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Home My WebLink AboutZ-5723-C Map 6---- * I rr i T cmc j 61 X65 scpl ---Im I INSfXLL NEW RAMP Room / 405 a i IO � Qs, s, r Entergy Arkansas (Electric) Little Rock, AR 72201 m Or P.O. Box 1789 �J 1rn O m I D i Address #9 Entergy Court z CO 2 I Comcast Cablevision of Arkansas �o ►m Reliant Energy/ARKLA (Gas) Phone (501) c> - Phone 1-501-377-4661 C17 <m im D r Ir I Phone (501) 688-1420 C O ® Little Rods. AR 72202 ---a--* --- > T, c XIS 1 G I m r tnl GRA7ED INLET � I � > LIGHT PALE - 7 IN UNE LAw {Fe{i rmrt ® ii6 TRAFFIC ® SETTER MANHOLE 4f iSIGNS it I 4b . w WATER VALVE AREA 70 B£ OW9XAYED 00 Ei D m r z m , C � s r \ 3' ASPHALTIC SURFACE COURSE \ 8' CRUSHED STONE(SB-2) BASE COURSE O 100% MODIFIED PROCTO! DENSITY 8' COMPACTED SUBGRADE AT 1001 MODIFIED PROCTOR DENSITY Fj 0 F1t9'x1 NOTE: CONTRACTOR TO MAINTAIN ACCESS TO REAR SERVICE AREA AT ALL TiMES. PAVEMENT SECTION Y ASPHALTIC SURFACE COURSE NOTE IT MAYBE NECESSARY TO MILL EXISTING PAVEMENT TO MEET PLAN GRADES CONFIRM THAT AT LEAST B" COMPACTED GRAVEL SUBGRADE IS PRESENT AND COMPACT TO 100% MODIFIED PROCTOR DENSITY ROCKWOOD RETAINING WALL RE: GRADING PLAN AND DETAIL SHEET NEW CURB & \ GUTTER TYP. 70 A REMOVE CURB AND PAVEMENT AS CJi (n NECESSARY TO CONSTRUCT IMPROVEMENTS AND 00 24-9'x18' SPACES INSTALL VALLEY Z) GUTTER AS SHOWN 3HO NOON ANO � X � llllllllll ❑ N�zj �y ECHO l l l l l l lnz l l ---------___ o ______--_ 1 1 1 1 1 �l-9l IIH 0 c I X, C, +� I � I i ® I cnt c, 12 i �c IS .9� • .9� 1 I 7 I yJ' I I I Z O O SURVEYOR'S NOTES:, THIS PROPERTY IS ZONED; R-2 (zoning) BUILDING SETBACKS ARE AS FOLLOWS: FRONT- 25' SIDE: B' MAX. (err NOT LESS THAN 10% AVERAGE LOT WIDTH) REAR: 25' ALL CURB DIMENSIONS ARE TO THE TOP BACK OF CURB UNLESS NOTED OTHERWISE ALL AREAS OF ASPHALT AND CURB d: GUTiER ARE IN 'FAIR- CONDITION (UNLESS NOTED OTHERWISE). BASIS OF BEARINGS: ARKANSAS STATE PLANE VERTICAL CONTROL: NGVD29 THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES .T14AT 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. / 0)1- 9� ti FS c X6, / N \ � CTI UTUTY CONTACTS Southwestern Bell IRAN f-WIPIP£ FOUND I rr i T cmc j 61 X65 scpl ---Im I INSfXLL NEW RAMP Room / 405 Phones (501) 377-1222 i Fax: (501) 377-1287 Qs, s, r Entergy Arkansas (Electric) Little Rock, AR 72201 �O Or P.O. Box 1789 �J 1rn O m I D i Address #9 Entergy Court sEW7? CO 2 I Comcast Cablevision of Arkansas — UGT — F_ m I Reliant Energy/ARKLA (Gas) Phone (501) IV WATER Phone 1-501-377-4661 C17 <m im Address: 1515 East 15th