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Home My WebLink AboutZ-4953-C Map 11EX. $" S.S. (PUDLI 15' U.E. DOC. NO. 2011004648 FUTURE SIGN EX. GRATE INLET TOP=392.97 ti EX. SS MANHOLE TOP=393.26 FL=384.80 EX. DRIVE PROPERTY EX. CONCRETE PVMT: T WATEIR' LIGHT (TYP.) \\ -o 2.5X2.5' GIN-, BY LANDLORD TOP=393.05 o FL=388.28 \Lc� f {� tr � 1 r� 1 N i rI ! �I I 0 TELE. VAULT BY LANDLORD <Z/'. ) ( 0 r- n� LIMITS OF CONSTRUCTION AREA .J 2X2' GI BY q LANDLORD ! i AT&T TOP=393.56 FL=389.56 I F.F. 395.10 NECT CONTO 8" SD FL 8"= 390.00 0� k ,c) I INSTALL DRAIN BASIN C. 0 �� W112- DIA. DOME GRATE if TDP=394.20 FL 8"=391.85 FL 6"=392.05 FL 8" S.D. = 392.60 REFER TO BLDG. PLUMBING PLAN FOR EXTENSION TO BLDG. ✓�J �� INSTALL 4"; \\ FL 4" SS= 391.31 SDR -26' REFER TO BLDG. PLUMBING PVC @ 2.07. \- SD 5. PLAN FOR EXTENSION TO BLDG. - SS - INSTALL DRAIN BASIN 1 6" ADS n W/6" DIA. DOME GRATE ® I.0% TOP= 394.70 I< FL 6"= 392.45 CONNECT TO 4" S.S. FL 4"= 390.97 a L m CONNECT TO 1" TYPE 'K' Cu_ - CLEANOUT DIA DIAMETER DOM. WATER SERVICE _ 6" ADS " DUCTILE IRON PIPE DW DOMESTIC WATER MH i v INSTALL 1 DOM. ® 1 % " GUTTER GI GRATE INLET p 5 WATER SERVICE INSTALL DRAIN BASIN POWER POLE PVC POLYVINYL CHLORIDE PIPE RCP L�f : W/6" DIA. DOME GRATE SO L SS SANITARY SEWER INSTALL DRAIN BASINTOP= 394.30 INSTALL DRAIN BASIN W/6" DIA. DOME GRATE W/6" DOME GRATE FL 6"= 392.80 TOP OF CURB TW TOP OF WALL UE DIA. / TOP= 394.60 TOP= 394.70 FL 6"= 392.25 LIGHT POLE BY FL 6= 392.65 TIT" I ISI/I LANDLORD (TYP.) 4.� 1 RET WALL \\ -o 2.5X2.5' GIN-, BY LANDLORD TOP=393.05 o FL=388.28 \Lc� f {� tr � 1 r� 1 N i rI ! �I I 0 TELE. VAULT BY LANDLORD <Z/'. ) ( 0 r- n� LIMITS OF CONSTRUCTION AREA .J 2X2' GI BY q LANDLORD ! i AT&T TOP=393.56 FL=389.56 I F.F. 395.10 NECT CONTO 8" SD FL 8"= 390.00 0� k ,c) I INSTALL DRAIN BASIN C. 0 �� W112- DIA. DOME GRATE if TDP=394.20 FL 8"=391.85 FL 6"=392.05 FL 8" S.D. = 392.60 REFER TO BLDG. PLUMBING PLAN FOR EXTENSION TO BLDG. ✓�J �� INSTALL 4"; \\ FL 4" SS= 391.31 SDR -26' REFER TO BLDG. PLUMBING PVC @ 2.07. \- SD 5. PLAN FOR EXTENSION TO BLDG. - SS - INSTALL DRAIN BASIN 1 6" ADS n W/6" DIA. DOME GRATE ® I.0% TOP= 394.70 I< FL 6"= 392.45 CONNECT TO 4" S.S. FL 4"= 390.97 a L m CONNECT TO 1" TYPE 'K' Cu_ - S. - EX. 8" S.S. _ i' SBY LANDLORD iI i nELEC, PULL BOX BY I I !� LANDLORD 6" SD FL 6"= 393.10 PROPERTY LINE RET. WALL = BY LANDLORD 1 II REFER TO BLDG. PLUMBING PLAN FOR EXTENSION TO BLDG. II. RET WALL I -BY LANDLORD �EX. UGE JUNCTION BOX �.1 EX. PP EX. N ELECTRIC METER CONC. CURB EX. ASPHALT PVMT. E . CONC. CURB & GUTTER EX. FIRE EX. .SIDEWALK: HYDRANT t � ,EX. 12" DIP WATER . EX. ASPHALT PVMT. UNIVERSITY AVENUE CONC. CURB GENERAL NOTES 1. LOCATION OF EXISTING UTILITIES: THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION AND SHALL NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES AND/OR CONFLICTS DISCOVERED. 