Loading...
HomeMy WebLinkAbout1452-D , GENERAL NOTES IN THE CITY OF RANCHO CUCAMONGA QUANTITY OPINIONS CONSTRUCTION NOTES 164 LF. Ot FURNISH AND INSTALL 33' R.C.P. (SEE PROFILE FOR DETAIL). 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE i --246 L.F. FURNISH AND INSTALL 33" R.C.P. (SEE PROFILE FOR DETAIL). CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - 19g1 AND q?/qg SUPPLEMENTS. 1002 L.F. 3O FURNISH AND INSTALL 30' R.C.P. (SEE PROFILE FOR DETAIL). CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND SPECIFICATIONS. 39L.F. 4O FURNISH AND INSTALL 21' R.C.P. (SEE PROFILE FOR DETAIL). 2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING STORM D R A 80 L.F. Q FURNISH AND INSTALL 18' R.C.P. (SEE PROFILE FOR DETAIL). UTILITIES WITHIN THE LIMITS OF CONSTRUCTION AND SHALL NOTIFY THE ENGINEER OF ANY DEVIATION FROM THE LOCATION SHOWN ON THE PLANS 4 LF. © INSTALL 3Xr C.S.P.. 14 GAUGE. PRIOR TO CONSTRUCTION OF IMPROVEMENTS IN THE VICINITY THEREOF. BETWEEN 6TH STREET AND '7TH STREET 4 0 INSTALL C.S.P.. I4GAUGE. 5 FEA.A ® CONSTRUCT MANHOLE -2. PER CRY OF RANCHO 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL CUCAMONGA STD. DWG.319 , SECTION 'C-C'. "Fr PER PUN. FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR 2 9O CONSTRUCT JUNCTION STRUCTURE - PER CRY INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE WEST 0 F HAVEN STREET EA. 7.OF RANCHO CUCAMONGA STD. DWG.331 SHOWN ON THESE PLANS. 1 EA. ® CONSIRUCTtRANs1T1oN STRUCTURE-3 PER CITY 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA OF RANCHO CUCAMONGA STD. DWG. 336 ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION ( PORTION OF A82 - 1 ) WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-Of-WAY. © NOT USED 5. THE CONTRACTOR SHALL POSSESS A CLASS "A" LICENSE (GENERAL ENGINEERING CONTRACTOR) IN ACCORDANCE WITH THE PROVISIONS OF THE NOT USED CONTRACTORS LICENSING LAW (CALIFORNIA BUSINESS AND PROFESSIONS CODE, SECTION 700 ET SEQ.) AND THE RULES AND REGULATIONS ADOPTED PURSUANTINCLUDING STREET IMPROVEMENTS AT '7TH STREET W HAVEN 2 EA. ® CONSTRUCT CATCH BASIN N0. 1 PER CITY OF RANCHO THERETO AT THE TIME THIS CONTRACT IS AWARDED. CUCAMONGA STD. OWG.300, "W A 'V' PER PLAN. 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, 4 EA. ® CONSTRUCT CATCH BASIN NO. 2 PER CITY OF RANCHO MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PR10R TO PAVING. CUCAMONGA STD. DWG.302 , -W A 'V• PER PLAN. 7. ESTIMATE OF QUANTITIES IS PROVIDED ONLY FOR THE CONVENIENCE 3 EA. ® CONSTRUCT C.S.P. RISER INLET PER DETAIL ON SHT. 1. OF THE CONTRACTOR. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A 2 FA. ® MODIFY EXIST. C.S.P. RISER INLET: WEU) 1/4' STEEL PLATE WITH 6' DIA. BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT OPENING OVER EXIST. 1 S' DUI. OUTLET OPENING FROM RISER. ADD 1/2- SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE BASE TO DEBRIS BARRIER AS REQUIRED TO REDUCE MAX. CLEAR SPACE TO CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 4 1/f. REPAVE AND/OR REGRADE AREA, CLEAN OUT INLETS AND PIPES AFTER MODIFICATIONS ARE COMPLETE. 8 WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT. CLEW, 196 S.F. © PAVE SLOPED 'GRADE-TO-DRAIW PORTION WITH r A.C. TO LIMITS SHOWN. HAZARD FREE. ORDERLY STATE. THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEWED UPON REQUEST OF THE INSPECTOR. 