St Contact Mr. Rids Simmons. Engineering Dept. I Phone (501) 688-1420 C ICo ® Little Rods. AR 72202 ---a--* --- > T, c XIS 1 G I s r \ 3' ASPHALTIC SURFACE COURSE \ 8' CRUSHED STONE(SB-2) BASE COURSE O 100% MODIFIED PROCTO! DENSITY 8' COMPACTED SUBGRADE AT 1001 MODIFIED PROCTOR DENSITY Fj 0 F1t9'x1 NOTE: CONTRACTOR TO MAINTAIN ACCESS TO REAR SERVICE AREA AT ALL TiMES. PAVEMENT SECTION Y ASPHALTIC SURFACE COURSE NOTE IT MAYBE NECESSARY TO MILL EXISTING PAVEMENT TO MEET PLAN GRADES CONFIRM THAT AT LEAST B" COMPACTED GRAVEL SUBGRADE IS PRESENT AND COMPACT TO 100% MODIFIED PROCTOR DENSITY ROCKWOOD RETAINING WALL RE: GRADING PLAN AND DETAIL SHEET NEW CURB & \ GUTTER TYP. 70 A REMOVE CURB AND PAVEMENT AS CJi (n NECESSARY TO CONSTRUCT IMPROVEMENTS AND 00 24-9'x18' SPACES INSTALL VALLEY Z) GUTTER AS SHOWN 3HO NOON ANO � X � llllllllll ❑ N�zj �y ECHO l l l l l l lnz l l ---------___ o ______--_ 1 1 1 1 1 �l-9l IIH 0 c I X, C, +� I � I i ® I cnt c, 12 i �c IS .9� • .9� 1 I 7 I yJ' I I I Z O O SURVEYOR'S NOTES:, THIS PROPERTY IS ZONED; R-2 (zoning) BUILDING SETBACKS ARE AS FOLLOWS: FRONT- 25' SIDE: B' MAX. (err NOT LESS THAN 10% AVERAGE LOT WIDTH) REAR: 25' ALL CURB DIMENSIONS ARE TO THE TOP BACK OF CURB UNLESS NOTED OTHERWISE ALL AREAS OF ASPHALT AND CURB d: GUTiER ARE IN 'FAIR- CONDITION (UNLESS NOTED OTHERWISE). BASIS OF BEARINGS: ARKANSAS STATE PLANE VERTICAL CONTROL: NGVD29 THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES .T14AT 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. / 0)1- 9� ti FS c X6, / N \ � CTI UTUTY CONTACTS Southwestern Bell IRAN f-WIPIP£ FOUND CO 61 X65 scpl ---Im I INSfXLL NEW RAMP s r \ 3' ASPHALTIC SURFACE COURSE \ 8' CRUSHED STONE(SB-2) BASE COURSE O 100% MODIFIED PROCTO! DENSITY 8' COMPACTED SUBGRADE AT 1001 MODIFIED PROCTOR DENSITY Fj 0 F1t9'x1 NOTE: CONTRACTOR TO MAINTAIN ACCESS TO REAR SERVICE AREA AT ALL TiMES. PAVEMENT SECTION Y ASPHALTIC SURFACE COURSE NOTE IT MAYBE NECESSARY TO MILL EXISTING PAVEMENT TO MEET PLAN GRADES CONFIRM THAT AT LEAST B" COMPACTED GRAVEL SUBGRADE IS PRESENT AND COMPACT TO 100% MODIFIED PROCTOR DENSITY ROCKWOOD RETAINING WALL RE: GRADING PLAN AND DETAIL SHEET NEW CURB & \ GUTTER TYP. 70 A REMOVE CURB AND PAVEMENT AS CJi (n NECESSARY TO CONSTRUCT IMPROVEMENTS AND 00 24-9'x18' SPACES INSTALL VALLEY Z) GUTTER AS SHOWN 3HO NOON ANO � X � llllllllll ❑ N�zj �y ECHO l l l l l l lnz l l ---------___ o ______--_ 1 1 1 1 1 �l-9l IIH 0 c I X, C, +� I � I i ® I cnt c, 12 i �c IS .9� • .9� 1 I 7 I yJ' I I I Z O O SURVEYOR'S NOTES:, THIS