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HomeMy WebLinkAbout1628-D CITY of RANCHO CUCAMONGA R_/Nnya CUCA)V0/v_(3_d CITY OF ONTARIO GEJVFRAL /VOTES 6th STREET � IECT SITE 1. ALL WORK SHALL BE DONE IN STRICT CONFORMANCE WITH THE CURRENT CITY OF ONTARIO --- STANDARD SPEC/F/CAT/ONS AND STANDARD DRAW/NGS. AN� Z � _ 2. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAM/LIAR/ZF HIMSELF WITH THE S/7F 5 ORM DRA V 1"PR Q AND SHAT L BE SOL EL Y RESPONS/BL E FOR ANY DAMAGE TO EXISTING FA C&ITIES RESUL TING DIRECTL Y WOR /NDIRECTL Y FROM HIS OPERATIONS, WHETHER OR NOT SHOWN ON THESE PLANS. Z Q EXIST1MG S(IRVE� lf1l '[/!I�f'NTA T/ONOTMAP 15727J. ALL OBSTRUCT/ONS WITHIN AREA TO BE IMPROVED ARE TO BE RE-MOVED OR RELOCATED AT THE 4th STKT / • FERRED TO SECT/ON F THE STANDARD SPEC/Fl AT/ N F PU / FRS D//?ECT/ON OF THE CITY ENGINEER UT/L/T/ES ARE TO BE RELOCATED BY THEIR RESPECTIVE OWN / HF .`.• _r. T^';n` :=.; 4,f,' S '� ✓ v/n.r ,tier.„T� i r h /S RE 5 0 C O S OR BL C WORKS CONSTRUCTION. S 7H4- !�(7 'fir Z” 7 5- .'fir C�T AL 5A1'i` Y UTILITY LINE LOCATIONS WERE TAKEN FROM RECORD AND WERE NOT LOCATED IN THE FIELD, �x f L.' 4. UNLESS OTHERWISE NOTED ON THE PLAN. THE CONTRACTOR IS REFERRED TO SECT/ON 5 OF THE 10 Freewa CUCAMO-IVGA CORNERPOINTE STANDARD SPEC/FICATIONS. 5. IN CASE OF ANY ACCIDENTS INVOL V/NG SAFETY MATTERS COVERED BY SEC77ON 6409-1.(B) OF J/y7 1 R/O NONE �, ,_ ` THE CALIFORNIA LABOR CODE, THE CONTRACTOR SHALL /MMEDIATEL Y NOT/FY THE STATE DIVISION �. OF INDUSTRIAL SAFETY. 1E6. STATE LAW (SB 3019) REQU/RES INE CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT 3 9 p ��D AND OBTAIN AN IDENTIFICATION NUMBER PR/OR TO THE ISSUANCE OF C/TY?S ENCROACHMENT VICINITY MAP nArcr - O -- -- -- I� I r �'r PERMIT. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (1-BOO-422-4133) (48 SECTION 15, TOWNSHIP 1 S, RANGE 7 W, S.B.A/ "'`` % *, L S 4^3(' *b Q t h S TREE T HOURS MINIMUM) /N ADVANCE OF ANY CONSTRUCT/ON ACTIVITIES THAT CAN AFFECT ANY N.T.S. , Exp F 3!'- UNDERGROUND UT/L LTIE_S. 7. THE CONM4CTOR SHALL OBTAIN A NO-FEE 7RAFFIC CON777OL PERMIT 48 HOURS TO PR/OR TO TIME OF CONSTRUCT/ON WITHIN THE PUBLIC RIGHT-OF-WAY THE CONTRACTOR /S REFERRED TO SECTION 7-10.3 OF THE STANDARD SPECIFICATIONS. PR/VA TE ENGINEERS NOTICE T N /IIYI1iEX TO DIRA WING !.� O C TRA WNW S CON corse .. , . /�\ REVISIONS BY 8. THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING IRAfEM STR/P/NG AND/OR PAVEMENT c - MARK/NGS, WHICH DURING HIS OPERATIONS HAVE BEEN EITHER REMOVED OR THE EFFECTIVENESS 1. ALL AVAILABLE RECORDS FROM THE CITY AND UTILITY COMPANIES INVOLVED HAVE BEEN SHEET 1 ITTLE SHEET GANTY ENGINEERING GROUP, INC `r OF WHICH HAS BEEN REDUCED. RENEWAL OF PAVEMENT STRIPING AND MARK/NGS SHALL BE INVESTIGATED AND ALL KNOWN UTILITY CONDUITS AND SUBSTRUCTURES ARE SHOWN /J\ ■ 2020 IOWA AvE STE. 102 DONE /N CONFORMANCE WLTH SECTION 310-5.6 OF THE STANDARD SPECIFICAT/DNS HEREON /T SHEET 2 N07F5 SPEC/F/CA170NS and REMOVALS /*27,24 R�VERStDE CA 92507 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL9. THE LAND SURVEYORS ACT, SEC770N 8771 OF THE BUSINESS & PROFESSIONAL CODE, AND UTILITY CONDUITS AND SUBSTRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. PLAN and PROF/LE - LINE 'A-1' Stc x+60 to Stc 4100.00 c� No. 17550 THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE OF REPAIR AND/OR REPLACEMENT ' * /����� SECT/ONS 732.5, 1492-5, 1810-5 OF THE STREETS AND HIGHWAY CODE REOU/RE THAT SURVEY OF SA/D UTILITY CONDO/IS AND SUBSTRUCTURES DAMAGED BY HIS OPERATION /N SHEET 3 PLAN and PROFILE - LINE 'A-1' Stc 4100.00 to Stc 12+50.00 POPPYFIELD COURT �_ )/� l / ECP / MONUMENTS SHALL BE PROTECTED AND PERPETUATED. CONNECT/ON WITH THE L/M/73 OF THIS PROJECT �` ��/� ¢< 3! �� rl l I Ly' - 10. /T SHALL BE 7NF RESPONSIBILITY OF THE DEVELOPER OR 07HERS PERFORMING THE SHEET 4 PLAN and PROFILE - LINE 'A-1' Stc 12150.00 to Etc 21100.00 A;( L=.`,:•:r7 2 EXISTING U77LI77ES SHALL BE MAINTAINED IN-PLACE BY 7HE_ CONTRACTOR, UNLESS �OHN CAN'T`( DATE ;. CONSTRUCT/ON WORK TO RETAIN A QUALIFIED REGISTERED CIVIL ENGINEER AND/OR SHEET 5 PLAN and PROFILE - LINE 'A-2' Stc 2f+00.00 to Sto 30101.58 RCE 17550 LICENSED LAND SURVEYOR PR/OR TO THE START OF CONSTRUC770N TO LOCATE, REFERENCE OTHERWISE NOTED. RELOCATION OR REMOVAL ED ANY £X/STING UTILITIESEDI NOT G W AND FILE THE NECESSARY CORNER RECORDS WITH THE COUNTY SURVEYOR?S OFF/CE FOR COVERED BY THESE PLANS SHALL BE PERFORMED BY OR UNDER THE D/RECT/ON OF BROOKWF SURVEY CONTROL POINTS' MONUMENTS THAT EXIST AS SHOWN ON RECORDED TRACT MAPS, SHEET 6 PLAN and PROFILE - LINE 'B-1' Stc 1-1-00.00 to Stc 6+96.56 J / THE R£SPEC77VE UTILITY OWNERS AT THE EXPENSE OF THE DEVELOPER. �Y CT O SHADOWSROOK OR. 2 PARCEL MAPS, RECORDS OF SURVEYS AND HIGHWAY MAPS, AND ARE GOING TO BE- SHEET E SHEET 7 PLAN and PROFILE - LINE 'A-3'' Stc 12+50.00 to Sto 21+00.00 , o AFFECTED OR DISTURBED BY THE PROPOSED CONSTRUCTION? 7HE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF ALL, IF ANY, Z T �lj W EX/ST/NG SURVEY MONUMENTS. SHEET 8 PLAN and PROf7LE - LINE 'A-1' Sto 1+0000 to Stc 7+85.89 �t Z Z � 11. AF7FR 7HE COMPLETION OF THE PROPOSED CON57PUC77ON, SAID MONUMENTS AND/OR CONTROL t SURVEY POINTS SHALL BE RESET TO THE NEW SURFACE /N ACCORDANCE WITH CURRENT PROFESSIONAL 4. THE CONTRACTOR SHALL POSSESS A VALID STATE CON7RACTOR'S LICENSE AND SHALL SHEET 9 PLAN and PROFILE - LINE 'A-4' Stc 1+00.00 to Stc 7+03.54 W LAND SURVEYING PRACT/CES. CORNER RECORDS SHALL BE FILED WITH THE COUNTY SURVEYOR FOR ALL BE REQUIRED TO POSSESS A VALID CITY BUS/NESS LICENSE' WH/LE PERFORMING WORK N THE NEW MONUMENTS SET. ON THIS PROJECT SHEET 10 PROF/LE - CATCH BASIN LATERALS �� N/NG HEARTHS/DE CT. L - � � BR EZ O 5. THE CON7RACTOR SHALL BE RESPONSIBLE RIR OSTA/N/NG ALL REQUIRED PERMITS SHEET 11 PROFILE - CATCH BASIN LATERALS SHE T 5A a O PRIOR TO COMMENCEMENT OF ANY WORK COVERED BY THESE PLANS SHEET GE/YERAL /M07FS SHEET 12 PROF/LE - CATCH BASIN LATERALS _ Z -- 6. THE CONTRACTOR(S) AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE Q RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUC770N SHEET 13 STANDARD PLANS FOR PUBLIC WORKS CON57RUC7701V BUTTONWOOD j •• 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 7HE CITY OF RANCHO CUC4MONG4 STAND,4ROS OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS DR. CT O AND THE STANDARD SPEC/F/CA770NS FOR PUBL/C WORKS CONS7RUC770N - CURRENT EDITION INCLUDING ITS REOU/REMENT SHALL APPLY CONT7N000SL Y AND NOT BE LLMVED TO WORK/NG HOURS ANNUAL SUPPLEMENTS OF AMENDMENTS: CON7R4C7OR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR SHEET 8 ADHERENCE TO THESE STANDARDS AND SPE-CIF/CAT/ONS. I i o � � W I 7. INE CONTRACTOR SHALL DEFEND INDEMNIFY AND HOLD THE OWNER AND ENG/NEER C SHEET 9 „ W = V 2. ALL PIPELINES OR SUBSTRUC7Z/RES' OF ANY KIND, TELEPHONE OR POWER POLES, W47ER METERS VALVE'S f7RE c� HARMLESS FROM ANY AND ALL LIABILITY RELATED TO OR ALLEGED, /N CONNECT/ON � WITH THE PERFORMANCE OF WORK ON THIS PRO✓ECT, EXCEPT FOR LIABILITY ARISING a j u HYDRAN75; ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN 7W RIGHT-OF-WAY LIMITS OR /N ADJACENT pR �n p� -4 AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE THE REMOVED, REPLACED, RELOCATED OR PROTECTED FROM THE SOLE NEGLIGENCE OF THE OWNER AND/OR THE ENG/NEER. Urn�Y ORSyIP HOMESTEAD BROOK OR/VE V� O /N PLACE AS REQU/RED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 8. L IS M R do ASSOCIATES WILAN ADDITIONAL ONE SET OF CONSTRUCTION STAKES FOR W 3. ANY CON7RAC70R PERFORMING WORK ON INNS PRA/ECT SHALL FAMILIARIZE HIMSELF WITH 7HE SITE AND SHALL SE THIS IMPROVEMENT PRGVECT. ANY ADD/T/ONAL STAKES REQU/RED SHALL BE THE Z 2 � Z SOLELY RESPONSIBLE FOR ANY DAMAGE TO EX/ST/NG FAC/L/77ES RESULTING DIRECTL Y OR /ND/REC1Z Y FROM HIS RESPONSIBILITY OF THE CONTRACTOR AND ARRANGEMENTS SHOULD BE MADE WI7H THE STORM DRA/N. SAN BERNARDINO COUNTY FLOOD CONTROL DIST. (909) 387-2800 Z a OPERATIONS, WHETHER OR NOT SUCH FACILITES ARE SHOWN ON THESE PLANS ENG/NEER FOR ADDITIONAL STAKES. THE CONTRACTOR SHALL NOT/FY LOCKMAN do 825 EAST 3rd 57REETLpo V ASSOCIATES AT LEAST FORTY-EIGHT 48 HOURS PR/OR TO ANY STAKING. S4N BERNARDINO, CALIFORNIA 92415-0835 "� > ( J E V 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUC4MONG4 PUBLIC WORKS, ENG/NEER/NG DEP4R7YtNT O o� LIVE QAK 9 V Z� ■ PRIOR TO ANY ENCROACHMENT OR CON57RUCT70N WITHIN ANY CITY OF RANCHO CUC4MONG4 EASEMENT OR 9. CADA57RAL INFORMA77ON SHOWN HEREON /S FOR GENERAL INFORMATION PURPOSES SEWER: CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 ARBORGLEN DRIVE ONLY. SHOULD ANY DISCREPANCIES AR/SE IN THE HORIZONTAL LOC4770N OF THESE 9641 SAN BERNARD/NO ROAD o R/GHT-OF-WAY. IMPROVEMENTS AS SHOWN HEREON AS COMPARED TO THE FINAL MAP, THE FINAL MAP RANCHO CU04MONG4, CALIFORNIA 91730-06J8 '� D Z Z 5. ALL GR40E STAKES SHALL BE SET BY INE CON7R4CTOR OR ENGINEER PAVING STAKES SHALL BE SET AT ALL HINGE SHALL GOVERN. ALL CONSTRUCTION STAKING FOR THE HORIZONTAL LOCATION OF W POINTS, EDGE OF PAVEMENT PO/NTS WITH/N 0.07 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT THESE IMPROVEMENTS SHALL BE BASED UPON THE RECORDED FINAL MAP. CHINO BASIN MUNICIPAL WATER D/S7RICT (909) 357-0241SHEET 4 INTERVALS. ADD177ONAZ PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VER77C4L 9400 CHERRY AVENUE 1A = CURVE AREAS. 10. UYAUTHOMM QyAAtVS t MS.-7HE ENG/NEER PREPARING THESE PLANS WILL NOT FONTANA, CALIFORNIA 92335 SHADOWGROVE DR/VE BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF t 6. ALL SEWER, W47ER ELEC7R/C, G4S PHONE OR OTHER U77L/TY LATERALS, MAINS, OR CROSSINGS SHALL BE THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE WA TSR. CU04MONG4 COUNTY WATER D/57RICT (909) 987-2591 Z CONSTRUCTED PR/OR TO PAVING.. APPROVED BY THE PRE-PARER OF THESE PLANS 9641 SAN BERNARD/NO ROAD - k RANCHO CUCAMONGA, CAL/PORN/A 91730-0638 Q SHEET 7 ' 7. COMPACTION TESTS OF EMBANKMENT CONsrRtc776W TRENCH BACKfXL, COMPAC77NG ORIGINAL GROUND AND ALL 11. THESE PLANS ARE HEREBY MADE A PART OF THE SPECIFICATIONS AND CON7RAC7UAL CH/NO BASIN MUNICIPAL WATER D1S7PICT 909 357-0241 SUB-GR49CS SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WR17TEN REPORT W17H AGREEMENT. 9400 CHERRY AVENUEA ( ) SHEET SPRINGBROOK CT. SPR/NGBROOK OR/VE THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEERING FOR APPROVAL PRIOR TO THE PLACEMENT 9400 CA, CALIFORNIA92335 OF 34SE MATER/ALS AND/OR SURFAC/NG. 12. THE C0N7R4CT0R S ATTEN7701V /S EXPRESSLY DIRECTED TO ALL INE RE-OU/PEMENTS AND PROVISIONS OF THE STATE OF CALIFORNIA .SAFETY REGULATIONS. CONFORMANCE � 8. ESTIMATE OF OUAN7717ES /S PROVIDED BY THE ENG/NEER ONLY FOR THE CONVENIENCE OF INE DEVELOPER, THE' METROPOLITAN WA7ER DISTRICT 909 593-7474 -1 SHE, .3 �� CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONS7RUC77ON OUANTIRES BEFORE SUBMITTING A B/D. ANY THERETO SHALL BE STRICTLY ENFORCED DURING THE ENT/RE LIFE OF THE CONTRACT 700 NORTH MORE-NO AVENUE ( ) ••• ITEM OF WORK RE OUIREO BY THESE PLANS WHICH /S NOT SPEC/F/CALL Y LISTED /N THE ESTIMATE OF QUANT/TIES 13 THE C0N7R4CT0R SHALL DISPOSE OF ALL SURPLUS EARTH EX040477ON OUTSIDE OF INE LA VERNE,, CALIFORNIA 91750 4 t h F E T SHALL BE CONSIDERED AS INCLUDED /N THE OTHER /TEMS OF WORK PROJECT AREA UNLESS APPROVED OTHERWISE BY THE CITY ENG/NEER. ALL AC/CONCRETE CAS. SOUTHERN CALIFORNIAGAS COMPANY 800 4 REMOVALS ARE TO BE DISPOSED OF OFF-SITE ( ) 27-2200 INDEX MAP 9• CITY APPROVAL OF PLANS DOES' NOT RELIEVE 7HE DEVELOPER FROM RESPONSIBILITY FOR THE CORREC77ON OF ELECTRIC. SOUTHERN CAL/FORN/A ED/SON COMPANY 800 655-4555 ERROR AND OMISSION DISCOVERED DURING CON57PUCTION. UPON R£pUEST THE REQUIRED PLAN REVS/ONS SHALL 14. THE CONTRACTOR SHALL R6Wf_ ' AND VERIFY ALL CONDITIONS AND DIMENSIONS AT THE ( ) BE PROM07Z Y SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. JOB SITE BEFORE COMMENCING ANY PORT/ON OF THE WORK- COMPARE ACTUAL 7951 REDWOOD AVENUE CONDITIONS WITH DRAWINGS TO ASCERTAIN COND177ONS UNDER WHICH WORK /S TO BE FONTANA, CALIFORNIA 92336 N. T.S. 10. WORK SITE AND EX7ER/OR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD fPEE, ORDERLY STATE; 7HROUGHOUT PERFORMED- CHECK AND CONF7RM LOCATION OF EX/ST/NG STRUCTURES, EQUIPMENT AND CONSTRUCTION ITEMS MlAff7777ES ® CON57RUCRON. S/7E SHALL BE CLEANED UPON REOUEST OF THE INSPECTOR. UTILITIES WHICH MAY AFFECT WORK. COMMENCEMENT OF WORK SHALL CONSTITUTE FULL TELEPHONE.• GENERAL TELEPHONE COMPANY (800) 483-3000 ACCEPTANCE OF EXIST/NG S/TE COND/T/ONS. THE CONTRACTOR SHALL REPORT ALL 3 66 939 11. CONTACT ALL UT COMPANIES AS REQU/RED, 48 HOURS PR/OR TO EXC4VAT70N. PROVIDED FOR YOUR CONVENIENCE DISCREPANCIES TO THE OWNER'S ENGINE_f PR/OR TO THE COMMENCEMENT OF WORK. CABLE.