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Z-5675-C Map 5C LEGEND (EXISTING) LINEWORK 0 FOUND IRON PIN EASEMENT �J E LIGHT POLE --------- AIR RELEASE VALVE 'L POWER POLE CURB UNDERGROUND ELECTRIC m TELEPHONE PEDESTAL OHE ---- El TV PEDESTAL INTERMEDIATE CONTOUR SPRINKLER HEAD O MANHOLE ELECTRIC PEDESTAL UNDERGROUND TELEVISION rir 1 INDEX CONTOUR •i 0 SANITARY SEWER CLEANOUT rr=ter 1205 CHAIN LINK FENCE L��JJ DROP INLET SS SANITARY SEWER CLEANOUT GAS METER SANITARY SEWER LINE GAS METER D4 GAS VALVE GAS LINE G BARBED WIRE FENCE STORM SEWER PIPE GAS LINE W STRUCTURE NUMBER DOWN GUY WATER LINE (SPECIFY SIZE & TYPE) D4 WATER V WATER VALVE ALVE 1 O - UNDERGROUND TELEPHONE �J FIRE HYDRANT ASSEMBLY I SII I C8� AIR RELEASE VALVE UGE I f LEGEND (PROPOSED) UNDERGROUND ELECTRIC A. FIRE DEPARTMENT CONNECTION OHE o WATER METER OVERHEAD ELECTRIC ® SPRINKLER HEAD lq ® ELECTRIC PEDESTAL UNDERGROUND TELEVISION rir 1 OVERHEAD TELEVISION •i GRATED INLET QQ rr=ter 1205 CHAIN LINK FENCE L��JJ DROP INLET o SANITARY SEWER CLEANOUT JF BOBX WOOD FENCE GAS METER SANITARY SEWER LINE _- X -_—_ a TREE BARBED WIRE FENCE STORM SEWER PIPE GAS LINE FIBER OPTIC x UGTV OHTV— BLOCK 232, ORIGINAL CITY OF LITTLE ROCK BLOCK 231, ORIGINAL CITY OF LITTLE ROCK CUR S, 351 FL 12, , E 35166 (ASSUMEDI O - RIGHT OF WAY I`FLS' E. 35219 TREE TO BE REMOVED I SII I -----------� I Iw�� IIS ILI`I II ROAD CENTERLINE I f LEGEND (PROPOSED) _ — � I n SYMBOLS LINEWORK • SET IRON PIN EASEMENT — I 1 11 LIGHT POLE HYpRANT lq POWER POLE CURB ■ TELEPHONE PEDESTAL 1 O TV PEDESTAL INTERMEDIATE CONTOUR QQ MANHOLE 1205 NCD r4 II INDEX CONTOUR o SANITARY SEWER CLEANOUT JF BOBX A GAS METER SANITARY SEWER LINE N GAS VALVE O STORM SEWER PIPE GAS LINE x -z STRUCTURE NUMBER 11. ALL TRENCHING, PIPE LAYING AND BACKFILLING SHALL BE IN yygT UNE ►t WATER VALVE WROU FIRE HYDRANT ASSEMBLY UNDERGROUND TELEPHONE IN AIR RELEASE VALVE CE F FIRE DEPARTMENT CONNECTION UNDERGROUND ELECTRIC • WATER METER OVERHEAD ELECTRIC B BACK FLOW PREVENTER D REDUCER FIBER OPTIC . PLUG VALVE METE 1NDERCR°OUND TELEVISION GRATED INLET IS CONSTANTLY AVAILABLE TO THE SITE THROUGHOUT THIS SPECIFIC OVERHEAD TELEVISION DROP INLET CHAIN LINK FENCE o ii ?,/— /WOOD WOODFENCE x x CONSTRUCTION. ANY COSTS ASSOCIATED WITH WATERMAIN SHUT -OFFS BARBED WIRE FENCE WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA BUILDING SET BACK BLOCK 232, ORIGINAL CITY OF LITTLE ROCK BLOCK 231, ORIGINAL CITY OF LITTLE ROCK CUR S, 351 FL 12, , E 35166 (ASSUMEDI O - FL 12 I`FLS' E. 35219 \_CdJ M I SII I -----------� I Iw�� IIS ILI`I II FIRE HYDRANT I ASSEMBLY _ — � I n oo z II I'. TENNIS COURT Ii l` EXISnNG FENCE CONCRETE WALK_ I F1 r--- 18 I II I WATER III 1 I METER I II I I 1 I LI ry RIGHT OF WAY PROPERTY LINE EXISTING ROAD CENTERLINE 'RETAINING y� u, WALL EXISTING � I I SIGN EXISTING n I 3 FLAG POLE '—_EXISTING EXISTING u�EXISTING I �, I EXISTING FLAG POLE EXISTING RETAINING SIGN i C-) I RETAINING LIGHT POLE WALLWALL r t �-a, o I ONCRETE WALK — a c� �� - t --- IL ALK ----- --- ----° - d --- EXISTING_f SIGN DREXISnNG . TRUDIE KIBBE REED DRIVE SIGN (FORMERLY W. 13th STREET -CLOSED BY ORD. NO. 16,324-60' R/W) OHE C---.