4 EA. ® PLUG END OF PIPE WITH 6' CONCRETE OR 6' BRICK 9. CONTACT UNDERGROUND ALERT 1-800-422-4133 AND THE FOLLOWING A MORTAR. UTILITY COMPANIES AS REQUIRED, 2 WORKING DAYS PRIOR TO EXCAVATION: 1 EA. ® CONNECT EXIST. UNDER-SIDEWALK DRAIN TO NEW CATCH BASIN. INCLUDING '"'SSW A& REMOVAL OF EXCESS LENGTH AS DETERMINED BY FIELD INSPECTION. BEND 1 SOUTHERN CALIFORNIA GAS COMPANY 714 394-3863 SHT. 6 EXISTING DRAIN REINFORCING STEEL INTO WALLS AND TOP SLAB OF NEW C.B. 1050 OVERLAND COURT 714; 394-3831 SAN DIMAS, CALIFORNIA 91773 ATTN. TOM STUVE SEE DETAIL SHEET 1. SOUTHERN CALIFORNIA EDISON (714) 357-6103 NpIUwo AVE. 7TH STREET 1 EA. ® RECONSTRUCT GUTTER AT CATCH BASIN LOCATION TO 7951 REDWOOD AVE. ATTN. J.RICHARDS MATCH EXISTING (NO LOCAL DEPRESSION). FONTANA, CALIFORNIA 92335 PLANNING DEPT. LUMP SUM RECONSTRUCT EXIST. Ur WATER MAIN TO CROSS UNDER ' w>A NEW STORM DRAIN WITH 12" MON. CLEARANCE. COORD- GENERAL TELEPHONE COMPANY (714) 949-8208 SHT 4 INATE DESIGN, CONSTRUCTION, AND INSPECTION WITH 585-A NORTH MOUNTAIN AVENUE ATTN. MARTY REID CUCAMONGA COUNTY WATER DISTRICT. UPLAND, CALIFORNIA 91786 CUCAMONGA COUNTY WATER DISTRICT (714) 987-2591 roonaL Ivo. 56 S.F. ® REMOVE EXISTING STRUCTURAL SECTION AND REPLACE NRH 9641 SAN BERNARDINO ROAD ATTN. JIM CLINE 1- MORE A.C. THAN IXISTING,MATCH ELEVATIONS AT SAWCUT AND GUTTER LIP. P.O. BIN 638 5160 S.F. ® REMOVE EXIST. AC/AB AND CONSTR. 0.42' A.C. (0.10'A.C. OVER 0.32' A.C. BASE COURSE) RANCHO CUCAMONGA, CALIFORNIA 91730 PROPOSED STORM DRAIN OVER 0.62' CRUSHED AGG. BASE. METROPOLITAN WATER DISTRICT (213) 250-6564 71" ST. SHT. 3 305 LF. ® CONSTRUCT 6' CURB WITH 24' GUTTER PER CITY STD. 303. P.O. BOX 54152, TERMINAL ANNEX ATTN. JIM HALE PROJECT wwft 97 2;1 LOS ANGELES, CALIFORNIA 90054 SITE 50 LF. ® CONSTRUCT REDWOOD HEADER PER DETAIL ON SHEET 6. CHINO BASIN MUNICIPAL WATER DISTRICT (714) 987-1712 P.O. BOX 697 ATTN: LARRY MILLER FOU"M STRUT ® SEE STORM DRAIN PLANS. RANCHO CUCAMONGA. CAUFORNI► 91730 SIMMONS CABLE T.V./SCOTT CABLE T.V. (714) 987-7122 DfrWrATR 19 SHT. 2 LUMP SUM ® INSTALL TYPE N-OF SERVICE EQUIP. ENCLOSURE MO ONE METER SEWM.PERr.C 9524 19TH STREET ATTN: HAL BERMAN / MATT GLENN T00 LF. ® INSTALL ELECTRICAL CONDUIT PER SCE PLAN. RANCHO CUCAMONGA, CALIFORNIA 91701 DCA CAABLEVISION (714) 987-2225 UJNP SUM ® CONST. UTILITY IUFMT OVER EX. SANITARY SEWER PER CC ND STD. DWG. N0." 9155 ARCHIBALD AVENUE, SUITE 302 ATTN: CLAYTON GRAHAM 6TH STREET -� ® NOT �� RANCHO CUCAMONGA, CALIFORNIA 91730 US SPRINT (714) 874-8860 ® NOT USED. NETWORK W INSTALLATION (800) 521-0575 521 WEST RIALTO AVENUE ATTN: PHIL FREEMAN NOT USED x 158 RIALTO CALIFORNIARNU► 92376 2 EA. ® INSTALL W47 RNLROAD WARNING SIGN PER CALTRANS 1257 WEST T BROOKQN ATTN: 9L BRAN'S VICINITY MAP INDEX MAP TRAFFIC MANUAL, CH. 4. 1257 WEST BROOK STREET ATTN: BILL BRANTLEY ONTARIO, CALIFORNIA 91762 SAN GABRIEL MUNICIPAL WATER DISTRICT (818) 969-7911 NOT TO SCALE MOTTO SCAB 2 FJ1. WHITE RAILROAD CROSSING SYMBOL PER CALTRA1iS STD. ® , A24-C 549 EAST SIERRA MADRE AVENUE ATTN- BOB STALLINGS P.O. BOX 1299 AZUSA, CAUFORNIA 91702 1 60 L.F. ® 24" WIDE WHITE LINE. WILLUIMS TELECOMMUNICATIONS COMPANY (714) 947-9441 1152 ACACIA COURT, SUITE A ATTN: MICHAEL VANDENBERG PROPOSED CATCH BASH 171 LF. ® 12' WIDE WHITE UNE. ONTARIO. CALIFORNIA 91761 10. BEDDING FOR REINFORCED CONCRETE PIPE SHALL BE PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING &*I, CASE II. IMPORTED GRANULAR BEDDING MATERIAL PER THIS STANDARD IS REQUIRED FOR ALL EX. UNDER-SIDEWALK QUANTITY OPINIONS DISPOSITION NOTES 400 LF. ® 4" BKIp YELLOW CENTERLINE KITH REFLECTIVE MARKERS PIPE BEDDING ON THIS PROJECT. I DRAIN BACKFILL ABOVE TOP OF BEDDING MAY BE NATIVE SOIL FROM EXCAVATION I I LUMP SUM ❑1 PROTECT IN PLACE LEGEND AND A88REVIATIONPER CITY STD. DWG.133•. S AND SHOULD BE PLACED IN LIFTS AND COMPACTED BY MECHANICAL MEANS. 222 LF. ❑2 SAWCUT - 212 LF. ® OOUBI.JI[YELLJDI►CENTER LlIE pDt CTITSTD 011!!r Nb 133. THE THICKNESS OF THE LIFTS IS DEPENDENT ON THE EQUIPMENT USED FOR RAINBIRD" SPRINKLER HEAD COMPACTION. TRENCH BACKFILL SHOULD BE COMPACTED TO A MINIMUM OF LLUMP SUM REMOVE EXISTING BARRICADE 8576 RELATIVE COMPACTION BETWEEN THE PIPE ZONE AND THE UPPER 3 TREE 4 EA. © INSTALL TYPE 'L" MARKER PER CRY STD. DWG. 10i. FEET. NINETY PERCENT RELATIVE COMPACTION IS REQUIRED IN THE UPPER LUMP SUM ❑4 RELOCATE EXISTING SPRINKLER HEAD AND IRRIGATION PIPING SO AS TO KEEP EXISTING IRRIGATION SYSTEM IN OPERATION SHRUBBERY 3 FEET OF TRENCH BACKFILL DURING CONST. do RESTORE TO ORIGINAL COVERAGE. 