- COMCAST (909) 983-9895 1205 DUPONT 57REET OO CONSTRUCT -/NCH RCP, D-LOAD AND LENGTH AS /NDIC47FD ON PLANS . . . . . . . . . . . . . . . . . . 3�75t9 F` C 15. CONIR4CTOR SHALL ENACT ALL MEASURES TO PR07FCT AND SAFEGUARD WORKERS ANO ONTARIO, CAL/FORN/A 91761 O CONSTRUCT 60-/NCH RCP, D-LOAD AND LENGTH AS INDICATED ON PLANS �63�1� 064 LF RO F E SS/O4 THE GENERAL PUBLIC FROM INJURY DURING 7HE ENTIRE TIME OF CONSTRUCTION, /v Q MA/NTA/N THE JOB S/TE /N AN ORDERLY, CLEAN MANNER THROUGHOUT THE COURSE OF MARKS CABLEV/SION (909) 987-6275 O4 CON57RUCT 36-/NCH RCP, D-LOAD AND LENGTH AS /ND/C4TED ON PLANS . . . . . , . • .4 ?+x.4.6. f �l"�sd�L S`��EBU q�� WORK AND NOT BLOCK LEGAL EXITS AND ENTRANCES, LEAVE WORK AREA CLEAN, FREE 10808 FOOTHILL BOULEVARD 1120 /��/ � � `c REVISE SUNGLOW COURT STORM DRAIN TR 1605 OF DEBRIS AT THE END OF EACH DAY, COMPLY WITH ALL APDL/CABLE CODES RANCHO CUCAMONGA, CALIFORNIA 91730 O5 CONS7RUCT 42-/NCH RCP, D-LOAD AND LENGTH AS INDICATED ON PLANS . �. jl"f 111 _ _ 518 Lf `\� Q�� OC Cf CAN7Y ENGINEERING GROUP, IrJC sr a�13 16. ABBREVIATIONS INDICATED ON THE PLANS SHALL BE IN ACCORDANCE WITH SEC770N 1-3.2 PFMCJ�� AND F7t,A Ce- I N W D — �J?7C7 6 , ® I,5 �4 . .® ,zzT�� F L" CONVERT TO PRIVATE STORM DRAINS PER OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (S S P.W.C.). I�NG AC FAVr Nb CONSTRUCT 24-/NCH RCPD-LOAD AND LENGTH AS /ND/GATED ON PLANS . DR 98-/6,• 5�4�;9 z?R A,A.P Eft O7 CONSTRUCT 18-/NCH RCP, D-LOAD = 1000-D AND LENGTH AS INDICATED ON PLANS . . . . . . . . . . . . ..v tr- _, - _F- ` Exp.3�3f�co 1 ' CIRCLED NUMBERS (FDR EXAMPLE, O) REFER TO CONSTRUC77ON LEGEND NUMBERS. ® P->;(,ON STR�Jq' EjC Ire(" q ' V� L�,_ , REVISED SHEETS 9 8 10 AND QUANTITIES 8 CONSTRUCT CURB OPEN/NG C4 TCH BASIN PER STANDARD PLAN 300, OF THE CITY OF . . . . . . . . . . . S EA - 18. THE CONTRACTOR SHALL UNCOVER AND VER/FY THE LOCATION AND DEPTH OF ALL Z� R�'MOV� �y.�7T NIi'I - I Ea O - - � �'� (Tr/5727-5 REVISIONS) 2r/8- RANCHO CUCAMONGA STANDARD PLANS, W AS /ND/04 TED ON PLANS CONSTRUCT LOCAL 37 © qT C I V I , Q EXISTING UTILITY LINES AND PUBLIC IMPROVEMENTS' PRIOR TO EXCAVATING. THE ® QST--11 I&P l�v2 L, DEPRESS/ON PER STANDARD PLAN 307, OF THE C17Y OF RANCHO CUCAMONGA STANDARD PLANS. F OF 0 CONTRACTOR SHALL MAKE APPROPRIATE ARRANGEMENTS FOR THE PROTECT/ON OF ALL �(,A0 Lbided Skeels 24, 6,8/.3,•Added Skeels 29, 6.4 8/3A,• UTIL/T/ES. 9 O CONSTRUCT MANHOLE No. 1 PER STANDARD PLAN 318, OF THE CITY OF RANCHO 5 EA RaYised Sheefs ,3 8//.Added Profi/e Lme C-35/Shf. 29.1 8-Z A R OWNER/SUBDIVIDER CITY AGENCY CUCAMONGA STANDARD PLANS - - - 4\ lo 1he 10 CONSTRUCT MANHOLE No. 2 PER STANDARD PLAN 319, OF 7HE CITY OF RANCHO . . . . . . . . . . . . . . ` 'I 3 Cucomon o Creek Chenne/8 Conduif Size;Rev/sed 5heefs 3, 4 CORN£RPO/NT£ 257, LLC C/TY of RANCHO CUCAMONGA l .L� 9 BENCHMARK 24005 VENTURA BOULEVARD 10500 CIVIC CENTER DR/VE CUCAMONGA STANDARD PLANS. 5A, 7, /0, 12 B /3 s z C C4LABASAS, CAL/FORN/A 91302 RANCHO CUC4MONGA, C4L/FORN/A 91730 5 n., blc­dec ,,,ert 5, Added Sheef 5�; Revised Quantifies CITY OF RANCHO CUCAMONGA 1 1 CON57RUCT MANHOLE No. 4 PER STANDARD PLAN 321, OF THE C/TY OF RANCHO . . . . . . . . . BENCHMARK No. 9 TELEPHONE.• (818) 591-2500 TELEPHONE (909) 477-2700 CUCAMONGA STANDARD PLANS. REV/SED SHT/O-LINE C-9 SHT 12-LINES C-,3 4, /245, 25-29 VAL UES for A, B, and C AS INDICATED ON PLANS. RAILROAD SP/KE IN POLE No. 97773£. LOCATED /„� AT THE NORTHEASTERLY CORNER OF 6th STREET C/ ENGINEER SOILS ENGINEER -75,0q- AND AND ARCH/BALD AVENUE. 12 CONSTRUCT JUNCTION STRUCTURE No. 2 PER STANDARD PLAN 331, OF THE CITY OF �ZS�A� LOiCKMAN & ASSOC/AYES INLAND FOUNDATION ENG/NEER/NG, INC. CUCAMONGA STANDARD PLANS 25 DESCRIPTION OF REVISION DATE TY ELEVATION.- 1061.054 10281-A TRADEMARK STREET 1,310 SOUTH .SANTA FE AVENUE VALUES for A, B, C, and D AS /ND/GATED ON PLANS. APPROVED RANCHO CUC4MONG4, CALIFORNIA 91730 SAN JACINTO, CALIFORNIA 92583 13 CON57RUCT CONCRETE COLLAR PER STANDARD PLAN 329, OF THE CITY OF RANCHO . . . . . . . . . . . . . �� sw_F.a = TELEPHONE. 909 944-6988 TELEPHONE. 909 654-1555 CUCAMONGA STANDARD PLANS. CITY F ( J ( J O RANCHO CUCAMONGA LIST OF STANDARD PLANS 14 CONSTRUCT SUPPORTS FOR CONDU/73 ACROSS 77YENCHES PER STANDARD PLAN 224-0, . . . . . . . . . . . �� 4 EA 2 -- - - Q OF THE STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION. S AND B PER PLAN. (SEE SHEET/� ® STORM DRAIN IMPROVEMENT PLANS STANDARD PLANS FOR THE C17Y OF RANCHO CUCAMONGA, 15 CONSTRUCT BLANKET PROTECT/ON FOR PIPES PER STANDARD PLAN 225-0, OF THE . . . . . . . . . . . . . 2 EA - NS .2B7LF - CP D AND LENGTHAS/ND/C4TE0 GW PLA I 2 CGWSTRUCT 4B/NL'HR D L 04 O CURRENT ED/T/ON.• STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION. SEE SHEET-149 FOR 300 CURB OPENING CATR CH BASIN ® 16 RE-MOVE £X/ST/NG 24-/NCH RCP. /3A 10 LF 6 307 LOCAL DEPRESSIONS AT 04 TCH BASINS O 311 TEMPORARY CMP CATCH BASIN 17 REMOVE EX/STING 42-/NCH RCP. . . . . . . . . . 79 IF 0 TRACT IV o. 15727(PRIVATE) 318 MANHOLE No. 1 - PIPE TO PIPE 319 MANHOLE No. 2 - P/PE TO PIPE 18 REMOVE EXISTING 54-/NCH RCP. . . . . . . . . . . . . . 3 . . . . . . . . . . . . . . . . . . . . . . . . . . 60 IF P� w eRQY,� 2 TITLE SHEET pF 88/ 321 MANHOLE No. 4 - PIPE TO PIPE 19 REMOVE EX/ST/NG ✓UNCTION STRUCTURE AND MANHOLE 1 E- (� �Q` , - APPROVED BY: DATE 9 324 24-INCH MANHOLE FRAME AND COVER CITY O F ONTARIO 9 Underground Service Alert � � � '�' � L 325 STEEL STEP 20 SAW CUT AND REMOVE EXISTING AC PAVEMENT, CURB AND GUTTER, AND SIDEWALK. . . . . . . . . . . . . . ��S� - ¢ >' CITY ENGINEER L �- ,'` s R.C.E. 249 53 O�FOR E YO 329 CONCRETE COLLAR FOR PIPES 12' THROUGH 66' REPLACE ALL REMOVALS IN KIND TO THE SATISFACTION OF THE CITY ENGINEER A, NO. o Call: TOLL FREE 331 JUNCTION STRUCTURE - PIPE TO PIPE PER CITY OF RANCHO CUCAMONGA STANDARD PLANS 103, 104 AND 120. �• �l DESIGN PREPARED �N THE OFFICE of RECOMMENDED * * U LOC KMAN & ASSOCIATESLAOCONStlTNG ENGNEERB AND PLANNERSTANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION, INSTALL 36' Dio SL017FD CMP STANDPIPE STANDARD PLAN 311 OF 7HF_ CITY . . . 1EA SC A. U 7 1 z 1 7 1-800 CURRENT ED/T/ON.• (SEE SHEET f3) RANCHO CUCAMONGA STANDARD PLANS IV OWN. 10281_A TRADEMARK ST. RANCHO CUCAMONGA, SH T OF � 422-4133 �F TEL 909 944-6988 FAX 909 948-8508 1 13 4 2 2-413 3 � 22 REMOVE EXIST/NG 36-INCH CMP. _tf`75 Lf "I 224 SUPPORTS' FOR CONDO/1S' ACROSS TRENCHES' 1F\/ 225 BLANKET PROTECTION FOR PIPES ACCEPTED BY _ DATE 23 CONSTRUCT ABANDONMENT SEAL FOR MANHOLES' AND INLETS PER STANDARD . . . . . . . . . . . . 381 ABANDONMENT SEALS FOR MANHOLES AND INLETS' - 1 � CHK. BY: DWG No. TWO WORKING DAYS BEFORE YOU DIG CITY ENGINEER PLAN 381-0, OF THE STANDARD PLANS FDR PUBLIC WORKS CONSTRUCTION. (SEE SHEET/-se) ® R.W.B. ROBERT W. BRONKALL R.C.E. 55361 DATE j Q D MAY 1997 FILE No. 95-3438 (f (T PROJECT SHEET No. OF • I HOR/Z. 1'= 40' ENERAL NOTES S C/F/CA TONS PERT. 1'= 4� ^ '� 1. ALL WORK SHALL BE PERFORMED /N ACCORDANCE WITH THESE PLANS, THE C/TY OF ANCHO CUCAMONGA 1.0 ALL UNDERGROUND CONDUIT CONSTRUCTION SHALL CONFORM TO SEC770N 306 OF THE S,S,P.W.C. AND SUBSEQUENT LINE 1 - STANDARDS AND THE STANDARD SPEC/F/CAT/ONS FOR PUBLIC WORKS CONSTRUCTION (S S.P.W.C.), CURRENT SECT/ONS. EDIT/ON INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS CONTACTOR SHALL BE FAMIL/AR WITH _ ff O AND SHALL BE RESPONS/BLE FOR ADHERENCE TO THESE STANDARDS AND SPEC/FICATIONS. 2.0 ALL SYSTEM A INEXIIG FOR PHE CO T OF CONCRETE NCRE VEMENT AND 34SE DAMN B REMOVED HEREON BETO COMM A rE THE SAWCUT NE CES5AR CES5AY 7RENCHO Q . � 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, fIRE REMOVAL. ALL EXCAVATED AC PAVEMENT AND BASE MATER/AL SHAL POSED OF OFF-S/TE. ALL REMOVALS - - _ _ SHALL BE COMPLIANCE WITH SECTION 300 1.3 OF T C. I AREASNWHERE�MPRO IMPROVEMENT WORK�SWTO BE THESE SHALL BEI Rf VED,RREPLACED, RELLIOC4 OR PROTECTED HA /N - _ _ _ /N PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 3.0 ALL TRENCH EXG4VA770N SHALL COMPLY WITH SECTIO H 6S 1.1 OF THE S.S.P.W. AND ALL SUBSEQUENT PARAGAPHS. J. UCAMON , FORTY-EIGHT ( ) HOURS H - - P. .C. THE CONTACTOR SHALL NOT/FY THE CITY ENG/NEER, CITY OF RANCHO C GA T 48 4 O ALL 7RENC ACCESS AND BRAC/NG SHALL C RM TO SECTION 306 1 1 4 AND T SECTION 306 1 1 6 OF THE SSP W " �` PR/OR TO START/NG ANY WORK- TELEPHONE NUMBER. (909) 477-2700 Ilk v 5.0 INSTALLATION OF PIPE W 1 4. THESE PLANS ARE HEREBY MADE A PART OF THE SPECIRCAT70N5 AND CONTRACTUAL AGREEMENT. 5. 1 ALL PPE BEDD CONFORM TO SECTION J06. 1.2.1 OF 1 HE S.S.P.W.C. BEDDING MATERIAL SHALL BE t I ^ 5. E MADE TO THESE PLANS WITHOUT THE APPROVAL OF THE CITY ENG/NE CITY OF / NG1 RANCHOSCOUCAMONGA. COEDFFIC/ASL / PERMEABILITY GREATER THAN 1. SAND INCHES/HOUR OR 00THER M SER/ALAS APPROVED I BY A ER ~^ THE ER. I I W O ry 6. THE CONTRACTOR SHALL APPLY FOR ANY NECESSARY CONS7RUCRON PERM/TS FOR ALL WORK AS SHOWN ON N THESE PLANS FROM THE CITY OF RANCHO CUCAMONGA. TORN DA/N P/PE SHALL BE /NSPEC TO PLACEMENT PURSUA O SEC77ON 306.1.2.2. 5.2 L S 7FD PR/OR N T - - Q V ° � 41 H O W 7. ANY CONTZAC70R PERFORMING WORK AS INDICATED HEREON FOR 7N/5 PROJECT SHALL FAMILIARIZE HIMSELF WITH 5.3 THF CONTRACTOR SHALL EXCAVATE FOR EX 1HE EX/S77NG IMPROVE N7� INAT ARE TO BE TL Y CONNECTED TO AS PART OF THESE S BEFORE Y/NG ANY PIPE OR COND lT. THE ENG/NEER OF THE S/TE AND SHALL BE SOLELY RESPONS/BLE FOR ANY DAMAGE TO EXISTING FAC/L/TIES RESULT/NG D/REC W I OR IND/RECTLY FROM HIS OPERATIONS WHETHER OR NOT SUCH FAC/L/T/ES ARE SHOWN ON THESE PLANS RECORD SHALL BE GIVEN THE 7-UNITY TO /NSP T THE EXIST/NG PIPE O CONDUIT BEFORE CONNEC770N f _ /S MADE. ANY ADJUSTMEN N LINE OR GRADE WH/ MAY BE NECESSARY T ACCOMPLISH THE INTENT / NS 8 GULATIONS CONFORMANCE THERETO SHALL BE S7RICTL Y ENFORCED DURINGOF THESE PLAN MADE. THE CON7RACTOR'S AT7TNT/ON /S EXPRESSLY DIRECTED TO ALL 7HE REOUIREMEA17S AND PROVISIONS OF THE S WlL {' T 5 4 - ENT/RE L/FE OF HE CONTRACT 0 - TAT OFCALIFORNIASAF R - i S E CAL E7Y E I i ALL P/PES BE LA/D UP GRADE UNLESS OTHER E APPROVED BY INE E G/NEER ALL P/PE SHALL BE LAID THE APPROVED PLAN ESTABLISHED LINE D GADS WITH UN/FOR BEAR/NG UNDER THE FULL 9 APPROVED OTHERW/ALSE B DISPOSE 7NE C ENG/NEER.PLUS TRENCH EXO4VA170N OUTS/DE OF THE PROJECT AREA LESS OF P/PE. THE CON7RACrOR N LEN L L. 1010.63 ALL FIELD JOINING OF STORM DR P/PE SHALL BE / CONFORMANCE W/7H S I10N 306-1.2 4 OF THE S S.P.W.C. -' -____. _...._ ..- _� ._� -•-- fO /O. THE CONTRACTOR SHAL L REV/EW AND VERIFY AL L COND/TIONS AND D/MENS/ONS AT SITE BEFORE QYIIMENC/NG f I ANY PORTION Of THL WORK,• COMPARE ACTUAL CONDITIONS WITH DRAWINGS TO RTA CONDITIONS U ER 0 BACKF/LL AND DENS/F/CARON 1 NG 1 l WH/CH WORK /S TO BE PE CHECK AND CONFIRM L OG4 TION OF EX G STRU ORES, EO AND UT/L/T/ES WH/CH MAY AFFECT WORK COMMENCEMENT OF WORK SHALL ST/TUTE FULL ACCEPTANCE OF X/S77 6 ALL P/PE OR CONDUIT CONS7RUC7FD PURSUANT TO SE PLANS AND SPEC/F/ TIONS SHALL BE INSPECTED : HE C MMENCEM NT OF WORK. TOR S/14LL REPORT ALL D/S TO THE OWNS ENG/NEER PR/ TO THE PUBLIC WORKS INSPECTOR CITY OF T D EIRWINDAL , PR/OR TO THE PLACEMENT OF ANY BACKF MATERIAL S/7E CONDITIONS THE CONT CREPA O BY THE ENG/NEER OF RECORD, AND/OR HIS REPRESS TAT/VE, AND C W R 1E /L 11. TRACTOR SHALL ENACT ALL MEASURES TO PROTECT AND SA GUARD WORKERS AND E GENERA PU C 6.2 ALL BACKFILL AND DENSIFICATION SHALL BE PERFORM /N COMPLIANCE WITH C770N 306-1.3 OF THE S.S.P.W,C. CDN L / i FROM INJURY DURING THE ENTIRE TIME OF CONSTRUCTION, MA/ AIN THE JOB S/7E IN A ORDERL Y, CLEA MANNER # '�� THROUGHOUT THE COURSE OF WORK AND NOT BLOCK LEGAL E TS AND ENTRANCES,• LEA E WORK AREA C N, FREE OF DEER/S AT END OF EACH DA COMPLY WITH ALL AP BLE CODES 6.3 ROCKS GREATER THAN 6-INCHES /N DIMENSION WILL T BE PERMITTED /N AN BACKFILL PLACED BETWEEN 3/ Y PCA ONE FOOT ABOVE THE TOP OF ANY PIPE OR CONDU/T, AND ONE FOOT BELOW VEMENT SUBGRADE, 1081 ATE E 003 © I 12. ALL CONCRE7F AND ASPHALT CONCRETE PAVEMENT TO BE- REMO ED SHALL BE- REMOVED T/L/ZING A SAW UT UNLESS OTHERWISE APPROVED BY THE ENG/NEER OF ECORD. EI RGA P 5 (Mm CUT DEPTH 1 ') AND SYNODS AS APPROVED Y THE CITY ENGINEER. . _ _ -141 2 TOR DRAIN MANHOLES GADS UPON COMPL OF PA VING LAC/NG 6.4 DENSIf/ED HACKFI LL BE PLACED AS SPEC/f7ED /N S TION 306-1.3.3 OF THE S.P.W.C. - WA TER _ _. v THE CON7R.4CT0 LL ADJUST ALL S D T N B P = O.Obi - /N 2-/N OF F/NAL SUR AND BY PLACING 2 CHES OF ASP IC P /ACHES TO F/CC PAV VG TO WIC 65 ALL BACKF7LL SHAL BE COM C7F 70 TY 77VE COMPAC7701V VALUES' SPECIFIED IN SECTION C S F E H T L PA D ER U 306-1.34 OF THE S S.P.W.C. ALL BACKF/ HALL BE CERTIFIED BY THE ILS ENG/NEER OF RECORD. G OF 6' CRUSHED AGG E BASE MATERIAL WITH 3' OF n� 1 E CONTACTOR SHALL REPLACE IN KIND, TO 7HE SA77SFAC770 OF THE CITY ENGINEER, NY PAVING CU � w I AND GUTTER OR OTHER IMPROVEMENTS CUT R DYED, OR DAMA ED /N CONJUNCTION W/ 7H/S PROJECT 7. ALL TRENCH RESURFACING SHALL CONS/S PLA CING RE I p C2-AR-4000 ASPHALT CONCRETE P MATER/AL. i �j S ;O 15. 