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Home My WebLink AboutZ-3836-G Map 14cy��/y� LEGEjN��D{�/(�EXI STING) SYMBOLS K o FOUND IRON PIN LIMEWO ---------------------- EASEMENT 0 LIGHT POLE ______________________________________________ LA POWER POLE CURB m TELEPHONE PEDESTAL TV PEDESTAL INTERMEDIATE CONTOUR 0 MANHOLE INDEX CONTOUR 0 SANITARY SEWER CLEANOUY -55-----55 2-\ GAS METER SANITARY SEWER LINE , G GAS VALVE GAS LINE ---- _ STORM SEWER PIPE - DOWN GUY WATER LINE (SPECIFY SIZE & TYPE) DC WATER VALVE ---------v •------JGT -0 FIRE HYDRANT ASSEMBLY UNDERGROUND TELEPHONE I:& AIR RELEASE VALVE UNDERGROUND ELECTRIC .61 FIRE DEPARTMENT CONNECTION -MF-_ -.t- o WATER METER OVERHEAD ELECTRIC ® SPRINKLER HEAD ----UGTv--- r ® ELECTRIC PEDESTAL UNDERGROUND TELEVISION OVERHEAD TELEVISION �ll GRATED INLET - -_-, CHAIN LINK FENCE DROP INLET WOOD FENCE BARBED WIRE FENCE TREE FO FO FIBER OPTIC ° RIGHT OF WAY TREE TO BE REMOVED 10 °i ROAD CENTERLINE WEGEND (PROPOSED) • SYMBOLS SET IRON PIN ------------------ EASEMENT LIGHT POLE 11k POWER POLE CURB • TELEPHONE PEDESTAL - 1208 Is TV PEDESTAL INTERMEDIATE CONTOUR (p MANHOLE 1205 INDEX CONTOUR a SANITARY SEWER CLEANOUT g GAS METER SANITARY SEWER LINE GAS VALVE ® o - STORM SLW"': PIPE GAS LINE h-x STRUCTURE NUMBER " WATER LINE 6� WATER VALVE FIRE HYDRANT ASSEMBLY UNDERGROUND TELEPHONE AIR RELEASE VALVE' A- -- F .4. FIRE DEPARTMENT CONNECTION UNDERGROUND ELECTRIC • WATER METER ®16 i °` 4 OVERHEAD ELECTRIC m BACK FLOW PREVENTE'R A a REDUCER FIBER OPTIC PLUG VALVE DROP INLET, GRATED INLET UNDERGROUND TELEVISION ® OR JUNCTION BOX (SPECIFY =V am ON PLAN SHEET) OVERHEAD TELEVISION CHAIN LINK FENCE WOOD FENCE ~- BARBED WIRE FENCE MATCH E STING CURB NO GUTTER I I \\ PROPOSED CURB AND GUTTER SAWCUT AND `„ \ EXISTING CROSSWALK MATCH EXISTING SIDEWALK PROPOSED _ V \ TACTILE PANEL m PROPOSED HC RAMP d. t t,� SAWCUT AND \ I1t MATCH EXISTING , SIDEWALK \ ; It� t111 I � III ENLARGEMENT A SCALE: 1 "=20'-O" 0 W o MATCH EXISTING CURB AND GUTTER G15 I 11 12 I EXISTING ASPHALT PARKING I 1 =6 PROPOSED 6' WOOD DUMPSTER SCREEN --------------- - FAMILY LIFE CENTER a ml Sx, EXISTING 4' SANITARY ---- SEWER EXISTING 4' SANITARY a; SEWER N r' FAMILY LIFE CENTER / FFE.: 494.75 EXISTING 6' SANITARY SEWER EXISTING 4' SANITARY SEWER _ • FAMILY LIFE CENTE --EXISTING 6' SANITARY SEWER EXISTING 6' SANITARY I SEWER PARKING i BUILDING SET BACK I sQs *�\ , m �`• °sue,♦.`, o� _ RIGHT OF WAY I C 1 ter,. o PROPERTY LINE a <'F11,`, n: - ROAD CENTERILINE GENERAL NOTES SITE NOTES `` 1. ENGINEER'S NOTICE TO CONTRACTOR: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY/STATE/F-LDERAL . x` UTILITY PIPES OR STRUCTURES SHOWN ON THESE DRAWINGS ARE OBTAINED BY A SEARCH REGULATIONS AND CODES AND OSHA STANDARDS. OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING 2. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND ; ' "`. �`♦� UTILITIES EXCEPT AS SHOWN ON THESE DRAWINGS AND WE ASSUME NO RESPONSIBILITY AS DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, ` `♦ I o TO THE ACGUn'ACY C'F THEIR DEPICTED LOCATSON ON THESE DRAWINGS. THE CONTRACTOR PRECISE BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS. i^a REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES 3. ALL DIMENSIONS AND RADII ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. SHOWN, AND ALL OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE DRAWINGS BY 4. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS. VERIFICATION OF THEIR LOCATION IN THE FIELD PRIOR TO THE INITIATION OF THE ACTUAL 5. ALL CURB/SIDEWALK/HANDICAP RAMP DESIGNS SHALL CONFORM TO ADA STANDARDS OR PORTION OF THEIR WORK. LOCAL RESTRICTIVE CODES, WHICHEVER IS MORE RESTRICTIVE. i 2. SA^ ' NOTICE TO CONTRACTOR: IN ACCORDANCE WITH GENERALLY ACCEPTED 6. CONTRACTOR SHALL ENSURE ALL NECESSARY PERMITS ARE OBTAINED PRIOR TO ; ' CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND OAMPLEIELY CONSTRUCTION START. ' `�` RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND 7. CONTRACTAt SHALL MATCH PROPOSED CURB AND GUTTER, CONCRETE, AND PAVEMENT TO `♦ PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY EXISTING IN GRADE AND ALIGNMENT. PROPOSED 5' RIGHT DEDICATION OF WAY N , ` r,ONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE 8. CONTRACTNR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALKS, DRIVES, ETC. CLEAR ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT AND FREE FROM ANY CONSTRUCTION ACTIVITY AND/OR MATERIAL TO ENSURE EASY AND I C 1 .�`\ INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, SAFE PEDESTRIAN AND VEHICULAR TRAFFIC TO AND FROM THE SITE. IN, OR HEAR THE CONSTRUCTION SITE. TOTAL AREA: BUILDING SETBACKS: DEVELOPER: - .,. OWNERSHIP OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROPP-ESSIONAL SERVICES, IS THE PROPERTY OF GRAFTON, 12.39 ACAS FRONT: 25' CHRIST THE KING CATHOLIC CHURCH TULL, & ASSOCIATES, INC., AND IS NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER 539709 Sr EX. SIDE: 8' 4000 NORTH RODNEY PARHAM ROAD PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CRAFTON, TULL, & ASSOCIATES, INC. Rom: 25' LITTLE ROCK, AR 72212 4. CONTRACTOR SHALL NOT CAUSE ANY INCONVENIENCE TO THE PUBLIC, ADJACENT PROPERTY ZONING: 501.225.6774 FAX: 501.225.7169 OWNERS, PEDESTRIANS, ETC. DURING THE CONSTRUCTION OF THIS PROJECT. THE R-2 CONTRACTOR SHALL NOT DISRUPT ACCESS TO ADJACENT PROPERTIES AT ANY TIME DURING CONSTRUCTION. 346 SPACES (23 HANDICAP ACCESSIBLE) EXISTING CIVIL ENGINEER: 5. THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR CLARIFICATION IF A DISCREPANCY OR 331 SPACES (24 HANDICAP ACCESSIBLE) PROPOSED CRAFTON, TULL & ASSOCIATES, INC. INCONSISTENCY IS IDENTIFIED ON THE PLANS AND/OR SPECIFICATIONS. 10825 FINANCIAL CENTER PARKWAY, SUITE 300 6. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL LITTLE ROCK, AR 72211 REQUIRED/NECESSARY SHEETING, SHORING, AND SPECIAL EXCAVATION MEASURES REQUIRED LEGAL DESCRIPTION PROVIDED (DEED BOOK 968. PAGE 363) 501.664.3245 FAX: 501.664.6704 ON THE PROJECT TO MEET OSHA, FEDERAL, STATE AND LOCAL REGULATIONS 7. CRAFTON, TULL, & ASSOCIATES, INC. (CTA) HAS NOT BEEN RETAINED BY THE OWNER FOR A PART OF THE SW 1/4 OF THE SE 1/4 OF SECTION 21, TOWNSHIP 2 NORTH, RANGE 13 CONSTRUCTION ADMINISTRATION OR OBSERVATION SERVICES ON ALL OR A PORTION OF THE WEST, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: WETLANDS NOTE: WORK INDICATED ON THESE DRAWINGS THEREFORE, CTA HEREBY NOTIFIES ALL PARTIES COMMENCE AT THE SOUTHWEST OORNER OF SAID SW 1/4 OF THE SE 1/4 AND RUN THENCE THE AREA OF THIS PROPOSED ADDITION IS NOT LOCATED INVOLVED THAT CTA ASSUMES NO RESPONSIBILITY FOR THE INTERPRETATION, COORDINATION NORTH 0 DECREES 37 MINUTES 30 SECONDS WEST ALONG THE CENTERLINE OF A COUNTY AND ADMINISTRATION OF THESE DOCUMENTS AND/OR DEVIATIONS THEREFORE AND THE ROAD (60 FOOT RIGHT OF WAY) FOR A DISTANCE OF 983.93 FEET; THENCE NORTH 89 ON OR NEAR ANY KNOWN DESIGNATED WETLANDS. EFFECTS THOSE CHANGES MAY HAVE ON ANY AND ALL RELATED TRADES OR CONSTRUCTION DECREES 22 MINUTES 30 SECONDS EAST FOR A DISTANCE OF 30 FEET TO THE POINT OF SEQUENCES, OR OPERATION OF THE COMPLETED PROJECT, EXCEPT AS SPECIFICALLY BEGINNING; THENCE NORTH 0 DEGREES 37 MINUTES 30 SECONDS WEST FOR A DISTANCE FLOOD STATEMENT: REQUIRED IN THE CRAFTON LULL & ASSOCIATES SERVICE AGREEMENT WITH THE OWNER. OF 298.02 FEET; THENCE SOUTH 89 DECREES 35 MINUTES 36 SECONDS EAST FOR A 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 WITHIN A SPECIAL FLOOD DISTANCE OF 30 FEET TO A POINT ON THE NORTH LINE OF SAID SW 1/4 OF THE SE 1/4 OF HAZARD AREA, AS SHOWN ON FLOOD INSURANCE RATE MAP PANEL NO. 050181 0042 F, DATED SECTION 21; THENCE SOUTH 89 DEGREES 35 MINUTES 36 SECONDS EAST FOR A DISTANCE OCTOBER 19, 2001. 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 ROW 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 MINUTES 10 SECOND WEST FOR A DISTANCE OF 660.13 FEET TO THE POINT OF BEGINNING, CONTAINING 12.39' ACRES MORE OR LESS. 25' BUILDING SETBACK C.T.K. SCHOOL C 1.2 C.T.K. SCHOOL FFE.: 496.90 PROPOSED CLASSROOM BUILDING FFE.: 496.95 I XISTING 2' WATER J ra I I LINE I CHRIST THE KING r CHURCH FFE.: 497.00 ( I I EXISTING j 1/2- GAS LINE }� EXISTING 4' SANITARY ' I / SEWER C.T.K. SCHOOL I ---I l I I II I I I I i RIGHT OF WAY DEDICATION 1 1 ENLARGEMENT A f SEE THIS SHEET I. o wii GRAPHIC SCALE IN FEET I 60' 0 60' gll 1x 1m -PICK-UP/ I DROP OFF I AREA �-J 0 L(� P STING 2' WATER DRIVE E 6 _ 16 16 - 16 EXISTING ASPHALT PARKING 10 � XISTING -1/2' GAS LINE e _ • - i I PICK-UP/ r IF g g & I DROP OFF ROUTE 5 PROPOSED II I I ----------- _ HALT PAR NQI ' ! I I I CHURCH OFFICE I I I II I I I I E EXISTING CHAIN FENCE & GATES I PR ASPHALT I� VE WIDENING i 1 1 I I ST G AREA I'. t PARENT PICK-UP/ DROP OFF AREA 2 �`♦� ♦`: „\ \ R EXISTING ASPHALT PARKING $ ' `,` ``\\ \ I a �� ♦�♦ `::. t t,a m `♦ s i / ♦ I , � � ♦` \ .