2 EA. ® INSTALL BLUE REFLECTIVE MARKER (F.H. LOGTOR).PER CITY STD. Oft. 134, 11. IN EXISTING PAVED STREET AREAS. TRENCH REPAIR SHALL BE PER CITY + ELEVATION POINT STD. 190. LUMP SUM ❑5 REMOVE AND REPLACE EXISTING SOD. SHRUBBERY, AND/OR 1 EA. ® INSTALL 11_1 MARKER PER CITY STD• DWG. 406, TREES AS NECESSARY FOR S.D. CONSTRUCTION. NG NATURAL GROUND a MATCH EXISTING GROUND FG FINISHED GRADE 6 EA. ® INSTALL ONE-WAY CLENt REFLECTIVE MARKER TYPE 'Y l I LUMP SUM E7 REMOVE EXISTING CONCRETE PIPE AS REQUIRED L J LUMP SUM ❑8 RELOCATE EXISTING TREE R TOP OF CURB PER CITY STD. DWG. 406. 9 EA. ® INSTALL R26(sYNO STOPPING ANY TIME'sm. � EX. CURB AND REMOVE SHADED PORTION OF CONCRETE EX. RAW RIGHT OF WAY GUTTER UNDER-SIDEWALK DRAIN, AND BEND EXIST. LUMP SUM ❑9 MAINTAIN SPRINKLER SYSTEM FOR WATERING OF UNDISTURBED PROPERTY UNE / REINFORCING STEEL INTO WALLS do TOP SLAB AND REPLANTED SOD. 00 LF ® INSTALL 4!*IMIDE WFITTE LINE PER CM STD.D1Nt�. NO.106. OF PROPOSED C.B. Q BASELINE 261 LF. 10 REMOVE EXISTING CURB A GUTTER 2 EA. 11 RFMOVE •SALVAGE EXISTT, W53 SM Sk FWT DELIVER TO CITY YARD � CENTERUNE 1 fs A GD1�+TKiJGT Gott�ET6s couh� r6� �rTY yT D. 32q AS DIRECTED BY INSPECTOR. SD STORM DRAIN 19 DETAIL 0 CONNECTION OF EX. UNDER-SIDEWALK 12 BY PAVING CONTRACTOR GL GUTTER UP 13 BY A.T. do S.F. R.R. TR TOP OF RAIL DRAIN TO PROPOSED CATCH BASIN ❑ I:Ess� ASSEMBLY-SEE ICATEE GRATE RIGHT 2"z 2"X 3/i 6" LUMP SUM 14 REMOVE k REPLACE EX. P.C.C. C&G, AND SIDEWALK AS REQ'D FOR Q� ON 3"A.C. PAVEMENT I &LVANMED� ❑ STORM DRAIN CONSTRUCTION. ���� �. s YN� CITY OF RANCHO CUCAMONGA TOPLUMP SUM 15 REMOVE EX. P.C.C. CHANNEL AT LOCATION OF NEW C.B., PER ELEV. STD CSP -�- �� SPar A G C.C. RECONSTRUCT To CONNECT CHANNEL TO NEW C.B. V PER PLAK WRAP WITH ONE THICKNESS I spar �D EACH OF 15 POUND FELT PAPER, �PCS'rW4 FLACE: - � 'Z STREET AND STORM DRAIN PLANS RIM ELEV TO -v SHAPE OPENING FOR SMOOTH NU MuM 191 LF. 16 REMOVE EXISTING REDWOOD HEADER. W co N m JOINT s� `- :N " ❑ °` " 46 BETWEEN 6TH - &, 7TH STREETPER PLAN _ __ PER PLAN CMP 8A,✓ot couPcc�t LUMP SUM 17 REMOVE AND REPLACE PORTION OF EXISTING P.C.C. CHANNEL �� � - DITCH ELEV. PERPPLS �10 tf AS REQ'D FOR S.D. CONSTRUCTION. GRAD C-RAN6ED LAT A"- ;, A-(c> ADDED LONG PER PLAN R.C.P.-SIZE 18 REMOVE EXISTING CATCH BASIN. UTI SUpr�r=r a 0&Jr- P6L6TeP AkV-V" of C.$. No.2 a LAT A.-o WELD PER PLAN 2 EA. 3" A.C. PAVEAENr - f c++A�4&F-p Feem s•ZA, To 4.13' �qr�, ClVj\' 04. WEST OF HAVEN AVENUE � 19 RELOCATE EXIST. GAS MAIN (BY OTHERS). �.I.Y o,t�K N:� - 4" CNP RAND COUPLER oEscwrrlol� o� REvlSlptl: w�-1�: ,,,,,, -KDYELP ...� TITLE SHEET 4- PCC SLAB to -.� IO CurSLOPE TO DRAIN -� CONNECT TO RCP WITH 8' EOU 2'x 2" Slurs 325o PS E«u«Y SPAcA� APPROVED BY DATE P PCC COLLAR AS SHOWN CONCRETE „ �ex z"'x 3 r� CITY ENGINE ��Y: 0R.C.E. NoeVW GAWVAZFLD , PRIVATE ENGINEER'S NOTE TO CONTRACTOR: DESIGN L J/ RECOMMENDED P03T5 AT 0 O.C. PREPARED UNDER Tik 6GPE MION OF 5 CSP RISER INLET do CONCRETE COLLAR DETAIL spar WELD To 13x0 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND uTTL111E5. PIPES. AND/oR 9035 Haven Avenue, Suite 105 STEVE R. SYNOVIrt R.C.E. C46867 EXP. 6-31-1"1 POSTS ort S&M SIDE5 STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE Rancho Cucamonga, California 91730 S.S./G.C. (ALL STEEL COMPONENTS SHALL BE GALVANIZED RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES BENCHMARK: BM 116 EL. 1 116.87 (714) 944-5400 DRAWN SHEET AFTER FABRICATION) EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL ASCERTAIN THE NOT TO SCJILE• TOP VI TRUE LOCATION OF ANY UNDERGROUND UTILITIES, PIPEUNES, AND THE LIKE, AND CHISELED " 13 SEC R.R. WARNING S.F./P.T./J.L. 1 7 SIGNAL, EAST SIDE OF HAVEN AVENUE or -� - SHALL BE RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES OR BY A.T. & S.F. TRACKS (AT 8TH STREET) CHECKED DRAWING NO. FACILITIES, SHOWN OR NOT SHOWN HEREON. CONSULTANTS - INC MAL L ENGINEERING SU R VG"TI N G c 1s-1.D1NG