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m�l <br /> ROVEMENT <br /> FOR z0 ME 01 <br /> C <br /> IMP <br /> 04 <br /> Q �� il� s <br /> CD0c3ah Ww EAST <br /> ,�. <br /> LANE <br /> FOR <br /> LODI AVENUE* <br /> BP WEST COAST PRODUCTS , LLC4 CENTERPOINTE <br /> PHONE # (714) 670-5300 C-) <br /> 0 <br /> w <br /> KETTLEMAN LANE <br /> d <br /> SCALE:NONE <br /> ABE3REV. DESC;. LEGEND AB AGGREGATE BASEVICINITY <br /> � _ � MAP-__.________.___..__...,.___.__.___.____._.._._. _.__._ .__.__ ,__..___...- ..� <br /> AC ASPHALT CONCRETE PROPOSED EXISTING <br /> ACP ASBESTOS CEMENT PIPE CABLE TV OVERHEAD <br /> AHD AHEAD STATION <br /> ARV AIR RELEASE VALVE <br /> BC BEGIN CURVE POWER OVERHEAD - _ - (aE�) <br /> BCK BACK STATION TELEPHONE OVERHEAD -- - --Tokl <br /> ( )_ <br /> BIRD BOARD <br /> BDRY BOUNDARY TELEPHONE UG - - --T(UG)---- -- -4 <br /> BO BLOWOFF VALVE <br /> BW BACK OF WALKPOWER (underground) UG (ua)__ .�H E-T INDEX: <br /> BSL BUILDING SETBACK LINE <br /> BV BUTTERFLY VALVE <br /> GAS LINE <br /> BVC BEGIN VERTICAL CURVE -- - -- - - - - TITLE .'5HEf c G� l�lF— L NOTE u <br /> wz <br /> GARY COMBINATION AIR RELEASE VALVE ANCHOR/GUY WIRE -- �- -- -- - -- -ti' _._ 0 a <br /> U <br /> CF COMBINATION FACTOR ! 2 GRADING, DRAINAGE & U rILI TY PLAN <br /> C & G CURB AND GUTTERSEWER MANHOLE -- __ __ __ __ ._._ � � .PIPE ----- --C ___ - _.____ -� ! <br /> CI P CAST IRON P I P c 1 <br /> 00 <br /> CL CE N TER LI N E _ _ a [[__�_____._ "� m <br /> SEWER LINE OD <br /> CO CLEAN OUT SCALE: 1 =4c� � ! q <br /> CONIC CONCRETE - <br /> CR CURB RETURN _ FLUSHING BRANCH/CLEANOUT - -- -- -� AM/PM BULpING ! a u <br /> CTS CHEMICALLY TREATED SUBGRADE �! - - -� —�- - - - ! __m a <br /> D TL DETAIL `A`-''ER SERVICE THE <br /> DIA DIAMETER STORM DRAIN MANHOLE 1 [PREPA'RE D IN OFFICE OF: <br /> DIP DUCTILE IRON PIPE 0: <br /> DW DRIVEWAYSTORM DRAIN ?? D PEAB DY' ENGINEERING <br /> E EAST ELECTRICAL <br /> EC END CURVE DRAIN INLET i :4, ; DESIGNED UNDER THE SUPERVISION OF: <br /> ELEV ELEVATION <br /> . .__ ..__ _ ._._ ,� <br /> EVC: END VERTICAL CURVE _ _�..,-.._____._..__. wA7 E r� SERVICE STUB ___ __ ,�� JACK VAOA RICE 54694 <br /> ESM T EASEMENT <br /> EX OR EXIST EXISTING WATER LINE <br /> FG FINISHED GRADE <br /> FE._ FLOW LINE -___._...__...-. _,_..,._-.._,.,,_ WATER VALVE _ �..._ __ _.._ _.._ .�-��- � ..__._� ,� 4 � <br /> F"C)C FACE OF CURB ���- KETTLECv9AN LANE <br /> m ` 01 <br /> GB GRADE BREAKREDUCER <br /> - -- ----- - <br /> GV GATE VALVE _ <br /> ZQ <br /> H OR I l HORIZONTAL __---- BLOW OFF ASSEMBLY -� ..-- - --� -- - -- "�' Q�S'Es,.