7HE CONTRACTOR SHALL PROVIDE fOR DUST TROL AND TRA /C CONTROL AT ALL S To THE SA TIS.ACTION OF THE * f �J 8. LOCATIONS AND ELEY' 7701VS EX/ST/NG PIPES WHERE NEW CONNECTIONS E TO BE MADE ARE APPROXIMATE, W N _ p cV _ _ CITY ENGINEERRANCHO CUCAMONGA AND SHALL BE IN COMPL/AN WITH SOUTH COAST A! QUAL/TY MAN4 ENT C C O D157PI AND /T SHALL BE THE RACTOR'S RESPONSIBILI7Y TO FIELD LOCATT CONNECTION POINTS AND MAKE ANY 9 � � � � C CT (A.Q.M.U./ RULE 403 FOR M/T/G4TING ST CONTROL. O o ^ sIzz h NECESSARY ADJUS S FOR PROPER CONNECTIONS .� 16. RR/G4 W H FLASHING LIGHTS ARE T A/NTA/NED ON A OBS7RUCRONS WITHIN X/S77NG 57PEET - � � � pj •. cV �, o �. � BA DES /T LAS NGL 75 E OBE AT Alt TIMES. CONSTRUCTION WARN/NG SIGNS NO FLAGMEN AR TO BE PRESENT AT ✓O SITE. 9 ALL D CONCRETE PIPE SHALL CONFORM TO 07 2 OF THE S.S.P.W.C. AND SUBSEQUENT PARAGRAPHS. RE/NF SEC77 p w p p ` nl O p `� 17 DUE TO H PERATION THE CO CTOR SHALL ESPONS/BLE FOR RE /NG ANY LAMA NCON O E O PROJECT N A B R P G \ # - ID DERGROUND RV/CE ALERT A 422-4133 TWO DAYS PR/OR W W C ACTOR TO VER/FY PRIOR'TO THE CON7RACTOR SHAL NOTIFY UN E (800) T W nW _ ... GI G CONSTRUCTION NN/NG WORK ; __ ,. NNIN BEG/ Om=-232.7 cfs_- C ,-232.2 efs 1 _ : _ _ ... . V; 10.75 fps V,{= 10.73 fps 1218. 1,J Lf, = 63, PCp 19. ABBREWA77ONS INDICA ON INE PLANS SHALL E /N ACCORDAN WITH SECTION 1-32 THE S.S P.W,C. 125. 11 Lf - dX RCP j 1300-D T CONSTRUCTION /TENS -+ - ---- --- { 20. CIRCLED NUMBERS (FO EXAMPLE, Ol ) REfTR D CONSTRUCTION ITEM NUMBERS. - -- 1350-Di231.7 cfs V - 10.70 fps D'FOO 1f OD 2fOO 3fOO 'rFOO JrfOO 21. THE CONTRACTOR SHALL MAKE THE NECESSARY RANGEMENTS FO ANY/ALL CONNEC77ONS TO 7HE EX/S7TNG O1 CONSTRUCT 63-INCH RCP, D-LOAD AND LENGTH AS IND/CAIFD ON PLANS STORM DRAIN SYSTEM. THE TYPE AND METHOD F CONNECTION ALL BE APPROVED BY E CITY ENG/NEE fs 1 1 CONSTRUCT MANHOLE No, 4 PER PER STANDARD PLAN 321, OF INE CITY OF RANCHO 22. THE CONTACTOR SHALL UNCOVER AND VERIFY T LOCATION AND EPTH OF ALL EXISTING TILITY LINES PR/ TO CUCAMONCA STANDARD PLANS EXCAVATING THE CONT CTOR SHALL MAKE AP OPRIATE ARRA NG ENTS FOR THE PRO TE /ON OF ALL UTIL /ES. VALUES for A, B, and C AS INDICATED ON PLANS. 23 ALL TRENCHING SHALL EXCAVATED TRUE TO L E AND GRADE / ACCORDANCE WITH THE DRAWINGS AND 12 CONSTRUCT JUNCTION STRUCTURE No. 2 PER STANDARD PLAN 331, OF THE CITY OF THE S.S P.W.C ALL BE /NG AND BACKFILL SHA BE PLACED IN MANNER SATISFACTORY TO THE CITY EN CUCAMONGA STANDARD PLANS �OI AND IN ACCORDANCE Wl THE S.S P.W.C. VALUES for A, B, and C AS /ND/C47E9 ON PLANS. d 24. REOUEST FOR ANY/ALL OAD CLOSURES AND/OR ETOURS ON EX/ /NG DED/047FD PUBLIC INSETS SHALL BE j►a� ' APPLIED FOR IN WRITIN TO THE C17Y ENG/NEER -HOURS IN AD NCE PRIOR TO ANY CLO URE AND/OR DETOUR. 16 REMOVE EX/ST/NG 24-/NCH RCP. THE CONTRACTOR SHAL SUBMIT 2 SETS OF CLO RE/DETOUR PLA SHOWING ALL T CONTROL SIGNS, DEL IAEA TIONS, Etc., F THE CITY ENG/NEER S A OVAL. ,�t►� 17 REMOVE EXISTING 42-INCH RCP. 6' Of Glc 25. ALL STATIONING AS OWN ON THESE PLANS IS EASURED ALONG E CE LINE OF THE STORM DRAIN. O� 18 REMOVE EXIST/NG 54-INCH RCP. �O I� tic to Of Q ' 19 REMOVE EXISTING JUNCTION STRUCTURE. \ ROS \ G1� \� 20 SAW CUT AND REMOVE EXISTING AC PAVEMENT, CURB AND GUTTER, AND SIDEWALK. REPLACE ALL REMOVALS IN KIND TO THE SATISFACTION OF THE CITY ENGINEER 0 f G \\ O PER CITY OF RANCHO CUCAMONGA STANDARD PLANS 10.3 104 AND 120. i�O I \� G•f' • /4 CONSTRUCT SUPPORTS foR CONDUITS ACROSS TRENCHES PER STANDARD PLAN 224-0, AUTOMATIC \ OF THE STANDARD PLANS FOR PLZLIC WORKS CONSTRUCT/ON S AND B PER PLAN. � � 6 , "2- -w--DRAINAGE E GATT �� � O $•d• P Md7of G' Q- (SEE SHEET/3) q a \ \\ 12 \\ �OO� G s \\ \\ \ 1 \\ \\ 011,4G'1� /5 CONSTRUCT BLANKET PROTECTION f2�iR PIPES 225-0, OF THE h \\\ N N \\ a vG �/ G•o' STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION. �. (SEE SHEET/3) �o Rp OF N �• \� RECONSTRUCT ✓UNC770AI STRUCT \ o� V1 D �� �` e.e� FOR 63' RCP PIPE AND INSTALL z �z �Arh G.o' GI�P�O w 40 NEW DRAINAGE GATEpERE EtJ� r O JUNC T/ON STRUCTURE DE /L v G°�' 6E�sopo�s' P► v �i G G� STD�T lot, P n ^ it S •O. R \ \\ 1 1 t0R GO°S�F���E ,f •� O O G G \ s• 0 � v � \ to 0 i �`''" �, �► 20 17 O - O 26 � } F Sta 0+60.00 SD Line 'A-1' ' m 2+6f.47 BC w E� G 5 715+31.98 Cucamonga Creek O A - 19 S 61 ,. Sto 2+78.94 EC 7g ,� 1f00 ----- -- N 21• 5� -- G C 1d t S S Sh t 2A nuc ,,,� y reek „onne� is 14 15 --- -__--- ♦, N 22 52'30' E - _ _- - -- -- -- i ort ui ize,• See ee 5 I Cfty 16 ��� \ DESCRIPTION OF REVISION DATE APPROVED y --- -- -- - --- - - ♦ \\ �o 18 1 i o + ° ---- --------- -- II CURVE TABLE 14 �\ ho B o• ` \ \ 95'53 \ CITY OF RANCHO CUCAMONGA O Gr \\ \ \\ \ \ Ex 42' RCP $.d \ \ \\ �\ A 2312 1T 45.00 18.22 9.24 1Ro \\ �\ \ \\ STORM DRAIN IMPROVEMENT PLANS . G•°' \\ ` \'� �,� �\ G X oX \\ \ FOR TRACT No. 15727-1 B 22 14 45 45.00 7 7.47 8.85 G(• Ex 24' RCP N o X��\ \\ U' R E �,o �m \\ Ic z \\ \\\ d' Sta 1+23-24 JOIN n `` X \ `�`, A f SFPAATF PERMI7S' ARE RFQUIRED FOR ANY CONSTRUC77ON z w o \\\, \\ STORM DRAIN LINE "A-1" JOIN Ex OUTLET \\\ \ NOS WITHIN CITY OF ONTARIO OR SBCFCD R/W �� \ z N\ �\ ` BEGIN 63' RCP ��,\ z� oSTA 0+60.00 TO STA 4+00.00 \ o cur t11 \ P°�EBS/ q N APPROVED BY: DATE ?� \\ � ; e �� \\ 'v m Underground Service Alert \\ \ o �, Q� �,� '" B9� CITY OF ONTARIO \\ \ o . FORE Y \\\ x o �� �, Z` m °'` CITY ENGINEER �-�-� �CICL! (' R.C.E. 24953 DESIGN PREPARED IN THE OFFICE OF RECOWNDED Z LOCKMAN & ASSOCIATES Call: TOLL FREE \\\' �►� °D C,j�► �� °w� N°. � a L.A.O. - 14 ^ \� CONSULTING ENGINEERS AND PLANNERS 7 � C$ �� \� ` * V * 0 10281-A TRADEMARK ST. RANCHO CUCAMONGA, CA. 1- A - 1 •A 1 ` DWN. SH ET OF 8 0 0 LINE _� TEL (909) 944-6988 FAX (909) 948-8508 Q ;pT Cl v�� C/TY OF L.A.O. Z 13 o F REMOVAL DE RANCHO 4jjV 422-4133 \ � CAI-�� - I � --- \ p ACCEPTED BY -- .. ' - _ DATE �L�� Ex STORM DRAlN - 4th STREET CUCAMOIVQA CHK. BY: DWG. NO. TWO WORKING DAYS BEFORE YOU DIG 7 CITY ENGINEER V% ROBERT R.W.B. DATE MAY 1997 FILE No. 95-3438 (� V PROJECT SHEET No. OF 71 y ' GE/VERAL NOTES SPECIFIC;770NS 12rRT. 1 = 4 - LINE Aa .Q 1. ALL WORK SHALL BE PERFORMED /N ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA 7.0 ALL UNDERGROUND CONDUIT CONSTRUCTION SHALL CONFORM TO SE-C770N .306 OF THE S.S P.W.C. AND SUBSEOUENT Z � STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON (S.S.P.W.C.), CURRENT SECT/ONS O EDITION INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS CONTRACTOR SHALL BE FAM/L/AR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPE-CIFICAIT/ONS 2.0 ALL EX/ST/NG ASPHALT CONCRETE PAVEMENT AND BASE MATERIAL TO BE REMOVED TO ACCOMM0047F THE NECESSARY I _ _ cy Z TRENCH/NG FOR THE CONSTRUCTION OF THE STORM DRAIN SYSTEM AS SHOWN HEREON SHALL BE SAWCUT PRIOR TO O 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, IFLEPHONE OR POWER POLES, WATER METERS, VALVES, FRE REMOVAL. ALL EXCAVATED AC PAVEMENT AND BASE MATERIAL SHA POSED OF OFF-S/TE. ALL REMOVALS HYDRANTS ETC SHO R N SHOW SE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR /N ADJACENT SHALL BE IN COMPLIANCE WITH SECTION 300 1.3 OF T - WN O OT NON THE PHE S.S .C. AREAS WHEREIMPROVEMENT OR TO BE DO SHALL RELOCATED OR PROTECTED /N PLACE AS REQU/RED ANO COST TO THE CITY OF RAN O RREPLACED,CUGAMONGA. J.0 ALL TRENCH EXCAVA PON SHALL COMPLY W/7H SEC770 6-1. 1 OF THE S.S P.W. AND ALL SUBSEQUENT PARAGRAPHS. J. THE CONTRACTOR SHALL NOT/FY THE CITY ENG/NEER, CITY OF RANCHO CUCAMONGA, FORTY-EIGHT (48) HOURS 4.0 ALL 7RENCH ACCESS AND BRAC/NG SHALL C RM TO SEC770N 306-1.7.4 AND T SEC770N 305-1. 1.6 OF THE S.S.P.W.C. PRIOR TO START/NG ANY WORK; TELEPHONE NUMBER.• (909) 477-2700. � - -A Y020- 5.0 INSTALLA77ON OF PIPE W i 4. THESE PLANS ARE HEREBY MADE A PART OF THE SPECIRCAPONS AND CONTRACTUAL AGREEMENT. I { 51 ALL PPE BEDDING L CONFORM 70 SECTION 306. 1-2.1 OF THE S S.P.W.C. BEDDING MATERIAL SHALL BE / I ^ 5. NO REVISION SHALL BE MADE TO THESE PLANS WITH THE APPROVAL OF THE CITY ENG/NEER, CITY OF SAND,/GRAVEL, HED AGGREGATE, HAVING A 54ND EQUIVALENCE OF NOT L SS THAN 30 OR HAVING A I �Q N h __ ___. __ . __ __ _ ___ __ RANCHO CUG4MONGA. COEFF/C/EN PERMEAB/L/lY GREATER THAN 1.4 /LACHES/HOUR OR OTHER MTER/AL AS APPROVED BY N THE L ER o _ _ 6. THE CON7RACTOR SHALL APPLY FOR ANY NECESSARY CONSTRUC770N PERM/T3' FOR ALL WORK AS SHOWN ON 0 o o THESE PLANS FROM THE CITY OF RANCHO CUCAMONGA. L STORM /N PIPE SHALL BE /NSPEC TO PLACEMENT PURSUA 0 SECRON 306.1.2.2. � � � 5. DRAIN 1F0 PR/OR N T cy t� 7. MING WORK AS INDICA TED HEREON FOR THIS PROJECT SHALL FAM/LIAR/ZE HIMSELF WITH 5.3 THE CONTR4CTOR SHALL EXGAVATF FOR EX THE EX/ST/NG IMPROVE NTS THAT ARE TO BE _ . o o I MGLroo TL Y ANY CONTRACTOR PERFOR � W THE S/TE AND SHALL BE SOLELY RESPONS/BLE FOR ANY DAMAGE TO EX/ST/NG FACILITIES RESULT/NG D/REC CONNEC7F0 TO AS PART OF THESE NS BEFORE Y/NG ANY PIPE OR COND /T THE ENG/NEER OF OR INDIRECTL Y FROM HIS OPERAT/ONS, WHETHER OR NOT SUCH FACIL/T/ES ARE SHOWN ON THESE PLANS RECORD SHALL SE GIVEN THE ORTUNITY TO INSP T THE EX/STING PIPEO CONDO/T BEFORE CONNECRON INE OR GRADE WHl MAY BE NECESSARY ACCOMPLISH THE INTENT 8. F THESE PLAN MADE. /S MADE ANY AL�/USTME N L T THE CONTRACTOR'S A7TENT/ON /S EXPRESSLY DIRECTED TO ALL THE REQU/REMEN7� AND PROVISIONS OF 7NE S WlL p . - GULAT/ONS. CONFORMANCE THERETO SHALL BE STRICTLY ENFORCED DU 5 4 - _ _ F THE CONTRACT STATE OF CALIFORN/A .SAFETY RE DURING THE RCONIRAC°TOR SH4 L REVIEW AND VER/FY ALL COND/T/ONS AND DIMENSIONS AT THE JOB S/IF BEFORE/NOMMENC/NG L P/P BE LA UP GRAD NLESS O1HER E APPROVED BY INE E G/NEER AL /PE SHA AL E S E U L P LL O 9 LUS TRENCH EXG4VAT/ON OUTS/DE OF THE PROJECT AREA ESS PPROVED PLAN ESTABL/SHED LIN[ D GRADE W/TH UN/FO EAR/NG UNDER THE FULL THE CONTRACTOR S DISPOSE OF ALL SUR L OF PIPE O HALL P N �My�M 1 ^ _ _ APPROVED OTHERWISE BY THE CITY ENG/NEER. E BE LA/D THEA R B t LE EL 1010.6 3 ! +� ALL FIELD JOINING OF STORM DRAIN P/PE SHALL BE 1 CONFORMANCE W/IHS 770N 306-1.2.4 OF INE S.S.P.W.C. w- _.-. -- -- o " 10. ow 770NP E ER 0 Q4CKF/LL AND DENS/F/CAT/ON WHICH WORK ISFTO BE PERFORMED; CHECK AND OCONF/RM LWOG4170NA0 TO G STRU URE°S DEQU/ M N AND UT/L/TIES WH/CH MAY AFFECT WORK.COMPARE OF WORK SHALLF ESST/TUTE FULL ACCEPTANCE OF X/S77NG 6 1 ALL P/PE OR CONDO/T CONSIRUC7FD PURSUANT TO E P N A TOR SHALL REPORT ALL D/ STD THE OWNS ENG/NEER PRl TO T S LAS AND SPEC/f7 77ONS SHALL BE INSPECTED SITE CONDIT/ONS. THE CONTRACTOR SCREP O BY THE ENG/NEER OF RECORD, AND/OR HIS REPRESS TAT/VE, AND THE PURL/C WORKS INSPECTOR, CITY OF THE COMMENCEMENT OF WORK. IRWINDAL PRIOR TO THE PLACEMENT OF ANY BACKF MATERIAL E C E, 11. CON77�ACTOR SHALL ENACT ALL MEASURES TO PROTECT AND SA GUARD WORKERS AND E GENERAL 6.2 ALL BACKFILL AND DENSIRCAR SHALL BE PERFORM /N COMPLIANCE W17H C77ON 306-1.3 OF 7HE S.S.P.W.C. �1# FROM INJURY DURING THE ENTIRE 77ME OF CONS7RUCT/ON,• MA/ AIN THE JOB SITE IN A ORDERL Y, CL EA MANNER >f ! THROUGHOUT THE COURSE OF WORK AND NOT BLOCK LEGAL E TS AND ENTRANCES,• LEA E WORK AREA C N, _.. _ - __ .._ ___ ___..__ 6.3 ROCKS GRATER THAN 6-INCHES /N DIMENSION WILL T BE PERMITTED /N AN BACKFILL PLACED BE7WEEN FREE OF DEER/S AT END OF EACH Lao , COMPLY WITH ALL AP BLE CODES I I _ Q•5' AL ' L _ : _ _: E FOOT BEL OW VEMENT SUBGRA 1 ,.._ ..� Y• PCA R _ - R UNLESS OTHERWISE APPROVED BY THE ENG/NEER O CORD ONE FOOT ABOVE THE TOP OF ANY PIPE OR CONDO/T, AND ON DE I I �� ��R �APPI O12 ALL CONCRETE AND ASPHALT CONCRETE PAVEMENT TO BE REMO ED SHALL BE REMOVED TTL/Z/NG A SAW UTF(Min CUT DEPTH 1j) AND HDOS AS APPROVED Y THE C/TY ENG/NEER.ROf,� 6.4 ALL BACKFILL SHALL BE PLACED AS SPECIFIED /N S T/ON 306-1.3.3 OF THE S.P.W.C. - WATER : �� v DENS/F/ED HACKF/LL. I S - 0.0103f _ . 1.3 PLACING - WITHIN 2-/NC OF F/NAL SUR AND BY PLACING 2 CHES OF ASP /C 6.5 ALL 34CKf7LL SHALL BE COMPACTED TO THE T/VE COMPAC77ON VALUES SPECIFIED /N SECRON L ADJUST I = PA ECHES TO F/N/SHED I SURFACE. 306-1.3.4 OF THE S S.P.W.C. ALL &4 H BE CERT/F/ D T S F E H T CKF ALL E BY HE /LS ENG/NEER OF RECORD. "'"" "►j'""' '"' """" ""' - _ _. __. low AND GUITERCOR OTHER IMPROVEMEN7�/CDUT,TR �O ED,nOR;La4MA ED N CONJUNC�ONEEW/ �H/S PROJECT. 7. ALL TRENCH RESURFACING SHALL CONS/S PLACING OF 6' CRUSHED AGGRE E BASE MA7FR/AL WITH 3' OF 1 t p C2-AR-4000 ASPHALT CONCRETE P MATER/AL. 15. CONTRACTOR SHALL PROVIDE FOR DUST CON TR L AND TRAFFIC NTROL AT ALL TIMES T THE SA77SFACT/O OF F W > V p cV THE CITY ENG/NEER, CITY OF RANCHO CUCAMO A, AND SHALL IN COMPLIANCE W/17f UTH COAST A/R UAL/7Y B. LOCA170NS AND ELEYA770NS EX/S77NG PIPES WHERE NEW CONNEC770NS E TO BE MADE ARE APPROXIMATE N { O N C O h I MANAGEMENT DISTRICT (A.O.M.D.) RULE 403 FO MITIGATING DUS CONTROL. AND /T SHALL BE THE TRACTORS RESPONSIBILITY TO FIELD LOCATE CONNECT/ON POINTS AND MAKE ANY C •. _.