S.S./G.C. G;.E. Ib. / � � -D TE FILE NO. -- ------------- -- - - -- --- - JOB NUMBER: 5015 ----- ------ -- --------- - ---- - --- --- - t - *r � f I � nnAA -ice 54.E C► .5. i a 4-.7 1i­.J;-s, 4 t f t Z c1f. f"_ f 2 _. - _ - 1 L R P S D G A E -- - s-. �L PIPE � ; - � _ <_ T - - - 77 t - - �4�'.5 C S - _ _ _ -+-- �, E I i G G 0 N 7 ,t .G►.L. 100 AH -f T--- 107f+ 0 1070 1075 Y_ _fjj �- 1075 1075 I _ . _ -- i _ c. .sl ._.. I ST 1 A R _ 6 - - + r4--- _ h --� 1 ±_ y 4-L __go st EU IbROUND m _._ _ 065 1070 1 tot*, - } 1065 - i , i Lill i T �•. • O6 t or T _ _ 0 0 0 v I _.. - - . P U - Y 1060 1060 1065 t . - _ + -_. _ _ - 1065 - 1065 Cl FT] r Lit, • _ __. _ - - _. Q. v ,. s�..oo Ll 4 14 SCALE. E �p _ _ HORIZONTAL "-20' _ t --w Lw t t -t _. _� 4!4� .91, -f-L I I - I -. _ _ VERTICAL i"=2' F F17 10+00 10+50 11 +00 11 +so 12+00 12+50 13+00 CONSTRUCTION NOTES 13+26.61 � "C" 13+50 14+00 =C CENTER AVE. - - STORM DRAIN STATIONS (TYP) " EX. 8" V.C.P. SEWER PER U D CENTER AVE , DISPOSITION NOTES 10 FURNISH AND INSTALL 36 R.C.P. (SEE PROFILE ABOVE DWG FOR DETAIL). CP.MD 8800"N0. 85-S1 -2 0 U U � PROTECT IN PLACE 2 FURNISH� REFLECTOR POST a oo w � ❑9 MAINTAIN SPRINKLER SYSTEM FOR WATERING OF UNDISTURBED Q S AND INSTALL 33" R.C.P. (SEE PROFILE ABOVE � o a 18+23.50 � "C" 0 o co 2❑ SAWCUT AND REPLACED SOD. FOR DETAIL). ® FURNISH AND INSTALL 21" R.C.P. (SEE PROFILE ABOVE W o ZEXIST. 36" CMP INLET 1 1 O 04 8 a4 RELOCATE EXISTING SPRINKLER HEAD AND IRRIGATION PIPING 14 REMOVE & REPLACE EX. P.C.C. C&G, AND SIDEWALK FOR DETAIL). W V' �or AS REQ'D FOR STORM DRAIN CONSTRUCTION. ) A.C. BERM 1 '} + Q O � 3 0 30.00' ❑ � � . N SO AS TO KEEP EXISTING IRRIGATION SYSTEM IN OPERATION 17 REMOVE AND REPLACE PORTION OF EXISTING P.C.C. 8 CONSTRUCT MANHOLE "2" PER CITY OF V) `L 14.00' 00 ^ DURING CONST. & RESTORE TO ORIGINAL COVERAGE. Q RANCHO CUCAMONGA �` 1 �`' x a 39: N N ❑5 REMOVE AND REPLACE EXISTING SOD, SHRUBBERY, AND/OR CHANNEL AS REQ'D FOR S.D. CONSTRUCTION. STD. DWG. 319 , SECTION "C-C". "H" PER PLAN. 8+49.00 C" 0 3 o a DIRT N + TREES, AS NECESSARY FOR S.D. CONSTRUCTION. 9 CONSTRUCT JUNCTION STRUCTURE " RUC URE 2 PER CITY OF ',� RANCHO CUCAMONGA STD. DWG. 331. . M I F- W v 1 EXIST. 36" MP INL 1 �'oo J SPRINKLER O O f\ a MATCH EXISTING GROUND +� 00 a I N w ( Z) 1 4 HEAD(TYP) v) II v) '� 13 CONSTRUCT CATCH BASIN NO. 1 PER CITY OF RANCHO 1 p 00 z w w a W 9 (TYPICAL) IN THIS AREA 0 1 CUCAMONGA STD. DWG.300 , "W" & "V' PER PLAN. 10+00.00 "A" 1 N o a FUTURE LATERAL A-1 © MODIFY EXIST. C.S.P. RISER INLET: WELD 1/4" STEEL PLATE WITH (V a N U J , J, �„�. J 6" DIA. OPENING OVER EXIST. 18" DIA. OUTLET OPENING FROM ~' =18+84.38 "C" v o N 1 - AND C.B. (BY OTHERS) r. 209-262- 022 r �-�r r r r� 0 J M RI � os N w w a' `� I (1071.51 NG r��I O J J J J O SER. ADD 1/2" BASE TO DEBRIS BARRIER AS REQUIRED TO 00 I w °' ( REDUCE MAX. CLEAR SPACE TO 4 1/2-. 1 �( 1-- REPAVE AND/OR REGRADE 1 O 0 1070.87)BW MATCH EXIST. " I LW COMPLETE.CLEAN OUT INLETS AND PIPES AFTER MODIFICATIONS ARE Z nx m � 17-117-1 1 // GRADE DOWN 1071 7 1 4 BASELINE A EXIST. 23' 10+50 30' / 6 5 0 4:1 TYP TOP 1071.8 FG 1072.88 NG RAILROAD EASEMENT 1074.5 NG BASELINE "A" (RAILROAD 0 1076.1 NG = "- 1 4 // 11+0 11+5o I � & � �I o I 0 N 18 PLUG END OF PIPE WITH 6" CONCRETE OR 8" BRICK 12+00 & MORTER. 1 1 12+50 � 13+00 13+50 � O 14+00 W N /.� P o cv O I o 4 /�. J; 5 1 DIRT C.L. PROP. STORM DRAIN 0 N 19 CONNECT EXIST. UNDER-SIDEWALK DRAIN TO NEW CATCH • 03 W 0 1 k 5 1 N 00 15'54"W BASIN, INCLUDING REMOVAL OF EXCESS LENGTH AS DETERMINED W BY FIELD INSPECTION. BEND EXISTING DRAIN REINFORCING + Z STEEL INTO WALLS AND TOP SLAB OF NEW C.B. SEE DETAIL I ^ 11 o rn \ 1 4 - - - - - cv 1069.84 3 3 �t o o „ � 1 � a ..J SHEET 1. LINII I a q� 1 6 1072.9 FGA - „ ( RECONSTRUCT GUTTER AT T W I N O W) 15 _ 1073.3 NG 2 1074.2 NG 1 G = ® CATCH BASIN LOCATION TO a w o ``' 2 DIRT 1 12' WIDE AND VARIABLE WIDTH EASEMENT TO THE )• zl 0 17 EXIST. RECTANGULAR