-, � <br /> HI PT HIGH POINT - -- - <br /> INV INVERT -- - - AIR RELEASE VALYL - SITE - - _ <br /> IRR IRRIGATION � � _� <br /> LI_ I_C)T NS FIRE HYDRANT ASSEMBLY rjj�,c3FESS/°�`�� 0 <br /> LO PT LOW POINT <br /> MAX MAXIMUM COMB. A.V.R.V. <br /> � <br /> No. C54694MH MANHOLE Exp. 12-31 -0 3 <br /> NIN MINIMUM R.P. BACKFLOW PREVENTER �P�� <br /> NORN/A NOT APPLICABLE _ �� c1Vt\- <br /> N C NOT IN CONTRACT LUMINAIRE �' Or C��\F� <br /> NTS NOT 'TO SCALE _ DRIVE WAY A_- T_ :2� <br /> OG ORIGINAL GROUND/ORIGINAL GRADE <br /> PROPERTY LINE SIDEWALK RAMP <br /> PC POINT OF CURVE <br /> PCC POINT OF COMPOUND CURVE _._ _ _ BARRICADE Tx <br /> PRC POINT OF' REVERSE CURVE <br /> Zc <br /> PRO, PROP PROPOSED C SURVEY MONUMENT 0 �- <br /> PT POINT OF TANGENCY <br /> PUE PUBLIC UTILITY EASEMENT CENTERLINE <br /> - - -- - <br /> PVC POLYVINYL CHLORIDE PIPE <br /> PVI POINT OF VERTICAL_ INTERSECTION ------- RIGHT OF" WAY LINE <br /> RCP REINFORCED CONCRETE PIPE �� NOTES <br /> REQD REQUIRED - - - - - - PROPERTY LINE -- - -- - <br /> R(W RIGHT OF WAY 1. WORK SHALL CONFORM TO CITY OF LODI PUBLIC IMPROVEMENT DESIGN STANDARDS CONSTRUCTrON SPECIFICATIONS <br /> RRADIUS SOUTH POINT --- -- - - -- EASEMENT LINE _.� -- AND rHE STANDARD PLANS UNLESS SPECIFICALLY SHOWN OTHERWISE ON THESE PLANS. <br /> SD STORM DRAIN -------- - ------ EDGE OF PAVEMENT 2. STANDARD PLANS APPLICABLE TO THIS PROJECT INCLUDE' 205, 413 <br /> SI~-LT SHEET <br /> SS SANITARY SEWER FENCE LINE _x_ --- - - _x_ �3. CONSTRUCTION STAKING FOR CURB & GUTTER, WASTEWATER LINES, STORM DRAINS, WATER LINES, STREET CENTERLINES, <br /> STA STATION PAVING EDGES AND OTHER PUBLIC FACILITIES AS DIRECTED BY THE CITY SHALL BE DONE BY A REGISTERED CIVIL ENGINEER <br /> S_I­D STANDARD - 40 -- - CONTOUR LINE —40 --- - OR LICENSED LAND SURVEYOR. <br /> TC <br /> TC TOP OF CURB SIDEWALK 4. EXISTING UTILTIES SHALL BE PROTECTED. UTILITY AGENCIES SHALL BE NOTIFIED AND ALLOWED TO MARK THEIR UTILITIES <br /> TEE TOMP TEMPORARY IN 'THE FIELD AT LEAST 48 HOURS BEFORE EXCAVATION. CALL USA (`800) 642---2444. 00 <br /> •." 1.�>.<-^:.4�.:•p &�,: <br /> THRU THROUGH STREET LIGHT 5. STREET AND ROUGH GRADING WORK NEED TO BE DONE BEFORE UDNERGROUND WORK, <br /> TOW TOP OF WALL <br /> VAR, VARIES VARIABLE SLOPE 41= STREET NAME SIGN 6, EXCAVATION SAFETY REQUIREMENTS INCLUDE SUBMITTING A CAL OSHA PERMIT OR LETTER OF NOTIFICATION TO THE' CITY <br /> VERT VERTICAL_ BEFORE COMMENCING EXCAVATIONS OVER FIVE FEET DEEP. <br /> VC,P VITRIFIED CLAY PIPE SIGN PRINT DATE <br /> W WEST; WATER <br /> WS WATER SERVICE P- PAD GRADE ELEVATION P= PLAN SET_ <br /> PLUS OR MINUS (NOT EXACT) <br /> SHEETNQ.____.._._.__._.._..._.____.._._ __._____. <br />