�OPCREIE STING jRANSFORMER a EXISTING LIGHT POLE BLOCK 233, ORIGINAL CITY OF LITTLE ROCK yJSnRG LIG q LE W I I� I I I I M GRAPHIC SCALE L4 FEE I� w � 30' 0 of of LOCK 223, ORIGINAL W ITY OF LITTLE ROCK Q N Ica SSMH 34213 _ I FL 6 S N341.99 I I ilii _ pp „ _J _TORM-SEWER7 =s �_� — — — — — — --------------- p -------------.d—��+LN �_—___:�_— EXISTINGOf SSMH 50 SIGN W. 12th STREET - 60' R/W a FL 8" W• 342. CLOSED BY ORD. NO. 10,785 EXISTING z a„ S. 342.50 N FL „ N 342 45 2° GAS LINE G_ —_------ --- --—'--AGN_ - G a-�------------------_ PORT BLE GAZEBO U SERVICE CD ( r I ' PROPOSED DOMESTIC AND FIRE WATER LINES PROPOSED SANITARY SEWER BLOCK 222, ORIGINAL CITY OF LITTLE ROCK ITARY PROPOSED fn DOMESTIC 0 aun rrnr L CONNECT TO EXISTING MANHOLE SS PROPOSED DOMESTIC AND FIRE WATER LINES PROPOSED WATER LINE 3 CONCRETE WA EXISTING WROUGHT M I �'l� PROPOSED I Ip_J DOMESTIC AND FIRE N 80014'55" W 300.00' WATER LINES �G LIGHT R 18" STORM SEWER _ CONCRETE WALK _ r � A iNLN�E I" ,- _ BOX. 35 . III VL I 1 7" jIii \� STAIRS _J gURE I III a BLOCK 221, ORIGINAL �� —CONCRETE WALK _J_040- -----J Lam" I, CITY OF LITTLE ROCK - — �.Iii ISI - EXISTING I QEF RETAINING I Iwli ;1 STORY BRICK WALL I�III � � gUILpING IUdI w NI � G t� UTILITY NOTES 1. THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF EXISTING UTILITIES ON SITE OR IN RIGHT-OF-WAY. 2. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINES. CONTRACTOR SHALL COORDINATE AND SCHEDULE TIE-INS/CONNECTIONS WITH ALL UTILITY COMPANIES. 3. ALL UNDERGROUND LINES SHALL BE INSTALLED, INSPECTED AND APPROVED PRIOR TO BACKFILLING. 4. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED CURB 114L PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL FE 12" W 341 75 CONNECTION OF SERVICE. FL 127 2 SI34-1-75 E UNytafli 341?5 5. GENERAL CONTRACTOR IS TO COORDINATE WITH APPROPRIATE UTILITY FL N COMPANIES PRIOR TO CONSTRUCTION, ADJUSTMENT, OR RELOCATION OF EXISTING UTILITIES AS DESIGNATED ON PLANS. 6. THRUST BLOCKING SHALL BE PROVIDED AT ALL BENDS, TEES AND FIRE HYDRANTS. T Itt�'liil� I � I`FLS' E. 35219 \_CdJ M I' II I I w S 35211 FL g (x,. 16 tc lig r r oo z �I Ii WATER z CROSSING 18"/24" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO w CS W I 1 11 METER I¢ HYpRANT II I j! r °° L ASS MBLY �o II I�iii I L_ c2 IP LINES REQUIRED BY THE LOCAL AND/OR STATE AGENCIES. Ey�STING NCD r4 II °a S .� II a lid II I JF BOBX N 353.78 FL 18" S. 353.78 NI � G t� UTILITY NOTES 1. THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF EXISTING UTILITIES ON SITE OR IN RIGHT-OF-WAY. 2. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINES. CONTRACTOR SHALL COORDINATE AND SCHEDULE TIE-INS/CONNECTIONS WITH ALL UTILITY COMPANIES. 3. ALL UNDERGROUND LINES SHALL BE INSTALLED, INSPECTED AND APPROVED PRIOR TO BACKFILLING. 4. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED CURB 114L PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL FE 12" W 341 75 CONNECTION OF SERVICE. FL 127 2 SI34-1-75 E UNytafli 341?5 5. GENERAL CONTRACTOR IS TO COORDINATE WITH APPROPRIATE UTILITY FL N COMPANIES PRIOR TO CONSTRUCTION, ADJUSTMENT, OR RELOCATION OF EXISTING UTILITIES AS DESIGNATED ON PLANS. 6. THRUST BLOCKING SHALL BE PROVIDED AT ALL BENDS, TEES AND FIRE HYDRANTS. T 7. DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING. N Rp CCESS L10 8. ALL WATERLINES & SANITARY SEWERS, AND WATERLINES & STORM FL 12 N- NKNOWN SEWERS SHOULD BE KEPT TEN (101 APART (PARALLEL) OR WHEN CROSSING 18"/24" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). 9. THE CONTRACTOR SHALL INCLUDE IN THE BID PRICE ALL MATERIAL AND LABOR ASSOCIATED WITH THE TESTING OF THE WATER AND SEWER c2 LINES REQUIRED BY THE LOCAL AND/OR STATE AGENCIES. Ey�STING 10. TOPS OF EXISTING MANHOLES SHALL BE RAISED AS NECESSARY TO BE S N FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND MANHOLES IN UNPAVED AREAS TO BE 1" ABOVE FINISHED GROUND ELEVATIONS WITH WATER TIGHT LIDS. 11. ALL TRENCHING, PIPE LAYING AND BACKFILLING SHALL BE IN E)(ISR ACCORDANCE WITH FEDERAL OSHA REGULATIONS. WROU T 12. REFER TO BUILDING PLANS FOR SITE LIGHTING ELECTRICAL PLAN. IRON CE 13. ALL MATERIALS, CONSTRUCTION AND INSPECTION FOR WATER AND SANITARY SEWER LINES SHALL BE PER LITTLE ROCK OF CITY STANDARD SPECIFICATIONS. 14. THE CONTRACTOR SHALL COORDINATE WATERMAIN WORK WITH THE FIRE ­4WATER DEPARTMENT AND THE CITY/COUNTY UTILITY DEPARTMENT TO PLAN METE PROPOSED IMPROVEMENTS AND TO ENSURE ADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE SITE THROUGHOUT THIS SPECIFIC WORK AND THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIRED WATERMAIN SHUT -OFFS WITH THE CITY/COUNTY DURING CONSTRUCTION. ANY COSTS ASSOCIATED WITH WATERMAIN SHUT -OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILL BE PROVIDED. 15. DAMAGE TO ALL EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE. 16. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT w LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS. 17. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TAP AND TIE ON FEES REQUIRED, AS WELL AS COSTS OF UNDERGROUND SERVICE CONNECTIONS TO THE BUILDING. N 1P _SFNERAL CONTRACTOR SHALL PPC"T', I rnhlnlIT-c flrrCcC App' SHOWN ON THE PLAN, VERIFY LOCATION OF UTILITY TIE IN AND PROVIDE NYLON PULL CORDS INSIDE THE CONDUIT. 