CONCRETE CHANNEL 1 CITY OF RANCHO CUCAMONGA FOR COVERED STORM MATCH EXISTING. (NO LOCAL DEPRESSION 0 O vi 2 1071.8 1 SPRINKLER 1 4 Q ® REMOVE EXISTING STRUCTURAL SECTION AND REPLACE a (31 a _.n TOE 4 HEAD(TYP) DRAIN AND APPURTENANT STRUCTURES AND INGRESS • 1 EXIST. KWY. AND EGRESS. WITH 1 MORE A.C. THAN EXISTING. MATCH ELEVATIONS AT 4 T- O SAWCUT AND GUTTER LIP. II oil w o 0 0 � CULVERT U � Ut` II � �1 � =1 II 1 S 6 5 1 . / CONST. u I rry 00rrP FOR EXIST. SANITARY SEWER _ YUi PER CCWD STD. DWG. NO. 32 M v EXIST. GRASS TURF 1073.1 NG 1073.98 FL 1073.3 NG 1074.97 FL 1074.6 NG 1075.99 FL 1075.4 NG M OW o>, N 1 . ,: x l �' N1 V Z w EXIST. SIDEWALK / FES W J �p W I la l r-O W + �0 S. o . II Lu O a N ( � R/W 0) rn 1072.94 FL , r �r ��r J - » » Q �N CITY OF RANCHO CUCAMONGA r\PJ > JJ 01 .5 LIN '� ��o� R, syq�� O Q oD •• � 31 N W 1 II � � .� O � `� ) � ) � ) � E A 3 w i i , ­t • II d x v 3 01 P P N .t Ui '��`' �L y PLAN AND PROFILE ° CIO +° � - � �I W o Ad �,� + NOTE: Q 0 o + + BASIS OF BEARINGS: �- N m STORM DRAIN PLANS 00 II II II 15.00' 9.00' ao m O O 1 DURING CONSTRUCTION PERIOD, NECESSARY BENCHMARK: "BM 116 EL. 1116.87 BEARINGS SHOWN HEREON ARE BASED ON THE V) Na C46867 x 4V1 Q D J W o LANE CLOSURES SHALL BE COORDINATED WITH CHISELED '>k x r. m + / � SEC R.R. WARNING CENTERLINE OF 6TH ST. BEING N89'44'2o"W �k'----15 * ET�+YEEN 6TH & 7TH STREETS W UI v- W Q a THE CITY OF RANCHO CUCAMONGA. SIGNAL, EAST SIDE OF HAVEN AVENUE PER TRACT 7731 AS SHOWN ON A MAP RECORDED J'�► U w a a V j N _ SCALE 1"=20' BY A.T. & S.F. TRACKS (AT STH STREET) 12/22/83 IN BOOK 84/94-95. '4j�. C/V1\. w� 12.00' � a N z o c.i o U OF CAl-SFO STATION 9+84.24 TO STATION 14+35.00 ' 5 vim 6 W CURVE DATA APPROVED BY DATE!/-JLP/ 14.00 30.00 32.00 12.00 0 w CITY ENGINEER R.C.E. No�� (/) m O � R L T LOCATION PRIVATE ENGINEER'S NOTE TO CONTRACTOR: � - � THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, PIPES. AND/OR DESIGN PRET THE SUPERVISION RECOMMENDED STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE 9035 Hoven Avenue, Suite 105 G. CLOVER PSTEAREP R. ZUNI" R.C.E. VISION EXP. 6-a,-,�, l� ,Z�,q I 1 14'00'00" 45.00' 11 .00' 5.53' S.D. CL Rancho Cucamonga, California 91730 26+54.60 E� "C" (6TH ST.) _ RECORDS. TO THE BEST OF OUR KNOWLEDGE. THERE ARE NO EXISTING UTILITIES O 14'00'00" 52.00' 12.70 6.38 S.D. EASEMENT EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL ASCERTAIN THE (714) 944-5400 DRAWN SHEET =26+46.26 HAVEN AVE. HAVEN AVE * TRUE LOCATION of ANY UNDERGROUND UTILITIES, PIPELINES, AND THE LIKE, AND J.L./S.F./P.T. 2 7 _ - 1400'00" 38.00' 9.28 4.74 S.D. EASEMENT SHALL BE RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES OR 1"11111111011� � FACILITIES, SHOWN OR NOT SHOWN HEREON. CONSULTANTS • INC CIVIL_ ENGINEERING • SURVEYING CHECKED DRAWING S SYNOVITZ R.C.E. . c4aa� ^D DATE - - FILE N0. JOB NUMBER: 5015 •4144 46 -► .5 e.fis, . , { t - - _ d - - x , TI GGON _ - - - 1080 } 4- _._. 4. : - 08 Ll • __ - - _ k Li { r , _._ ._ • - .. _ _ _ I ... i • , i s � 'T 1075 i - - ` T t 1075 + . • 1 f , Gj - - „ _ 1 .: } - _ 1070 - - _ 1 62. 19 iJA' - _ : k } t t L € T` _+-�- 1070 • ®_ _F. k - _ _ SCAT + . C NST. 2 0 L.R. 3 R. __ . 000 r _ HORIZONTAL 1"=209 C T 0 _, 3 )" , R.-1 1 _ _ VERTICAL 1"=2• 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 20 -9-262-2-1 R CONSTRUCTION NOTES F ocr- v SCALE 1"=20' —• •)—• FUTURE � Y R r ���J\�J � � �J , r,r,J J `� O FURNISH AND INSTALL 33" R.C.P. (SEE PROFILE I� EXIST. CHAIN ABOVE FOR DETAIL) E CURB, GUTTER, RCP, I � LINK FENCE N AND CATCH BASIN BY OTHERS. Qf of A,P,, 1, 209-262-14 r ,� _ �I O3 FURNISH AND INSTALL 30" R.C.P. SEE PROFILE F., X OD LINK T FENCE \ J J) J J � f '� ABOVE W - _ w can ( E FOR DETAIL) X X X 1--- 0 FURNISH AND INSTALL 18" R.C.P. (SEE PROFILE _ X _ x Lai ON SHT. 5 FOR DETAIL) � 1077.30 FG o X r.. " / ( o F� , BASELINE--A:', X — — X — — X _ _ X X N ® CONSTRUCT MANHOLE Q PER CITY OF RANCHO W RAILROAD 1079.73 TR 1080.71 TR H" PER CUCAMON PLAN. GA TD. DWG. 319 , SECTION C-C . W 1082.36 TR 1084.30 TR W to P.L. B.L. o0 18 / 15+00 �i P W Q CONSTRUCT CATCH BASIN N0.1 PER CITY OF RANCHO V) CUCAMONGA STD. DWG. 300 , W" & V' PER PLAN. rr W 5 // 45. 