Loading...
HomeMy WebLinkAboutZ-7512 Map 2LAYOUT PHASING CONTRACTOR TO USE ARCHITECTURAL BUILDING "F" WILL BE CONSTRUCTED DRAWINGS FORDIMENSIONAL LAYOUT AS A FUTURE PHASE. ALL OTHER OF INDIVIDUAL BUILDINGS. BUILDINGS AND PAVING WILL BE CONSTRUCTED AS PHASE 1. SOUTH FILMORE STREET — R/W VARIES _6,1 + S 00'27'57" W 573.92' 330.00' ,e . SET 1/2" $ N 74052'05" Ei REBAR j N 25.11' W/CAP v — — — — NEW RIGHT-OF-WAY LUMAsl- LANDSCAPE PANELS IES - AREA BETWEEN-� __---- 9° BUILDINGS 90' `� o I rj e, I ,60 .60' 001' LANDSCAPE ryt c- AREA RNCINGRON BLDG. B N BLDG. B BOLLARDS(3) CIS BLDG. G ;IJ \ DO GO WRnIIf'WT—IRnN CA W O `\ f \--EOCING -**-� BOLLARD TYP. OF 6 ALL PAVING TO BE CONSTRUCTED PER HEAVY-DUTY ASPHALT PAVING SECTION AS SHOWN ON THIS SHEET. BLDG. E 0 - Ur1�1TY EASEp,4E SET 1/2" 5' GATE N i REBAR o' - -j / W CAP - ` BOLLARD, TYP. OF 6 70. ZI ' \ BLDG. H 395' U:t O 40' 0 60' m , c' \ L4 co \co 5� \ 1/2" REBAR N 00'25'15" E FOUND a - co 1r1ul ol_e cnlcn co � i SECTION „ 6 3r�F�2" RADIUS 7- 1/4" UP R l.--24^— --: CONCRETE CURB ''LASS 3 & 4 UPRIGHT CETAIL NTS BL)G. D BLDG, C ad d 1/2" REBAR FOUND ALUMASHIELD o PANELS BETWEEN BU LD NGS _ -- .-1/2' R BaR FD. \I != oa Ea v'- 1/z, SY9 7/4 SW pCTKON 6, l 1 P, a 12 Hl N 21 "?0 35" 5 79,97" II; ' II BLDG. A LANDSCAPE I q - AREA ed- � o Lv il O) LLI N � e o � $ ~ O d I Lul CO 7E� NCRETE CT) PATIO it In �z LA SIGN 32' V I LANDSCAPE © CONCRETE APRON RAMPS W/ = ARA/7-1 EA/ -WPOUGHT-IRON �,a GATE -- R1 I DRAINAGE AND s EASEMENT in ®o , \ AN ACCES LANDSCAPE 138.45'2"' HANDICAP , AREA SIGN ., a I O 96.81' 56 40 2 I - HOLE IN WALL . FOUN 546.76' ° I L■' ®' I NOTE: APRON LAYOUT SHOWN IS TYPICAL. SEE DIMENSIONING PLAN FOR SPECIFIC LAYOUT INFORMATION. VARIES -SEE CURB AND GUTTER DIMENSIONING PLAN DIUS VARIES RADIUS VARIE PROPERTY UNE -GONCRETF-1 _ _ - APRQN INTEGRAL CURB MATCH CURB RAMP / GRADE LINE PZMATCH EXISTING KEYED CONSTRUCTION JOINT CURB AND GUTTER \0.05' UP IN LINE W/ FACE OF CURB 7" CONC. W/ 6"X6" - W2.9 X W2.9 WELDED WIRE FABRIC SHEETS CONCRETE APRON DETAIL NTS �6" CONCRETE A. d . d g. d Q �4" CRUSHED AGGREGATE BASE COURSE, CL.7 8" (MIN) COMPACTED SUBGRADE TO 957. STANDARD PROCTOR DENSITY. HEAVY DUTY CONCRETE SECTION NTS LEGEND_ FIRE HYDRANT o WATER METER ® WATER VALVE O MANHOLE o' UTILITY POLE LIGHT POLE —� CHAIN LINK FENCE —s'=w— EXISTING UTILITY LINE W = WATER G = GAS UGT = BURIED TELEPHONE OHE = OVERHEAD ELECTRIC SS = SANT. SEWER GENERA!._ NOTES 1. THE LOCATION OF THE EXISTING WATER AND GAS UTILITIES ARE BASED ON RECORDS FROM SAID UTILITY COMPANIES AND ARE HORIZONTALLY FIELD LOCATED ONLY. THE CONTRACTORS SHALL BE RESPONSIBLE FOR DETERMINING ACTUAL LOCATION. 2. CONTRACTOR TO UNCOVER AND MARK UTILITY UNES BEFORE CONSTRUCTION. 