19. THE CONTRACTOR SHALL INCLUDE IN BID PRICE THE DAILY RECORD KEEPING OF THE AS -BUILT CONDITION OF ALL OF THE UNDERGROUND UTILITIES, CONSTRUCTION STAKE -OUT ASSOCIATED WITH THE PROJECT, PREPARATION OF THE NECESSARY/REQUIRED AS -BUILT WATER AND SEWER PLANS TO BE SUBMITTED AND ALL OTHER INFORMATION REQUIRED FOR OBTAINING PERMITS AND RELEASE OF BONDS. SIGN -FIRE H�'ORA ASSEMBLY SEWER URB INLT FL 12" W. 350 79 350.79 SIGN NOTIFICATION OF LIMITED SERVICES CRAFTON, TULL, SPARKS & ASSOCIATES, INC., (CTSA) HAS NOT BEEN RETAINED BY THE OWNER FOR CONSTRUCTION iADMINISTRATION OR OBSERVATION SERVICES ON ALL OR A PORTION OF THE WORK INDICATED ON THESE DRAWINGS. THEREFORE, THE CTSA HEREBY NOTIFIES ALL PARTIEri INVOLVED THAT THE CTSA ASSUMES NO RESPONSIBILITY FOR THE INTERPRETATION, COORDINATION AND ADMINISTTaATION 0 THESE DOCUMENTS AND/OR DEVIATIONS THEREFROM AND THE EFFECTS THOSE CHANGES MAY HAVE ON ANY AND ALL RELATED TRADES OR CONSTRUCTION SEQUENCES, OR OPERATION OF THE COMPLETED PROJECT, EXCEPT AS SPEC- IFICALLY REQUIRED IN THE CTSA's SERVICES AGREEMENT WI THE OWNER. - ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE DRAWINGS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE DRAWINGS AND WE ASSUME NO RESPONSIBILITY AS TO THE ACCURACY OF THEIR DEPICTED LOCATION ON THESE DRAWINGS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN, AND ALL OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE DRAWINGS BY VERIFICATION OF THEIR LOCATION IN THE FIELD PRIOR TO THE INITIATION OF THE ACTUAL PORTION OF THEIR WORK. SAFETY NOTICE TO CONTRACTOR IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN, OR NEAR THE CONSTRUCTION SITE. OWNERSHIP OF DOCUMENTS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICES, IS THE PROPERTY OF CRAFTON, TULL, SPARKS & ASSOCIATES, INC., AND IS NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITH OUT THE WRITTEN AUTHORIZATION OF CRAFTON, TULL, SPARKS & ASSOCIATES, INC. 10825 Financial Center Parkway, Suite 300 Little Rock, Arkansas 72211 eCraffon Tull Sparks e engineering 501.664.3245t 501.664.6704f www.craltontulisporks.com CERTIFICATE OF AUTHORIZATION: ,.o "' OF A0 s C.P 1, CRAFI0.TULL, r SPARKS & > ASSOOATB, INC. '-"_ yJ No. 109 p A'�rgN5AS EtYo�NE�0. PHILANDER SMITH COLLEGE RESIDENTIAL QUAD MASTER PLAN ONE TRUDIE KIBBE REED DRIVE LITTLE ROCK, AR 72202 Key Pian No. Description Date This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Grafton, Tull, Sparks & Associates, Inc., and is not to be used, in whole or in part, for any other project, without the written authorization of Crafton, Tull, Sparks & Associates, Inc. RUCTION , PROTECT NO: 098032-02 GO ISSUEDATE: 11/09/094oma THIS CONTACT: B.Williams DOCUMENT IS N' CHECKED BY: 2 PRELIMINARY IN NATURE AND IS NOT PRELIMINARY m A FINAL, SIGNED o PLANS a, AND SEALED DOCUMENT 82009 Crahon, T.H. Sparks �o -,&Ass621a'tes, NOIlanTS 1509 UTILITY 7PLAN77 ,- E. C,,� C-103