0 1079.45 FG 1 s+oo 17+0o g Z ri EXIST. RAILROAD \(1078.20) FG oo RAILROAD EASEMENT 18+00 19+0o W 18 PLUG END OF PIPE WITH 6" CONCRETE OR 8" BRICK ..J — — (1079.20) FG 3 1081.40 FG EXIST. RAILROAD Z & MORTAR. 1082.70 FG J 2 16+00 17+00 — — — _ 18+00 1s+o0 H Q T. A-2 1076.3 FG TLINE ••A" v1 C.L. PROPOSED STORM DRAIN SEE SHT. S . w 1077.4 FG Ate— EN OF 1080.9 FG •• r FUTURE a DISPOSITION NOTES FOR PROFILE DIRT M a 12' WIDE AND VARIABLE WIDTH EASEMENT 1078'8 FG SEE SHT. 5 FUTURE TRACK LINE A � TO THE CITY OF RANCHO CUCAMONGA FOR FOR PROFILE SPUR LINE 1082.1 FG M 18 R.C.P. 1076.60 FG Q PROTECT IN PLACE 1077.50 FG COVERED STORM DRAIN AND APPURTENANT 1079.10 FG M © S�wcUT + STRUCTURES AND INGRESS AND EGRESS. I 5 (1081 .40) TC 108 .90 FG 15 REMOVE+ ❑ E EX. P.C.C. CHANNEL AT LOCATION OF NEW C.B., �— ��� 1 .90 L 1082.80 FG Of RECONSTRUCT TO CO - NNECT CHANNEL TO NEW C.B.�j 7 FL �7FL T7 T/ SEE DETAIL THIS SHEET. EXISTING 7 FL 15 (1 1 y�\` \ \ \C \ \ Q DRAIN CHANNEL � (1 83.17 TC FL Q N Z(V �/ �� Jam -' r'r,�_ _ (1082.61) FL 2 J� J Q Q LINE z � W EXPN � A _ _ I Z � AS �G 0 • ^ � Q `t 1082.83 TC 1 84.27 TC 1 209-262-716 XN II I 00 = PROPOSED C.B. `� ^ > (1081.69) FL (1 83.84) FL �pFESS/0 _ + 0 II q �,oe ik, Sy �q� CITY OF RANCHO CUCAMONGA tV + 10" C.F. 10" C.F. + 't �Q J� ND 6" C.F. ^ 0 = N ~ _�v + N 3 0 �� '��i PLAN AND PROFILE N EXISTING P.C.C. Q = W C N m Vi II _j L =N + R * Na C46867 STORM DRAIN PLANS C; = DRAINAGE CHANNEL Q cc m N = m EXIST. 6"C L & W 8 — — o DWG. R ��W �q� o��,,, BETWEEN 6TH & 7TH STREETS vi II II (j F OF CA. ac LEGEND REMOVE THIS PORTION OF INVERT AND CHANNEL s STATION 14+35 TO STATION 19+35 WALL CONSTRUCT CATCH BASIN WITH 10" C.F. AS SHOWN, WARPING CHANNEL INVERT TO FIT. APPROVED BY DATEl�'T_'t PRNATE ENGINEER'S NOTE TO CONTRACTOR: CITY ENGINEER R.C.E. No?!�� ® EXISTING BUILDING THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES. DESIGN PIPES, AND/OR 9035 Haven Avenue, Suite 105 PREP THE SUPERVMM of RECOMMENDED DETAIL ® CONNECTION OF NEW STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE Rancho Cucamonga, California 91730G. CLOVER STEVE R. SYNOVfTZ R.C.E. C46867 EXP. 6-31-1691 1d,z Q 13 n RECORDS. TO THE BEST OF OUR KNOWLEDGE. THERE ARE NO EXISTING UTILITIES ►•'�/ EXISTING SHRUBS C-13. TO E X• P.C.C. CHANNEL BENCHMARK: "BM 116 EL. 1116.87 EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL (714) 944-5400 DRAWN CHISELED ❑ SEC R.R. WARNING ASCERTAIN THE SHEET TRUE LOCATION OF ANY UNDERGROUND UTILITIES. PIPELINES, AND THE LIKE, AND S.F./P.T./J.L. SIGNAL, EAST SIDE OF HAVEN AVENUE 5015-2-3.DWG SHALL BE RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES OR CONSULTANTS • INC CIVIL 3 OF BY A.T. & S.F. TRACKS (AT 8TH STREET) FACILITIES, SHOWN OR NOT SHOWN HEREON. ENGINEER CHECKED _ ENGINEERING SURVEYING DRAWING N0. S. SYNOVITZ R.C.E. No. 046667 - - -- _ - ---- __ DATE - - FILE No. --- ------------- JOB NUMBER: 5015 Q oo =4 7 C.F.S. Q � 3.8 .F.S. Q, 34.5 C;F.S. ` Q �L39. C.F S. Q, =3 .5 C.F. X5.5 C.FS. ' i + 1093.87 c 4 2 .2=1 , 3. 2 C 09`.63 1 _ I • J : I t 1 DITCH +_ H _ [ i ; O s I i : in _ _. E 1 F.S. + t i 1090 I U UfE R IL S U I yLl 1090 . . : ; . II ... 1 : t } } I I Q = 'O +T-T__ - _ ; Jt v_ T. GR 0 N 'C P P c- - T-t � yIr .. .S tM i 1 0 r 7. , _ . _ jT{ , I o E 1085 mto 1085 1 0 0 - - I I _ _ _ ' _ CS. F -Y t ` wo 0 T' , 1io� _ • . _ E N 10 1 6 - _ V) t__4 t - -- --.. - • =- . � M , 1080 IW II 1080 los _ - , Z Ir i t • Z f� �. 00` I • 1` r _ INE I A I V 13 . i i 01 _ ^ U-4% + - � ,, _t I -t-ft t -f-_t­lI•� ' ,Q a j o . 11iR1 a, $. - + •':C HORIZONTAL 1"-z0' _ . _ > ,0 ,S 8 L., . _ t + - - C N'ST �0 'L.