PROPERTY IS ZONED; R-2 (zoning) BUILDING SETBACKS ARE AS FOLLOWS: FRONT- 25' SIDE: B' MAX. (err NOT LESS THAN 10% AVERAGE LOT WIDTH) REAR: 25' ALL CURB DIMENSIONS ARE TO THE TOP BACK OF CURB UNLESS NOTED OTHERWISE ALL AREAS OF ASPHALT AND CURB d: GUTiER ARE IN 'FAIR- CONDITION (UNLESS NOTED OTHERWISE). BASIS OF BEARINGS: ARKANSAS STATE PLANE VERTICAL CONTROL: NGVD29 THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES .T14AT 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. / 0)1- 9� ti FS c X6, / N \ � CTI UTUTY CONTACTS Southwestern Bell IRAN f-WIPIP£ FOUND I Little Rods Municipal Waterworks — Water DepL i Contact Ms. Marie Dugan Room / 405 Phones (501) 377-1222 i Fax: (501) 377-1287 I s• s. I s Entergy Arkansas (Electric) Little Rock, AR 72201 i Or P.O. Box 1789 e4 Little Rock, AR 72203 Address #9 Entergy Court sEW7? . Comcast Cablevision of Arkansas — UGT — i Reliant Energy/ARKLA (Gas) Phone (501) Contact: Mr. Chris Cathey WATER Phone 1-501-377-4661 Little Rods Municipal Waterworks — Wastewater Address: 1515 East 15th St Contact Mr. Rids Simmons. Engineering Dept. •INSTALL Phone (501) 688-1420 C Address: 221 E. Capitol Ave. ® Little Rods. AR 72202 ---a--* --- mills X i '/ M20D FENOE GRA7ED INLET GAS ME7DR GUY HIRE > LIGHT PALE - 7 IN UNE LAw {Fe{i LIGHT POLE - 2 LAMPS ® ii6 TRAFFIC ® SETTER MANHOLE 4f iSIGNS it I 4b . w WATER VALVE AREA 70 B£ OW9XAYED s r \ 3' ASPHALTIC SURFACE COURSE \ 8' CRUSHED STONE(SB-2) BASE COURSE O 100% MODIFIED PROCTO! DENSITY 8' COMPACTED SUBGRADE AT 1001 MODIFIED PROCTOR DENSITY Fj 0 F1t9'x1 NOTE: CONTRACTOR TO MAINTAIN ACCESS TO REAR SERVICE AREA AT ALL TiMES. PAVEMENT SECTION Y ASPHALTIC SURFACE COURSE NOTE IT MAYBE NECESSARY TO MILL EXISTING PAVEMENT TO MEET PLAN GRADES CONFIRM THAT AT LEAST B" COMPACTED GRAVEL SUBGRADE IS PRESENT AND COMPACT TO 100% MODIFIED PROCTOR DENSITY ROCKWOOD RETAINING WALL RE: GRADING PLAN AND DETAIL SHEET NEW CURB & \ GUTTER TYP. 70 A REMOVE CURB AND PAVEMENT AS CJi (n NECESSARY TO CONSTRUCT IMPROVEMENTS AND 00 24-9'x18' SPACES INSTALL VALLEY Z) GUTTER AS SHOWN 3HO NOON ANO � X � llllllllll ❑ N�zj �y ECHO l l l l l l lnz l l ---------___ o ______--_ 1 1 1 1 1 �l-9l IIH 0 c I X, C, +� I � I i ® I cnt c, 12 i �c IS .9� • .9� 1 I 7 I yJ' I I I Z O O SURVEYOR'S NOTES:, THIS PROPERTY IS ZONED; R-2 (zoning) BUILDING SETBACKS ARE AS FOLLOWS: FRONT- 25' SIDE: B' MAX. (err NOT LESS THAN 10% AVERAGE LOT WIDTH) REAR: 25' ALL CURB DIMENSIONS ARE TO THE TOP BACK OF CURB UNLESS NOTED OTHERWISE ALL AREAS OF ASPHALT AND CURB