- -_ .. 00 NECESSARY ALa/US TS FDR PROPER CONNECTIONS. 16. BARRICADES WITH F H/ LIGHTS ARE T BE A/NTA/ ON A OBSTRUC N W/7N/N X/ 17NG STREET W 07 F THE S.S.P.W.C. AND SUBSEQUENT PARAGRAPHS O� .� .� O� •� �1q' cV r `� O IT LAS NG 1S E O NED 770 S S to so inAT ALL MES. CONSTRUCT/ON WARN/NG SIGNS NO FLAGMEN AR TO BE PRESENT AT ✓O S/TE. 9. ALL REINF D CONCRETE PIPE SHALL CONFORM TO SECT/ -2 O No N `Oo No hW 17 THE CO CTOR SHALL ESPONS/BLE FOR RE /NG ANY DAMA o► N $ ♦ UPON CO /O THIS PROJECT N A B R P G INC DUE TO H OPERA TION. wIb� RACTOR TO VERIFY' PRIOR TO THE CONTRACTOR SHAL NOTIFY UNDERGROUND ERVICE ALERT A (800) 422-4133 TWO ) D Y5 PR/OR T _ _ O GINN/NG COA157RUCTION BEG/NN/NG WORK. p GJ,�2327 cfs O,b,=232.2 efs I V,= 10.75 fps V I= 10.73 fps 218 13 Lf- 66, ROP 19. ASBREY/A77ONS /ND/CAT ON THE PLANS SHALL E /N ACCORDAN WITH SEC770N 1-3.2 FINE S.S.P.W.C. - 116.53 Lf- - �6' RCP -- - 1300-D CONSTRUCTION /YEWS W CIRCLED NUMBERS XAMPL REFER CONS7PUC770 M NUMBERS 00 231.7 cfs V 10.70 '9 -_� i ` 21. THE CONTRACTOR SHALL MAKE THE NECESSARY RANGEMENTUS FO ANY/ALL CONIVEC77ONS TO THE EX/ST7NG 1�1 CONS7PUCT 66-INCH RCP, D-LOAD AND LENGTH AS /NDICA7FD ON PLANS 0+00 1f OO 2f OO 3f OO +00 5f OO STORM DRAIN SYSTEM. THE TYPE AND METHOD F CONNECTION ALL BE APPROVED BY E CITY ENG/NEE 11 CONSTRUCTMANH 4 OLE No. P R PER STANDARD E E S D D PLAN 321 OF THE CITY OF RANCHO 22. THE CONTRACTOR SHALL UNCOVER AND VER/FY T LOCAT/ON AND EPTH OF ALL EX/ST/NG T/L/TY LINES PR/ RTO O CUCAMONGA STANDARD PLANS EXCAVATING. THE CONT CTOR SHALL MAKE AP OPR/ATE ARRANG ENTS FOR THE PRO TE /ON OF ALL UTIL /ES. VALUES for A, B, and C AS INDICA7FD ON PLANS NOTE." �/S77NG INLET STRUCTURE AND fL4P GATE ASSEMBLY TO REMA/N AND BE 23 ALL TRENCH/NG SHALL EXCAVATED TRUE TO L E AND GRADE / ACCORDANCE W/TH THE DRAWINGS AND 12 CONS7RUCT JUNCTION STRUCTURE No. 2 PER STANDARD PLAN 331, OF THE CITY OF THE S S.P.W.C. ALL BE /NG AND BACKFILL SHA BE PLACED /N MANNER SATISFACTORY TO THE CITY EN R CUCAMONGA STANDARD PLANS PROTECTED /N PLACE. �(;P AND /N ACCORDANCE Wl THE S S.P.W.C. $ VALUES for A, B, and C AS INDICATED ON PLANS. 10 24. REOUEST FOR AN It CAD CLOSURES AND/OR STOUPS ON EXl /NG DEDICATED PUBLIC TREETS SHALL BE Existing Junction ' �l►R C, APPLIED FOR IN WRITIN TO THE C/TY ENGINEER 8-HOURS IN AD NCE PRIOR TO ANY CL URE AND/OR DETOUR. O 16 REMOVE EX/ST/NG 24-INCH RCP. Structure J THE CONTRACTOR SHAL SUBMIT 2 SETS OF CLO RE/DETOUR PLA SHOWING ALL T CONTROL SIGNS, 1t, Proposed - G 17 REMOVE EXISTING 42-INCH RCP. 6 0 RCP Construct Transition �+� 0- G O DELINEATIONS, Etc., F THE CITY ENGINEER'S A . ROVAZ. Structure per Detail I 1 �\ �// t Or tic 25 ALL STATIONING AS HOWN ON THESE PLANS /5 MEASURED ALONG E CE LINE OF THE STORM DRAIN. G 0� ' 18 REMOVE EX/ST/NG 54 /NCH RCP. A, Sheet 13 (• � ` � t _ r I Q R� v O = 19 REMOVE EXISTING ✓UNCTION STRUCTURE AND MANHOLE. O D� \ oil, Q \� 20 SAW CUT AND REMOVE EXISTING AC PAVEMENT, CURB AND GUTTER, AND SIDEWALK. T REPLACE ALL REMOVALS IN KIND TO THE SATISFACTION OF THE C/TY ENGINEER S _ 0 1000.86 84 I I �Q \ G��Gi \ PER C17Y OF RANCHO CUCAMONGA STANDARD PLANS 103, 104 AND 120. 0o3f r 1000. 00.83 (• _ \ o '4 41 I I \ !� O G. P a0 . \ 10,0.0. Fo �► Q L - ' - - - - - - - \�� 12 �G \ '(4c 0 d Or G h $ N \ It ft v G,0 Q V �. W \� O o ` G V d• FOR REMOVAL DETA/L, ooao � � � R � o � � �- s NOTE G m h \`, �., �� R G1 P�1 w '3 O V \ -31 C/ G � 0� PE�OJE�GI�ti� ��, 9 \�� R SEE SHEET 13, DET;/L 0 Existing 54-0 RCP to o � o -m �T` Jl F pP E F m � iremcin n p/ace nd be protect \\\ o O O�SjR6�6�1t�OF 10�1P� c 4• \� f� r, . A G ARE&10S1�t0(;0 7 O / SS Ott j r o I JUNC T/ON STRUCTURE DE �#/L m C oRE� oP \ G G \ G I NTS �• R0 \ � � G•F' G � \ Z_ a n � 17 , O 6 + A 20 Sta 0+60.00 SD Line 'A-1' O O 2 a G 18 p 2+61.47 BC � E G r 20 19 S a = Sta 715+,31.98 Cucamonga Creek � - � � ` O \ _ P �/ o IV 2a 2+78.94 EC G -- G --- -- a N 22'52',30' E + ♦� L i/J/_, JS a � o ♦ +___ _ ` DESCRIPTION OF REVISION DATE CITY G a �, 20 � __------------------- I) � �, p F j >� \ m 3 APPROVED G o CURVE TABLE �\ ti B 0• X95.5 �\ ` CITY OF RANCHO CUCAMONGA D R L T \ n n \\ \ II \\ \ o G• \\ \\� \ N\. O 041 \\ \` N Ex 4r RCP • s \ ��\ STORM DRAIN IMPROVEMENT PLANS A 2J'12117' 45.00' 18.22' 9.24' O, S ' \\ \ p i o\\ \\ ,�\ G 1' o Q \ \\ \ m \\ \\\ B 2214145' 45.00' 17.47' 8.85' Ex 24' RCP-\\ x �, •� \\ \\ FOR TRACT No. 15727-1 St0 1+27 4 N �`` \ \ I SEPARATE PERM/7S ARE REQUIRED FDR ANY CONSTRUCT/ON w \\ \' �_" \\ STORM DRAIN LINE "A-1" $ 2 JOIN \\ �, x\ E N N� WITHIN CITY OF ONTARIO OR SBCFCD R/W � �\\ SEE°oErA� A4 SHEET 13 -� * Zn' INLL7 -13 r �N \\ z STA 1+27.24 TO STA 4+00.00 \\ N Z Z \\ ` � � rn\ Underground Service Alert \\ Oo "� \\ \ ``� 1LB \ N APPROVED BY: DATE 1 9 \ �, �'A CD - CITY OF ONTARIO t �� ��r c" i ' R.C.E. 24953 FORE y \\\ x o c., ��, \\ Z+ m CITY ENGINEER �/ PREPARED TAI THE OFFICE OF _ DESIGN � RECOMMENDED \ LOCKMAN & ASSOCIATES o Call: TOLL FREE \\\', Z• C,i,+� / Z O s-fit-%� L.A.O. 3/31/00 � CONSULTING ENGINEERS AND PLANNERS : " \\ * 10281-A TRADEMARK ST. RANCHO CUCAMONGA, CA1-800 LINE A - 1 � � D, � �O \ � scrryDWNopr ' TEL (909) 944-6988 FAX (909) 948-8508 SHE`rT OF 422-4133 �? `� ql� civic- \�o�� REMOVAL DETA/L \� RANCHO L.A.O. 2A 13 o _ Ex STORM DRAIN - 4th STREET CHK. BY: DWG. No. \ � OF CAS ACCEPTED BY -_ __ DATE S�s��e CUCAMO/VQA TWO WORKING DAYS BEFORE YOU DIG 7 r9sf't CITY ENGINEER CHARLES W. LOCKMAN R.C.E. 42485 C.W.L. DATE APR 1948 FILE No. 95-3438 p( PROJECT SHEET No. _ OF AFRI VA TE 5 T�7RM DRA/N GENERA NO T L NOTES SPECIFICA TIONS '- 4a MAINTA/NED( B Y CIT)l HOR/Z. 1 - _. _ .. _ 1• 1.0 GROUND CONDU/T CONSTRUCRON SHALL CONFORM TO SEC77ON 306 OF HE S.S.P.W.C. AND SUBSEOU£NT ALL WORK SHALL BE PERFORMED /N ACCORDANCE WITH HESE PLANS, HE CITY OF RANCHO CUG4MONG4 ALL UNDER VERT. 1'= 4' E , o oN (s s P w.c.), cu r SEcnoNs STANDARDS AND THE STANDARD SPEC/F/CAT/ONS FOR PUBL/C WORKS CONSTRUCT/ RREN _.. _ _..-. ._. £DIRON INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH N AND SHALL BE RESPONS/BLE FDR ADHERENCE TO THESE STANDARDS AND SPEC/F/CAnONS. 0 X/ TIN ASPHALT 2 O ALL E S G S HALT CONCRE7F PAVEMENT AND B45C MATERIAL TO BE REMOVED 70 ACCOMM0047F HE NECESSARY L , ? Z TRENCH/NG FOR THE CONSTRUCTION OF THE STORM DRAIN SYSTEM AS SHOWN HEREON ShG4LL BE 54WCUT PR/OR T 2' BE DISPOSED OF OFF-517F. ALL REMOVALS ALL PIPELINES OR SUBSTRUCTURES OF ANY K/ND, TELEPHONE OR OWER POLES, WA7FR METERS, VALVFS fWE REMOVAL ALL EXG4VA7F0 AC PAVEMENT AND BASE MATERIAL SHALL -OF-WAY IANCE WITH SECTION 300-1.3 OF THE S.S.P.W"C. - HYDRANTS ETC SHOWN OR NOT SHOWN ON THESE PLANS W/H/N HE RIGHT OF WAY L/M/IS OR /N AGUACENT SHALL BE IN COMPL RELOCA7E0 OR PROTECTED �y AREAS WHERE IMPROVEMENT WORK /S TO BE DONE SHALL BE REMOVED, REP LAC ED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUG4MONGA. J.0 ALL TRENCH L AVA77ON SHALL COMPL Y WITH SEC77ON 306-1.1 OF HE S.S.P.W.C. AND ALL SUBSEQUENT PARAGRAPHS. J. HE CONTRACTOR SHALL NOTIFY HE CITY ENG/NEER, CITY OF RANCHO CUCAMONGA, FORTY-CCHT (48) HOURS 4.0 ALL TRENCH ACCESS AND BRAC/NG SHALL CONFORM TO SECTION 306-1.1.4 AND TO SECTION 306-1.1.6 OF HE S.SP.W.C. PR/OR TO 57AR77NG ANY WO 7FLEPHONE NUMBER 477-2700 PROPOSED F1NISHf-D URFAef- � � 'Q� - 5.0 INSTALLATION OF PIPE WORK- (909) 4. HESE PLANS ARE HEREBY MADE A PART OF HE SPEC/FIC4nONS AND CONIRAC7UAL AGREEMENT. } } 5.1 ALL PIPE" BEDDING SHALL CONFORM TO SECTION 306.1.21 OF HE S.S P.W.C. BEDDING MATERIAL SHALL BE 5. NO REVS/ON SHALL BE MADE TO HESE PLANS WITHOUT HE APPROVAL OF HE CITY ENG/NE C/IY OF GRAVE CRUSHED A RE-G47F HAV/NG A SAND f- U/VALENCE T L THAN 30 OR HAVING ER SAND, L, RU HED GG Q OF NO ESS A �'- J RANCHO CUCAMONG4. COEFFICIENT OF PERMEABILITY GREATER THAN 1.4 INCHES/HOUR OR OTHER MATERIAL AS APPROVED BY 6 SIR CTIO PER 7S FOR WOR SOWN ON THE ENG/NEER. THE CONTRACTOR SHALL PPLY FOR ANY NECESSARY C N U N M/ ALL K AS H HESE PLANS FROM IRE CITY OF RANCHO CUCAMONGA.O 5.2 ALL STORM DRAIN PIPE SHALL BE INSPECTED PR/OR TO PLACEMENT PURSt/4NT TO SECTION 306.1.2.2. g W �O _ 7. ANY CONTR4CTOR PERFORMING WORK AS INDICATED HEREON FOR HIS PROJECT SHALL FAMILIARIZE HIMSELF WITH - - 5.3 �� �} �� THE CONTRACTOR SHALL EXG4VAIF FDR, AND EXPOSE, HE EXISTING /MPOVFMENIS THAT ARE TO BE B Y CONNECTED TO AS PART OF HESE PLANS BEFORE LAYING ANY PIPE OR CONDUIT. THE ENGINEER OF C> ^ } O - OR FROM HIS OPERATIONS OR NOT ARE SHOWN ON HESE PLANS.0 Q � `j J "� i - _o z Q . - . T THE EXISTING PIPE OR CONDUIT BEFORE CONNECTION RECORD SHALL BE GIVEN THE OPPOR7UN/7Y TO INSPECT p N p '? Ln C�i - a CL 100"� /S MADE" ANY AGVUSIMEN7S IN LINE OR GRADE WH/CH MAY BE NECESSARY TO ACCOMPLISH THE /N7ENT p h :. _ : _ V a 8. THE CONTRACTOR'S ATTEN770N /S EXPRESSLY DIRECTED TO ALL THE REQUIREMENTS AND PROKS/ONS OF THE Z / N ry �� STATF OF GALIFORN/A SAFETY REGULATIONS. CONFORMANCE THERETO SHALL BE 57RICTLY ENFORCED DURING THE OF THESE PLANS WILL BE MADE. _: _ L _ �: - ENTIRE LIFE OF THE CONTRACT. 5.4 ALL PIPE SHALL BE LAID UP-GRADE UNLESS OTHERWISE APPROVED BY H£ ENGINEER. ALL PIPE SHALL O V 39 O N W BE LAID TO THE APPROVED PLAN ESTABLISHED LINE AND GRADE WITH UN/FORM BEAR/NG UNDER THE FULL _ .� j p•OZ _ _ _ _ _ - 9. OR SHALL DISPOSE OF ALL SURPLUS 7R£NCH EXCAVA770N OUTSIDE OF THE PROJECT AREA UNLESS LENGTH OF PIPE. S J - I _ _- -.. _ _. APPROVED OTHERWISE BY HE CITY ENGINEER. tfd}} �� E/~$ dA 10 ENC/NG 5.5 ALL FIELD JO/N/NG OF S70RM DRA/N P/PE SHALL BE /N CONFORMANCE WTrH SECTION 306-1.2.4 OF H£ 5 S"P.W.C. EL. 1010.6.3 THE CON7RACTOR SHALL RfWf-W AND VER/FY ALL CONDITIONS AND D/MENSIONS AT THE JOB SITE BEFORE COMM - - -- �-- _- -•--.-- •- - v - - -- -• - AN PO N F R PAR ACTUAL CONDITIONS WITH DRAWINGS T ASCERTAIN N / N UNDER 6.0 BACKf7LL AND DENSIRCA77ON WHICH WORK IS Y RTIO O THE WOK COMPARE- COND O D GS O SCE CO D TIO S U D I BE PE - - -- UTZ.ITIES WH/CH MAY AFFECT WORK CCOMMENCEMENT OF WORK TSHALL CONSTITUTE FULL STRUCTURES,ACCEPTANCE OF EXISTING 6 1 jj ALL PIPE R CONDUIT SITE CONDITIONS. THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES TO THE OWNER'S ENGINEER PR/OR TO O CO DU CONSIRUC PURSUANT TO HESE PLANS ND SPEC/f7G4170NS SHALL BE / SPECIFO S = 0.5683 0'0010- - HE COMMENCEMENT OF WORK. BY HE ENG/NEER OF RECORD, AND/OR HIS REPRESENTATIVE, ANDAHE PUBLIC WORKS /NSPECTOR,NCT7Y OF } RANCHO CUCAMONG4, PRIOR TO THE PLACEMENT OF ANY 6ACKf7LL MA7FR/AL. �4 4FROM INJURY DURING THE AN ORDERt Y CLEAN ER 6.2 ALL BACKFILL AND DENS/f7CARON SHALL BE PERFORMED /N COMPLIANCE WITH SEC77ON 306-1.3 OF THE S S P.W.C. CONTRACTOR SHALL ENACT ALL MEASURES TO PROTECT AND SAFEGUARD WORKERS AND THE GENERAL PUBLIC THROUGHOUT HE COURSE OFT/WORK AND NOT BLOCK LEG4RE 77ME OF CONSTRUCTOM MEXITS AND ENTRANCE-AINTAIN THE JOB SITE 5- LEAVE WORK AREA CLEAN, low FREE OF DEBRIS AT END OF EACH DAY, COMPL Y WITH ALL APPLICABLE CODES. 6.J 6-INCHES /N DIMENSION W/LL NOT BE PERMITTED 1N ANY 340Kf7L1 PLACED BE7WEEN N FOOT A H TOP F ANY P/P AND ONE FOOT BELOW PAVEMENT SUBGRA , ROCKS GREATER THAN $� �., � I I I O• ONE DTHBERV SE APPROVED BY THE ENG/NEER OF RECORD.N •� I E/ 12 U77L/ZING A 54W CUT `1p� (M'n Cr°UT DEPTHN� ) AAD/ORDOHER METHODS ASAPPROVED BY REMOVED SHALL ENGINEER 6.4 t I ?.3) 6.4 ALL B4CKFILL SHALL BE PLACED AS SPEC/f7ED IN SECTION 306-1.3.3 OF HE S.S.P.W.C. - WATER • y _ I , \(� C C t - - @ I I F,p4 d _ _ - 13 PLACING DENS/F/ED BACKFILL. HE CONTRACTOR SHALL ADJUST ALL STORM ORA/N MANHOLES TO GRADE UPON COMPLETION OF PANNG BY p� l 2-INCHES OF PCC PAV71VG TO WITHIN 2-INCHES OF FINAL SURFACE, AND BY PLACING 2-INCHES OF ASPHALTIC _ _ _ _ _ 6.5 ALL 34CKFZL SHALL BE COMP4C7FD TO HE REZA77VE COMPACTION VALUES AS SPECIRED /N SEC77ON �` k• tV r tV _.. _ . _ O _ _ _.. _ _.. _ _ _ _ I PAVEMENT TO FIN/SHED SURFACE. ©• 306-1.3.4 OF THE S.SP.W.C. ALL BACKFILL SHALL BE' CERrIF/ED BY THE SOILS ENGINEER OF RECORD. 14. HE CONTRACTOR SHALL REPLACE /N KIND, TO HE S4nSFAC770N OF HE CITY ENGINEER, ANY PAV7NC CURB p # ^ C C C AND GUTTER OR OTHER /MPOVEMEN7S CUT, REMOVED, OR DAMAGED /N CONJUNCTION WITH THIS PROJECT. 7.0 ALL TRENCH RESURFACING SHALL CONS/ST OF PLACING OF 6' CRUSHED AGGREGATE BASE M7FRG4L WITH 3' OF _ __.