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Home My WebLink AboutZ-5723-C Map 7I C") ) I U, C") O IF - p O f� M O0 i I`T' M y 00 � I I I I I � I I I 1 I I i I , I 1 I I INSTALL - US TRAFFIC ONLY - SIGNS 1 3' ASPHALTIC SURFACE COURSEN,,. 8' CRUSHED STONE(SB-2) BASE COURSE O 1OOX MODIFIED PROCTOR DENSITY \ W COMPACTED SUBGRADE AT 1DOX MODIFIED PROCTOR DENSITY —' � NOTE: CONTRACTOR TO MAINTAIN ACCESS TO REAR SERVICE AREA AT ALL TIMES. . �•'. ice!. �T. �.. �., — .I PAVEMENT SECTION NOTE IT MAYBE NECESSARY TO MILL EXISTING PAVEMENT TO MEET PLAN GRADES CONFIRM THAT AT LEAST 8' COMPACTED GRAVEL SUBGRADE IS PRESENT AND COMPACT TO 1005 MODIFIED PROCTOR DENSITY ROCKWOOD RETAINING WALL RE: GRADING PLAN AND DETAIL SHEET NEW CURB & O \ GUTTER TYP. REMOVE CURB AND PAVEMENT AS 01 NECESSARY TO CONSTRUCT 1 ' IMPROVEMENTS AND 1 CO 24-9'x18' INSTALL VALLEY SPACES GUTTER AS SHOWN :TJ NO 0 -3NO -P0 19.0 "� � 3H0 SPACES a Z �� ENCE 1 l 1 l l l ll�l l 11 � I ��o < y S \` AV Cb OD Ate 41 W N y L RFs Ohh \ \ 9 {\ i C) X0 �� L c�cl 2 �c x`30 S ,0 7 I / N j O Z O = zsz CI, SURVEYOR'S NOTES- UTILITY CONTACTS Southwestern Bell THIS PROPERTY IS ZONED: R-2 (zoning) Contact Mr. Ron Anderson, Supervisor Engifewhg Dept Little Rods Municipal Waterworks — Water Dept BUILDING SETBACKS ARE AS FOLLOWS: Address 1111W. Capitol Ave Contact Ma Marie Dugan Roam / 405 Phone: (501) 377-1222 FRONT: 25' Little Rods AR 72201 Fax: (501) 377-1287 Address: 221 E Capitol Ave. SIDE 8' MAX. (or NOT LESS THAN IOX AVERAGE LOT WIDTH) Entergy Arkansas (Electric) Little Rock, AR 72201 Contact Ms. Wendy Henderson Or P.O. Box 1789 REAR: 25' Phone: (501) 954-5166 Little Rock, AR 72203 Address: #9 Entergy Court ALL CURB DIMENSIONS ARE TO THE TOP BACK OF CURB Little Rods, AR 77211 Comcast Cablevision of Arkansas UNLESS NOTED OTHERWISE. Contact Mr. Myron Welch ALL AREAS OF ASPHALT AND CURB N@ GUTTER ARE IN Reliant Energy/ARKLA (Gas) Phone: (501) 376-5700 UNLESS NOTED OTHERWISE). Contact Mr. Chris Cathey FAIR' CONDITION ( ) Phone: 1-501-377-4661 Little Rods Municipal Waterworks — Wastewater BASIS OF BEARINGS ARKANSAS STATE PLANE Address: 1515 East 15th St Contact Mr. Rick Simmons, Engineering Dept VERTICAL CONTROL. NGVD29 Little Rack, AR 72202 Phone: (501) 688-1420 Address: 221 E Capitol Ave. Little Rods, AR 72202 THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION. AND EXISTING DRAWINGS. THE SURVEYORMAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. THIS PROPERTY IS NOT LOCATED WITHIN ANY PRESENTLY ESTABLISHED 100 -YEAR FLOOD PLAN, AS DETERMINED BY THE NATIONAL FLOOD INSURANCE PROGRAM, FLDOD INSURANCE RATE MAP FOR PULASKI COUNTY, UTTLE ROCK *0 INCORPORATED AREAS. MAP NUMBER: 050181 0006 E REVISED DATE NOV. 3,1993 INSTALL 4' HIGH CHAINLINK FENCE ABOVE RETAINING WALL CONTRACTOR TO COORDINATE POLE