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YOU DIG \• •n4 re 1 4•" r A h yA. ♦ • r.b®.. � �:, fry*' H « ray w yw �, i \ r : 1 r y '- i # Y r r' i r w, y• j Y, r. r fPrY f 1 ,m. � � r � n r i r♦ i r♦ h r r •_ r- r r r L.r r r ; -�♦r � 1. ♦•r a - :: {• �r � r •w ENGINEER PRIOR TO THE COMMENCEMENTOF rR RESPONSIBILITY CONTRACTOR O NOTIFY THE ENGINEER OF ANY DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS CONTRACTOR .,LY WITH ALLN.P.D.E.S. REQUIREMENTS. y y CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, UTILITY r ILI I ' r +• S. ` RECORD. r P y H' - L r • L.r BE PPTO r i: 1 i .. V i t r n£ rn { s - •r � rf r ♦ y1 � L -f rf � rr i :a� R s 4fllf 106 LF -lO CUCAMONGA STD. DWG. 319 ----- 1 EA ,ITY OF RANCHO CUCAMONGA 1 EA 10130 FOOTHILL BOULEVARD RANCHO CUCAMONGA, CA. 91730 L MADOLE AND ASSOCIATES, INC. 9302 PITTSBURGH AVENUE, SUITE 230 RANCHO CUCAMONGA, CA. 91730 IOTA T, MARK BERTONE PHONE: (909) 481-6322 DEV L FORE PROPERTY COMPANY 1004 SANTA BA BA,RA STREET SAiNTA BARBARA, CA. 93101 CONTACT. J IATHAN CO MELIUS PHONE: �805j 456-8344 b0l�lu .+ rrl . rr- DRIVE, SUITE J-1 COSTA �d 92626 PHONE: 9. REFERENCE w. YY ♦iw •�. DATED: r m r! 22,2015 INDEX OF SHEEM SHEET 1 TITLE SHEET SHEET 2 PLAN & PROFILE -IMARK NUMBER: 10039 dTION: 1208.1T Y OF RANCHO CUCAMONGA BRASS DISC I CONCRETE CURB AT NORTHEWEST ER OF FOOTHILL BOULEVARD 8 HAVEN T FOOT NORTH OF CURB RETURN AT I. CHURCH (� STREET SITE F001HILL BOULEVARD x a m 1 W O Q` R1' 6 ZZ ACM NOT r SCALEMAP LEGEND: ABBR EXISTING CURB AND GUTTER DC EXISTING RIGHT OF WAY EC BCR -- E EXISTING EDISON'LINE ECR — G EXISTING GAS LINE VC T EXISTING TELEPHONE LINE BVC SD EXISTING STORM DRAIN EVC EVC — W EXISTING WATER LIME MOC — — - RW EXISTING RECLAIMED WATER LINE CF — CL s EXISTING SEWER LINE EP CENTER LINE FL — PROPOSED RIGHT OF WAY FS— PROPOSED CURB AND GUTTER GB — PL — PROPOSED EDGE OF PAVEMENT PRC — PROPOSED EASEMENT RP — SD PROPOSED STORM DRAIN FEW- FEW - — S PROPOSED SEWER LINE TR — PROPOSED RECLAIMED WATER LINE HDW — W PROPOSED WATER LINE THW EXISTING FIRE HYDRANT o4 PROPOSED STREET LIGHT STORM DRAIN MANHOLE PROPOSED STORM DRAIN CATCH BASIN Q PROPOSED SEWER MANHOLE INNING OF CURVE OF CURVE INNING OF CURB RETURN OF CURB RETURN rim CURVE INNING OF VERTICAL CURVE )LE OF VERTICAL CURVE OF VERTICAL CURVE )LE OF CURVE B FACE rERLINE E OF PAVEMENT VLINE IHED SURFACE DE BLEAK PERTY LINE IT OF REVERSE CURVE US POINT IT OF WAY OF CURB SENT RATE )WALL OF HEADWALL pr T1 .. ,r rw ' .... CUCAMONGACITY Of RAN: HO ROATAgNST COMER OF FOOTAILL •m D AND ■ .. OJ AVE, DRAINPUBILIC STORM a APPROVED BY: CITY ENGINEER e rid- �I e } Vim' RAPT �4LE 7 � No. '8 � G 3(9'? S 1 Ea(p: 08-30—U8 DRAWN %t enu a r oN s'� SHE SC rtaedug es r4 OF-2- et v tt� p�CALS�a CHECKED � a')2iE No 36637 DRAWING NO. RAM nAYM All Ell C Kl— "?A1;I)- "S Underground Seryme, Alert CALL TOLL FREt ll U@O a t WORKING DAYS BEFORE 1 48' 1 L u�� �i ... 