��_. ..._ C2-AR-4000 ASPHALT CONCRETE PAVING MA7FR/AL. �y„ , WOO- !! , FLOW LF1.7 N. N co h N 15. CON7R4CTOR SHALL PROVIDE FOR DUST CONTROL AND 7PAA77C CONTROL AT ALL TIMES TO HE S4T/SFACn0N OF N O O O 8.0 LOCATIONS AND ELEVATIONS OF EX/S77NG PIPES WHERE NEW CONNECTIONS ARE 70 BE MADE ARE APPROXIMATE THE CITY ENGINEER, CITY OF RANCHO CUCAMONGA, AND SHALL BE IN COMPLIANCE WITH SOUTH COAST AIR OUAL/TY 116 LF 24' RCP �'� �"' '� V ``� �pO �. ^ ^ �. ^ MANAGEMENT DISTRICT Q.M.D. RULE 403 FOR M/T/G4T/NG DUST CONTROL. AND IT SHALL BE THE COMR4CrOR'S RESPONSIBILITY TO FIELD LOCATE ALL CONNECT/ON PO/NTS AND MAKE ANY L `I` O O O CT (A. ) - - NECESSARY AO✓USIMEN7S FOR PROPER CONNECTIONS. � o p � � NgN6No '� o vo 16. G S7REET /W cN r• � c BARRICADES WITH FLASH/NG LIGHTS ARE TO BE MA/NTA/HED ON ALL OBSIRUCIIONS WITHIN EX/S71N R AT ALL TIMES. CONSTRUCTION WARN/NG SIGNS AND FLAGMEN ARE TO BE PRESENT AT JOB S/TE. 9.0 ALL REINFORCED CONCRETE PIPE SHALL CONFORM TO SEC770M 207-2 OF THE SSP.W.C. AND SUBSEQUENT PARAGRAPHS. I Off` .� ti N $ N 17 INCURRED DUE TO OfHIS OPERATION THE CONIR4CTOR SHALL BE RESPONS/BLE FOR REPAIRING ANY Q4MAGE r UPON COMPLETION OF HIS PROJECT LINET - C 35 I . co/V7RACTOR TO VER/fY PRIOR TO 6 �Q ") of �" - 18. HE CONTR4CTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT (800) 422-4133 7WO (2) DAYS PRIOR 70 CONSTRUCTION ITEMS BEGINNING CONSTRUCT/ON ••Q.� C c I I} I C BEG/NN/NG WORK. Cfs ;2 ,� Cfs 19. ABBREV7AT/DNS IND/C41FD ON HE PLANS SHALL BE /N ACCORDANCE WITH SEC77ON 1-3.2 OF THE S S P.W.C. O1 CONSTRUCT 66-/NCH RCP, D-LOAD AND LENGTH AS INDICATED ON PLANS - - - 0 231 T �' - 9 25 fp V, - 9.22 fps •y V,- 1050 fps _ 14 3 2 LF - 2� 48' RCPS 77.47 LF - 66' RCP _ 20. CIRCLED NUMBERS OR EXAMPLE REFER TO CONSTRUCTION ITEM NUMBERS. CONSTRUCT 24-/NCH R , D-LOAD AND LENGH AS INDICATED ON PLANS -� - F E 1 E No. 2 PER STAA(D,4R0 PLAN 319, OF THE CITY OF RANCHO 1:350-D _ I - - 1000-D ( 21. THE CONIR4CTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR ANYBA L CONNECTIONS 70 THE El'/S77NG 10 NSTRUCT MANHOLE STORM DRAIN SYSTEM. THE TYPE AND METHOD OF CONNECTION SHALL APPROVED BY THE C/lY ENG/NEER. CUCAMONGA STANDARD PLANS 1*00 2*00 3�'OO 4+00 22. THE CONTRACTOR SHALL UNCOVER AND VER/FY THE LOCATION AND DEPTH OF ALL EX/STING UTILITY LIVES PRIOR 70 12 CONS7PUCT JUNC71ON S7RUC7URE No. 2 PER STANDARD PLAN 331, OF THE CITY OF 48'4 RCP CON57PUCT EXCAVATING. THE CONTRACTOR SHALL MAKE APPROPRIATE ARRANGEMENTS FOR THE PROTECTION OF ALL UTILITIES. CUCAMONGA STANDARD PLANS. 7PANS1TION VALUES for A, B, and C AS IND/CATFD ON PLANS. STRUC7URE 6610 RCP 23 ALL 7RENCHING SHALL BE EXCAVATED 7RUE TO LINE AND GRADE IN ACCORDANCE WITH THESE DRAWINGS AND NOTE EX/STING INLET STRUCTURE AND fZAP THE S.S.P.W.C. ALL BEDDING AND B4CKFILL SHALL BE PLACED IN A MANNER SATISFACTORY TO THE C17Y ENG/NEER 13 CON57RUCT CONCRETE COLLAR PER STANDARD PLAN 329, OF THE CITY OF RANCHO AND IN ACCORDANCE WITH THE s S P.W.C. CUCAMONGA STANDARD PLANS GATE ASSEMBLY TO REMA/N AND BE - r.� o� SHALL HE G' 24 APPL//EDT FORR/NNWR�nNG tt �0 THE CITY ENG/NEERAD CLOSURES R 48�HOURSOURS �N ADVANCE- PRN EXISTNG �ORO ANY CLOSURE LIC AND/OR DETOUR. 14 COONT IRUCT STANDARDDRTS PLANSOF OR PDUITS ACROSS TRENCHES UBL/C WORKS CONSTRUCTION SSAADARD ND B PERPLAN PLAN. D '7 U „ THE CONTRACTOR SHALL SUBMIT 2 SE75 OF CLOSURE/DETOUR PLANS SHOWING ALL TRAFFIC CONTROL SIGNS, (SEE SHEET 13A FOR DETAIL) xi in n i n W E st g ✓u ct o J � o�I�,a O - DEL/NEAT/ONS, Etc., FOR THE CITY ENG/NEER'S APPROVAL. a V Structure i Q 15 CONSTRUCT BLANKET PROTECT/ON FOR PIPES 225-0, OF THE STANDARD PLANS �, ��� G O Pro osed Q N h Q 25. ALL STATION/NG AS SHOWN ON THESE PLANS /S MEASURED ALONG HE CENTERLINE OF THE STORM ORA/N. R P / 4,-0 RCPs Construct Transition 1� •'� Z 24 FOR UBL C WORKS CONSTRUCTION. (SEE SHEET 13A FOR DETA/L) \ o Structure A per Detoi/ A, o c s 16 REMOVE EXISTING 24-INCH RCP" (2) Sheet 13A p � }� � �'{� R� ��'�3 �G 48'0 RCP PROPOSED or J (� O I. t' I' PLAN O '{ -_ _ -_ MANHOLE O 0� � R� •�� R� Q- 17 REMOVE EX/ST/NG 42-/NCH RCP. s S _ off, 1pp1 1� J r \ 4 o aG �f5 ® 6' O.C. G'1.(I' \\ < 18 REMOVE EX/ST/NG 54-/NCH RCP. O�o�r I 3 Gil •Q' IJ OR 14 0 18' 0.C" o PROPOSED \ o � � O L G � 66'0 RCPs \ O- 19 REMOVE EXISTING ✓UNCTION 57RUCTURE AND MANHOLE. 8 T �\ G' PROPOSED , \ L-T--1-�---- \\ \ O d' 2 - 48'0 RCPs \ 20 SAW CUT AND REMOVE EXISTING AC PAVEMENT, CURB AND GUTTER, AND SIDEWALK. 1 `'-_---- \\ 12 \ $• \\ \ ojoo�d' � PER CRf-PLAITY OF RANE Alt CHO CUCAMONGA STANDARDVALS IN KIND TO FHE PLANS SATISFACTION03E 04 AND ENGINEER \\\ \ G'Q• 5' \\ G���G�0 Q. 24 CONS7RUCT 48-INCH RCP, D-LOAD AND LENGTH AS INDICATED ON PLANS y o \ \\ P G• o•c� o \\, � � c�'` � �% Of �o S=0.0733 - - � � \ � - \ G �, S• R #OTEAr FOR CONSTRUCT/ON AND " z o w o G V 0� PEt�O�E�CI�E�P °� a• \\ R REMOVAL DETA/L, SEE Existing 54 0 RCP to V p o •(1 R ?P E f 1� - >� remain and be protected \ 5 N o�? �=� (RO g0• I�0 ?I?opo / 14 0 18' O.C. � V � in ploce \' Z p �? O 0�5 60��5� OFp11�051�E 55 5 BOTH WAYS L ONG/TUD/NAL �' V a 0 SHEET 13A, DETAIL B \ �� z 1� GS1pG� E5�0E PD 00 P S PR/V,4 TE STORM Cf DETA/L 's \�` �� � �z� E�CR�O�R�G� 2 8 SEC T/ON � \ O � � ORM DRA/N /M,PRO VMEN TS '� " � � SR�y1P0�5 �� E�PI� S Transltlon Structure "A " \ D 14 °R���5 Pia �• �► \\ G G \ O 15 PEE I A Not to scale ap \ N Q 5 o y + DE TA/L C co \ 10 Transltlon Structure V IV 0 \ .F• P z ) Not to scale O O \ \ \ G \\ � , v c �• O \ v 6' \ 0 Sta ,3+20. 19 P► V - 20 17 Sto 0+60.00 SD Line 'A-1' O 1+56.24 0 \ 2 20 \ ¢ MANHOLE SHAFT 1 o w C r 20 18 \ 19 5 Begin 48'/ o \ 2+61. 7 BC E G = Sto 715+,31.98 Cucamonga Creek RCP \ A _ S 19 2154' 13 p o p► __ • _ �-� 0 2+78.94 EC G -- -- � ,, _ - - �s • ._,h a CCN"FF'i ; �, ,�,: ��'TL S- G O -- 3+00 N 22'5230 E _ ______ ___ - -- � -1, \ \\ ��_ 6 OR 98-16, NORTH OF S10 3*2253 DESCRIPTION OF REVISION DATE CITY APPROVED \\\ � CURVE TABLE F N a - - B ,�+225.3 1 �� / ,o \ 1+95. \ CITY OF RANCHO CUCAMONGA ti 20 \ G \ \\ 20 O / s cn 14 15 Begin 66'0 RCP II F' \ o \\ \ 13 6 2+99.36 \ - Sto 0+00.00 SD Line 'A-I' 5 \ \ \\ \ ,, STORM DRAIN IMPROVEMENT PLANS A 2X12117' 45.00' 18.22' 9.24' J / \\ +o \ End 480 RCP \ co - Sto 715+.31.98 Cucamonga Creek o/ \ ' \ \ � `\ \\ B 22.14'45' 45.00' 17.47 8.85' r x 24' RCP \\ \\ N �\ B� �, E X o \\�, \ ';�'�,, �`� FOR TRACT No. 15727-1 �a° \ UN 60 Z C 58"55 27 22.501123. 141112.71 \� ,�\o z \\ �9 EG A SEPARATE PERM/TS ARE REQU/RED FOR ANY CONS7RUC77oN z` w \\ STORM DRAIN LINE "A-1" SPR/VQ TES 1 Ex 54' JOIN \\ \ \ o \N \ 15./ H NO TF WITHIN CITY OF ONTARIO OR SBCFCD R/w \\ \\ G J°'" Ex 54" '"LET ` \ N \ 2+ E D \\ `i STA 1+27.24 TO STA 4+00.00 $,0 SEE DETA/L A, SHEET 13A \\ \(� w �� \ 6 QRQF ESS/O G �` Z T �� \\ \\ ��� N\ BY- C__1DAT Underground Service Alert \\ \\� Z o N �_ ����,�SW�LBUR APPROVED Y E ___� i �, CITY OF ONTARIO L CITY ENGINEER_ L L� ��� L� L (� R.C.E. 24953 ¢ \ DESIGN PREPARED IN THE OFFICE OF RECOMMENDED vO�FORE YO m \\ \ \nom �• �� G \\\� �\ � C7 \\ " No. 4485 z •'� LAO. LOCKMAN & ASSOCIATES �. a Call; TOLL FREE Z U G� N Ex 3/31/00 \\ CONSULTING ENGMEERB AND PLANNERS Z ^Z^� �\ P \ p � ,.� D " qD \ Li * \ 10281-A TRADEMARK ST. RANCHO CUCAMONGA. CA. 7 \ \ WN. 1-80A - 1 \ D SHEET OF 0TEL 909 944-6988 FAX 909 948-8508 LINE ;_� \ s� C,Ty op > �► o /v \ -� L.A.O. 213 13 422-4133 \ o Z \� tF \Eos ' - REMOVAL DE �\ \ RANCHO \, \ A OF C A� _ 8 2 L�9g \ CUCAMOIVGiA BY: 12 ACCEPTED BY - DATE CHK. DWG. No. o Ex STORM DRAIN - 4th STREET \ 2485 TWO WORKING DAYS BEFORE YOU DIG ' /rss CITY ENGINEER `\ CAL. W L C LOCKMAN R.C.E. 5-34 arf DATE -AUG 1998 FILE No. 95-3438 1VL8-D PROJECT SHEET No. 0?8 OF �_ 31 F+3� AFT ; -QFAE SCALA Fr r� Std MAN sN PROPOSED FINISHED SUf�F 'E MA LINE A HORIZ 40' ABOVE t�` STORM DRA/N VERT. 1"= 4' ?p t y - r jr 1 T i 3 HGL _ o { /00 I p ? I I TDA?. 7 In �� . I - aDO RAC 2 �0�44 •,tib --_ 010- _ _ _- .. - } __.._._..__ 1010 1 s — � �.Vis-InvC)O/O i 1 �'a-0046 24 'CP LAT£ . . . RAL -_,�• I i N: \ O , p h C� � i - •I- IIZI S� V• p o p K V cl - - - -- _ h p �t N low t - ` -23f:2 refs- l� 10.68 fps - _ � O�oo P Q1oo 209 fs 1/-5.60 7`Rs 66 3 66 66 52.66 LF 79.61 _ _ _ _ LF _' RCP 22 .9D LF RCP 460.04 LF $s�' RCP 60' f,iCP 1000-Q - 140 -D - _ 400- # 1000-D 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 A P R I VAT E STORM DRAINS 12 DINE A - 1 12 12 ss�o firu7 RE TRACT mm--jI NO 7F.- 3 WEE T 19A /N PL . `o >o `s�o > '`o `sem ., MA TCN LAW > k > G '�� SCALE 1 D TEMPORARY INLET TO BE CONSTRUCTED xo �� x �� o `�' SEE SHEET 4 o//3 y V WITH TRACT 15727-1 STORM DRA/N `�2�o�� 00 0�o�sa`ra 20'12 h '!i 1 = 40' W Q IMPROVEMENT PLANS. SEE DES/GN I I k 2�, o s Q,' SHOWN ON EROS/ON CONTROL PLANS `�' y a `/• ��G � o I I A �• p c, ``II 11+95.01 V• = j Z OI I G�,�co :y p�,��o _� `> I ` O Z ! ¢ MANHOLE SHAFT 1 O 0' 40' i- p Q N o l l ���n SGA qIK r h � 1+59.37 EC _ _ NA TCN LAW >� `�a 11+92.26 EC LINE A-3 SEE SHEET 7 o/ / 1*12 25 BC J 4 END CONSTRUC170N �, B _ TRACT No. 15727-1 ^ 12 S,f ¢XS — LINE 'A-3' I - - 11,2 1.57 BC U — - - `Sfpo N 60'07'1-5'-E I C t I 6 ��,�cTjO N 89'52'45' W ^ ----- - --- - -- ----- 2 �p Q v Q _ 6 6 N89'S2'45'W aTTIT10 A C �!7 T 6 6>. - ---- --------- --- ccF S'llL, o��� 6 �_- hgF t Sto 7+30.31 1 1 V -� .! I � v N 75.0T"15 E ¢' MANHOLE SHAFT ^ m ►.� �` Q � Q � m I I W b D •� ��.^ Opvll l', I p Q IIN Z; t4 V II QV G L E N A / A E C T. sto 7+20.01 SO Line 'A-1" A' , a Z ° ° o o = Sto 1+00.00 SD Line A-1 o I h Sto 1+36.63 G/enaire Court 8 e Z 11 'x 0 CATCH BAS/N - LD CASE B W=4'- V=4.5 H=4' m, O oho Q om � m (FUTURE TRACT 15727-3) p O Z © CONVERT TO PRIVATE STORM DRAINS PER OR 98"L6 �. t Re wised Profi/e Sfo 4r 0010 5/o 4.79.6/ -NOTE.- SEE EROSION CONTROL PLAN FOR p O TEMPORARY DRAINAGE STRUCTURES. � Changeo 63-/;7 RCP !0 66-h?ch RCP 8 Revised HGL CONST77UCT70N 17FIMS 8 8 8 DESCRIPTION OF REVISION DATE ITY - APPROVED 66 3 8 O1 CONSTRUCT�INCH RCP, D-LOAD AND LENGTH AS INDICATED ON PLANS CITY OF RANCHO CUCAMONGA CURVE TABLE O2 CONSTRUCT 60-INCH RCP, D-LOAD AND LENGTH AS INDICATED ON PLANS 4 CONSTRUCT 36-INCH RCP, D-LOAD AND LENGTH AS INDICATED ON PLANS O � R L T � STORM DRAIN IMPROVEMENT PLAN O6 CONSTRUCT 24-INCH RCP, D-LOAD AND LENGTH AS INDICATED ON PL4NS b A 6774145' 22.50' 26.411 14.96 O8 CONSTRUCT CURB OPENING CATCH B45/A( PER STANDARD PLAN 300, OF THE CITY OF F O R TRACT N o. 15 7 2 7-1 G P R I VA B 90.00'00' 45.00' 70.69' 45.00' RANCHO CUCAMONGA STANDARDS PLANS, W AS INDICATED ON PLANS. CONSTRUCT LOCAL �- 6 STORM DRAIN LINE "A" DEPRESSION PER STANDARD PLAN 307, OF THE CITY OF RANCHO CUCAMONGA STANDARD PLANS. F E S S! C 60.00100' 45.00' 47. 12' 25.98' 10 CONSTRUCT MANHOLE No. 2 PER STANDARD PLAN 319, OF THE CITY OF RANCHO fit' 1LBU �N�` 3 E88 D J745115' 22.50' 14.83' 7.69' O CUCAMONGA STANDARD PLANS. t`S W �? Fti ?R°� 1 STA 4+00.00 T O STA 12+50.00 1 1 CONSTRUCT MANHOLE No. 4 PER STANDARD PLAN 321, OF THE CITY OF RANCHO P �4Q �l.Q W B �'F APPROVED B Y: , D A T E, Underground Service Alert CUCAMONGA STANDARD PLANS. r^ 1 OD 9 FORE y Line 'A-3': A = 30; B = 24'• C = 300' -m - , Q CITY ENGINEER I� ��C�G� �.�1, � R.C.E. 24953 0 o OG fXp+ Ole Dom. 31/ � DESIGN PREPARED IN THE OFFICE OF r 12 CONSTRUCT JUNCTION STRUCTURE No. 2 PER STANDARD PLAN 331 OF THE C/TY OF # RECOMMENDED o C811: TOLL FREE O CUCAMONGA STANDARD PLANS. * , A * LOCKMAN & ASSOCIATES _ _ _ _ s � L.A.O. Q P CONSULTING ENGINEERS AND PLANNERS Line C I': A - 90; B - 24" C - 3.00 l C' �. \ � / 1-g 0 0 Line 'C-18'.• A = 90;• B = 24" C = J.OO 9T 'V' ��, � 9T CIV 1,' �� 10281-A TRADEMARK ST. RANCHO CUCAMONGA, CA. Line 'C-19': A = 45;• B = 24 ,• C = 3.00' F OF C A011 Op CA%-� DWN' TEL (909) 9"-6988 FA.X 909} 9 -8508 SH T OF Line 'C-21': A = 90; B = 24', C = J. L.A.O. 3 13 422-41 _ . 33 W• • CHK. BY: � � DWG. No. TW WORKING AY BEFORE l/ ROBERT W. BRONKALL R.C.E. 55361 O O G D S BE O E YOU DIG R.W.B. 95-3438 - DATE MAY 1997 FILE No. PROJECT SHEET No. 3 OF P1fam& SCALE � F HOR/Z. 1 = 40 ; - . _ . _ - - - _ - PERT. Vw= 8 LINE T A1 z LINE A 2 AD f- (� STOR ! DRQ N CE W m 1 ROP<J ED f711/IS X OV - 5 1 g X30 -- 1025- •�� I y — -- , -- -_ _ _ v _ x725- - . �- loo 3 _ • I I � � Ing i 9 tERpt �c��s0105 P Y % P f k i 1 01 0. 6. f !! RCP f LATERA�Y �f i 098 v 0 10 10 13. Inv EI �P t 2_24' RCP _ : AL j � I TER S 2A' Q.0044 �I S I taro) } : W o N •. O O _ _. o �i W , c W � � v N (dl �r 5 + _ o _ W W w .y 4 a Q �om =193.3 cfs II `�' = 11 =16.4 cfs ao i 84.5 cfs Qian 177 3 cfs �ee_ V=9.84 fps <8 V=9 03 fps r V=8 58 s V=$ 78 fps I . 