOTICE TO CONTRACTOR
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THEIR DEPICTED LOCATION C':DRAWINGS. THE
CONTRACTOR IS REQUIRED T. 7,^.K." DUE PRECAUTIONARY
MEASURES TO PROTECT THE ::-ryiSiY LINES SHOWN, AND
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ALL OTHER LINES NOT OF REC^2;Z0 OR NOT SHOWN ON THESE$
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DRAWINGS BY VERIFICATION OF iHEIR LOCATION IN THE
FIELD PRIOR TO THE INITIATION OF THE ACTUAL PORTION
OF THEIR WORK.v++
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
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DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION
REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT
INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE
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CONSTRUCTION SITE.
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OWNERSHIP OF DOCUMENTS
THIS DOCUMENT, AND THE IDEAS AND DESIGNS
INCORPORATED HEREIN, AS AN INSTRUMENT OF
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PROFESSIONAL SERVICES, IS THE PROPERTY OF GRAFTON,
TULL & ASSOCIATES, INC., AND IS NOT TO BE
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USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITH
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NOTIFICATION OF LIMITED SERVICES
GRAFTON, TULL & ASSOCIATES, INC., (CTA) HAS
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NOT BEEN RETAINED BY THE OWNER FOR CONSTRUCTION
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ADMINISTRATION OR OBSERVATION SERVICES ON ALL OR A
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PORTION OF THE WORK INDICATEO ON THESE DRAWINGS.
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THEREFORE, THE CTA HEREBY NOTIFIES ALL PARTIES
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INVOLVED THAT THE CTA AS aPlrc� NO RESPONSIBILITY FOR
THE INTERPRETATION CC^ ,N AND ADMINISTRATION
THESE DOCUMENTS AND/n: +3NS THEREFROM AND THE.:
EFFECTS THOSE CHANGES II A,-_ ON ANY AND ALL
RELATED TRADES OR CONS'..'<U,, LOON SEQUENCES, OR
OPERATION OF THE COMPLETED PROJECT, EXCEPT AS SPEC-
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10825 Financial Center Parkwav, Suite 300 1........„
Little Rock, Arkansas 72211 CAP OF
Crafton Tull CRAH N, TULL&
ASSOCIATES, INC.
0 engineering i surveying No. 109
501.664.3245 t 501.664.6704 f v Z�
www.craftontull.com
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CTA PROJECT 4,12807600 mniuiw
DRAWINGS, WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL
NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM
±� WITHOUT PRIOR CONSENT OF ROARK PERKINS PERRY
\ YELVINGTON ARCHITECTS. DO NOT SCALE DRAWINGS. USE
\ GIVEN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY DIMENSIONS
WITH THE ARCHITECT. CONTRACTOR wrA1.i.. CHECK AND VERIFY
e ALL DIMENSIONS AND CONDITIONS AT 00'! ,Yi E.
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ARK _SAS
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REGISTERED
PROFESSIONAL
ENGINEER
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��' No. 13217 O�
9o�FV A. PE�`G�5
REVISIONS I 'DATE
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OVERALL SITE PLAN
FERECEIV` ,
J A N 2 8 2013
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1337
DATE JOB NO.
1.0
SHEET OF