d: GUTiER ARE IN 'FAIR- CONDITION (UNLESS NOTED OTHERWISE). BASIS OF BEARINGS: ARKANSAS STATE PLANE VERTICAL CONTROL: NGVD29 THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES .T14AT 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. / 0)1- 9� ti FS c X6, / N \ � CTI UTUTY CONTACTS Southwestern Bell IRAN f-WIPIP£ FOUND I Little Rods Municipal Waterworks — Water DepL i Contact Ms. Marie Dugan Room / 405 Phones (501) 377-1222 i Fax: (501) 377-1287 I s• s. I s Entergy Arkansas (Electric) Little Rock, AR 72201 i Or P.O. Box 1789 e4 Little Rock, AR 72203 Address #9 Entergy Court sEW7? . Comcast Cablevision of Arkansas — UGT — i Reliant Energy/ARKLA (Gas) Phone (501) Contact: Mr. Chris Cathey WATER Phone 1-501-377-4661 Little Rods Municipal Waterworks — Wastewater Address: 1515 East 15th St Contact Mr. Rids Simmons. Engineering Dept. s• Phone (501) 688-1420 C Address: 221 E. Capitol Ave. ® Little Rods. AR 72202 ---a--* --- mills X NEE, MI'm M20D FENOE s r \ 3' ASPHALTIC SURFACE COURSE \ 8' CRUSHED STONE(SB-2) BASE COURSE O 100% MODIFIED PROCTO! DENSITY 8' COMPACTED SUBGRADE AT 1001 MODIFIED PROCTOR DENSITY Fj 0 F1t9'x1 NOTE: CONTRACTOR TO MAINTAIN ACCESS TO REAR SERVICE AREA AT ALL TiMES. PAVEMENT SECTION Y ASPHALTIC SURFACE COURSE NOTE IT MAYBE NECESSARY TO MILL EXISTING PAVEMENT TO MEET PLAN GRADES CONFIRM THAT AT LEAST B" COMPACTED GRAVEL SUBGRADE IS PRESENT AND COMPACT TO 100% MODIFIED PROCTOR DENSITY ROCKWOOD RETAINING WALL RE: GRADING PLAN AND DETAIL SHEET NEW CURB & \ GUTTER TYP. 70 A REMOVE CURB AND PAVEMENT AS CJi (n NECESSARY TO CONSTRUCT IMPROVEMENTS AND 00 24-9'x18' SPACES INSTALL VALLEY Z) GUTTER AS SHOWN 3HO NOON ANO � X � llllllllll ❑ N�zj �y ECHO l l l l l l lnz l l ---------___ o ______--_ 1 1 1 1 1 �l-9l IIH 0 c I X, C, +� I � I i ® I cnt c, 12 i �c IS .9� • .9� 1 I 7 I yJ' I I I Z O O SURVEYOR'S NOTES:, THIS PROPERTY IS ZONED; R-2 (zoning) BUILDING SETBACKS ARE AS FOLLOWS: FRONT- 25' SIDE: B' MAX. (err NOT LESS THAN 10% AVERAGE LOT WIDTH) REAR: 25' ALL CURB DIMENSIONS ARE TO THE TOP BACK OF CURB UNLESS NOTED OTHERWISE ALL AREAS OF ASPHALT AND CURB d: GUTiER ARE IN 'FAIR- CONDITION (UNLESS NOTED OTHERWISE). BASIS OF BEARINGS: ARKANSAS STATE PLANE VERTICAL CONTROL: NGVD29 THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES .T14AT 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. / 0)1- 9� ti FS c X6, / N \ � CTI UTUTY CONTACTS Southwestern Bell IRAN f-WIPIP£ FOUND Contact: Mr. Ron Anderson, Supervisor Engiieerl g Dept Little Rods Municipal Waterworks — Water DepL Address: 1111W. Capitol Ave Contact Ms. Marie Dugan Room / 405 Phones (501) 377-1222 Uttle Rock. AR 72201 Fax: (501) 377-1287 Address 221 E Capital Ave. Entergy Arkansas (Electric) Little Rock, AR 72201 Contact: Ms. Wendy Henderson Or P.O. Box 1789 Phone (501) 954-5166 Little Rock, AR 72203 Address #9 Entergy Court sEW7? Little Rock, AR 72211 Comcast Cablevision of Arkansas — UGT — Contact Mr. Welch Myron57000 Reliant Energy/ARKLA (Gas) Phone (501) Contact: Mr. Chris Cathey WATER Phone 1-501-377-4661 Little Rods Municipal Waterworks — Wastewater Address: 1515 East 15th St Contact Mr. Rids Simmons. Engineering Dept. Little Rods, AR 72202 Phone (501) 688-1420 C Address: 221 E. Capitol Ave. ® Little Rods. AR 72202 THIS PROPERTY IS NOT LOCATED WITHIN ANY PRESENTLY ESTABUSHED 100—YEAR FLOOD PLAIN, AS I EIERMINED BY THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP FOR PULASKI COUNTY. UTTLE ROC( AND 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 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. AREA TO BE OVERLAYED SHOWN *** REGISTERED PROFESSIONAL ENGINEER ERNEST J. PETERS J No. 4662 LYNN cn 2 t N WEST MARKHAM III! i STREET VICINITY MAP NOT TO SCALE I * GRAPHIC SCALE 20 a 10 20 40 (IN FEET) 1" (INCH) = 20' (FEET) LITTLE SCHOOL ? �Ppf-'C' 11 p� / ROCK DISTRICT TERRY NTARY DESIGNED BY: EJP BUS DRIVEWAY SCALE. 1---20- DRAWN —20DRAWN BY: MB AND SHEET NO. CHECKED BY: EJP PARKING 2 DATE: 6-14-06 PROJ. NO: P-736-29 PETERS & ASSOCIATES I ENGINEERS, INC. • Crm ! TJ3AFm ANGINIUmmR. It . P.O. Boz 21698 (601) 226-0600 1 rTEX BOCK. ARKANSAS 72221 IRAN f-WIPIP£ FOUND IRAN PIN SET BOUNDARY LINE --- RIGHT OF WAY LINE — Bt&DING sE7BACYC LINE STORM DRAW — X G— GAS — AHE — OVERHEAD ELEC7RIC — AVT — OWERHEAD 7II EPHOIV£ —Xs— sEW7? — UGE — UNDERGROUND ELEC7RIC — UGT — UNDERGROUND TELEPHONE — FD — FIBER--Ownc 7ELEPHOw£ —X -W— WATER 7XIEE UNE BENCHMARK b FIRE HYDRANT C CLAN OUT ® DRAINAGE• MANHOLE/GR S7RUC7U/dE ---a--* --- ChAINLINK FENc£ X INR£ FEN E M20D FENOE GRA7ED INLET GAS ME7DR GUY HIRE > LIGHT PALE - 7 IN UNE LAw {Fe{i LIGHT POLE - 2 LAMPS ® MAILBOX arae ® SETTER MANHOLE 4f .SERWor pax it UTEITY PIX£ 4b WA7£R METER w WATER VALVE AREA 70 B£ OW9XAYED LITTLE SCHOOL ? �Ppf-'C' 11 p� / ROCK DISTRICT TERRY NTARY DESIGNED BY: EJP BUS DRIVEWAY SCALE. 1---20- DRAWN —20DRAWN BY: MB AND SHEET NO. CHECKED BY: EJP PARKING 2 DATE: 6-14-06 PROJ. NO: P-736-29 PETERS & ASSOCIATES I ENGINEERS, INC. • Crm ! TJ3AFm ANGINIUmmR. It . P.O. Boz 21698 (601) 226-0600 1 rTEX BOCK. ARKANSAS 72221