2. PROTECTION OF EXISTING UTILITIES: THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN) WITHIN THE AREA OF CONSTRUCTION. THE CONTRATOR SHALL MAKE NECESSARY PROVISIONS FOR THE SUPPORT AND PROTECTION OF ALL EXISTING UTILITIES (POLES, LINES, CABLES, STRUCTURES, ETC.) LOCATED BOTH ABOVE AND BELOW THE GROUND. 3. TRENCH SAFETY: THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SITE TRENCH SAFETY DURING ALL PHASES OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A TRENCH SAFETY SYSTEM PLAN PREPARED IN ACCORDANCE WITH OSHA REQUIREMENTS BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF ARKANSAS FOR THE IMPLEMENTATION OF TRENCH SAFETY CONTROL MEASURES THAT WILL BE IN EFFECT DURING THE CONSTRUCTION OF THE PROJECT FOR ALL TRENCHES DEEPER THAN FIVE (5) FEET. 4. WORK IN PUBLIC R.OW: THE CONTRACTOR SHALL CONTACT THE CITY OF LITTLE ROCK PUBLIC WORKS DEPT., MR. MELVIN HALL AT (501) 918-5217 FOR INSPECTION OF ALL WORK IN PUBLIC RIGHT-OF-WAY. 5. TRAFFIC CONTROL PLAN: THE CONTRACTOR IS RESPONSIBLE FOR PREPARING A TRAFFIC CONTROL PLAN IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND SUBMITTING TO THE CITY OF LITTLE ROCK TRAFFIC DEPT., MR. TRAVIS HERBNER AT (501) 379-1817 FOR ANY CONSTRUCTION WORK IN OR ADJACENT TO STREET RIGHT-OF-WAY THAT WILL AFFECT NORMAL TRAFFIC FLOW. STORM DRAINAGE GENERAL NOTES 1. LOCATION OF PROPOSED DRAINAGE IMPROVEMENTS: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS SHOWN, INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF INLETS AND ALL UTILITIES CROSSING THE STORM SEWER. 2. STORM DRAIN PIPE: UNLESS OTHERWISE NOTED ON THE PLANS, ALL PIPE FOR STORM DRAIN IMPROVEMENTS SHALL BE ADS N-12 PIPE OR APPROVED EQUAL. THE PIPE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS SPECIFIC TO THE PROJECT SITE. 3. EMBEDMENT: EMBEDMENT FOR STORM DRAINAGE PIPE SHALL BE IN ACCORDANCE WITH THE PIPE MANUFACTURER'S RECOMMENDATIONS SPECIFIC TO THE PROJECT SITE. 4. BENDS & WYES: PREFABRICATED BENDS AND WYES SHALL BE USED ON ALL PIPE CONNECTIONS AND JUNCTIONS. 5. STORM DRAINAGE BASINS: UNLESS OTHERWISE NOTED, DRAINAGE BASINS ARE TO BE PVC PLASTIC STRUCTURES MANUFACTURED BY NYLOPLAST OR APPROVED EQUAL. 