The URL can be used to link to this page

Home My WebLink AboutZ-8257-B Map 1Z�- SANITARY SEWER S SX MANHOLE ELEV. FL NE 4"=263.19 ELEV. FL W 10"=562.&4 ELEV. FL E 10"=562.74 RIM ELEV. 567.74 EXISTING 8" WATER MAIN F. H. -X-- _. —_ _ _ �vX 8 ZaSN9222.59 ------- - p ELEV�79.6fi KAVANAUGH BLVD, (60' RAN) S S c 20'ALLEY 'II X SANITARY SEVyER - MANHOLE ELEV. FL W 10" 561.25 --.-._ _--_ X LS .17 'RMA EIC -17-57 _ 3 STORY BLOCK BUILDING cn EXISTING SANITARY SEWER MANHOLE o TO TIE INTO — ARCHITECTS ENGINEERS, INC. ALL RIGHTS RESERVED f M z 11 F' SITE UTILITY PLAN V=20'4' NORTH 0 10' 20' 40' SCALE:1 "=20' EXISTING FIRE HYDRANT EXISTING PRIMARY POWER REMOVE WATER SERVICE LINE EXISTING 3" WATER MAIN I REMOVE WATER SERVICE LINE I ------ EXISTING PRIMARY POWER )— REWORK EXISTING GAS SERVICE LINE I I I I I J LEGEND EXISTING UTILITY LINE W=WATER; S.S.=SANITARY SEWER; G=GAS; O.H.E.=OVERHEAD ELECTRIC NEW UTILITY LINE W=WATER; S.S.=SANITARY SEWER; G=GAS; FW=FIRE WATER NEW WATER VALVE/GAS VALVE NEW MANHOLE (M.H.) EXISTING LIGHT FIXTURE EXISTING WATER METER EXISTING SANITARY SEWER MANHOLE (M.H.) EXISTING WATER VALVE EXISTING FIRE HYDRANT SITE UTILITY PLAN NOTES n M 0 1- 1. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO EXCAVATING. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE. 2. ALL WORK WITHIN PUBLIC RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE GOVERNING AUTHORITY. 3. THERE ARE PUBLIC AND PRIVATE UTILITIES WITHIN AND ADJACENT TO THE LIMITS OF CONSTRUCTION AND AN ATTEMPT HAS BEEN MADE TO INDICATE THEIR PRESENCE ON THE PLAN. PRIOR TO BEGINNING ANY TYPE OF EXCAVATION THE CONTRACTOR SHALL CONTACT THE VARIOUS UTILITY COMPANIES AND MAKE ARRANGEMENTS FOR LOCATION OF THE UTILITY ON THE GROUND. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN THE UTILITY LOCATION MARKINGS UNTIL THEY ARE NO LONGER NEEDED. EXISTING AND ABANDONED UTILITY LOCATIONS ARE UNKNOWN. SURVEY MARKERS ARE APPROXIMATE LOCATIONS ONLY. ALL UTILITIES ARE TO BE RELOCATED PRIOR TO CONSTRUCTION. 4. ALL UTILITIES SHOWN FOR REMOVAL BACK TO MAIN SHALL BE REMOVED AND CAPPED PER UTILITY STANDARD REQUIREMENTS. UTILITY REMOVAL SHALL BE COORDINATED WITH THE UTILITY AND THE OWNER, 72 HOURS WRITTEN NOTICE SHALL BE GIVEN TO THE OWNER AND UTILITY PRIOR TO DEMOLISHING ANY UTILITY. 5. CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER OF ANY DAMAGED OR INTERRUPTED UTILITIES IMMEDIATELY. 6. EXISTING UTILITIES THAT ARE TO REMAIN ARE TO BE PROTECTED AND ADJUSTED TO MATCH NEW GRADE. 