Loading...
899 Atlantic Blvd 2014 Fire Line to Panera . GENERAL UTILITY NOTES : .... .... _ _ .... . _- ._ ....................__.... .._.. ._. .. .. _ . 1 SEE COVER SHEET FOR A LIST OF UTILITY COMPANIES. -� 2.GENERAL CONTRACTOR IS TO COORDINATE WITH APPROPRIATE UTILITY COMPANIES PRIOR TO CONSTRUCTION,ADJUSTMENT OR RELOCATION OF EXISTING UTILITIES AS DESIGNATED j ON PLANS. 3.THE CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITY INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. WWW.CphCorp.�®m 4.DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING UTILITIES. EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO NEW UTILITY LINES BEING INSTALLED. �I Fu/� SerV/C� 1 5.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION A & E Fir, OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND,WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE Architects 3 4 2 i FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS Engineers BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES.IT SHALL'BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH N Environmental CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Landscape Architects 6.CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING UTILITY M/E/P DURING CONSTRUCTION AT NO COST TO THE OWNER. .-:::: :. . _:_., . RAL PLANS AND SPECIFICATIONS FOR ACTUAL Planners DOMESTIC AND FIRE P TECT ON WATER SERVICE,ELECTRICAL,TELE HO. �. :.. . . ... I 1. . ': . LOCATION OF ALL UTILITY ENTRANCES TO INCLUDE SANITARY SEWER NE AND GA s Surveyor S SERVICE. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES,IN SUCH A Traffic/Transportation MANNER AS TO AVOID CONFLICT AND ASSURE PROPER DEPTHS ARE ACHIEVED AS WELL AS COORDINATING WITH UTILITY REQUIREMENTS AS TO LOCATION AND SCHEDULING FOR Offices in: TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO EXISTING UTILITIES. .Florida GRAPHIC SCALE 8.THE TOP ELEVATION OF MANHOLES CONSTRUCTED IN PAVED AREAS SHALL MATCH . FINISHED GRADE. THE TOP ELEVATION OF MANHOLES CONSTRUCTED IN GRASSED AREAS •Puerto Rico 0 10 20 40 SHALL BE 4"ABOVE FINISHED GRADE(UNLESS NOTED OTHERWISE). •Connecticut 9.ALL MANHOLES CONSTRUCTED WITHIN PAVED AREAS SHALL BE INSTALLED WITH TRAFFIC BEARING RINGS AND COVERS. •Maryland 1 INCH =20 FEET 10.ALL CLEAN-OUTS WITHIN THE PAVEMENT AREA SHALL BE INSTALLED WITH TRAFFIC BEARING PARTS AS APPLICABLE. •Texas 11.CONTRACTOR SHALL GROUT AROUND ALL PIPE ENTRANCES TO SANITARY SEWER MANHOLES WITH NON-SHRINKING GROUT TO ASSURE CONNECTION IS WATER TIGHT. 