RELOCATION WITH UTILITY COMPANY. POLE SHOULD BE NO CLOSER THAN 8' TO BUS TURNAROUND LIMITS TERMINATE CURB AT EXISTING PAVEMENT EDGE INSTALL 3' WIDE FLUME AREA TO BE OVERLAYED A5 SHOWN \\ /RAN PON/P/PE FOUND I tt I 1 cmc 1 /RAN P/N SET �s21 --- RAHW/T OF WAY UNE c� r _r Z � CO =oz q? 0 I < � O — AHT — DS I — X'S— > — UGE — rm D D — UGT — M> I — FO — F78ER-42P7/C 1ELEPHAVE I� WA7ER <rn �� B£NCNA/ARK 1 RRE HYDRANT C ID ' DRNNAGE A/ANHACE/OMP SMW7Ul?E XfST 1�G i R X x — o--o—� e/ � 6RA7ED ALET 0 —Oi 6s S81 INST/kLL NEW RAMP 7Qt U&VT PALE — f /N LONE LAW } I INSTALL - US TRAFFIC ONLY - SIGNS 1 3' ASPHALTIC SURFACE COURSEN,,. 8' CRUSHED STONE(SB-2) BASE COURSE O 1OOX MODIFIED PROCTOR DENSITY \ W COMPACTED SUBGRADE AT 1DOX MODIFIED PROCTOR DENSITY —' � NOTE: CONTRACTOR TO MAINTAIN ACCESS TO REAR SERVICE AREA AT ALL TIMES. . �•'. ice!. �T. �.. �., — .I PAVEMENT SECTION NOTE IT MAYBE NECESSARY TO MILL EXISTING PAVEMENT TO MEET PLAN GRADES CONFIRM THAT AT LEAST 8' COMPACTED GRAVEL SUBGRADE IS PRESENT AND COMPACT TO 1005 MODIFIED PROCTOR DENSITY ROCKWOOD RETAINING WALL RE: GRADING PLAN AND DETAIL SHEET NEW CURB & O \ GUTTER TYP. REMOVE CURB AND PAVEMENT AS 01 NECESSARY TO CONSTRUCT 1 ' IMPROVEMENTS AND 1 CO 24-9'x18' INSTALL VALLEY SPACES GUTTER AS SHOWN :TJ NO 0 -3NO -P0 19.0 "� � 3H0 SPACES a Z �� ENCE 1 l 1 l l l ll�l l 11 � I ��o < y S \` AV Cb OD Ate 41 W N y L RFs Ohh \ \ 9 {\ i C) X0 �� L c�cl 2 �c x`30 S ,0 7 I / N j O Z O = zsz CI, SURVEYOR'S NOTES- UTILITY CONTACTS Southwestern Bell THIS PROPERTY IS ZONED: R-2 (zoning) Contact Mr. Ron Anderson, Supervisor Engifewhg Dept Little Rods Municipal Waterworks — Water Dept BUILDING SETBACKS ARE AS FOLLOWS: Address 1111W. Capitol Ave Contact Ma Marie Dugan Roam / 405 Phone: (501) 377-1222 FRONT: 25' Little Rods AR 72201 Fax: (501) 377-1287 Address: 221 E Capitol Ave. SIDE 8' MAX. (or NOT LESS THAN IOX AVERAGE LOT WIDTH) Entergy Arkansas (Electric) Little Rock, AR 72201 Contact Ms. Wendy Henderson Or P.O. Box 1789 REAR: 25' Phone: (501) 954-5166 Little Rock, AR 72203 Address: #9 Entergy Court ALL CURB DIMENSIONS ARE TO THE TOP BACK OF CURB Little Rods, AR 77211 Comcast Cablevision of Arkansas UNLESS NOTED OTHERWISE. Contact Mr. Myron Welch ALL AREAS OF ASPHALT AND CURB N@ GUTTER ARE IN Reliant Energy/ARKLA (Gas) Phone: (501) 376-5700 UNLESS NOTED OTHERWISE). Contact Mr. Chris Cathey FAIR' CONDITION ( ) Phone: 1-501-377-4661 Little Rods Municipal Waterworks — Wastewater BASIS OF BEARINGS ARKANSAS STATE PLANE Address: 1515 East 15th St Contact Mr. Rick Simmons, Engineering Dept VERTICAL CONTROL. NGVD29 Little Rack, AR 72202 Phone: (501) 688-1420 Address: 221 E Capitol Ave. Little Rods, AR 72202 THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION. AND EXISTING DRAWINGS. THE SURVEYORMAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. THIS PROPERTY IS NOT LOCATED WITHIN ANY PRESENTLY ESTABLISHED 100 -YEAR FLOOD PLAN, AS DETERMINED BY THE NATIONAL FLOOD INSURANCE PROGRAM, FLDOD INSURANCE RATE MAP FOR PULASKI COUNTY, UTTLE ROCK *0 INCORPORATED AREAS. MAP NUMBER: 050181 0006 E REVISED DATE NOV. 3,1993 INSTALL 4' HIGH CHAINLINK FENCE ABOVE RETAINING WALL CONTRACTOR TO COORDINATE POLE RELOCATION WITH UTILITY COMPANY. POLE SHOULD BE NO CLOSER THAN 8' TO BUS TURNAROUND LIMITS TERMINATE CURB AT EXISTING PAVEMENT EDGE INSTALL 3' WIDE FLUME AREA TO BE OVERLAYED A5 SHOWN \\ NOTES: 1. ALL PAVEMENT MARKINGS SHALL BE WHITE IN COLOR EXCEPT WHERE OTHERWISE NOTED. 2. THE ENGINEER SHALL APPROVE ALL PAVEMENT MARKING MATERIALS. 3. ALL STREETS, DRIVES, WALKS, DRAINAGE STRUCTURES, FENCES, UTILITIES, ETC.. THAT ARE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL OR BETTER CONDITION USING LIKE MATERIALS. COST OF SUCH REPAIRS SHALL BE BORNE BY THE CONTRACTOR UNLESS PROVISION FOR PAYMENT IS MADE IN THE PROPOSAL. 4. ALL PARKING STALL MARKINGS ARE TO BE 4" SOLID WHITE. 5. ALL SIGN POSTS TO BE STANDARD CHANNEL STEEL 2# PER L.F.. 6. ALL MARKINGS AND SIGNS SHALL COMPLY WITH THE SPECIFICATIONS AND TO REQUIREMENTS SET OUT IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 7. ACCURACY OF EXISTING CONTOURS IS NOT GUARANTEED. CONTRACTOR RESPONSIBLE FOR VERIFICATION OF EXISTING GRADES. 8. CONTRACTOR TO FIELD VERIFY DEPTHS AND SIZES OF EXISTING UTILITIES TO BE CROSSED PRIOR TO LAYING NEW LINES, OR EXCAVATING. CONTRACTOR SHALL NOT SUBMIT CLAIM FOR EXTRA WORK PERFORMED FOR LAYING NEW LINES THAT CONFLICT WITH EXISTING UTILITIES WHICH WERE NOT VERIFIED PRIOR TO NEW WORK. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY POTENTIAL CONFLICTS. 9. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 10. REFERENCE THE DETAIL ON THIS SHEET FOR THE PAVEMENT SECTION. 11. CONTRACTOR IS TO MAINTAIN TRAFFIC ON EXISTING DRIVE DURING NORMAL FACILITY WORKING HOURS. 12. ALL WORK IS TO BE DONE IN ACCORDANCE WITH CITY OF LITTLE ROCK SPECIFICATIONS AND STANDARD DETAILS. 13. RELOCATE EXISTING SIGNS WITHIN CONSTRUCTION AREA AND REPLACE THEM WHEN CONSTRUCTION IS COMPLETE ACCORDING TO UTILITY COMPANY LOCATIONS/RECOMMENDATIONS. *** REGISTERED PROFESSIONAL ENGINEER ERNEST J. PETERS No, No. 4682 00 LEGEND: t ti WEST MARKHAM Jill I STREET VICINITY MAP NOT TO SCALE I * GRAPHIC SCALE m o 10 2D a (IN FEET) I" (INCH) = 20' (FEES /RAN PON/P/PE FOUND /RAN P/N SET BOUNDARY SONE --- RAHW/T OF WAY UNE — — _r Z � —XG— =oz — ONE — � O — AHT — p m �M.. — X'S— > — UGE — rm D D NOTES: 1. ALL PAVEMENT MARKINGS SHALL BE WHITE IN COLOR EXCEPT WHERE OTHERWISE NOTED. 2. THE ENGINEER SHALL APPROVE ALL PAVEMENT MARKING MATERIALS. 