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Home My WebLink AboutZ-7500-F Map 36&& Ill LEGEND (EXISTING SYMBOLS) SYMBOLS LINEWORK -------------------- o FOUND IRON PIN EASEMENT %T LIGHT POLE ------ --_-- ----------------- ------ -------------------- 'S� POWER POLE CURB TI TELEPHONE PEDESTAL N TV PEDESTAL INTERMEDIATE CONTOUR O MANHOLE INDEX CONTOUR -- - -_----- . o SANITARY SEWER CLEANOUT ---ss---ss---ss --ss o GAS METER SANITARY SEWER LINE Da GAS VALVE --c-- c —c-- G GAS LINE --- STORM SEWER PIPE DOWN GUY WATER LINE (SPECIFY SIZE & TYPE) x WATER VALVE — —UCT—UGT---UCT— FIRE HYDRANT ASSEMBLY UNDERGROUND TELEPHONE 11 UGE— T --UGE— { C8C AIR RELEASE VALVE UNDERGROUND ELECTRIC Z' FIRE DEPARTMENT CONNECTION — oHE—J)---DHE—�, O WATER METER OVERHEAD ELECTRIC ® SPRINKLER HEAD UGrv---UGrv— —UGry Io ELECTRIC PEDESTAL UNDERGROUND TELEVISION —oHTV---GHN —GHTV r j OVERHEAD TELEVISION GRATED INLET - - CHAIN LINK FENCE DROP INLET WOOD FENCE BARBED WIRE FENCE TREE Fo FIBER OPTIC f' RIGHT OF WAY TREE TO BE REMOVED 11 ROAD CENTERLINE Co. LEGEND (CONSTRUCT) SYMBOLS LINEWORK • SET IRON PIN ------------------ EASEMENT LIGHT POLE 11, POWER POLE CURB ■ TELEPHONE. PEDESTAL 1206 is TV PEDESTAL INTERMEDIATE CONTOUR MANHOLE 12D5 INDEX CONTOUR 0 SANITARY SEWER CLEMOUT • GAS METER SANITARY SEWER LINE N GAS VALVE G O STORM SEWER PIPE GAS LINE (ED STRUCTURE NUMBER " WATER LINE ►t WATER VALUE FIRE HYDRANT ASSEMBLY UNDERGROUND TELEPHONE VGT 11181111 AIR RELEASE VALVE UGe { A FIRE DEPAfc,MENT CONNECTION UNDERGROUND ELECTRIC • WATER Ill B BACK FLOW PREVENTER OVERHEAD ELECTRIC • REDUCER FIBER OPTIC Eo RECTANGULAR DROP INLET, GRATED INLET OR JUNCTION U0Tv BOX (SPECIFY ON PLAN UNDERGROUND TELEVISION SHEET) --a1T'--- MTV ---MTV OVERHEAD TELEVISION CIRCULAR DROP INLET, A GRATED INLET OR JUNCTION _ CHAIN LINK FENCE BOX (SPECIFY ON PLAN SHEET) — WOOD FENCE BARBED WIRE FENCE BUILDING SET BACK RIGHT OF WAY PROPERTY LINE ROAD CENTERLINE GRADING PLAN SPOT ELEVATIONS FG FINISHED GRADE TW TOP WALL BW BOTTOM WALL C FLOW LINE TO '1DP CURB G GUTTER SW SIDEWALK TP TOP PAVEMENT 1. THE DESIGN, INSPECTION, AND CERTIFICATION OF ANY RETAINING WALL SHOWN OR CONDITIONS AS OUTLINED IN THE GENERAL NPDES PERMIT AND THE SWPPP FOR Y' TP 303.00 A \ - REFERENCED HEREIN, INCLUDING BUT NOT LIMITED TO, SEGMENTAL RETAINING WALLS, MASS STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES TP 303.00 TP 299,00 GRAVITY WALLS, GABION WALLS, ETC., GREATER THAN FORTY-EIGHT INCHES IN HEIGHT, 11. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4INCHES OF w. _. I I / i' TP 300.00 SHALL BE BY OTHERS. ANY RETAINING WALL DATA SHOWN OR REFERENCED HEREIN SHALL TOPSOIL TO FINAL GRADE. REFER TO THE LANDSCAPE PLAN. BE FOR COORDINATION OF THE WALL LOCATION AND ELEVATIONS ONLY. 12 TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. // 2. THE OWNER/CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR OBTAINING AND PROVIDING IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON PLANS, CONTACT SEPARATE AND INDEPENDENT RETAINING WALL DESIGNS INSPECTIONS, AND CERTIFICATIONS ENGINEER IMMEDIATELY. JLBY A REGISTERED PROFESSIONAL ENGINEER OTHER THAN CRAFTON TOLL THIS SHALL ALSO t THE CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL TP 306,00 APPLY TO ANY ASSOCIATED AND NECESSARY PUBLIC SAFETY DEVICES INCLUDING, BUT NOT NATURAL AND PAVED AREAS THROUGHOUT ALL PHASES OF CONSTRUCTION. �•=� LIMITED TO, PEDESTRIAN SAFETY RAILS 14 CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND 3. THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, PRECISE BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS. MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS 15 THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN ACCORDANCE Arkansas One Call BEING EXACT OR COMPLETE THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY WITH ARCHITECTURAL BUILDING PLANS AND SPECIFICATIONS. COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD 15 EXISTI4G DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND LOCATION OF EXISTING UTILITIES ON SITE OR IN RIGHT-OF-WAY, ALL UTILITIES MUST BE EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. Know what's below. Call before you dig. �. RETAINING WALL DESIGN, INSPECTION, AND CERTIFICATION BY OTHERS THE DESIGN, INSPECTION, AND CERTIFICATION OF ANY RETAINING WALL SHOWN OR REFERENCED HEREIN, INCLUDING BUT NOT LIMITED TO, SEGMENTAL RETAINING WALLS, MASS GRAVITY WALLS, GABION WALLS, ETG, GREATER THAN FORTY-EIGHT INCHES IN HEIGHT, SHALL BE BY OTHERS ANY RETAININGR� N SHALL E FOR COORDINATION OF THE V WALL DATA SHOWN OR _PEKE CED HEREIN AIL B E WALL LOCATION AND ELEVATIONS ONLY. THE OWNER/CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR OBTAINING AND PROVIDING SEPARATE AND INDEPENDENT RETAINING WALL DESIGNS, INSPECTIONS, AND CERTIFICATIONS BY A REGISTERED PROFESSIONAL ENGINEER OTHER THAN CRAFTON TULL THIS SHALL ALSO APPLY TO ANY ASSOCIATED AND NECESSARY PUBLIC SAFETY DEVICES INCLUDING, BUT NOT LIMITED TO, PEDESTRIAN SAFETY RAILS. LOCATED PRIOR TO GRADING START. 17 CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE 4. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS. A SMOOTH FIT AND CONTINUOUS GRADE 5. ALL CUT OR FILL SLOPES SHALL BE A MAX 3:1 SLOPE OR FLATTER UNLESS OTHERWISE 16 CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALKS, DRIVES, ETC. CLEAR NOTED. AND FREE FROM ANY CONSTRUCTION ACTIVITY AND/OR MATERIAL TO ENSURE EASY AND 6. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL SAFE PEDESTRIAN AND VEHICULAR TRAFFIC TO AND FROM THE SITE. BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING 19,IF WET AREAS ARE ENCOUNTERED ON -SITE THE CONTRACTOR SHALL COORDINATE WITH THE STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITION OR BETTER. GEOTECHNICAL ENGINEER FOR THE DESIGN AND REPLACEMENT OF A FRENCH DRAIN SYSTEM. 7. ALL STORM SEWER PIPE CONNECTIONS TO STRUCTURES SHALL BE GROUTED TO ASSURE 20, CRAFTON, TULL & ASSOCIATES, INC. (CTA) HAS NOT NECESSARILY ESTABLISHED MINIMUM CONNECTION AT STRUCTURE IS WATERTIGHT. ALL STORM SEWER STRUCTURES SHALL HAVE FINISH FLOOR ELEVATIONS FOR EACH INDIVIDUAL BUILDING OR LOT IN THIS SUBDIVISION. A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT, WHEN A MINIMUM BUILDING FLOOR ELEVATION IS NOT ESTABLISHED AND NOTED, THE B. ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY TRAFFIC ULTIMATE RESPONSIBILITY FOR THE PROPER GRADING OF EACH INDIVIDUAL LOT OR PARCEL (H20) LOADING AND BE INSTALLED ACCORDINGLY WHEN IN PAVED AND TRAFFIC AREAS, SHALL REST WITH THE LOPS OWNER. TYPICALLY, THE MINIMUM FINISH FIRST FLOOR 9. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH THE PAVEMENT AND ELEVATIONS SHOULD BE AT LEAST TWELVE INCHES (121 ABOVE THE FINISHED TOP OF SHALL HAVE TRAFFIC BEARING RINGS AND COVERS. MANHOLES IN UNPAVED AREAS SHALL STREET CURB ELEVATION ASSOCIATED WITH EACH INDIVIDUAL LOT OR PARCEL OR AS BE 1' ABOVE FINISH GRADE. LIDS SHALL BE LABELED PER JURISDICTIONAL REWIRED BY LOCAL AND STATE CODES. SPECIFICATIONS. 10. SITE GRADING SHALL NOT PROCEED UNTIL APPROPRIATE EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED. THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND 10825 Financial Centre Parkway, Suite. 300 Little Rock, Arkansas 12211 Crafton Tull ® engineering I surveying 501.664.3245 t 501.664.6704 f www.craftontull.com THE HAMILTON APARTMENTS LITTLE ROCK, ARKANSAS Key Plan No. Description Date This document, and the ideas and designsincorporated 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. 5.1 RUCTION PROJECT NO: GOB RF.� ISSUEDATE: mm/dd/YY �O`r THIS CONTACT: F.RIGGINS DOCUMENT IS N CHECKED BY: 0 PRELIMINARY IN NATURE AND IS NOT PRELIMINARY m AFINAL,SIGNED o PLANS _Zx AND SEALED DOCUMENT y0 02017 Crakon,Tull &Associates, Inc. �<% 'a N0110nbis� Ga<.r;i GRADING PLgNY 2 4 ROIL ...1..................... 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