12.ALL CONCRETE FOR ENCASEMENT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I.AT 28 DAYS. uj 13.CONTRACTOR SHALL PROVIDE ALL APPURTENANCES SUCH AS CHECK VALVES,BACKFLOW a PREVENTERS,ETC.,AS REQUIRED BY GOVERNING AUTHORITIES. Y 14.ALL WATER,FORCE MAIN AND SANITARY SEWER LINES SHALL HAVE A MINIMUM OF 3'OF W COVER. PE WATER SERVICE MAY BE REDUCED TO 7.'WHEN NECESSARY. w W ` 15.CONTRACTOR SHALL COORDINATE INSPECTION ON ALL UTILITIES,WITH APPROPRIATE U) o AUTHORITIES PRIOR TO COVERING TRENCHES DURING INSTALLATION. _j � 16.CONSTRUCTION SHALL COMPLY WITH ALL GOVERNING CODES AND REQUIREMENTS. ii 17.THE CONTRACTOR SHALL CONDUCT ALL REQUIRED TESTS TO THE SATISFACTION OF THE w RESPECTIVE UTILITY COMPANIES AND THE OWNER'S INSPECTING AUTHORITIES. 1 18.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR 3: . UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING SEE SHEET C-5 FOR POSSESSION AND THE FINAL CONNECTION OF SERVICES. PAVEMENT, BASE, AND 3 4 19.CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OF "' 3 4 OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND SUBASE SPECIFICATIONS 1 TRENCHING PROCEDURES. THE CONTRACTOR SHALL USE SUPPORT SYSTEMS,SLOPING, >' 1 BENCHING AND OTHER MEANS OF PROTECTION. THIS TO INCLUDE BUT NOT BE LIMITED, m FOR ACCESS AND EGRESS FROM ALL EXCAVATION AND TRENCHING.CONTRACTOR IS RESPONSIBLE TO COMPLY WITH PERFORMANCE CRITERIA FOR OSHA. 20.THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY z ;: .... . . . I STANDARDS I C : : ATERIAL COST TO COMPLY WITH THESE LAWS OF FLORIDA). I ANY MATERIAL,CONSTRUCTION METHODS,ORM Q LAWS SHALL BE INCIDENTAL TO THE CONTRACT. Z 2 E IN PLACE AND COMPACTED BEFORE INSTALLATION OF - ..1. ,.. . 2 - ED.CONTRACTOR TO _ CT 2 CONTRACTOR RACTOR TO LOCATE LIGHT POLES AND FIXTURES AS INDICAT O BUILD NEW POLE BASE AND STUB CONDUIT AND WIRE AS NEEDED. 2 23.CONTRACTOR MUST STOP OPERATION AND NOTIFY THE OWNER FOR PROPER DIRECTION U . 2 IF ANY ENVIRONMENTAL OR HEALTH RELATED CONTAMINATE IS ENCOUNTERED DURING EXCAVATION O 2 D AND - ... ,PROPOSE UTILITY COMPANY REQUIREMENTS PRIOR TO 2 � DISINFECTED IN ACCORDANCE WITH U E TESTED,APPROVE U � LANDSCAPING AS REQUIRE % ( ) 2 6 N CONNECTION TO MUNICIPAL SYSTEM L]_ E SEMENT BETWEEN .:.... .:. :. .. g M H RIZONTAL SEPARATION BETWEEN THE CLOSEST TWO POINTS OF THE ;: WATER AND SEWER LINE IS SIX 6 'Q :7? 4 . i 3 THE CLOSEST TWO POINTS OF THE WATER SEWER ICA i✓ 6:<. 5 4 -.. ...I...... .. .. NE IS(12)INCHES. 1. ,, ,:, . "` *_ 6 26.CHAPTER 553.851 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL S GAS UTILITIES A MINIMUM OF TWO(2)WORKING DAYS PRIOR TO EXCAVATING. �:; _. 9- : =Zj______T_ --- __T - s -; 2 HE APPROPRIATE UTILITY P i( , 3T R - 4 U PROVIDERS 48 HOURS PRIOR U 2 OR TO COORDINATE POWER E R POL REMOVAL/REL RELOCATE WITH E vv O POWER : 8 CONTRACTOR UTILITIES CONSTRUCTION. W 3 "_ "_ -�" '- . ) PANERA UTILITY :,: LEGEND 1-1a . SEE BLOW UP DETAIL 4 V_ „ „ _ `x' , ,. A T _ E x. _t ,-. 61 HIs sHEET . ASEMENT _. SITE 5 - x :_ _ - -- .� t, : �- 5 =g �. u ..6 w ... ._. �. r -- _ :.. - .... 1 - - - ��-= PRO . �_ „ . POSrU SEW�Fl 5 a . r- _ . : . .:;,,. _,•.„ FM PROPOSED FORCEM .� I s.•�- AIN : i W PROPOSED WATER LINE _ I FL"J PROPOSED FIRE WATER LINE 4 a © 4 ® a a z __ 1. I . 