3. CONTRACTOR SHALL BEAR ALL RESPONSIBIUTY AND COST OF REPAIR OR REPLACEMENT OF EXISTING UTILITIES, DAMAGED OR INTERRUPTED AS A RESULT OF THIS CONSTRUCTION PROJECT. 4. CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND THE OWNER OF ANY DAMAGED OR INTERRUPTED UTILITIES IMMEDIATELY, 5. ALL SEWER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE TO THE UTTLE ROCK WASTEWATER UTIUTYS SPECIFICATION REQUIREMENTS FOR SANITARY SEWERS" LATEST EDITION. 6. ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE TO CENTRAL ARKANSAS WATER REQUIREMENTS. 7, CONTRACTOR SHALL NOTIFY PROJECT ENGINEER PRIOR TO BEGINNING WORK. 6. ALL AREAS WITHIN THE PARKING LOT ARE TO RECEIVE A GRAVEL BASE TO PROVIDE EROSION CONTROL IF WORK IS NOT PROGRESSING IN AN ORDERLY MANNER. A RATE OF 135 TONS/ACRE IS TO BE APPUED WITHIN TWO WEEKS OF FINAL GRADING. 9. ALL AREAS NOT WITHIN THE PARKING LOT ARE TO RECEIVE LOOSE STRAW TO PROVIDE EROSION CONTROL IF WORK IS NOT PROGRESSING IN AN ORDERLY MANNER. A RATE OF 1.5 TONS/ACRE IS TO BE APPUED WITHIN TWO WEEKS OF FINAL GRADING. 10. AFTER NEW INLETS ARE CONSTRUCTED, STRAW BALES AND GRAVEL FILTER BERMS ARE TO BE PLACED TO ALLOW FLOW THROUGH THE BERM, 11. CONTRACTOR WILL CONTROL AND PREVENT OFF—SITE TRACKING OF CONSTRUCTION RUNOFF AND SEDIMENT TO ADJACENT PROPERTY AND PUBLIC ROADS, 12. CONTRACTOR IS. TO PROTECT EXISTING STORM DRAINAGE SiSTEM ACCORDING TO PROTECTION ILLUSTRATIONS PROVIDED, - _ 30 15 060 � 30 SCALE �6" CONCRETE a_ a. A 3' a \ �4" CRUSHED AGGREGATE BASe COURSE, CL7 �--8" (MIN) COMPACTED SUBGR )E TO 95R STANDARD PROCTOR DENSITY. HEAVY DUTY CONCRETE `'>ECTION NTS 12"X18", 18 GA. STEEL, BAKED ENAMEL, HANDICAP PARKING SIGN R7-8, AS SHOWN IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. -4"X4" STEEL TUBE WITH WELDED TOP CAP, ANCHORED 24" IN SOLID CONCRETE (12" DIA. HOLE). COLORS LEGEND AND BORDER - GREEN WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND - WHITE NTS AUG 2 7 2004 3" HMAC SURFACE SCALE 1 ,1 e 30' RAW Y BSR CHECKED Y : APPROVED BY Ar : 7-28-04 ti\V�tf\��\vv\yti/�tijwE/' A` \�V PROJECT N0. \9" CRUSHED AGGREGATE BASE COUFZ -`-.7 2002-007 8 (MIN) COMPACTED SUBGRADE TO STANDARD PROCTOR DENSITY. TYPICAL HEAVY DUTY PAVING SECTION NTS U O UJ J li 0 -j z cn ``77 1 Q W J Q O W Y z QF— Z x V)W 'o/^� V J 2 z _j LCCV m G CLi Z _I LaHLd W 2 � W O U HZ U pZ = W z W Q `.5 CZ04 <N W 0: m ti\V�tf\��\vv\yti/�tijwE/' A` \�V PROJECT N0. \9" CRUSHED AGGREGATE BASE COUFZ -`-.7 2002-007 8 (MIN) COMPACTED SUBGRADE TO STANDARD PROCTOR DENSITY. TYPICAL HEAVY DUTY PAVING SECTION NTS w O V)V) li 0 -j cn ``77 1 Q 0 cr- J Q W Y z U V)W 'o/^� V J of z _j LCCV G CLi Z _I LaHLd W 0 ti\V�tf\��\vv\yti/�tijwE/' A` \�V PROJECT N0. \9" CRUSHED AGGREGATE BASE COUFZ -`-.7 2002-007 8 (MIN) COMPACTED SUBGRADE TO STANDARD PROCTOR DENSITY. TYPICAL HEAVY DUTY PAVING SECTION NTS