6. ADJUSTMENT OF STRUCTURES: STORM DRAIN STRUCTURES MAY BE ADJUSTED BY THE CONTRACTOR TO MATCH THE FINISHED GRADE/CONDITIONS. WATER GENERAL NOTES 1. STANDARDS AND SPECIFICATIONS: ALL MATERIALS, CONSTRUCTION METHODS, WORKMANSHIP, EQUIPMENT, SERVICES AND TESTING FOR ALL PUBLIC AND/OR PRIVATE WATER SYSTEM IMPROVEMENTS SHALL BE IN ACCORDANCE WITH CENTRAL ARKANSAS WATER UTILITY COMPANY REGULATIONS, REQUIREMENTS, STATUTES, SPECIFICATIONS AND DETAILS, LATEST PRINTING AND AMENDMENTS THERETO, UNLESS OTHERWISE NOTED. 2. METERS: THE CONTRACTOR WILL BE RESPONSIBLE FOR CONTACTING AND COORDINATING WITH CENTRAL ARKANSAS WATER FOR INSTALLATION OF THE WATER METERS FOR THEIR RESPECTIVE PROJECTS. ANY FEES ASSOCIATED WITH THE INSTALLATION OF WATER METERS SHALL BE PAID FOR BY THE CONTRACTOR. 3. TESTING AND STERILIZATION: ALL WATER LINES AND APPURTENANCES SHALL BE STERILIZED AND TESTED IN ACCORDANCE WITH CENTRAL ARKANSAS WATER SPECIFICATIONS. SANITARY SEWER GENERAL NOTES 1. STANDARDS AND SPECIFICATIONS: ALL MATERIALS, CONSTRUCTION METHODS, WORKMANSHIP, EQUIPMENT, SERVICES AND TESTING FOR ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE LITTLE ROCK WASTEWATER UTILITY DEPARTMENT REGULATIONS, REQUIREMENTS, STATUTES, SPECIFICATIONS AND DETAILS, LATEST PRINTING AND AMENDMENTS THERETO, UNLESS OTHERWISE NOTED. 2. SANITARY SEWER PIPE: UNLESS NOTED OTHERWISE, ALL SANITARY SEWER PIPE 4 AND 6 -INCH IN DIAMTER SHALL BE SDR 26 PVC AND ALL PIPE 8 -INCHES IN DIAMTER AND LARGER SHALL BE SDR 35 PVC. 3. TESTING: ALL SANITARY SEWER LINES AND APPURTENANCES SHALL BE TESTED IN ACCORDANCE LITTLE ROCK WASTEWATER UTILITY DEPARTMENT SPECIFICATIONS FOR ACCEPTANCE. _ 0- Zai affle ks CO CLEANOUT DIA DIAMETER DOM. WATER SERVICE _ 6" ADS " DUCTILE IRON PIPE DW DOMESTIC WATER MH i v INSTALL 1 DOM. ® 1 % " GUTTER GI GRATE INLET p 5 WATER SERVICE INSTALL DRAIN BASIN POWER POLE PVC POLYVINYL CHLORIDE PIPE RCP L�f : W/6" DIA. DOME GRATE SO L SS SANITARY SEWER INSTALL DRAIN BASINTOP= 394.30 INSTALL DRAIN BASIN W/6" DIA. DOME GRATE W/6" DOME GRATE FL 6"= 392.80 TOP OF CURB TW TOP OF WALL UE DIA. TOP= 394.60 TOP= 394.70 FL 6"= 392.25 LIGHT POLE BY FL 6= 392.65 LANDLORD (TYP.) RET WALL f 1 I /- BY LANDLORD S. - EX. 8" S.S. _ i' SBY LANDLORD iI i nELEC, PULL BOX BY I I !� LANDLORD 6" SD FL 6"= 393.10 PROPERTY LINE RET. WALL = BY LANDLORD 1 II REFER TO BLDG. PLUMBING PLAN FOR EXTENSION TO BLDG. II. RET WALL I -BY LANDLORD �EX. UGE JUNCTION BOX �.1 EX. PP EX. N ELECTRIC METER CONC. CURB EX. ASPHALT PVMT. E . CONC. CURB & GUTTER EX. FIRE EX. .SIDEWALK: HYDRANT t � ,EX. 12" DIP WATER . EX. ASPHALT PVMT. UNIVERSITY AVENUE CONC. CURB GENERAL NOTES 1. LOCATION OF EXISTING UTILITIES: THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION AND SHALL NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES AND/OR CONFLICTS DISCOVERED. 