4 7.v1. \ FDC PROPOSED FDC WATERLINE f E N O - 00 , CO �, PROPOSED TELEPHONE SERVICE O p m � r WIL 5 T co �� POTABLE WATER SCHEDULE >, U (D 3 <1 'O >, -v . � . ., , . I . 1.�., . EXISTING 6 WATER MAI (FIELD VERIFY)7 " N F Y O > 7 cYi ai Z OW CL Co DISINFECTION TESTING&AGENCY ANY U Q (� O Y CONNTH 6"GATE VALVE AFTER N ECT TO EXISTING 6"STUB OUAPPROVAL.COORDINATE NATE .. : , i' - SERVICE DISRUPTIONS WITH THE CITY OF ATLANTIC BEACH. 0 X ,; O PROPOSED 6"PVC WATER MAIN Plans Prepared By: �' 11 PROPOSED CPH, Inc. N I R POSED 6"FIRE HYDRANT ASSEMBLY,FIRE 5200 Belfort Rd.,Suite 220 1 HYDRANT SHALL BE MUELLER,PAINTED YELLOW L Jacksonville,FL 322 6 4 a 5 AND OPEN LEFT 1. 9. Ph:904.332.0999 5 PROPOSED 6 X 6 X 2 TEE&2 CORP STOP Licenses: . . LOW DETAIL "A'° Eng.C.O.A.No.3219 I 0 2"CORP STOP Lec.No.AA 6009 UP DET Survey 6 PROPOSED 6"X 2"REDUCER& Arch 2 26 i Q dscp.Lic.No.LC0000298 }� N.T.S. Ln Illi: 7 PROPOSED 6"X 6"X 6"TEE I 8 PROPOSED 6"SENSUS TOUCH-READ METER IN STANDARD JEA VAULT � : O >, 9. . 1 I , SEWER LINE SCHEDUL +; NOTE: , EXISTING TING 8 VCP SEWER MAIN El &SERVICE CONTRACTOR SHALL REFER TC REPORT OF A GEOTECHNICAL . a _ . , PROPOSED"DOGHOUSE"SANITARY MANHOLE a EXPLORATION BY UNIVER:AL ENGINEERING DATED - EXISTING E.INV.-4.25 DECEMBER 6, 2013 AND COORDINATE WITH ONSITE - _ EXISTING SW INV.=4.30 Z GEOTECHNICAL CONSULTANT FOR REMOVAL OF BURIED PROPwwv.=a.3o DEBRIS. FILL SITE 'U ELEVATION 7.00 �3 193 L.F.- S°P.v.c.@ o.a°i° (n a�S v ® 8"X 6"X 6"WYE W/CLEANOUT,INV.5.07&TEMPORARY PLUG Q ,U _ 1� Uj C �'. C :. 0 T 1 } % 5 24 L.F. 8"P.V.C.@ 0.4% J M PROF 30'X48"X24"P C MANHOLE ❑ Q i � ::X�:....... ­...... 5. .:f ... ®_ CD (2)`� 4 $CH 40 PV CONDUITS BETWEEN PVC MANHOLE AND JEA POLE ❑ WYE W/CLEAN OUT, INV.5.38&TEMPORARY PLUG y1. : 10 6 a. H C D )p ,,:_ - (2) 4 $GH 40 PVC 90°ELLS AT POLE �Z INSTALL'(OR CUT) =LLS IN PVC MANHOLE TO 45° ... .� ....: :. A :.. r.. - �� .. ..... ... ... ......,, .. ...... ... .. ...... --W-_ .. .... ..... .... , ..... .. n ."^.. ...._..._� cwt-.^^,] �_ ....... - >. ,: : ." ..Y•" + O ...... F N : :... ,: .. .,: :::_ .. 1 REMOVKEYNOTENLEGIENDNAGE A t/) Q O ( s r 1. ,_ APPLICABLE)AND ADD LANDSCAPING PER OPERATOR'S LL L ". :: .. ........... 99'. 9. 1. Q _:. *- :, :... . ... M .;, 9. . a EXISTING EA CONCRETE POLE#839 SPECIFICATION. (TYP) a z, >W <t (COORDINATE CONNECTION WITH JEA) 3 2O NEATLY SAW-CUT, REMOVE AND MATCH EXISTING CURB AND W >_ a ' F -, : PAVEMENT WITH A SMOOTH TRANSITION. �? O PROPOSED SAW-CUT LIMITS. V V � -, ...' O PROPOSED TYPE'D'CURB. SEE DETAIL, SHEET C 5. co IL E .. 4 Cow, � ;. ... .. ATLANTIC B�IJLEVARD Q EXISTING UTILITIES TO BE SAVED&PROTECTED. A JU ,� TOPS TO MATCH FINISH GRADE&TO BE TRAFFIC BEARING 0 WHERE APPLICABLE. o a • before . . O REMOVE EXISTING CURBING cL :. . ... Sheet N o. SITE LEGEND � I 9. 0 �% ` \*>< =PROPOSED ASPHALT PAVEMENT V�Af www.sunshine811.com I R a,+ : ,.; - •