1 . I 706 96 IF:- '60` RCP 404:04 Lf= 60' RCP X22 OS LF - 42 RCP _ 1000-D i I _ 1000--D 10DO�D 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 / PRIVATE STORM DRAINS P Z O ' CONSTRUCTION /TENS "' O2 CONSTRUCT 60-INCH RCP, D-LOAD AND LENGTH AS INDICATED ON PLANS 8 % O5 CONSTRUCT 42-INCH RCP, D-LOAD AND LENGTH AS INDICATED ON PLANS p •� r 6O CONSTRUCT 24-INCH RCP, D-LOAD AND LENGTH AS INDICATED ON PLANS 0 �} 1N � - LINE �► - 1 cc:>CONSTRUCT CURB OPEN/NG CATCH BAS/N PER STANDARD PLAN 300, OF THE C/TY OF RANCHO O Q p o �p CUCAMONLs1 STANDARD PLANS, W AS INDICATED ON PLANS CONSTRUCT LOCAL �'Z O O v Na, DEPRESSION PER STANDARD PLAN 307, OF THE CITY OF RANCHO CUCAMONGA STANDARD PLANS O O 8 N N -:S:- IS o 10 CONSTRUCT MANHOLE No. 2 PER STANDARD PLAN 319, OF THE CITY OF RANCHO p CUCAMONGA STANDARD PLANS 1 1 CONSTRUCT MANHOLE No. 4 PER STANDARD PLAN 321, OF THE CITY OF RANCHO s A/ ^ � • e 12 -� CUCAMONGA STANDARD PLANS /A p O .ti Q U W �\ �_ 6 / 5 Line A-3': A = 45; B = 36'; C = 4.0d ORO �I' O12 CONSTRUCT JUNCTION STRUCTURE No. 3 PER STANDARD PLAN 331, OF THE CITY OF RANCHO E D VQ 3 C 0 Z V c_ c S Q RQ F E S S/p Aj CUCAMONGA STANDARD PLANS R k� Ni Line 'C-5'.• A = 60; S = 24'; C 3.Od ' ,,� p � 1 -► �� 0 �Z � Q Line 'C-6': A = 45` B = 24'; C = 2.00' V q y S Line 'C-l .- A = 60,- B = 24'; C = J.00, • �, 0 ^ O o / \\ Line 'C-16': A _ 90; B _ 24'; C - J. • '� N p N O Z O• N�o�o W U Z Line 'C-17': A - 90; B - 24'; C - 3.Od cp O += m — qN Ac tx too o 0 ° ± D �N 1800moo `flgr CAVIL — mow / / L /' � o s � � rd 2 CONVERT TO PRIVATE STORM DRAINS PER DR 98-16 _ q f'07- B aL _ --- __ -- ------_- — -- _ 0 o E -------- + ----� 11 -" E 5 �� � 3 Revised HG�L -�_-- - N 8521 21' W 36 26 �, \2 a — 6 16+00 / N DESCRIPTION OF REVISION DATE C TY APPROVED 120 z +---- --- --- i 8 Sto 8+62.59 Golden Oak Rood I 6 l CATCH QASIN - LD CASE B CITY OF RANCHO CUCAMONGA 1 o W=1 d; V=4.5,. H 4 �Q 1 X31 N51-5''4B- E STREET IMPROVEMENT PLANSF 6 � C Q � Sto 6+.31.38 Go/den Oak Rood) 8 FOR TRACT No. 15727-1 (PRIVATE) CURVF TABLE •C + !V X t CATCH BASIN - LD CASE A J W=14'; V=4.5". H=4' I C 0 D R E T " �.� Sto 14+59. 12 LIME 'A-1- ' I HADOW GROVE DR. AND GOLDEN OAK RD O =Sta 1+00.00 SD Line ;c-.3; '° 1+99. 16 PRC Be/CU, STA 12+50.00 TO STA 21+00.00 A 90'00100' 45.00' 70.69' 45.00' `� =Sta 1+00.00 SD Line C-4 L/NE C-5 c W• Bq GATE /tel cV o MANHOLE SHAFT 2+ 16. 16 EC �Q ��' °'�� '�� APPROVED BY: B 47,36'3.x' 587.00' 487.78' 258.96' '� ° Sto END L/NE C-5 _� Underground Service Alert - °o �� Fog N O 2f 1T f Q r CITY ENGINEER -�- L�- �, / Y C 12'25'37' 312 00' 67.67' 33.97' p°p> g cq 8B �Shoo'ow f 6 C(CLL J t �' �� R.C.E. 24953_ �0 0 °� D 43'18'11" 2250' 17.01' H. X y,T,// BqS/,�, _ /bV env f p Sto 2�+28.73SIArboD/cAsDAVe 8 2 DESIGN RECOMMENDED eTCH Q EXP.t2 00 PREPARED IN THE OFFICE OF 0 0811: TOLL FREE p ¢ v-4 y.ZD SASE B e W=16;- V=4.5'; H=4' * �� A * LOCKMAN & ASSOCIATES U n O y=4+ 8 �\` LAO. 10281-A CONSULTING SULTI GEN SWRANC AND PAMON FIRCA. A � h F OWN. SH ET OF 1-800 J� I � \1 OP CAL\� L.A.O. TEL (909) 944-6988 FAX (909) 48-8508 4 13 422-4133 12 R B���L EJJJBY. �A, - D CHK. R;4 " " ' DWG. No. R ROBERT W. BRONKALL R.C.E. 55361 Q TWO WORKING DAYS BEFORE YOU DIG R.W.B. DATE MAY 1997 FILE No. 95-3438 1(Q p28D PROJECT SHEET No. `1 OF 7 HOR/Z 1"- 40, i VERT. 1"= 4' h I 145 I a : : Q PROP SEI FINISHE© StlRFA£ - i ABOVE ¢` STORM DRAIN SIM 2. _ s - - - W o 68 �P• a 3 - - - - - i h� O -. _ioo Q r„' r !O. { VN J 68 "� �' °; _._..._. - - 3E� No 161 Q ; r� An 40 0 $ - I I � �..0268 i � �o�� � o � � t � ��, I . - • 2. 2 ERPF 1 P �fE 3 I U °ZP � -• by � �T - - -= ���, R� S � 0.0105 ,� ��ERAL � 4• R _, � � � I 1 S_0.O105 ' v v , id -1020 C � � � � tp ' NO Np p y42 Q �U _ . _ - V) 441 goi No NO "+i � �u � Wo < �awoo �o �a oW � Z. � Q =72.9 cfs g oh Q�ooZ3 C oqj o� - - - - - _ _ . d O , gooP d Sao- P P C 01yo=84.5 cfs V= .78 fps C roo=70.b cfs V 7.58 fps cfs K=5'70 f s O 2. chs 1 f s V 1 .5� f s V=8.27 fps i 69.52 CF 226.05 JLF - 42' RCP 42' RCP 247.01 LF 36" R _ 197.2 3 LF 24' R _ 131.70 L - 24' P I i T 000-D I 1000 _D_ - YL_ 1000-D _. - _ ' 1000 w _ I look 21+00 22+00 23+00 214+00 25+00 2 +00 27+00 28+00 29+00 30+00 8 CONS MIX 77ON 17FM_S_ Q 8 12 12 0 O4 CONSTRUCT 36-INCH RCP, D-LOAD AND LENGTH AS INDICATED ON PLANS � 8 � ` h �T Q O5 CONSTRUCT 42-INCH RCP, D-LOAD AND LENGTH AS INDICATED ON PLANS II Ck Q (� $ Q p O6 CONSTRUCT 24-INCH RCP, D-LOAD AND LENGTH AS INDICATED ON PLANS y 4o Q � . - �. r rt� V 'q) VCO O7 CONSTRUCT 18-INCH RCP, D-LOAD = 1000-0 AND LENGTH AS INDICATED ON PLANS O m V J Q m /� g O h •C Q v p I O8 CONSTRUCT CURB OPENING CATCH BASIN PER STANDARD PLAN 300, OF THE CITY OF C7 Z II RANCHO CUCAMONGA STANDARDS PLANS; W AS INDICATED ON PLANS. CONSTRUCT LOCAL i 1141 I f DEPRESSION PER STANDARD PLAN 307, OF THE CITY OF RANCHO CUCAMONGA STANDARD I I y I 9 I pp � O � O O � PLANS.I � � z� I IizO o h O II +, O I h �p p 10 �+ O9 CONSTRUCT MANHOLE No. 1 PER STANDARD PLAN 318, OF THE CITY OF RANCHO rCN 9 v f 13' t�j �} p 0 v CUCAMONGA STANDARD PLANS. %9t SNEE (/CTION``� o co Q' + o °j NO CON557Z7_�'` =n ,� J m os + N N 1 1 CONSTRUCT MANHOLE No. 4 PER STANDARD PLAN 321, OF THE CITY OF RANCHO V?ACT JVO• ,- I N = NO O CUCAMONGALine -9TAND�RO PLA30'n'S B = 24', C = J.00, CONSTRUCT JUNCTION STRUCTURE No. 2 PER STANDARD PLAN 331, OF THE CITY OF �•00 C ry �, I CUCAMONGA STANDARDS PLANS. \\ U1 2+ fNE 18� Line 'C-8': A = 45; B = 24'; C = 3.00' L r+ Line 'C-10': A = 45; B = 24'; C = J. r" Line 'C-11': A = 45;- B = 24'; C = 300' o' 0 1 1 12 -- - - - _ Line 'C-13': A = 45;• B = 24'; C = 2.00' r W N --- - - - - ---- - - _ _ _ - - - -- �_--- ___ __ _-_ Line 'C 14': A 60; B 24 , C 2.00 ni _�-- W " --- - - �� --- --- 6 ,�� 7 B Line 'C-15': A = 45;- B = 24'; C = 2.00' o =t�. 4 �y 4a h O WK �� SS 13 CONSTRUCT CONCRETE COLLAR PER STANDARD PLAN 329, OF THE CITY OF RANCHO 00L.,05N t3� ��� 6 NO 27f 00 _ N 0025 21 W -- �k CUCAMONGA STANDARD PLANS. o_ h 7 / -- C) 5 - v �,�9 46\ 7 o +76.03 Go/den Oak Rood 24+00 a 3 D St 0 28+70.75 c<i; ¢ CATCH BASIN - LD CASE B 8 N �� ��N89.34'39'E g O MANHOL E SHAFT 1+24.44 SCE W=21',- V=7.0',- H=4' o- LINE C- 14 30+01.58 EC o `1 r',k , ` 1+48.00 EC 29(83.91 BC / 6 p Q I / - Q LINE- C- 14 I N89'34'39'E 1 f95. 18 n rt o �; �C_o�� N V m N �, 1+68.89 BC END LINE 'C- 14' s A 2X00 �E C zo�, + �� Zoo soo 13 �, L/NE 'C- 14' E Sto 2106.OLI z T00 CH �MNodow�Broo BOrive 8 a; cn N ? cvo ��G `a� O W v W=21'; V=70'; H=4' `3 _ - �, O 1+92.45 EC S N D w � o o _v_, G y O �, + Z V 3 b 1 X 5 cn+ �. z �� z o �<" p p ; y �'z O LINE 'C- 14' ��E q 119 z R,o + a cn , 'o ,� a h p � )� 2� Revised Elevations from Sfa 25,70 Northerly; See Sheet 5A G �noo 11 o � � Op � � O � �o •� 5' I= 12 0 + m I h ^ DESCRIPTION OF REVISION DATE TY di co z Oo N Z p N o �o APPROVED �� % i► o �� N �-4, jjr SH4D0WAlI9V0KL)9W CITY OF RANCHO CUCAMONGA 12 STORM DRAIN IMPROVEMENT PLANS CIM TABLE _ s o �, .� FOR TRACT No. 15727-1 o C0(#?r O D R L T 8 STORM DRAIN LINE "A" A 470410..3' 488,00' 400.88' 212.53' AE4RMSIME=#U- �ssl°+� STA 21+00.00 TO STA 30+01.58 �� � 12 m � B 45:00%00 22.50% 17.67% 9.32% APPROVED BY: DATE Underground Service Alert �� C 6329 00 22.50 24.93 1392 9� ? ' �,.. Q NO r M CITY ENGINEER C C ���CC� R.C.E. 24953_-_ EF o R E y � 8 D 45'00'00' 22.50' 17.67' 9.32' M 9: EV.12/311 za DESIGN PREPARED IN THE OFFICE OF RECOMMENDED o Cell; TOLL FREE E 30'00'00' 45.00' 23.56' 12.06' * 01 * LOCKMAN & ASSOCIATES �y� �'� L.A.O. " J \P CONSULTING ENGINEERS AND PLANNERS L , CIV% ,Q� 10281-A TRADEMARK 5T. RANCHO CUCAMONGA, CA. 1-800 ��F OWN' TEL (909) 944-6988 FAX (909) 948-8508 S ET OF L.A.O. 5 13 422-4133qjp_ - G J 'NE A2 CHK. aY: DWG. No. TWO WORKING DAYS BEFORE YOU DIG R.W.B. 1 DATE MAY 1997 FILE No. 95-3438 /�p -� 8- PROJECT SHEET No. OF 7/ P1R SCALE HOR/Z. 1"= 40' I VERT. 1A'= 4L I N : , . _ Lw : I � Q N z P OIDOSED, ABOVE ¢`/STORM DRAGE Q N �I b L14 i to - PROPOSED FIN/SHED SURFACE F„ Q ABOVE �` STORM,DRAIN O,�. _, I y __ HGL/oS y /oo - 4 o - Er �0 S D,DtD5 W o o � . N O RSP S = O.O 1 1 ►/TE i I 2� pd 1 1 0�� I 11•�TER E��' �G QtD5 W { o N No �t cP D• I 2� s�� `� �o � � : . : � �'.c '� � �` NON j � �w • f 102© I _. ,.. _ .. �_. -+ ^ . 020 -g - h r\ _ � O h - of ^ t j N `` •� +� � ' N ti� to ►.Q ,ry oQj g to h 4, "� Q =72.9 cfs g� ah : lob Quo 2.3 cfs 110 uo - - - _ _ 100 - o 0 0 Q =84.5 of V= .78 f s -79.6 cfs h W a o G? 4d cfs V=5 6g f s C.� - 2: cls _ 5�` s V 1 .267 fps _ P roo- V=7.58 fps wo- P O goo- P P b O - 5 •° -8.27 fps 69. 2 LF I U) 226.05 ALF - 42' RCP 42' RCP 247,01 ZF - 36' ROP_ _ _ __ _ _:- 197 06 LF 36' R 129 08 LF -- 4' RCP - _ - _ _ C X000-D j 1000-Di _ _.,._.._.- _ _ _ _ + � __._ _ _ - _ - _ _ _ _ _ _ _ _ _ _ �._..-._ ._ - 1000 D � � 1000-D � � 1000-D 21+00 22+00 23+00 24+00 25+00 28+00 27+00 28+00 29+00 30+00 P R I vAT E STORM DRAINs A6 8 CONSTRUCTION /TFMS 8 - CZ 8 12 O4 CONSTRUCT 36-INCH RCP, D-LOAD AND LENGTH AS INDICATED ON PLANS II ��.i LIlt�lfl� O I Jc 4,. O5 CONSTRUCT 42-INCH RCP, D-LOAD AND LENGTH AS INDICATED ON PLANS 4 I � ".K 0 D 6 0 Q ( U Z 6 CONSTRUCT 24-INCH RCP, D-LOAD AND LENGTH AS INDICATCD ON PLANS V C O C O O m + O C b v ,C CONSTRUCT 18-/NCH RCP, D-LOAD = 1000-D AND LENGTH AS /ND/GATED ON PLANS Q \ �.IL.f A% LQ Q J v_� Q C� Z O8 CONSTRUCT CURB OPEN/NG CATCH BASIN PER STANDARD PLAN 300, OF THE CITY OF A-3 U3 �,� RANCHO CUCAMONGA STANDARDS PLANS; WAS INDICATED ON PLANS. CONSTRUCT LOCAL I I 1 1 O O �� O O DEPRESSION PER STANDARD PLAN 307, OF THE CITY OF RANCHO CICAMONGA STANDARD Z O I h Z PLANS. I O I I /ate o_ MA rCH 9 u/ 19 I Q O I N Z v o 3 10 CONSTRUCT MANHOLE No. 2 PER STANDARD PLAN 319, OF THE CITY OF RANCHO SEE SHE E UCnON °j o �' , S j cp cpm �j, p N w CUCAMONGA STANDARD PLANS. NO CON 15727 O '4• o O 11 CONSTRUCT MANHOLE No. 4 PER STANDARD PLAN 321, OF THE CITY OF RANCHO QCT NO' CUCAMONGA STANDARD PLANS .1 6 n/ y O V h Line 'C-9'. A = 30; B = 24', C = 3.00' 2� 000 V O N II 12 CONSTRUCT JUNCTION STRUCTURE No. 2 PER STANDARD PLAN 331, OF THE C/TY OF ' �„ 11 � � \\ � LINE 'A 4 18' 1 I CUCAMONGA STANDARDS PLANS. N Line 'C-8'.• A = 45; B = 24'; C = 3.00' �o p 12 Line 'C-10': A = 45; B = 24',- C = 3.00' -- Line 'C-11': A = 45; B = 24',• C = 3.00' -- - - - - --- - - _ -� �, - Line 'C-13': A = 45: B = 18' C = Z 00 O v ; \ ��— Wl ---GOLL --- `h w v --- --- 4 k, 7 B Line 'C-14': A = 60; B = 18' C = 200' _ ' _ 4 v h Oj�f/� ROA `)� SS Line 'C-15': A = 45; B = 18',- C = 2.00' oy o w - / 4 ,,'� 6 SS h S bh o o ,�`� 27fob' 7 25 21 W 8to Z9foo ----- --- ------------------------- - - - --- $ 5 ��39 �, 7 ;� a +76.0,3 (Golden Oak Rood �� 5 f, ,� c� � / p0 3 D Sta 28+70.75 CATCH BASIN - LD CASE B o 2� \ N ��N89'34'39'E 1 O MANHOLE SHAFT 1+24.44 BC W=21'; V=7.5'; H=4' LINE 'C- 14' E 30+01.58 EC j 1+48.00 EC 29+83.91 BC 11 •+ a, �r O ` _ \ V I N69'34'39'E 6 0 0 Q I - Q L INE C-14 � rt tort �. o�' �. � V v � n .-. c .o �� N 1+68.89 BC A 0o C z tv o N + m z��o c m I W N •c LINE 'C- 14' E END LINE 'C- 14' 3X E �D o �a : � v J �, 3 Sta 2+06.00 Shadowbrook Dave 8 _ 6 5,1 1 N } `}O } u W `• v ^ N , O CATCH BAS/N - LD CASE B 1 0 BG to n C p �` o= V < '7 ^ V V1 W=10- V=4.5'; H=4' C0NVE ' 0 .* p CT Z . iv_` tp G V1 pj V) r i; E v+�o o r � ` W �� h o0 1+9245 EC STORM DRAINS PER DR 98-16 li 5 O � 1 � � �� zO p�c� OO ^ _ � vII co Z ! 1 5 N} z to o O , Z O LINE C- 14 z mo } a a cp ,� a h p !, Revised HGL B CG1& BGS%/1 Depths a � � coo � o + � � Z,-? 1 r- S + o + a to v�o o � -. r a 12 0 g I h ^ ITY j' o + �� z� O �, Z N o DESCRIPTION OF REVISION DATE H a C, II r„ APPROVED ��x ��� D c�i� , �• o CITY OF RANCHO CUCAMONGA �'�, Q a II T N) Q 12 �� 12 8 of o STORM DRAIN IMPROVEMENT PLAN CURVE TABLE U) 8 FOR TRACT No. 15727-1 (PRIVATE) BtfrroAfftm 0 o R L T �-if ESSIOA STORM DRAIN LINE "A" �s A 41-04'03' 488.00' 400.88' 21253' ���` w��� '��� QP�Ess� STA 21+00.00 TO STA 30+01.58 B 45'00'00' 22.50' 17.67' 9.32' 't .� C 63'29'00' 22.50' 24.93' 13.92' _ � � APPROVED BY: , DATE Underground Service Alert N z co - z CITY ENGINEER /ice :-�C .�C�t{' f�� R.C.E. 24953 t c� NO. m 0�F o R E yo {,, a D 45 00 00 22-501117,67119.32 m fxpl�s(�oo ac EXP 31/ DESIGN PREPARED IR THE OFFICE of RECOMMENDED o Call: TOLL FREE E 30-00100- 45.00 2356 12.06 �► * * LOCKMAN & ASSOCIATES L.A.O. t / `' Q, ), �? CONSULTING ENGINEERS AND PLANNERS 3t/ - �l`7 C l v I` `�� 'f C1 V It- # 10281-A TRADEMARK ST. RANCHO CUCAMONGA, CA. 1-800 TF Of t t�ECAL- DWN. TEL (909) 944-6988 FAX (909) 948-8508 SHEE OF V a L.A.O. 5A 13 422-4133 �. CHK. BY: "� w• �� — LINE A DWG. No. ROBERT W. BRONKALL R.C.E. 55361 TWO WORKING DAYS BEFORE YOU DIG R.W.B. DATE MAY 1997 FILE No. 95-3438 1628D PROJECT SHEET No. 6 OF �� �iFi[E SCALA PRRO►&E SCALE $4 PROPO D FIN/SHED SURFACE _ ` - _ - - - _ .. _ _. �.__e ! P1RO1Fi[E $IC LE HOR/Z. 1 20' �Q ABO E (�l STORM DRAIN HOR/Z. 1 40' _ . _ - - _ _ . _ . .. _ _. : . _ . _ Z 1' 20' ;17 HOR/ ` , VERT. 1'= 2 i VFRT. 1'= 4' ! LINE B - 1 O >< o Q Pf�OPaS f7M SYIf'FAC F - - - - - - -- - - _ . _ -. _ ._ ._ -- - - -- - TR R � � ABOV oMdArN PROPOSED GROUND /L ' g t5 _ __ _ ____ __� 102E - 102'© - 10ts- 10 - - I ti J ,,--HGL,� t h , I QQ 7 61 e : : 1 4 - - - - I s = ' O. - 7+ 1 , O Lrod 24' 1012. TE HG LA ERAL 1 0 20 _� - - - HG - - 1 i . v ` 16 1 _ I 1 --- - - - -- - _ I t - - 0.0050 _ , -0.0050 S-- W •� O.0 O IC, C � � W - _ c P l V � � � o ao � W W I • � h �c• 3 W + ^ �CID ° o ow I o � IN of iV w w o � . p ° hIW� 40 • o w �>� W h W I o o i 100f -^ �s -10 to 21.82 L - 24 RCPCIO I O rtn =6.4 cfs t f M - CP V= 6.70 fps 36. LF �4 R _ roR TO VERlfY PRIOR rQ _ DDD-D - / /N ONSTRUCT/ON cf 20 0 II g s V- 6.56 fps V=10. 