7. CONTRACTOR SHALL INSTALL SANITARY SEWER LINES IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR SEWER CONSTRUCTION IN THE CITY OF LITTLE ROCK" LATEST EDITION PER LITTLE ROCK WATER RECLAMATION AUTHORITY 8. CONTRACTOR SHALL INSTALL WATER LINES IN ACCORDANCE WITH "STANDARD PIPELINE MATERIALS AND CONSTRUCTION SPECIFICATIONS" BY CENTRAL ARKANSAS WATER, LATEST EDITION 9. CONTRACTOR SHALL HOLD A PRECONSTRUCTION MEETING WITH CENTRAL ARKANSAS WATER PERSONNEL AND THE ENGINEER OF RECORD. THE CONTRACTOR IS RESPONSIBLE FOR AS -BUILT DRAWINGS PER CAW REQUIREMENTS. 10. ANY MAJOR REVISION TO LOCATION OF WATER OR SANITARY SEWER TIE-INS, MANHOLES, METERS, ETC, NEED TO HAVE DRAWINGS RE -SUBMITTED TO ARKANSAS DEPARTMENT OF HEALTH FOR RE -APPROVAL. 11. DIG CAREFULLY. STATE LAWS GENERALLY PROHIBIT THE USE OF MECHANIZED EQUIPMENT WITHIN 18-24 INCHES OF A MARKED UTILITY, WHICH IS CALLED THE "TOLERANCE ZONE". CONTACT THE PROPER LOCAL AGENCY PRIOR TO DIGGING. 12. CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS AND/OR COMPARABLE OSHA -APPROVED STATE PLAN REQUIREMENTS FOR TRENCHING AND EXCAVATION. T T l 2" A -.�-- II S 87028'14' E U N N 0 I 49.93' (M) 50.00' (R) 1 0 ' I � Z 1 v J Q H- ACRES g H m (6,9 4 sq. ft.) CD Coc3i CO yoti��Q� QmQO w 1 /1 Z Z Q 2 1 LOT 1 � N NN ' N Lr) ; o In 0 C) Z N W o 1 STORY Z� BLOCK BUILDING BUILDING 11 W U o 4-J � �► � iI 1 -�+ Z o , „W L� 49.86'1(M) 1 CLEANOUT 1 50.00'' (R) X m - 4 - - J I C CoX 112" REBAR m FOUND _FOUND A of 5 318" REI S S c 20'ALLEY 'II X SANITARY SEVyER - MANHOLE ELEV. FL W 10" 561.25 --.-._ _--_ X LS .17 'RMA EIC -17-57 _ 3 STORY BLOCK BUILDING cn EXISTING SANITARY SEWER MANHOLE o TO TIE INTO — ARCHITECTS ENGINEERS, INC. ALL RIGHTS RESERVED f M z 11 F' SITE UTILITY PLAN V=20'4' NORTH 0 10' 20' 40' SCALE:1 "=20' EXISTING FIRE HYDRANT EXISTING PRIMARY POWER REMOVE WATER SERVICE LINE EXISTING 3" WATER MAIN I REMOVE WATER SERVICE LINE I ------ EXISTING PRIMARY POWER )— REWORK EXISTING GAS SERVICE LINE I I I I I J LEGEND EXISTING UTILITY LINE W=WATER; S.S.=SANITARY SEWER; G=GAS; O.H.E.=OVERHEAD ELECTRIC NEW UTILITY LINE W=WATER; S.S.=SANITARY SEWER; G=GAS; FW=FIRE WATER NEW WATER VALVE/GAS VALVE NEW MANHOLE (M.H.) EXISTING LIGHT FIXTURE EXISTING WATER METER EXISTING SANITARY SEWER MANHOLE (M.H.) EXISTING WATER VALVE EXISTING FIRE HYDRANT SITE UTILITY PLAN NOTES n M 0 1- 1. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO EXCAVATING. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE. 2. ALL WORK WITHIN PUBLIC RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE GOVERNING AUTHORITY. 