2. PROTECTION OF EXISTING UTILITIES: THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN) WITHIN THE AREA OF CONSTRUCTION. THE CONTRATOR SHALL MAKE NECESSARY PROVISIONS FOR THE SUPPORT AND PROTECTION OF ALL EXISTING UTILITIES (POLES, LINES, CABLES, STRUCTURES, ETC.) LOCATED BOTH ABOVE AND BELOW THE GROUND. 3. TRENCH SAFETY: THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SITE TRENCH SAFETY DURING ALL PHASES OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A TRENCH SAFETY SYSTEM PLAN PREPARED IN ACCORDANCE WITH OSHA REQUIREMENTS BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF ARKANSAS FOR THE IMPLEMENTATION OF TRENCH SAFETY CONTROL MEASURES THAT WILL BE IN EFFECT DURING THE CONSTRUCTION OF THE PROJECT FOR ALL TRENCHES DEEPER THAN FIVE (5) FEET. 4. WORK IN PUBLIC R.OW: THE CONTRACTOR SHALL CONTACT THE CITY OF LITTLE ROCK PUBLIC WORKS DEPT., MR. MELVIN HALL AT (501) 918-5217 FOR INSPECTION OF ALL WORK IN PUBLIC RIGHT-OF-WAY. 5. TRAFFIC CONTROL PLAN: THE CONTRACTOR IS RESPONSIBLE FOR PREPARING A TRAFFIC CONTROL PLAN IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND SUBMITTING TO THE CITY OF LITTLE ROCK TRAFFIC DEPT., MR. TRAVIS HERBNER AT (501) 379-1817 FOR ANY CONSTRUCTION WORK IN OR ADJACENT TO STREET RIGHT-OF-WAY THAT WILL AFFECT NORMAL TRAFFIC FLOW. STORM DRAINAGE GENERAL NOTES 1. LOCATION OF PROPOSED DRAINAGE IMPROVEMENTS: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS SHOWN, INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF INLETS AND ALL UTILITIES CROSSING THE STORM SEWER. 2. STORM DRAIN PIPE: UNLESS OTHERWISE NOTED ON THE PLANS, ALL PIPE FOR STORM DRAIN IMPROVEMENTS SHALL BE ADS N-12 PIPE OR APPROVED EQUAL. THE PIPE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS SPECIFIC TO THE PROJECT SITE. 3. EMBEDMENT: EMBEDMENT FOR STORM DRAINAGE PIPE SHALL BE IN ACCORDANCE WITH THE PIPE MANUFACTURER'S RECOMMENDATIONS SPECIFIC TO THE PROJECT SITE. 4. BENDS & WYES: PREFABRICATED BENDS AND WYES SHALL BE USED ON ALL PIPE CONNECTIONS AND JUNCTIONS. 5. STORM DRAINAGE BASINS: UNLESS OTHERWISE NOTED, DRAINAGE BASINS ARE TO BE PVC PLASTIC STRUCTURES MANUFACTURED BY NYLOPLAST OR APPROVED EQUAL. 6. ADJUSTMENT OF STRUCTURES: STORM DRAIN STRUCTURES MAY BE ADJUSTED BY THE CONTRACTOR TO MATCH THE FINISHED GRADE/CONDITIONS. WATER GENERAL NOTES 1. STANDARDS AND SPECIFICATIONS: ALL MATERIALS, CONSTRUCTION METHODS, WORKMANSHIP, EQUIPMENT, SERVICES AND TESTING FOR ALL PUBLIC AND/OR PRIVATE WATER SYSTEM IMPROVEMENTS SHALL BE IN ACCORDANCE WITH CENTRAL ARKANSAS WATER UTILITY COMPANY REGULATIONS, REQUIREMENTS, STATUTES, SPECIFICATIONS AND DETAILS, LATEST PRINTING AND AMENDMENTS THERETO, UNLESS OTHERWISE NOTED. 