14 p new G C 00 0 foe - 9.8 fs V=6 J7 fps _ - - - - - - - Q,� =42 9 cfs =39.8 cfs V=1 .26 s _ 1000-D i I t V=7.88 fps22.14 LF ` LINC 3 _ _ _ : - 24' RCP 88.27 F - 6 RCP F - LINE ' C . 34 m - 1 3 320.20 L 36 RCP 1 4. 10 L RCP -- 1000-D I 1000-D -- - _ L 1+00 2+00 +00 4+00 5+0 6+00 7+00 8# COVSMUC770ff IMAM O4 CONSTRUCT 36-/NCH RCP, D-LOAD AND LENGTH AS INDICATED ON PLANS CEDAR Q E/V PL...4 C O CONSTRUCT 24-INCH RCP, D-LOAD AND LENGTH AS IND/CATED ON PLANS MVI /Y/�YL.7 LJG/�r lL. f O8 CONSTRUCT CURB OPEN/NG CATCH BASIN PER STANDARD PLAN 300, OF THE CITY OF RANCHO CUCAMONGA STANDARD PLANS; W AS INDICATED ON PLANS CONSTRUCT LOCAL I I 1 DEPRESS/ON PER STANDARD PLAN 307, OF THE CITY OF RANCHO CUCAMONGA STANDARD PLANS O9 6i6r 3-4 35 CONSTRUCT MANHOLE No. 1 PER STANDARD PLAN 318, OF THE CITY OF RANCHO ' 8' 18' J J 3 3 8 Sto 1+63.50 (Cedar G/en Place) I N 4.x'15'59' E CUCAMONGA STANDARD PLANS SCALE U It CATCH BASIN - LD CASE A 1 = 40� I W=15; V=4.5, H=4 i St 1+54.06 Ced /en P/oce 10 CONSTRUCT MANHOLE No. 2 PER STANDARD PLAN 319, OF THE CITY OF RANCHO 6 8 CUCAMONGA STANDARD PLANS ¢' CATCH BAS/N - LD CASE A - W=101; V=4.51; H=4' 14 CONSTRUCT SUPPORTS FOR CONDUITS ACROSS TRENCHES PER STANDARD PLAN 224-0, / N 4¢' 01 W OF THE STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION. S AND B PER PLAN. ,qm M�13 40' / Sto 6+94.23 SD Line '8-1' n 15 CONSTRUCT BLANKET PROTECTION FOR PIPES PER STANDARD PLAN 225-0, OF THE 01 I - i = Sto 6+94.2.3 SD Line 'C-32' STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION. see Sy /3 = Sto 1+00.00 SD Line 'C-34' I �SFvi A/��� �j n� N 4.�'15'S9' E ¢ MANHOLE SHAf7 CONSTRUCT JUNCTION STRUCTURE No. 2 PER STANDARD PLAN 331, OF THE CITY OF RANCHO Y�..� L.J��!rG CUCAMONGA STANDARD PLANS - Line 'C-33': A = 90;• B = 24'; C = 2.00' - 20 .SAW CUT AND REMOVE EXISTING AC PAVEMENT, CURB AND GUTTER, AND SIDEWALK. N� --- --- --- B - REPLACE ALL REMOVALS /N KIND TO THE SATISFACTION OF THE CITY ENGINEER PER CITY OF RANCHO CUCAMONGA STANDARD PLANS 103, 104 AND 120. 22 REMOVE EXISTING 36' CMP PIPE £ 23 CONSTRUCT ABANDONMENT SEAL FOR MANHOLES AND INLETS PER STANDARD PLAN 381-0, uNoscaa/Nc as FVT OF THE STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION. SEE SHEET 13. I Q 15' PURI/C ORA/NAGE EASEMCN7 r 12 MASONRY 7R4CT I , BOUNQ4RY WAi L �� w V 15,�,� C:1 CIN PF TABLE lJ R L T ?X CNE Ccoyl ES. --- OPEN 3 f5 1 =J 1-4 13 i A 90'00'00' 45.00' 70.69' 45.00' - - - -> FINISH SURFACE-' `-F/N/SN SUR CF A I IAO ,RA.E RAO "� F OVERFLOW CHANNEL TO BE CONSTRUCTED ' s rP CK q1P ?Aa ,� � LINE � � 6 I W/TH PHASE 7 IMPROVEMENTS B 43'08 4 3 22.50 16 94 8.90 ancK RlP RAP I 76' RCP STORM 4 �/� U- MANHOLE Sto 5+15.47 ¢ SHAFT 1 O 0VERFL OW CHANNEL A Sto 1+90.60 ni � Sto 5+13. 14 EC � I M T.S. 6 1h1 ¢ MANHOLE SHAFT 10 A I Existing CBMWD 10' Water J 14 10' Sewer Tract 15727-1 _ V 0 1 90 ---- -- - - � _ - - W 8/ APPR VED 15 QApFE8DESCRIPTION OF REVISION DATE C�:Y 'o 2+ -- W- % �� 6 --- $ --- ,��'��P 9'�9 �, CITY OF RANCHO CUCAMONGA 0 0 0 p� p'� p' ° Q 0 0 0 vA0 � � 0 No, I m 4 20 N ( �� l l �o l �o l �qrl N 29' W 20 2 A N 89'52'45' W 4 20 844.29' W �� G7TY CF ANA45*17 * � 1�►� STORM DRAIN IMPROVEMENT PLANS TRENCH CONSTRUCTION PER CITY OF- �_�_`\\ 4 22 St0 233+97.28 (4th Street) CITY OF O rrAAVO ONTARIO STD. 6098. REMOVE AND '8rF \� RE EXISTING PAVEMENT Sto 1+17.58 B� y St 1+57.60 SD Line -1- o " op'�A;, � FOR TRACT N o. 15727-1 /nt Sto 242+41.57 Pv s ON NERS2 SIDE Of ClEEr 8.8 = Sto 1+00.00 SD Line 'C-33' 12 4 t h S' T R E E T Archibald Avenue STORM DRAIN LINE "13-l" N 00'07'15' £ o� JUNCTION STRUCTURE Fourth Street - - �� - - - - - - Z - - - - - - - _ ___ _ _ -.___ . _ __ PPIVATE STO M DRAIN NOT�� � . PRO�F1[E 8+C '(G B+ " :_ . _ _ MAINTAINE.D Y C1 Y11 I A� � - - _ - _ _ _ - ._ - . . . _ T_ - , - - - - - - --:- _ ,__ _ _ - •- - ,- - _ _ -_ _ _ . _,_ - - _ R�O1�E8+C LE �---+ SBL t PJ?OP05D FT/U/SHED 5'URFACE. : - : _ . HOR/Z. 1 = 20' _- • _ HOR/Z. 1 = 4d - - _ . _ _ . 1 _ .9140E STORM ORA/N _. _ _: -. - , -. _ _ __ _ _ _ . - _ _ - _ _ . . _ - - _ ., _ _ _ _ _. - _ - . _ HOR/Z• 1' 20' r • VERT. 1 = 2 - VERT. 1 = 41. _ . _ " - _ - -- -- "- - . - __ - -- -. _ . _ _ . _ _ - VERT 1 2' . . _ - _ _ h , I ,. _ - _ . _ . ,11V _ 1� . :. , ,. _ _ - - - _ , _ _ _ - - � _ , . � _ ; - � N . 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T I _ - . . .. .. -. _ ...-....-.. rw.. .............. ...... .. .. .-_.....-... ..--_ - -1- ..- --.... _ -. _.. ......-._.- _ .... - ..- ... - . .. _ .._. ..-._ ..-.. -.. .. ..- ... ... _ .. .. _- ... ,. - .. .. .. .... _.. - j. -. ..... .. -. _. - .. _ .-_. .. - .. I vl i l a. A y. , O:fI - . . . I . , . - - 3 - � . ! ) S 8� - � - - _ - - " _ _. _ -- - -- _ _ - - - - - - - - - - . - . . ; , rz _ % - - , . , . I - , _ _ oo _ - , I �/cc� o r - - - ET 141 i - - -. .._ ___ _ .-.__- . _ , : . a r , _ �: J ; , a T i - I . 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Q►�-6:4 cfs •F• '"S - - ,Z to , . , - + '1- 36.58 'F 24' R . !i �L . .., -.. .. - - ... _ _..- . _ _ _.. _ ._ _ _ _ ._ - .. .. - _ _ ti .. _ .- .. . . ...... ..._ ..- .. _ . .. - .. ._ .- ._ _ .. - __ ._ _ - ._ _. _ ._ _. - ._.._ .- _ ._ _ _ .- ._ - - _,_ _ - - 1. - _ - - - -" _ - _ - - . � V � � 1 . i I V 6.70 fps , 4 v v � i 1, _ T R ,T C, m , 20.0 cf9 ._ _ _. _ - , _ _- _ _ _ _ CIO - _ . : - . , . V`7. 35.f V-12$7 �` s i G u o �i � iii C� � �i P B / /NG coNs7R cn N _ V,6.37 f s . P - . _ _ . - - -- _ - - _ - - - _ r.. �4Z 9 cfs 70 - _ 4 ao 2tI fps . . : Aron -42.9 fs, : V�6. 19 f s : _. _ - . P 0,40-39•� cfs Dian 9.8 Cfs . 1000 !� - -- - . - . - - __- ., -. . I__ . . . - . _ _._" .. - _ - .. __ - _ - - _. . _. _ ;-- - - . . -. - _ . - - _ . . - f - V 97fs - - - - - • 4>� 4�?9 c s 2Q - - - . _ . _ 1i= 1 .95 f s 22. 14 LF - - - pLINE - _ _, 33 1 . : . - . _ _ _ _ . - _ . __ _ _ - - ' C , .. _ - . l.. 1 N . .37 20 LF 51:07 Lt` 24' RCP 244.8 LF _T CP : S 6 RCP 174. 10 L - 3t6' RCP . . : 6 ; R L 34 ' 6 - , _. _f - - - - - - _._ _ RI VAT { 36 �cP 36eP - - _ - . t �13L 1500-D 1000-D 1000-D JO00-D 1 DO-D __ 1+00 _ _ 2+00 3+00 4+00 5+00 6+00 7+00 8+00 COHSrRUC77ON �S ( CONSTRUCT 36-/NCH RCP, D-LOAD AND LENGTH AS /ND/C47ED ON PLANS O6 CONSTRUCT 24-INCH RCP, D-LOAD AND LENGTH AS /ND/GATED ON PLANS C A/q QsLEN PLACE O8 CONSTRUCT CURB OPEN/NG G4TCH BASIN PER STANDARD PLAN 300, OF THE CITY OF /�.� L.�W �M RANCHO CUCAMONGA STANDARD PLANS,, W AS /ND/CATED ON PLANS CONSTRUCT LOCAL DEPRESSION PER STANDARD PLAN 307, OF THE CITY OF RANCHO CUCAMONGA STANDARD PLANS O9 CONSTRUCT MANHOLE No. 1 PER STANDARD PLAN 318, OF THE C/TY OF RANCHO I as I 3 J � 1 CUCAMONGA STANDARD PLANS 2 8' 18' 2 9 .30 X31 32 3� n Sta 1+63 50 (Cedar Glen Place) i N 4-rf5''59' £ 3 10 CONSTRUCT MANHOLE No. 2 PER STANDARD PLAN 319, OF THE CITY OF RANCHO SCALE ¢ CATCH BASIN - . CASE A I Sta 1+54 06 Cedar Glen P/oce CU04MONG4 STANDARD PLANS 1 " = 4 0' I W=15'; V=4,5'; H=4 6 8 13 CONSTRUCT CONCRETE COLLAR PER STANDARD PLAN .J29, OF THE CITY OF RANCHO ¢• CATCH BA SIN - LD CASE A W=10'; V=4.5;• H=4' CUC4MONG4 STANDARD PLANS. N 4r44'0 f' W 14 CONSTRUCT SUPPORTS FOR CONDUITS ACROSS TRENCHES PER STANDARD PLAN 224-0, Sta 6+94.23 SD Line '8-1' OF THE STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION- S AND B PER PLAN. Or �r 4 I 1 O (SEE SHEET 13A FOR DETAIL) = Sta 6+94.23 SD Line 'C-32' ____ __ _ _ I 15 CONS7RUCT BLANKET PR07FC7701V FOR PIPES PER STANDARD PLAN 225-0, OF THE pp /�Q % N 4X I '59' £ I = Sta 1+0t MAN SD Line 'C-34' STANDARD PLANS FOR PUBLIC WORKS CONSTRUCT/ON- (SEE SHEET 134 FOR DETAIL) S!-17%N1.1�7 � L/aT)��I� ¢' MANHOLE SHAFT 12 CONSTRUCT ✓UNC7701V STRUCTURE No. 2 PER STANDARD PLAN 331, OF THE CITY OF RANCHO r' CUCAMONGA STANDARD PLANS B Line C-33'. A - 90 B - 24', C - 2.00' --- --- --- --- --- --- ---W --- --- --- -- -- --- -- - I--- — __ _ _ __ --- -- - - - - -- - 20 SAW CUT AND REMOVE EXIS771VG AC PAVEMENT, CURB AND GUTTER, AND SIDEWALK_ N. _ REPLACE ALL REMOVALS /N KIND TO THE SAT/SFACTION OF THE C/TY ENGINEER PER CITY OF RANCHO CUCAMONGA STANDARD PLANS 103, 104 AND 120. rt 22 REMOVE EX/5T7NG 36' CMP PIPE �111 UNOSCAPlNG FzINNF Nr 1 LA h 0 PRIVATE"MAGE EASEMEWT PER OR 9B-f6 6 i n 4m I 23 CONSTRUCT ABANDONMENT SEAL FOR MANHOLES AND INLETS PER STANDARD PLAN 381-0, 1 } � ' OF THE STANDARD PLANS FOR PUBLIC WORKS CONSTRUCT/ON. (SEE SHEET 13A FOR DETA/L) 3" it_ M4SavRY TRACT PUBLIC PR/V11 TE �W w 10 SOUNp4RY wAII V _----_-__ 15,�,� N CURMF TABLE _1� DNE GOUR ES_ _ _ -J ��` ``c� O A R L T PR/VATE_ STOPM DRA/N /MPROVMENTS - - OPEN __ _ 20 1 .9 1 -J 17 1 6• 15 1.4 13 ig n J' A 90'00100' 45.00' 70.69' 45.00' - --,61 -�_-- -- (9) �2FINISH SURFACE- `-Fih'iSH SURFACEPAO GRADE PFII' GRADEr THICK GROUTED-,-' B 4,3'08'43' 22.50' 16.94' 8.90' ROCK RIP RAP i OVERFLOW HANN L W LINE m i W/7N PHASE 7 IMPROVEMENTS 36' RCP SrORM 4 Sto 5+15.47 ORAIN N � i ¢t MANHOL E SHAFT 10 OVERFL OW CHANNEL A � Sta 1+90,60 1 o µN Sta 5+13 14 EC 11 I N,T.S. 6 fib) 4- ¢ MANHOLE SHAFT * A 23 N°' CI / I 0 '* 14 Existing CBMWD 10' Wafer 6 CONVERT TO PR/V4 TE STORM DRAINS / PER DR 98-/6, NORTH OF S10 4+4245 (i-/Q � � l o' Sewer Troct 15727-1 FESS � CITY 4 6 - - - --- - - --"---- - - � -- - - - — _ — - - --------- --- - - --- 15 - - - -- - - - - = - -- - - - - - - - - - -- - - - - - - - - -- - - �'S-- �______,- - — - - - - - - - - - - - - - -- - - - - - - ���� SWILBUR �� f, DESCRIPTION OF REVISION DATE APPROVED --- - -- --- --- --- --- -- - ° W . - - �� W h� 6 ��' CITY OF RANCHO CUCAMONGA N° (, �° G . G N° G i '�o n �° G �° G °1 G Acl , �° G 1° G h0 �Gho l'`°,�G 101�G � - � N m� l t 6 4 20 � ,�Y & � ,0, � N . 8'55"29' W 22 2 13 A 4 20 � �� :'2 3 00 M 89.52'45 w 844 29' � � arr caF R,jan�>b �. STORM DRAIN IMPROVEMENT O PLANS - Sto 4+40. 12 L J' �Q 4 22 —Sta 233+97.28 4th Street, �C _ CYTY OF OYI/7AAFD Jx ONTARIO STD TRENCH S 609BT/O RPER CITY EMOVE AND F 13 ( , , ¢ MANHOL E SHAFT �O 4�F C'V I� o�� FOR R TRACT N o. 15727-1 © RECONSTRUCT EXISTING PAVEMENT SPO 1+17 58 14 15 Sto 1+57.60 SD Line 8-1 o Int Sta 242+41.57L�� \F l d ON EACH SIDE' OF PIPE ClL 12 4th __ 3 T /9 E E T OF C A� PLUS FEATHER 2' ADDITIONAL FEET ' I� — Q-.�t ��� Line C-33'' ___ 36,W _ -__ Archibald Avenue �c ' STORM DRAIN LINE "B-1" (PR/VATE) F� JUNCTION STRUCTURE Fourth Street �� ,, - - - - - W--- -- - - 7 _ -- - - - - - -��- - - -- -- - - - - - - - - - - - _ _ 0.00 TO STA 7+18.70 ,1 �-> STA 1+0 APPROVED BY: GATE S;f Underground Service Alert l CITY OF ONTARIO CITY ENGINEER '/ r % R.C.E. 24! 53_ O�FOR E 1+ \ '��yo � REMOV�d� RECa I ONSTRUCT CITY DESIGN PREPARED IN THE(,OFFICE of RECOMMENDED I;ca (,811: TOLL FREE OF ONTARIO CATCH BASIN AS L.A 0 LOCKMAN & ASSOCIATES �q 1!,/$ cTB 0 n SHOWN HEREON AND MOD/F/ED CONSULTING ENGINEERS AND PLANNERS ,7 1-800 o DWN. SHE T OF NOTE' OUIZET DRAIN PIPE SHALL BE EXTENDED L�•O 'OTEL (909)A944A6988RK T. RAFAX H(909) 948N8506A 6A_ 13 SIX (6) FEET INTO OWNER'S PROPERTY PERMITS ARE REQUIRED FOR ANY CONSTRUCRON WITHIN / _ 422-4133 TEN (10) SQUARE FEET OF GROUTED ~�7'F. CITY OF ONTARIO RIGHT OF WAY RIP RAP SHALL BE INSTALLED AT THE ACCEPTED BY DATE -_ S CHK. BY: -- WG. No. OUTLET OF THE DRAIN P/PE. IV,v/Z CITY ENGINEER AR -S W. LOCKMAN R.C.E. 42485 TWO WORKING DAYS BEFORE YOU DIG C•WL DATE AU�Is93 FILE No. 95-3438 1628-D PROJECT SHEET No. �_ OF -71 MTOFS SCALE 1 I I i s' i HOR/Z. 1 = 40 1 VERT. 10= 8' . 'LINE ! -A L-INE A ' ' -3 '- . 3 , - - - - - - -- - -- I 110 i -W"- 31 _ Ei to � : ops � MAS 1 1�' , + � - I u ' i�fGL,� #1330 fOL _. . 1144 - O y I - Q _ ... _ - =.y -� r \ - - y � t \�, _ - _ - ��v, I 1 4 4 ll;' j r- �- N 66,. o p o O o W w : _ �__-.. --r---f0 f0- ._.- -:_�..�__ � �`t � � -�.-,._..� �!/O-_� 1 ---1p 1p.. r Z 61), 10 I I ; � SJO hw .. CJO hw1 WIT �W o f 31 Q airy N � � � til4a �n1W whW � p N � w h � � wO I I N N ^ q `4 I811 $ 11 0 o w c W Q ,� Q �� Q � Q, 16.2 Cfs ,, = 5. 16fps 'W y - 1 • 221.3 L-f -- 36' 1?CP l i 3z�96..� LF - 4' RCP i 1 = 1750--D I t 1000-Di _ 24.8 cfsl 1/ 18.04 fps 1+00 2+00 3+00 3+00 4+00 5+00 6+00 CONS TRUC770AF /TFMS At A 4) CONSTRUCT 36-/NCH RCP, D-LOAD AND LENGTH AS INDICATED ON PLANS ( CONSTRUCT 24-INCH RCP, D-LOAD AND LENGTH AS INDICATED ON PLANS Q -a LINE A - 3 _ LINE A - 3 7O CONSTRUCT 18-INCH RCP, D-LOAD = 1000-D AND LENGTH AS iNDICATEO ON PLANS 10 I( D ( O8 V L CONSTRUCT CURB OPENLNG CATCH BASIN PER STANDARD PLAN 300, OF THE CITY OF J RANCHO CUCAMONGA STANDARD PLANS; W AS INDICATED ON PLANS. CONSTRUCT LOCAL r Dlll PLANS PER STANDARD PLAN 307, OF THE CITY OF RANCHO CUCAMONGA STANDARD Q f Tl '' I I Q I O9 CONSTRUCT MANHOLE No. 1 PER STANDARD PLAN 318, OF THE CITY OF RANCHO CUCAMONGA STANDARD PLANS. i g 1 2 CONSTRUCT JUNCTION STRUCTURE PER STANDARD PLAN 330 OF THE CITY OF RANCHO - j CUCAMONGA STANDARD PLANS I - - - L Line C-25 . A - - - I 90•• B z`+�• C Z Od 23 20 SHI MAN PLACE o ' e I Q Line 'C-26'. A = 90; B = z'>f;/8" C = 20d � ill I I I b W Line 'C-27': A = 45; B = ';18" C = 2.Od 3#32.96 N � Line 'C-28'.