3. ALL STREETS, DRIVES, WALKS, DRAINAGE STRUCTURES, FENCES, UTILITIES, ETC.. THAT ARE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL OR BETTER CONDITION USING LIKE MATERIALS. COST OF SUCH REPAIRS SHALL BE BORNE BY THE CONTRACTOR UNLESS PROVISION FOR PAYMENT IS MADE IN THE PROPOSAL. 4. ALL PARKING STALL MARKINGS ARE TO BE 4" SOLID WHITE. 5. ALL SIGN POSTS TO BE STANDARD CHANNEL STEEL 2# PER L.F.. 6. ALL MARKINGS AND SIGNS SHALL COMPLY WITH THE SPECIFICATIONS AND TO REQUIREMENTS SET OUT IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 7. ACCURACY OF EXISTING CONTOURS IS NOT GUARANTEED. CONTRACTOR RESPONSIBLE FOR VERIFICATION OF EXISTING GRADES. 8. CONTRACTOR TO FIELD VERIFY DEPTHS AND SIZES OF EXISTING UTILITIES TO BE CROSSED PRIOR TO LAYING NEW LINES, OR EXCAVATING. CONTRACTOR SHALL NOT SUBMIT CLAIM FOR EXTRA WORK PERFORMED FOR LAYING NEW LINES THAT CONFLICT WITH EXISTING UTILITIES WHICH WERE NOT VERIFIED PRIOR TO NEW WORK. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY POTENTIAL CONFLICTS. 9. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 10. REFERENCE THE DETAIL ON THIS SHEET FOR THE PAVEMENT SECTION. 11. CONTRACTOR IS TO MAINTAIN TRAFFIC ON EXISTING DRIVE DURING NORMAL FACILITY WORKING HOURS. 12. ALL WORK IS TO BE DONE IN ACCORDANCE WITH CITY OF LITTLE ROCK SPECIFICATIONS AND STANDARD DETAILS. 13. RELOCATE EXISTING SIGNS WITHIN CONSTRUCTION AREA AND REPLACE THEM WHEN CONSTRUCTION IS COMPLETE ACCORDING TO UTILITY COMPANY LOCATIONS/RECOMMENDATIONS. *** REGISTERED PROFESSIONAL ENGINEER ERNEST J. PETERS No, No. 4682 00 LEGEND: t ti WEST MARKHAM Jill I STREET VICINITY MAP NOT TO SCALE I * GRAPHIC SCALE m o 10 2D a (IN FEET) I" (INCH) = 20' (FEES fi�.ej L4� A4 Q' Q to LITTLE ROCK SCHOOL DISTRICT TERRY EMENTARY DESIGNED BY: EJP BUS DRIVEWAY Ste: 1"=20' DRAWN BY: MB AND SHEET NO. CHECKED BY: EJP PARKING 2 DATE: 6-14-06 PROJ. NO: P-736-29 PETERS & ASSOCIATES IENGINEERS, INC. P.O. Boz 21888 (501) 225-0500 ILI1177.E ROCK, ABHANSAS 72221 /RAN PON/P/PE FOUND /RAN P/N SET BOUNDARY SONE --- RAHW/T OF WAY UNE — — BU/LD/NG SETBACK L/N£ S7ARM DRAW —XG— GAS — ONE — OVERHEAD aEC7MC — AHT — OVERHEAD TEEEPHAVE — X'S— SETTER — UGE — UNDERGROUND ELEC7R/C — UGT — UNDERGROUND 7ELEPHOW — FO — F78ER-42P7/C 1ELEPHAVE —,Y'W— WA7ER TREE UNE B£NCNA/ARK d RRE HYDRANT C CLEAN AUT ® DRNNAGE A/ANHACE/OMP SMW7Ul?E --o--o— c1VA/NLhVK FEVCr X x — o--o—� IWRE FENCE HOOD FENCE 6RA7ED ALET GAS A1E7ER GUY HIRE 7Qt U&VT PALE — f /N LONE LAW } L/GY/T POLE — 2 LAMPS ® MAILBOX s/av ® SEN£R MANNALE p7 SERW E PALE U77U7Y PALE �. W917ER ME7ER N WA 7D? VAL VF AREA 70 BE OVERREAMED fi�.ej L4� A4 Q' Q to LITTLE ROCK SCHOOL DISTRICT TERRY EMENTARY DESIGNED BY: EJP BUS DRIVEWAY Ste: 1"=20' DRAWN BY: MB AND SHEET NO. CHECKED BY: EJP PARKING 2 DATE: 6-14-06 PROJ. NO: P-736-29 PETERS & ASSOCIATES IENGINEERS, INC. P.O. Boz 21888 (501) 225-0500 ILI1177.E ROCK, ABHANSAS 72221