41 s t r 4 W t j -' 00 CIO DUE TO THE MORATORWM ON FOOTHILL BOULEVARD, k a I- GRIND 0.12"THICK IS REQUIRED; :: RI •I AN ADDITIONAL 25"EAST AND WEST OF THE CONSTRUCTION AREA. F PAVING 1 to P" 1' T r PREPARATION, ACKLESS TACK COAT MATERIALS. m W . °3a E j HORIZ 1 "= 20' F VERT 1"= 4' PLAN 1 "= 20' SCALE IN FEET SC,4LE.•� �CJ� ( EDGES TO BE ROUNDED �. � I TO 3" RADIUS D BARS 3" 0. C. TiE BAR a -- � c A Le, E BARS 3'-3" LONG RADIUS ID OF SPUR . OR qp 3'-V MAXIMUM C t t I OPTIONAL OUTSIDE EDGE OF CONCRETE 0 BARS --- tt _ -. TIE BAR ��. / 44-H BARS _- 3'0" LDNC �' 1J 3 R9 3 BARS 4-8NI 1 LOU' 3 GO.S ' GO DETAIL N E I«F TO N BARS 6 O.C. 11�� TO HOIDC EDGE 6E iRiNS6 AND COVER NOT SIaOWNJ PLAN p yy... pg MANHOLE _ ISH rTB,•NM07 SHOVVN) STREET GRADE MANHOLE FRAME CONCREYE RINGS -- 5" X 1- RING AND COVER PER PER STD. NO. 322 SEAT STREET GRADE - STD. NO. 324 omir THIS STEP I IT BARS _ IN PAVED STREETS I Td H BARS �. C BARS MANHOLE SHAFT 5" X 2"' PIPE PER STD. NO. 322-4 3 O SEAT O :6 OR PAVED //�. ° 24- �� P BARS Z STR-UNP 2'y2"/ VARIABLE w STR UNPAVED/! ry STREETS (_,: {..@ TIE BARS ILE'_ STEP PER TIE BARS a )!V/. ! ,TD. No. 326 -- 4. � �.a � J BARS G- ROUND EDGES ' \"-� ROUND EDGES TO 3" ? - F --J BARS '�--�\..LLL/// '0 3" R _ SPRING LINE I INLET EIFVATiON WAS O.C. BO y APPLIES AT THIS h _ WAYS. TO Bt us=_o ,I. SECTION 'V WHEN D IS 80 OR P- POND OVER --- SEE NOTE 1) SECTION i�i - ra ._.__.-..._. ABLE OF VALUES OR F' i z CT `T..... s, O _35 S /2' i8 it 3/4' 1 39 7 U 12 112' PIP' SEAT LEVEL j 42 7 l2 Pp 13 !4^ �`- 9° NO-, E 9 4 7 3/4' 6 id v I E BARS" `` 48 8 D2 15 F u_t 51 8 1/2, i08 t _ 1 3 R 54 B �1 d t5 1/2 JJJt1RRj ? B 1/4" 20 n a D RARS 609 1/2 126 17 2; 4"_ P 63 10 132 �—] /2 i off D /4 138 7 ID 3/4' 1441,18 i2 u GRADE POINTS TABLE BE VALUES fOR N (SEE VOLE BEE NOTE 4 SECTION P EVPP O STR °i U0.P'AVEf+ S RFET �^.y gg MN MAX I MIN SECTION B - B A - A 2 AD /2 _ 6� O 11 G 8 1l2' Y A 1 3 f CITY OF RAN IHO CtJCAMONGA, CALIFORNIA VE➢ BYi —�. �� MANHOLE NO 2 -.-- � STANDARD PLAN 36" PIPE & LARGER _ 319 WEER TEj USE WITH STANDARD SPECIFICATIONS FOR PUBUC WORKS OONETRUCTIGN 2 /1953 j SHEET I B;' 2 1__'�j OM ' y� e - u t EQUAL. Sy7 CONSTRUCTa r t� e< y D JUNCTIONCONSTRUCT q: H , O . t is e. T No. 36637 1 Exp: 08-30-18 BENCHMARK BENCHMARK NUMBER: 10039 ELEVATION: 1208.17' 2"CITY OF RANCHO CUCAMONGA BRASS DISC SET IN CONCRETE CURB AT NORTHEh]EST CORNER OF FOOTHILL BOULEVARD & HAVEN AVE., 1 FOOT NORTH OF CURB RETURN AT NOTES: 1. WHEN DEPTH M FROM STREET GRADE TO THE .TOP OF THE BOX ;S LESS HAN 2'-10 T/2" POR PAVED STREETS OR 3 & FOR UNPAVED STREETS. CONSTRUCT MONOLITHIC SHAFT PER SEC :ION C-C AND DETAIL N. SHAFT FOR ANY DEPTH O� MANHOLE MAY BE CONSTRUCTED PER SECTION C-C. WHEN DIAMETER DI IS 48" OR LESS CENTER OF SHAFT MAY BE LOCATED PER NOTE 2. 