� I rip t , I 1 s . r t� lZ m w N v J O Q ULI C) N o C7 Ir a m DO-C o = zIli I_ a: C) J 0�s Q o¢ W W ENGINEER'S NOTICE TO CONTRACTOR z Z 'S y THE EXISTENCE AND LOCATION OF ANY UNDERGROUND \/ �Y W p N UTILITY PIPES OR STRUCTURES SHOWN ON THESE DRAWINGS 3. LL ARE OBTAINED BY A SEARCH OF TTHE AVAILABLE RECORDS. ~ 021 TO THE BEST OF OUR KNOWLEDGEh THERE ARE NO EXISTING r a e W y 0 35z UTILITIES EXCEPT AS SHOu T:: ON THESE DRAWINGS AND WE ASSUME NO RESPONSIBILIT-' AS TO THE ACCURACY OF Q ^ o 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 nF THEIR LOCATION IN THE FIELD PRIOR TO THE INITIATION OF THE ACTUAL PORTION / 1 OF THEIR WORK.v++ I..L 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 r , DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT v WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TOfr NORMAL WORKING HOURS. / 1 W v 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 Q CONTRACTOR'S SAFETY MEASURES, IN, OR NEAR THE CONSTRUCTION SITE. z O O W = cr Qz � Q 1 OWNERSHIP OF DOCUMENTS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF 0 CC Q PROFESSIONAL SERVICES, IS THE PROPERTY OF CRAFTON, TULL & ASSOCIATES, INC., AND IS NOT TO BE �" Y USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITH LU U OUT THE WRITTEN AUTHORIZ.A"IION OF CRAFTON, TULL R � Z & ASSOCIATES, INC. , 1 Er j zLU j ® z J I~- NOTIFICATION OF LIMITED SERVICES CRAFTON, TULL & ASSOCIATES, INC., (CTA) HAS S. O O J NOT BEEN RETAINED BY THE OWNER FOR CONSTRUCTION ADMINISTRATION OR OBSERVATION SERVICES ON ALL OR A i! �O PORTION OF THE WORK INDMATF_D ON THESE DRAWINGS. THEREFORE, THE CTA HERWY W'MFIES ALL PARTIES INVOLVED THAT THE CTA ASSrM�.9 NO RESPONSIBILITY FOR THE INTERPRETATION, COORDINATION AND ADMINISTRATION 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- ' 0% IFICALLY REQUIRED IN THE C,:-a SERVICES AGREEMENT WITH v J THE OWNER. LTL - i DIG! qip U -lOJ [IF off ��2s, o� u �N Lil ® Z m V \� Jtuvrr Aim IO 101311MM HOSIN M a `��m � ipwni �� SIB" kne Vx=I" 0� f# `r srrx '�.,, I I w � r°ae H6 KDURAMul MwrawM VALLEY DR 9 1 VICINITY MAP gCATE OF ARKANSAS REGISTERED PROFESSIONAL ENGINEER Ad - No. 13217 _c0, U` REVISIONS DATE AP' AS ml:1 , DE', 10825 Financial Center Parkway, Suite 300 ,,,��F ��,.... Little Rock, Arkansas 72211 ` O A(/TjYO�,' Crafton Tull =ti CRAF ON iULLB ,_. CFI.' engineering surveying - ASSOCIATES, INC._ =a No.109 50L664.32451 501.664.6704f www.crafiontulLcoln ' A'PMANSAS ElW�HEE0. CTA PROJECT # 12807600 „n„„Him JDRAWINGS, WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM WITHOUT PRIOR CONSENT OF ROARK PFRKINIS PERRY \ YELVINGTON ARCHITECTS. DO NOT SCALE •v'?.AWINGS. USE GIVEN OIMENSIONS ONLY. IF NOT SHOT- N, VERIFY DIMENSIONS WITH THE ARCHITECT, CONTRACTOR SHrv..i. CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE. JAN 2 8 2013 m I m I m 1387 DATE JOB NO. C 1.0 SHEET OF