# 1+ + N .T. 1 , .F + 125d-a - + _ - I _ z0"• R.0 P. : N C N T. 1 5 L F. 3 R. .P. N 30" R C. N Z - z z - 3 R , �+ 1 R.C. N _ VERTICAL 1"=2' 1 1 00- II 0 DI 3 0 -r ; 000+-Di ' 1250-D 0 r DIA.-10' 0 19+50 20+00 20+50 21 +00 21 +50 22+00 22+50 23+00 23+50 24+00 R 1 +0 DISPOSITION NOTES S.D. TA. 1+15.01 a► . "A-5" 7th ST. STA. 18+00.00 A.T. do S.F. R.R. PERSONNEL WILL PERFORM TRACK MODIFICATION TO MATCH R/W END OF PIPES-- I SP I RISER INLET 26.25' LEFT x '"ti:iit ELEVATIONS ON TABLE HEREON. THEY WILL ALSO INSTALL TRACK CROSSING as _ 1 PROTECT IN PLACE 1 1 1 I RIM IEL.=1092.5; V=3.3 , D=3.0 AND SIGNALS, ARRANGE FOR ELECTRICAL POWER SUPPLY FOR SIGNALS, CUT a II � SEE SHT 5 I 3 n I I 6 22 LEFT 1� RELOCATE EXIST. SPRINKLER HEAD AND IRRIGATION AND RECONNECT TRACK SECTIONS TO ACCOMMODATE STORM I R ,� CRANGMv( LAT A-5 A A--6 ADv>;o 60H6 Goy-t_AR ' 1DRAIN TRENCHING do INSTALLATION. llss. UTI• SUPPoIZT v Ur-.1'�v, VH OF cq� r✓A- 2 Ll��. 5-(3 A3 w = W � �, I I W=2'-1 1 3 8" V=4.47' PIPING SO AS TO KEEP EXIST. IRRIGATION SYSTEM & -� GI+AN6Ev FROM 5.2b'To 4.13'• Z N , (V FOR PROFILE v7 1 1 PAVE SLOPED "GRADE-TO-DRAIN" IN OPERATION ORIGINAL COVERAGE.DURING CONST. & RESTORE TO 0e*C4E FT10W Or "VISIOFI Arrt�ITY J W In `t w o 00 22.0 ' I I PORTION WITH 3" A.C. TO LIMITS °��'' 7th ST. STA. 18+25.00 ❑5 REMOVE AND REPLACE EXIST. SOD SHRUBBERY o - O N I W II 1 x 1 ( L I I SHOWN. • SCALE �°=20' � t- II ,� wcn W=2 -1 1 3/8 V= SFJ' AND/OR TREES AS NECESSARY FOR S.D. CONST. -I� `1 I U U „ O -< N Q o __ . . t3' I I 5 i 1 S.D. STA. 1 +01 .09 LAT. „A_5„ > S.D. STA. 1 +24.00 LAT. A-6 , =11 +00 LAT. ' A-6 7� REMOVE EXIST. CONCRETE PIPE AS REQUIRED, \\y �j ap N N W Tg►N'>ITION STRUCTURE "3" 1 REMOVE AND RESOD AS REQUIRED. \ N � � _ _I1 W END OF PIPE o �'► T A-5 - _ - , II 8-18 , C-3.7 , 10 x 20 ESMT. TO THE CITY TO BE RELOCATED I \ S SHT A-60 , 8❑ RELOCATE EXISTING TREE. \ g Z to w _ > > OF RANCHO CUCAMONGA FOR a _ .� F R PROFITED=30 , E=3.5 , L=4.5 . COVERED STORM DRAIN AND � r, 209-262--13 r r r� r, r� � p � BY SO.CAL. GAS CO. ❑9 MAINTAIN SPRINKLER SYSTEM FOR WATERING OF A-.P�1\1, 2 O J-2 J J J J \ N O EXIST. DRAINAGE UNDISTURBED AND REPLANTED SOD. \ O U o O M N EASEMENT TO THE 1 4410 ' 30.00' I ( APPURTENANT STRUCTURES 18 REMOVE EXISTING CATCH BASIN. \ \ + Z 11 1 N CUCAMONGA PER AND INGRESS AND EGRESS. o � o II It ti o o RR NAL 00 CITY OF RANCHO 0 3 23+96.19 B.L. A \ (n It Q O C5 pj PST TO I P.M. 7731, BK. - REMOVED x 3 b I I =7TH ST. STA. 18+82.23 �-- - - -}- - - - - - -- - - - - --84-94/95 � - - - - - ATSFjFORCES � u EXIST. 8" VCP SEWER PER CCWD DWG. N0. 64-53 8 W BASELINE "A7--x A" o �1 EXIST. RAILROAD 1089.07 TR 1090.07 TR BASELINE "A" (1090.86) TR 1091.69 TR EXIST. RAILROAD 092.30 T I (1 93.08 TR 1094.02 TR- -- BASELINE "A"- - - - -'(1094.99 - -- p = + _ _ N __ __ __ �.._ __ __ __ __ 11 O (n(n 19+50 20+0 20+50 21+0 21+50 22+ 2 +50 + 4+ 24+ 1084.3 FG 1086.05 TR (1086.4) F= 1087.98) TR (1089.03) TR 1089.00 FG 1090.06 TR (1090.84 R 0090.5) FG 1091 .75 TR 8 00 1093.1 1 R 10'X'80 1094.06 1094.96 TR + W - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - _ - - - - - - - _ - - -- - - - -- - _ - - - _ - - - --RAILROAD EASEMENT - -- _ - -- ---- _ - - -- 1092.38 T - J PA4WONJ R/R EASEMENT - - - - - - ai (n EXIST. 18 C,RCP 1 1 S. STA. 24 21 . 1 = t ST. STA. 19+ 4: 24.75' LEFT QROFESS�pN • - - - - - - - - - - - - - -C,.�.��4R.�IO& D� ty- - - - - - - - - - - - - - - - - �R0RjO_ Z -STORM_0RAl _ __ - - - Tort- - - - - - - - - - - - - - - � - - }a wILI "A" CS ER-f . RIM EL.=10930 Q 3 (1083.7) FG 1085.4 FG 3 3 ® EXIST. „ In a 7 V IS , D-2.00 . PAVE SLOPED y <v L m �- -j 5 LAT. A 4 SPRINKLERS EXIST. RC < PA AREA "GRADE-TO-DRAIN" PORTION WITH W �, = FUTURE SPUR LINE 1087.30 FG LL_ ( 3 A.C. TO LIMITS SHOWN. Na C ^' U � 7 SEE PROFILE ^ o =10 •• 4 NZ Q 1083.8 FG 1085.3 FG 1087.4 ABOVE 1088.7 FG --t 7 1 I + p Nri I C.B. 22' LEFT * EXP.�6-!S DRAIN CHANNEL Vn - - - - - - - - �- ( W=2'-11 3/8" V=3.07' 4p M 0 In Owl 1085.77 FL \\\\\�\\\\\\\` \\\ \\\\\\� \\\\\��\\ 1087.96 L \\� \\\ \\\\\\ \\\\\\ 1089.08 FL \\\\ Q N W�- =x-� EXIST. 