2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM DRAIN WHEN. DIAMETER DI IS 48" OR LESS, IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 450 VVP`R CENTER LINE AND OMIT J BARS. 3. L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN ON THE PRO ECT DRAWINGS. .A D2 = 96OR LESS, 1 4'-6 P 5' E D2 < OVER 96", L = 6 0' P = 8 L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. W11..N L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED, D BARS SHALL BE CONTINUED 6" O.C. 4. STATIOPS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER SINE OT SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND REFCR TO THE PROLONGED INVERT GRADE LINE. 5. REINFORCEMENT SHALL. CONFORM TO ASTM A: 615, GRADE 40, AND SHALL. TERMINATE 11/2" CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. 6. `FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE- 7. BCDv OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEY WAY MAY BC PLACED AT SPRING LINE 8. THICKNESS OF THE DECK STALL VARY WHEN NECESSARY TO PROVIDE A LCVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F SHOWN ON THIS PLAN. 9. D BARS SHALL BE 94 FOR D2 : 39" OR LESS E5 FOR D2 - 42" TO b4" INCLUSIVE AND V6 FOR DS 90" OR OVER. TIE BARS SHALL BE 43 BARS. 10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE PACE OF CONE AT SPRING LINE UNLESS OTHERWISE SHOWN i.. STEPS SHALT. CONFORM TO STANDARD ©LAY 324. UNLESS OTHERWISE SHOWN STEPS SHALL BE SPACED 14" TO 15 ON CENTER THE LOWEST' STEP SHALL NOT BE MORE THAN 2'-6" ABOVE THE INVERT. 112. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 324. UNLESS OTHEWISE SHOWN. 13. MANHOLE SHAFT SHALL, CONFORM TO STANDARD) PLAN 322. UNLESS OTHER'NISE SHOWN. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN. 324 24 INCH MANHOLE FRAME AND COVER. 325 STEEL STEPS CITY OF RANCHO CUCAMONGA, CALIFORNIA - B MANHOLE . 2 tY T i STANDARD PLAN i'\O J'TERj/ I _ 36" PIPE & LARGER ...---- 319 AT y E USE WFTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 2 OF 2 I� DESCRIPTION of REVISION DATE APPROVED I fIG NORTHEAS71 CORNER OF FOOTHILL BLV , AND H'IE MO A AVE. FnUBLIC 6 APPROVED BY. CITY ENGINEER IF DATE. Lilf�� Ir lat ROE; 67514 DESIGN RAM MADOL . I( girtee - C� unfffes ! _, IP RGE No 36637 DATA FILE No . ;2 RECOMMENDED DRAWN SC SHEET OF__. 2 CHECKED RAM DRAWING NO. 50- 79 A