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Home My WebLink AboutZ-4029-C Map 6P --_ WATER I PIPE - Y /�//� I III I -I i # I I I III III III I II''J I I � I III � III III II t`s,/ III III III II " � I I III II II III TW 469.Oo I III 111 III P II III III �I I BW 465.73 I III II I I 1 d I III II III t � II III � II III I II � I •�• 'I I € I r Ih o I III II III ? II fI I III II III � II I I I III II III TW 469.00 I III 11 III q I III III III BW 462.17 I III I it III N II I , I IIII I III � 1111 III O CONSTRUCT II` I III III III MODULAR BLOCK p GjZIP I III III III p RETAINING WALL f. I -ROW j III III III TIN 465.00�II 1I I III III III Zz p II I III III III w BW 4'59.63--L4- < 59.63 Q II I III I I �I I J TW 463.00 Ii �- I III I I II i --' I III I I III I --Q II III I I III a BW 458.34 = I III I III v)� In V ( ! 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MATCH EXISTING I III SIDEWALK I 44444 5--, II / I it I I III IIICs 442 3�_ s I 441- I III � III III III I I I III IIII III III I I I � ,,, I III ! � III III IIIA I I I III =II� III I.'�I I� MATCH EXISTING CURB 30" RCP INIW-AGQ n7, MATCH EXISTING- CURB EVEFII SAWCUT EXISTING EXISTING CURB AND MATCH EXISTING GUTTER - - - - - - - - - - - - - - - - - - - - �-SSMH RIM=463.18' TW 460.57 BW 460.46 SSMH RIM=462.25' MATCH EXISTING CURB- - 77 MATCH EXISTING SIDEWALK ,---CONCRETE SIDEWALK --------------5 , -Rn1nf 4*�� GRAPHIC SCALE IN FEET 20' 0 2D' ---W- ,--DHE- TW -DHE- TW 465.10 BW 464.29 BTW 464.4, -BW 463.00 --TW 464.00 --BW 460.03 BW 459.00 24" RCP INV= 458.49 BTW 463.51 LBW 459.28 CONSTRUCT MODULAR BLOCr, RETAINING WALL LITTLE ROCK SCHOOL_ DISTRICT FOREST HEICE'TS MIDDLE SCHOOL PARCEL ID: 33L0260002100 3601 S BRYANT ST LIITLE ROCK, AR 21.8 ACRES Arkansas One Call Know what's below. Cali before you dig. GRADING PLAN SPOT ELEVATIONS FG FINISHED GRADE TW TOP WALL BW BOTTOM WALL L FLOW LINE TC TOP CURB G GUTTER SW SIDEWALK TP TOP PAVEMENT X�c EXISTING GRADE ce LEGEND (CONSTRUCT) SYMBOLS LINEWORK • (6-1 LEGEND (EXISTING SYMBOLS) EASEMENT 1. SYMBOLS LINEWORK )k o FOUND IRON PIN EASEMENT TELEPHONE PEDESTAL 1205 LIGHT POLE ___________________ INTERMEDIATE CONTOUR U POWER POLE CURB STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. m TELEPHONE PEDESTAL 0 SANITARY SEWER CLEANOUT IN N PEDESTAL INTERMEDIATE CONTOUR SANITARY SEWER LINE O MANHOLE INDEX CONTOUR O D SANITARY SEWER CLEANOUT 12. SS SS o GAS METER SANITARY SEWER LINE N PQ GAS VALVE GAS LINE G G C------� STORM SEWER PIPE W W 14 DOWN GUY WATER LINE (SPECIFY SIZE & TYPE) • D4 WATER VALVE B BACK FLOW PREVENIIR - UGT • FIRE HYDRANT ASSEMBLY UNDERGROUND TELEPHONE ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY x AIR RELEASE VALVE LIGE UNDERGROUND ELECTRIC GRATED INLET OR JUNCTION A FIRE DEPARTMENT CONNECTION -OHE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT 0 WATER METER OVERHEAD ELECTRIC OR COMPLETE. THE CONTRACTOR MUST CONTACT THE APPROPRIATE ® SPRINKLER HEAD CIRCULAR DROP INLET, - U GTV m ELECTRIC PEDESTAL UNDERGROUND TELEVISION BOX (SPECIFY ON PLAN OHTV SHEET) 7% OVERHEAD TELEVISION WOOD FENCE NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL GRATED INLET I i BARBED WIRE FENCE SPECIFICATIONS. 17. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS 5. CHAIN LINK FENCE Ir-�� 6 1II DROP INLET -----FENC �__ 6. WOOD DRIVES, ETC. CLEAR AND FREE FROM ANY CONSTRUCTION ACTIVITY CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO AND/OR MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND X X VEHICULAR TRAFFIC TO AND FROM THE SITE BARBED WIRE FENCE 19. ¢ a TREE ALL STORM SEWER PIPE CONNECTIONS TO STRUCTURES SHALL BE COORDINATE WITH. THE GEOTECHNICAL ENGINEER FOR THE DESIGN AND FIBER OPTIC REPLACEMENT OF A FRENCH DRAIN SYSTEM. RIGHT OF WAY 20. CRAFTON, TULL & ASSOCIATES, INC. (CTA) HAS NOT NECESSARILY TREE TO BE REMOVED - - ESTABLISHED MINIMUM FINISH FLOOR ELEVATIONS FOR EACH 8° ROAD CENTERLINE ce LEGEND (CONSTRUCT) SYMBOLS LINEWORK • SET IRON PIN EASEMENT 1. LIGHT POLE )k POWER POLE CURB ■ TELEPHONE PEDESTAL 1205 0 N PEDESTAL INTERMEDIATE CONTOUR U MANHOLE 1205- STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. INDEX CONTOUR 0 SANITARY SEWER CLEANOUT • GAS METER SANITARY SEWER LINE H GAS VALVE O STORM SEWER PIPE GAS LINE 12. STRUCTURE NUMBER OBTAINING AND PROVIDING SEPARATE AND INDEPENDENT RETAINING WATER LINE N WATER VALVE -+►t - FIRE HYDRANT ASSEMBLY UNDERGROUND TELEPHONE IBI AIR RELEASE VALVE 14 FIRE DEPARTMENT CONNECTION UNDERGROUND ELECTRIC • WATER METER B BACK FLOW PREVENIIR OVERHEAD ELECTRIC • REDUCER FIBER OPTIC ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY RECTANGULAR DROP INLET, LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, GRATED INLET OR JUNCTION UNDERGROUND TELEVISION SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING BOX (SPECIFY ON PLAN FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT SHEET) OH TV OR COMPLETE. THE CONTRACTOR MUST CONTACT THE APPROPRIATE 15. OVERHEAD TELEVISION CIRCULAR DROP INLET, 0 IN ACCORDANCE WITH ARCHITECTURAL BUILDING PLANS AND GRATED INLET ORJUNCTION CHAIN LINK FENCE BOX (SPECIFY ON PLAN RIGHT-OF-WAY. ALL UTILITIES MUST BE LOCATED PRIOR TO GRADING SHEET) 7% START. WOOD FENCE NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL 4. x x SILT AND DEBRIS. BARBED WIRE FENCE BUILDING SET BACK RIGHT OF WAY PROPERTY UNE ---------- ROAD ---ROAD CENTERLINE ce GRADING AND DRAINAGE NOTES 1. THE DESIGN, INSPECTION, AND CERTIFICATION OF ANY RETAINING WALL SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED. THE SHOWN OR REFERENCED HEREIN, INCLUDING BUT NOT LIMITED TO, CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS SEGMENTAL RETAINING WALLS, MASS GRAVITY WALLS, GABION WALLS, OUTLINED IN THE GENERAL NPDES PERMIT AND THE SWPPP FOR ETC., GREATER THAN FORTY-EIGHT INCHES IN HEIGHT, SHALL BE BY STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. OTHERS. ANY RETAINING WALL DATA SHOWN OR REFERENCED HEREIN 11. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL SHALL BE FOR COORDINATION OF THE WALL LOCATION AND ELEVATIONS RECEIVE 4 INCHES OF TOPSOIL TO FINAL GRADE. REFER TO THE ONLY. LANDSCAPE PLAN. 2. THE OWNER/CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR 12. TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY BY OBTAINING AND PROVIDING SEPARATE AND INDEPENDENT RETAINING LAND SURVEYORS. IF CONTRACTOR DOES NOT ACCEPT EXISTING WALL DESIGNS, INSPECTIONS, AND CERTIFICATIONS BY A REGISTERED TOPOGRAPHY AS SHOWN ON PLANS, CONTACT ENGINEER IMMEDIATELY. PROFESSIONAL ENGINEER OTHER THAN CRAFTON TULL THIS SHAIL 13. THE CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM ALSO APPLY TO ANY ASSOCIATED AND NECESSARY PUBLIC SAFETY BUILDINGS FOR ALL NATURAL AND PAVED AREAS THROUGHOUT ALL DEVICES INCLUDING, BUT NOT LIMITED TO, PEDESTRIAN SAFETY RAILS PHASES OF CONSTRUCTION. 3. THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN 14. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS. OR COMPLETE. THE CONTRACTOR MUST CONTACT THE APPROPRIATE 15. THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO IN ACCORDANCE WITH ARCHITECTURAL BUILDING PLANS AND REQUEST EXACT FIELD LOCATION OF EXISTING UTILITIES ON SITE OR N SPECIFICATIONS. RIGHT-OF-WAY. ALL UTILITIES MUST BE LOCATED PRIOR TO GRADING 16. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS START. NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL 4. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SILT AND DEBRIS. SPECIFICATIONS. 17. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS 5. ALL CUT OR FILL SLOPES SHALL BE A MAX 3:1 SLOPE OR FLATTER NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. UNLESS OTHERWISE NOTED. 18. CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALKS, 6. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING DRIVES, ETC. CLEAR AND FREE FROM ANY CONSTRUCTION ACTIVITY CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO AND/OR MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO VEHICULAR TRAFFIC TO AND FROM THE SITE RETURN IT TO EXISTING CONDITION OR BETTER. 19. IF WET AREAS ARE ENCOUNTERED ON -SIZE THE CONTRACTOR SHALL 7. ALL STORM SEWER PIPE CONNECTIONS TO STRUCTURES SHALL BE COORDINATE WITH. THE GEOTECHNICAL ENGINEER FOR THE DESIGN AND GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. ALL REPLACEMENT OF A FRENCH DRAIN SYSTEM. STORM SEWER STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED 20. CRAFTON, TULL & ASSOCIATES, INC. (CTA) HAS NOT NECESSARILY MORTAR INVERT FROM INVERT IN TO INVERT OUT. ESTABLISHED MINIMUM FINISH FLOOR ELEVATIONS FOR EACH 8° ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET INDIVIDUAL BUILDING OR LOT IN THIS SUBDIVISION. WHEN A MINIMUM HEAVY DUTY TRAFFIC UH2O) LOADING AND BE INSTALLED ACCORDINGLY BUILDING FLOOR ELEVATION IS NOT ESTABLISHED AND NOTED, THE WHEN IN PAVED AND TRAFFIC AREAS. ULTIMATE RESPONSIBILITY FOR THE PROPER GRADING OF EACH 9. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH INDIVIDUAL LOT OR PARCEL SHALL REST WITH THE LOT'S OWNER. THE PAVEMENT AND SHALL HAVE TRAFFIC BEARING RINGS AND COVERS. TYPICALLY, THE MINIMUM FINISH FIRST FLOOR ELEVATIONS SHOULD BE MANHOLES IN UNPAVED AREAS SHALL BE 1' ABOVE FINISH GRAtr_. AT LEAST TWELVE INCHES (121 ABOVE THE FINISHED TOP OF STREET LIDS SHALL BE LABELED PER JURISDICTIONAL SPECIFICATIONS. CURB ELEVATION ASSOCIATED WITH EACH INDIVIDUAL LOT OR PARCEL 10. SITE GRADING SHALL NOT PROCEED UNTIL APPROPRIATE EROSION AND OR AS REQUIRED BY LOCAL AND STATE CODES. 10825 Financial Centre Parkway, Suite 300 Little Rock, Arkansas 72211 Crafton Tull ® engineering I surveying 501.664.3245 t 501.664.6704 1 www.crottontull.com CERTIFICATE OFAUTHORIZATION:' ..."O1i1"..n„ �POF AUr Off'' CRAFTON, TU_L& r''z ASSOCIATES, INC x No. 109 =y o �'r"gnrsns er�taF¢�- . ORION FCU MIDTOWN LITTLE ROCK LITTLE ROCK, ARKANSAS Key Plan No. Descnpuon Date This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Crafton, Tull & Associates, Inc., and is not to be used, in whole or in part, for any other project, without the written authorization of Crafton, Tull & Associates, Inc. �SZ RUC TION ° PROJECT NO: O° ISSUE DATE: mm/dd/yy 1� °T THIS PEF� CONTACT: B.TERSON t, DOCUMENT IS m CHECKED BY z° PRELIMINARY IN NATURE AND IS NOT PRELIMINARY N AFINAL,SIGNED o PLANS AND SEALED DOCUMENT 0 2019 Crafton, Tull & Associates, Inc. GRADING PLAN C-102