3. THERE ARE PUBLIC AND PRIVATE UTILITIES WITHIN AND ADJACENT TO THE LIMITS OF CONSTRUCTION AND AN ATTEMPT HAS BEEN MADE TO INDICATE THEIR PRESENCE ON THE PLAN. PRIOR TO BEGINNING ANY TYPE OF EXCAVATION THE CONTRACTOR SHALL CONTACT THE VARIOUS UTILITY COMPANIES AND MAKE ARRANGEMENTS FOR LOCATION OF THE UTILITY ON THE GROUND. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN THE UTILITY LOCATION MARKINGS UNTIL THEY ARE NO LONGER NEEDED. EXISTING AND ABANDONED UTILITY LOCATIONS ARE UNKNOWN. SURVEY MARKERS ARE APPROXIMATE LOCATIONS ONLY. ALL UTILITIES ARE TO BE RELOCATED PRIOR TO CONSTRUCTION. 4. ALL UTILITIES SHOWN FOR REMOVAL BACK TO MAIN SHALL BE REMOVED AND CAPPED PER UTILITY STANDARD REQUIREMENTS. UTILITY REMOVAL SHALL BE COORDINATED WITH THE UTILITY AND THE OWNER, 72 HOURS WRITTEN NOTICE SHALL BE GIVEN TO THE OWNER AND UTILITY PRIOR TO DEMOLISHING ANY UTILITY. 5. CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER OF ANY DAMAGED OR INTERRUPTED UTILITIES IMMEDIATELY. 6. EXISTING UTILITIES THAT ARE TO REMAIN ARE TO BE PROTECTED AND ADJUSTED TO MATCH NEW GRADE. 7. CONTRACTOR SHALL INSTALL SANITARY SEWER LINES IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR SEWER CONSTRUCTION IN THE CITY OF LITTLE ROCK" LATEST EDITION PER LITTLE ROCK WATER RECLAMATION AUTHORITY 8. CONTRACTOR SHALL INSTALL WATER LINES IN ACCORDANCE WITH "STANDARD PIPELINE MATERIALS AND CONSTRUCTION SPECIFICATIONS" BY CENTRAL ARKANSAS WATER, LATEST EDITION 9. CONTRACTOR SHALL HOLD A PRECONSTRUCTION MEETING WITH CENTRAL ARKANSAS WATER PERSONNEL AND THE ENGINEER OF RECORD. THE CONTRACTOR IS RESPONSIBLE FOR AS -BUILT DRAWINGS PER CAW REQUIREMENTS. 10. ANY MAJOR REVISION TO LOCATION OF WATER OR SANITARY SEWER TIE-INS, MANHOLES, METERS, ETC, NEED TO HAVE DRAWINGS RE -SUBMITTED TO ARKANSAS DEPARTMENT OF HEALTH FOR RE -APPROVAL. 11. DIG CAREFULLY. STATE LAWS GENERALLY PROHIBIT THE USE OF MECHANIZED EQUIPMENT WITHIN 18-24 INCHES OF A MARKED UTILITY, WHICH IS CALLED THE "TOLERANCE ZONE". CONTACT THE PROPER LOCAL AGENCY PRIOR TO DIGGING. 12. CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS AND/OR COMPARABLE OSHA -APPROVED STATE PLAN REQUIREMENTS FOR TRENCHING AND EXCAVATION. 3 C R 0 M W E L L 300 east 6th Street little rock, ar 72202 01.372.2900 cromwe Il.com FEBRUARY rawinq Title SITE UTILITY PLAN CU 101 A U N N 0 0 Z v J Q H- H m VJ U Z_ - Z Z Q J ' H U p Z� 11 W U o 4-J � -�+ Z L� m 0 C CoX m 5 r 0 Z L0 3 C R 0 M W E L L 300 east 6th Street little rock, ar 72202 01.372.2900 cromwe Il.com FEBRUARY rawinq Title SITE UTILITY PLAN CU 101