10" CML&W, NO DWG. AVAILABLE OF CA1.iF0 in + V) " " M ' = 1 CITY OF RANCHO CUCAMONGA 12' WIDE AND VARIABLE WIDTH EASEMENT Q " LINE 1. 9 (TYPICAL) IN THIS AREAN. . \ g - 10 TO THE CITY OF RANCHO CUCAMONGA 'i,� C; � � N ~ � I l � z �',� I I FOR OVEREDTRU STORM UR DRAIN AAND INGRESS A..lD,�\I, ) O 9-2 J2J 1 J J = H ., Azi4 = - \ p • J APPURTENANT S c LEGEND N w Irs o o to O M 22.00' 22-00- PLAN AND PROFILE & EGRESS. „�" oo N w Z ^ \ o + 27 0' 2 .00' STORM DRAIN PLANS CONSTRUCTION NOTES 9 CONSTRUCT STRUCTURE PER CITY N ; - 00 _ Ir II c, V; 3 R W OF RANCHO CUCAMONGA STD. DWG. 33 0• O Zn � o II 4 NOTE: FOR PROPOSED ROADWAY w II = R/W V; 1 / o ® EXISTING BUILDING w O W �' & R.R. CONSTRUCTION IN oo b BETWEEN 6TH & 7TH STREET O3 FURNISH AND INSTALL 30" R.C.P. (SEE PROFILE (9 CONSTRUCT CATCH BASIN NO. 2 P,FR CITY OF RANCHO ± II Q L J - 2 R 7TH STREET R/W, SEE SHT. 6 yy-2'-11 3/ ABOVE FOR DETAIL). CUCAMONGA STD. DWG.-5o2. , "W„& V" PER PLAN. c� = X EXIST. CHAIN LINK FENCE N = w O to Q M [-3.32' 18 STATION 19+35.00 TO STATION 23+74.75 5 FURNISH AND INSTALL 18" R.C.P. (SEE PROFILES Z N � p 't p O THIS SHEET FOR DETAIL). ® CONSTRUCT C.S.P. RISER INLET PER DETAIL ON SHT. 1. II Q O - Z APPROVED BY DATE 4��t� Vi _3 c) FX > �. 3 v► © FURNISH AND INSTALL 30" C.S.P., 14 GAUGE. 0 PAVE SLOPED "GRADE TO DRAIN" PORTION WITH 3" A.C. N _ .. CITY ENGINEER R.C.E. NoXM TO LIMITS SHOWN. Q PRIVATE ENGINEER'S NOTE TO CONTRACTOR: DESIGN RECOMMENDED O7 INSTALL 18" C.S.P., 14 GAUGE. PREP THE �'�10N °F THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, PIPES, AND/OR 9035 Haven Avenue Suite 105 STEVE R. SYNOVITZ R.C.E. C46667 EXP. 6-31-1991 1® PLUG END OF PIPE WITH 6 CONCRETE OR 8" BRICK N G. CLOVER STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE ® CONSTRUCT MANHOLE "2" PER CITY OF RANCHO & MORTAR. � Rancho Cucamonga, California 91730 CUCAMONGA STD. DWG. 31q SECTION "C-C". RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES6 DRAWN SHEET "H" PER PLAN. ® RECONSTRUCT EXIST. 10" WATER MAIN TO CROSS UNDER EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL ASCERTAIN THE (714) 944-5400 NEW STORM DRAIN WITH 1'- 0" MIN. CLEARANCE. COOR- TRUE LOCATION OF ANY UNDERGROUND UTILITIES, PIPELINES, AND THE LIKE, AND BENCHMARK: BM 116 EL. 1116.87 � S.F., P.T. 4 OF 7 " RESPONSIBLE F A P OR PRIVATE UTILITIES OR CHISELED " ❑ " SEC R.R. WARNING O9 CONSTRUCT JUNCTION STRUCTURE 2 PER CITY DINATE DESIGN, CONSTRUCTION, AND INSPECTION WITH SHALL BE RES ONS BLE OR DAMAGE TO ANY PUBLIC CONSULTANTS • �N C CIVIL ENGINEERING • SURVEYING CHECKED ��I/"--- DRAWING N0. Lt OF RANCHO CUCAMONGA STD. DWG.331 CUCAMONGA COUNTY WATER DI_ TRICE FACILITIES, SHOWN OR NOT SHOWN HEREON. SIGNAL, EAST SIDE OF HAVEN AVENUE S. SYNOVITZ R.C.E. No• a6e67 �/ 5015-4.DWG @ CON ?t�l1LT 0-044 v cv��.A.V_ P�tc r-r Y STD•.3 - BY A.T. & S.F. TRACKS (AT 8TH STREET) DATE - - FILE No. lT5z 0 JOB NUMBER: 5015 ��l9111! 91�! - 911 t Me Ma ITT. i IBM 0 I MEN M MEN IN Iloom ME ME moll = moomms I1MMmommom MIN� N �� �i iii=�li � � MM� 11 ON �AY� �oil �� ■MOM MME1 01 �MMEM0 ON ONE M No= iiii�• �'J� � � w i� II - "iii I �i 111110 =iii��i �a iii ME oil i � �i=iiiiii � .� � _ �s��wi �m��oA� mommi i �. n ■ i SOMME Nw� No INN mom ME smsmom i EMEa �nloMMMMMMMR monib n ■ „ ���a iiii=im INN IN _ � - m= Ei� sii=� .■viii= i 0 on MEI- OEM OMENS �om MEN I EMMONS MEMNON mommom u l0MMMMMMM 11111111111111111110 MIM 1MMMMMM lnsommmmmmmmiii somom Memo so a MMMMMMMMRm1 loommoommom immmom Emmommoo4i SOMME PIPM 11 ommomom immy's im ■ ! 09 imsommwso�n .IME mom 10111 ME 0 No NMI MOEN MEMO M NONE esloMMmMMMMM +- m MEMO nww� MEMOS= I ommommomm.■ moM NONE morimmom inommommoom „ \MSN �� ■ �A ruffm -DOEwMENOMONEE 10 lnommmmmmmiii MEMNONuN� NONE� a���a � ii sii�iiiw� Ma�� �iiiwii =MONO= ME lsommoms = ' =NONE � 11MMMMMMMM �a�wnnar iww a � � .es �� wMen o=iiii��� iiia � �ME� aMME� 11mmnw iiia mm � anoaN� ol