2. METERS: THE CONTRACTOR WILL BE RESPONSIBLE FOR CONTACTING AND COORDINATING WITH CENTRAL ARKANSAS WATER FOR INSTALLATION OF THE WATER METERS FOR THEIR RESPECTIVE PROJECTS. ANY FEES ASSOCIATED WITH THE INSTALLATION OF WATER METERS SHALL BE PAID FOR BY THE CONTRACTOR. 3. TESTING AND STERILIZATION: ALL WATER LINES AND APPURTENANCES SHALL BE STERILIZED AND TESTED IN ACCORDANCE WITH CENTRAL ARKANSAS WATER SPECIFICATIONS. SANITARY SEWER GENERAL NOTES 1. STANDARDS AND SPECIFICATIONS: ALL MATERIALS, CONSTRUCTION METHODS, WORKMANSHIP, EQUIPMENT, SERVICES AND TESTING FOR ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE LITTLE ROCK WASTEWATER UTILITY DEPARTMENT REGULATIONS, REQUIREMENTS, STATUTES, SPECIFICATIONS AND DETAILS, LATEST PRINTING AND AMENDMENTS THERETO, UNLESS OTHERWISE NOTED. 2. SANITARY SEWER PIPE: UNLESS NOTED OTHERWISE, ALL SANITARY SEWER PIPE 4 AND 6 -INCH IN DIAMTER SHALL BE SDR 26 PVC AND ALL PIPE 8 -INCHES IN DIAMTER AND LARGER SHALL BE SDR 35 PVC. 3. TESTING: ALL SANITARY SEWER LINES AND APPURTENANCES SHALL BE TESTED IN ACCORDANCE LITTLE ROCK WASTEWATER UTILITY DEPARTMENT SPECIFICATIONS FOR ACCEPTANCE. _ 0- Zai affle ks CO CLEANOUT DIA DIAMETER DIP DUCTILE IRON PIPE DW DOMESTIC WATER MH MANHOLE G GUTTER GI GRATE INLET PP POWER POLE PVC POLYVINYL CHLORIDE PIPE RCP REINFORCED CONCRETE PIPE SO STORM DRAIN SS SANITARY SEWER TC TOP OF CURB TW TOP OF WALL UE UTILITY EASEMENT UGE UNDERGROJND ELECTRIC NOTE: THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES (WHETHER SHOWN ON PLANS OR NOT) PRIOR TO COMMENCING CONSTRUCTION. IF FIELD CONDITIONS DIFFER SIGNIFICANTLY FROM LOCATIONS SHOWN ON THE PLANS THE CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. , O BENCHMARKS: 1. CHISELED SQUARE IN SE CORNER OF CURB INLET, SOUTH SIDE ST. VINCENT CIRCLE, APPROX. 140' WEST OF UNIVERSITY AVENUE - ELEV. 366.63 Know whafs below. 2. CHISELED SQUARE IN SW CORNER OF CURB INLET, SOUTHWEST CORNER OF CBII before you dig. MCKINLEY & 3RD STREETS - ELEV. 415.5B 3. CHISELED SQUARE IN SE CORNER OF CURB INLET, NORTHWEST CORNER OF MCKINLEY & ST. VINCENT CIRCLE - ELEV. 399.94 z-Amm...__ 0 5' 10' 20' 1"=10' T°E UTILITY PLAN AR LLN AS *** AT&T - 300 S. UNIVERSITY AVENUE REGISTERED o 'ROFESSIONAL a ENGINEER �. LOT 1, PARK AVENUE ADDITION it it st ,� 1 No. 's75�;;6`1 THE CITY OF LITTLE ROCK, ARKANSAS f� """1 q �- L Lawrence A. Cates & Associates LLP "8" Q°onn Texas 254 I^I nnlom tare, Suite i CA Consulting Engineers * Dallas Office: 972-385-2272 RPE Fax: 9729WI627 DESIGN DRAWN DATE SCALE NOTES FILE NO. LCA LCA 4/08/11 1'=10' X.X. 055--001 3Z UTILITY C