• A = 60 B = 24'; C = 300' I I I I III I I I I I I S II Line 'C-29': A = 60 B = 24'; C = J.0d I I I MANHOLE SHAFT 1 1 11 III 1 1 11 1 1 3 0� I I I I IIIA I I , I I Iilll III I I ;h PRIVATE STORM DRAINS© ( I I 3+35.28 BC I I i i II I III I I _ W 22 21 1 1 1 1 I 111 1 1 1 LINE 'A-3' I I 11111 III I I I t l I II I I Q I VIII III I I o i;- 20 19 18 1+12.25 BC i I I II 11 I O I o I I 1 1 Sta 3+41.97 SD Cine 'A I I I III(A III I I h L/NE A-3 I I 111; l i Q 12 I = Sta 1+00.00 SD Line 'C-25' I �I H++ = 1+59.37 EC I III 1 1 1 1 11110 1 11 1 1 1#49.08 _ ' TCH LAVE Sta -#`l-54-�,� Shadowgrove Orive�� Q R Fp E SSI pry 3 / 1� `j I I 8 Sto 4+81.00 Shadow rove Drive _ _ EE+EFT _ _ � (,� (� ¢' CATCH SA SIN - LD CASE A = Sta 1+00.00 SD Line 'A-1' C\ 1��� ( +�I I I GA TCH BASIN - L D CASE A 7 W=9'; V=4.5'; H=4' J Sto 7+20.01 SD Line 'A-,.3' -� , W=2', V=4.5,- H=4 1' z`4 --- --- --- --- ~ ♦ ��"`I I I ----- --- -- - - - -- - 6#38.35 ca c, 9 S' W E F T A / N PL. 7 _ - - sto �.mr SD Line 'A-3' z Q) 1 V \ , / I I O -- N8 x'4838 E - - - ---- - - - _ r� St 1+00 00 SD L C 28' 9 - 2 - - - 4rl N 00'0T 15' E a "C,411 I I I -=-_ --- �5"E --- - - v --- ti 6 = a ine - 2+00 3+00 _ I W - A N15•°1 w �' = Sto 1+00.00 SD Line C-29' Q I a � y1 f ' t ,31ky � I II I I s 5+00 tiIt �lq CIViI _ ♦ 24's -. Y s To __ 1 BEGIN CONSTRUC77ON 1 I I I I 1 6 N29 52 45 E RM DRA/NS PER DR 9B-/6 I,1 . TRACT No. 15727-3 Re vised HGL I I I I Sta 3+66. 14 SD Line 'A-3' --1 (D /V22°374''E S H A L> O W G R O V E � R / V I=- 12 J I I I I I I I O = Sta 1+00.00 SD Line 'C-2T' 1 Miscellaneous Minor Revisions (Tract 15727-3) 3, 31 35 I I f 1 I I I I Sto 3+88.29 SD Line 'A-.31 4+ 05.96 EC & 1#54.44 CITY i I I II I I Q 12 Sta '-,�.� (Shadowgrove Drive) DESCRIPTION OF REVISION DATE I I I I I = Sta 1+00 00 SD Line C-26' uNE A-3 8 CATCH BASIN - LD CASE X F APPROVED 1 4#11.19 (Shadow rove Drivel W=9',, v=4.5'; H=4' CITY OF RANCHO CUCAMONGA TJ7 CA7CH BASIN - LD CASE B W=3'; V=4.5'; H=4- Al =4' A STORM DRAIN IMPROVEMENT PLANS EROSION CONTROL P THE CONS7,7R MPORARY MET (PRIVATE) FOR TRACT No. 15727-3 NSTRUCTED WITH TR 15 - STORM DRAIN LINE "A-3" CURVE MOLE A STA 1+59.37 TO STA 6+34.22 y O R L T THIS PLAN /S INCL UDED FO NL Y, OUNATIRFS ARE NOT / /NCL UDED ON // F 9. CONSTRUCTiO QU/RED FOR ��Q� APPROVED BY: - DATES _ Underground Service Alert A 6000 00 45,00 47 12 2598 �� FORE B 90'00'00' 45.00' 70.69' 45.00' z CITY ENGINEER �- ��«�'► / � C- R.C.E. 24953__ NO.55381 m cc x,121 ��' -v DESIGN PREPARED IN tHE OFFICE OF RECOMMENDED 0� 'o * Qji1 ...�' * J.S.D. LOCKMAN & ASSOCIATES Go Call: TOLL FREE \� CONSULTING ENGNiEERS AND PLANNERS /Z V 1-800 '9�� CIVIC- � DWN 10281-A TRADEMARK ST. RANCHO CUCAMONGA, CA. SH ET OF OF CAL\ TEL (909) 944-6988 FAX (909) 948-8508 422-4133 J.S.D. 7 _13 CHK. BY: DWG/. No. (� TWO WORKING DAYS BEFORE YOU DIG R.W.B. DATE MAYR1997 BRONKALLFILE No. 9553438 PROJECT SKEET No. 8 OF 7/ P1� EA l tQ to� _ - I ' N N VFRT. 1 4 L '114E A ' 1 : PRIMA 7t S III M NOT AMI TA/NED BY INE CITY Ck - = _ =62.4 ! _ O,� 8Q 0 CFS O IW-7-15 'CFS P' 168.0 CFS cn~chi ~ 1,1,w CFS V=11..32 FPS i/=10.4 FPS V=9.62 FPS 1/-14. 13 FPS ILI- , f POP05ED f 7NISHED SURFAC w ABOVE STORY.DRAIN 99 �> Z h � I v I i REMOVE EXIST. SIH _ I. EX tz 'I 'VT d �'C -FXIST PIPE d 0 r , NGL P polio tea• ! �� _ Lb226 I i s l - l- _4.0050 _s �y R P100 � 3 E/ f 3 \ P GgTE�;q RC � I tnJ tP S � , • 10 cc I RCP 11151 2 _ X020 ,� HYa > > RPSULIC PATA •• �+ +z + �! .t , _ _ N o Nom, N- ` (D c-4 4100=�2-7Cf9 N CID + 1 V W U N V)N c>, h O , W W o �N � ^oma + N °+° � � "3" ON- "' j(n V)r- • pN N O O N OI v O h rj r. N W S ` •. I �p - _ rid rid lei {{ 1 O O o Np W h P _ 1 8.45 F 6 RCP 1 173.b3 LF - .36RC 2 L 3 _ 46.35'LF--E)(. 30 RCF - 1 1�9l' LF-42"_ CP - - p _ 000- 1000-D,-i_ _._. 1 1000.-D �"._. I _. 1+00 2*00 3+00 4+00 5+00 6100 7+00 8*00 CONSTRUCTION 17EMS O4 CONSTRUCT 36-/NCH RCP, D-ZO,4D AND LENGTH AS INDICATED ON PLANS O6 CONSTRUCT 24-/NCH RCP, D-LOAD AND LENGTH AS INDICATED ON PLANS OO8 CONS77PUC7- CURB OPENING CATCH 34S/Al PER STANDARD PLAN 300, OF THE CITY OF 'I 8 RANCHO CUCAMONGA STANDARD PLANS; W AS INDICATED ON PLANS CONSTRUCT LOCAL DEPRESS/ON PER STANDARD PLAN 307, OF THE CITY OF RANCHO CUCAMONGA STANDARD PLANS CONSTRUCT MANHOLE No. 1 PER STANDARD PLAN 318, OF THE C/TY OF RANCHO CUCAMONGA STANDARD PLANS rOaP��e 12 CONSTRUCT ✓UNCTION STRUCTURE PER STANDARD PLAN 331, OF THE CITY OF RANCHO Q5 •9r 0'9' �j (, CUCAMONGA STANDARD PLANS Line 'C-22': A = 60; 8 = 24'; C = 2.00' 411cO ` v t ` Line 'C-24'.• A = 90;• 8 = 24'; C = 2.00 JCw \ 13 CONSTRUCT CONCRETE COLLAR PER STANDARD PLAN 329, OF THE CITY OF RANCHO `Sf0 1 i 0 \ ` CUCAMONGA STANDARD PLANS S: '` -ob �' k9 ��6 8 �. E 18yc)p `sem L��e 4 6Q• OPS i1 •fie c�! \ ` O'r SSI 21 INSTALL 36' Dio SLOTTED CMP STANDPIPE PER STANDARD PLAN 311, OF THE CITY OF A , �x a��0 LINE A - 1 �, �, 10d RANCHO CUCAMONGr4 A I N S 6 Of 13 A_ ,+�0 GP \ 6 PRIVATE STORM DR 0 nt� \ Sto 7f85.89 10 iy4x, I6 46�� - � •��15 v �. \ \ /K \ C STAND PIPE 2 1 F �Xoo� o ; 6 �\��� \ `� Dio=36'; V=4.215 CONSTRUCT 42" RCP 1200-D 18 12 d� X0 0P \ \ s s �`� �. G� �'. \yi ® REMOVE AND REPLACE IN KIND ST 12'SD� I �, �0 ��� �� ii �, EXISTING AC PAVING EXIST STREET IMP'S CVJ� �f y�� �h 'i ` ©5 RECONSTRUCT EXIST. 4" VCP SEWER (LATERAL DETAIL HEREON) � 11 kn r FC 4 o + w ter' / c 6'\ 2 9�Z A r Yd © REMOVE EXIST. MH d�. / r \\ Q \ k �'\ / N� \ / REMOVE EXIST 36" RCP V �' �, } c+ 1' MIN �0 / 1 O, ter, $ •%0 EXIST 36 RCP VARIES LLJ- V 4 TO BE REMOVED .�• b 4 0 o ,r \ % , ,C J � `. 6 8 z o cQ -JOIN EXIST LATERAL Gj0 ��J �P� 7� 1a c� CO / �� 6k wi\ \ REVISE SUNGLOW COURT STORM DRAIN TR16058 i 27.6 W 4" BEND TO �� `� G �� - i 5 6 o f 7 T W/ _ c� y ti d\ \ d CANTY ENGINEERING GROUP, INC �i� 0( S`OpE INV BEST FIT EXIST ��Op \O� ��t�a�� D �� �\ \'L�' •��\ o- 6 PROP 42" RCP VARIES v CONDITIONS �' G Q �� �P Z N - \ ���;}F ESSInn! Q CONVERT TO PR/V,4TE 5TORM DRAINs PER DR 98-I6 �_��- 9 ,� ✓ �X X�,J� 05 5Q X05 � w� '�, a >J �/ \\ \\ �� :��'� ` CITY 5,�;�lt3clh? r f �� REMOVE AND REPLACE EXIST 26.47 EXIST 4" VCP 0 �� cr ✓ / d h� ® DESCRIPTION OF REVISION DATE WYE LAY WYE 2.0% b MIN---, Gj ,` �' 6 �Q 2 / \ \ '�i� �j GO �`� APPROVED INV SEWER LATERAL 0 X� • �,P 6 ,� � � /� � � �� ;� 24.32 EXIST)-/ % do 3k X00 / � � ! CITY OF RANCHO CUCAMONGA 8 VCP SEWER S=0.0200MI E N 12 5 �,<0 5 o�,pg 6 0 A p cb 4" VCP LATERAL 55 65. Z \\ *� 9 �� _ _ kx \ 8 \s STORM DRAIN IMPROVEMENT PLAN A\SEWER LATERAL DETAIL y P� - � c ��������`� CURVE raBCE k-k 5� 6 ti o a �� � �'� --='� FOR TRACT No. 15727-1 (PRIVA NTS R L T St0 P�00h 1 6 9 � 18��0 �PSn .0 9 �� G ��E oa .5 �' STORM DRAIN LINE "A-1" A 30'2734' 22.50' 11.96' 6. 13' L \ �' x12 gPS��k vFEsBi ,� STA 1+00.00 TO STA 7+85.89 B 14.51 37 312.00 80.92 40.69 N Std CPQ��� ' •� W• QR Underground Service Alert C 12'31'34' 312.00' 68.21' 34.24' CUf�VE TABLE ��P 9<� APPROVED BY: �/ "j , ; �J /' DATE �_ /� FORE D 14'5726' 312.00' 81.45' 40.96' T ¢ 55M m r = CITY ENGINEER L .�- �- �- CCCLG � L (� R.C.E. 24'�'�3 0 O � Dom. ,� PREPARED I!I THE OFFICE OF E r O Q R L rn DESIGN r RECOMMENDED a Call: TOLL FREE E 90'00'00' 45.00' 70.69' 45.00' LOCKMAN & ASSOCIATES 0 0 , H 1 1'16 15 588.00 115.67' 58.02 7Jl) L.A.O. 2 L �7 / r / / / CIVIL l�`P 10281 NA TRADEMARK ST.S�RANC ORS NCUCAMONNG R CA. F .30'00 00 22.50 11.78 6.03 1_800 8 I 03'44'30" 612.00- 39.97' 19.99' rF DWN. ( ( SHE T OF G 34.51'36 45.00' 27.38' 14. 7J- pre CAL\ TEL 909 944-6988 FAX 909 948-8506 422-4133 L.A.O. ' 8 13 r � •.HK. BY:2147.�C �ualg DWG. No. TWO WORKING DAYS BEFORE YOU DIG R.W.B. D ROBERT W. AL _ DATE MAY 1997 FILE No. 95-3438 L6Z16 PROJECT SHEET No. _� OF 7/ MEQ NOR/Z. 1 - 40 - - LIN : Ill 1 = 8 O � A V R F P .OPcrJSED F/N/SHED SU ACE �t� 0 A90VL ¢' S70RU DRA V ' _ — _ 1 I -w w HGL,00 . • f - ". ,�©2 �r#RALpcp I I - O.a RA avow • s S oa4� . . 0 I , -142E a . N . o I • � � � �•, vim•, �,I c - g � � � � �' � _ _ • Drya OWN, i 4 0 ni �O� �O s r� �i b b o O 0 OI ; w I 0 f � W 1 Z � cz � W W I E . t I Of : . . j 1 �1-- 1V IV` : - _ • 22.7 •cfs 8. 6 LR V '_ 2 t4 fd.s 0,1l t5`1 ifs 'S �5 � Lf � � 36 RCP - - - - - - " 6 R _ " . . , 6' "RCP - CP _ - 1000 D 274. 14 Lf 1000-D - D ' 3 21 fps 1 100 P V 2. 1� fps 1 i _. _ - ' P CJ 15. 1 cf ciao 22.7 ifs" 5f00 4f00 3f00 2f00 1+00 PRIVATE STORM DRAINS /(5\ TRACT 15727-5 TRACT 15727-1 �-J - --- - ¢ � (EXISTING) SCALE 1 " = 40' om z O O Z p U 01 40' o 5 .X19 PSW LINE A - 4 �;WGOLDBV OAK 03 CONSTRUCTION Irms o Q PUCE ROWD NOjj � 1f45.76BC I I "� z•` Q Sta 4*49.41 (O/d Post Drive) v —�CONSTRUCT 36-/NCH RCP, D-LOAD AND LENGTH AS /ND/CATED ON PLANS � 8 p CATCHBASIN - LD CASES O v' W W=10-, V=4.5'; H=4' 11 Sta 1*00.00 SD Line A-4 O6 CONSTRUCT 24-/NCH RCP, D-LOAD AND LENGTH AS /ND/GATED ON PLANS J m 2 N n 1 = Sta 24+10.00 SD Line 'A-1' O8 CONSTRUCT CURB OPEN/NG CATCH BASIN PER STANDARD PLAN 300, OF INE CITY OF SEE SHEET 5 OF 13 I 1\ Cn RANCHO CUCAMONGA STANDARD PLANS- WAS /ND/GATED ON PLANS. CONSTRUCT LOCAL h Z I N \ 11 DEPRESS/ON PER STANDARD PLAN 307 OF THE C/TY OF RANCHO CUCAMONGA STANDARD PLANS W 10 CONSTRUCT MANHOLE O No. 2 PER STANDARD PLAN 319 OF THE C/TY OF RANCHO r} cF CUCAMONGA � C STANDARD PLANS G D D LANS 12 CONSTRUCT JUNCTION STRUCTURE No. 2 PER STANDARD PLAN 331, OF THE CITY OF CUCAMONGA STANDARD PLANS. — - - - — Line 'C-30'.• A = 90; B = 24'; C = 1.00' y -- Line 'C-31': A = 45; B = 24'; C = 2.00 - I - -- - _= --- — 6 ��� - - - 00 N 60'2521' W 4 3f 00 5' 89'34'39'--W 2+ A ,��• p� 7-MNW(:) 1 CT. S 302521' W C 00 4 4 �p L-7V �- - �./�-/L� v , , L D O 3 T � E) R V E 4 B_ kA �� -► CONVERT T O v PR,'✓A; L S Ar ORM DRA/NS PER OR 9 B-i E •� I I + -�. "' �� 5� REMOVED REFERENCE TO•FUTURE"(TR 15727-5 REVISION) o rn w \ CITY p c o � z . DESCRIPTION OF REVISION DATE ' •Z •c y oo 1 APPROVED � °0 0 0 0 �,o 0 1 1a CITY OF RANCHO CUCAMONGA I r � S 1 � o Q ►� o \ STORM DRAIN IMPROVEMENT PLAN/S CURMF TABLE ' 12 FOR TRACT No. 15727-1 (PRIVATE) LINE 0 R L T ° 12 6 � pFES8/ F �f Qa STA 1+00.00 TO STA 4+64.52 A 42'0711-9' 22.501 16.541 8.66 8 12 E W. B 9l ,�Lair' Underground Service Alert B 15754126' 288.00' 79.96' 40.24' �k`� �CS �� ��t.P �f�< APPROVED BY: DATE/ ;fc' 9 C 30"00'00" 2250' 11.78' 6.03' - Q CITY ENGINEER � � � C•C�«' �,, � << R.C.E. 24953 � Q FOR E y �a.ss�t 0 O ' CC EXP.12/ 00 PREPARED IN THE OFFICE OF v o G DESIGN ' RECOMMENDED o Call: TOLL FREE ' -,-' i * * LOCKMAN & ASSOCIATES U 3 s( \� L.A.O. CONSULTING ENGINEERS AND PLANNERS � /L"p 1 1Q iv 1L ,Q� 10281-A TRADEMARK ST. RANCHO CUCAMONGA, CA. -800 �� /�I,/,� �� OF CAj_% DWN TEL (909) 944-6988 FAX (909) 948-8508 SHE(T OF e; ' L.A.O. 9 13 F � 2 422-4133 OF C���i' 1?0/jW. Rj,.Ao CHK. BY. DWG. No. ROBERT W. BRONKALL R.C.E. 55361 TWO WORKING DAYS BEFORE YOU DIG R.W.B. p (� DATE MAY 1997 FILE No. 25-3438 PROJECT SHEET No. /O OF -7/ D RFAE I PROPOSED Fl SHE SU C PROME SCALE I I - I ABOVE 0 NORM DRAIN I { I I NOR/Z. I' = 20' - . _ _ I _ - _ _ _ _ _ VERT. 1'= 2' : . I . ._ - _ - _ . - _ _ _ - _ - . - - - -- - _. --- _ - ti Z - _ . . . - . - �0 1p3 . _ - - - PROPOSED FIN! HED SURFACE _ - - . . I _ - - _ . PRORoSED F/ SHED .SURFACE I : ABOVE (t S)ORM DRAIN ��. •>Ir � � W ABOVE , TORY DRAIN I a' ._ . _ - - __ - . __ - - PROP05ED FJN/SHED SURFAC _ _ t •(G } �' ABOVE 0 STORM DRAIN . g '�" 1.PZ51. 1. _ i . . - - - _ . . _: . 1 -: -- -. . . I �, . . �� w PROPOSED RIV7 ED SURFACE - _ -� - - $ J w Q I o '- : . . .. ABOVE 0 STORY DRAIN k ._ .- . _ . :. 6 � .. _ _. � - T . - --- ?�O �' + z moo _ IIL 10 : - � I - I - I I - . � I --� . I I I I I I I I - � � f �J . I I - I I I ; �I . . � . I�R / -- --� I - I - - . . I I y / I '� ; 7- - _ -- - - - - _ � ;,�- !Iz� . . - . - - - _ - --- , _ _ . - - - - - • - - -4 _ g _ . : I " HGL/oo HGL�oo - . _. - -. , I P HED SURFA -, R PDS FINISHED o ED S { ABOVE STORM RA/ . D N } � � . _ _ _ _ . . - _ _. . :- _ � ... - - -- - _ .. _ . - - - _ I 1 IGi � + _ I . . > �►- o . . - - ._ - - - _. w - - .. .. . - -- . . - - - _ .. - S � o p v f . : ��, j - - -_ . _-HGL . _ _ 1 - '- . - - - - - - - - .. . _ . _ - . - - - . > 1 00! . - 1 oo �' H I to - . * , N 2 __ . . . - . - - - : - ._ . _ _ : _ _. - : .. . _ _ _: v _ 5 0 . . . O - - p. _ ._ - j 0. 50 -. -. - - ; - . s�, S o - - - - - _ - - - - - - - - - - - - - - - - . - - :_ . .- .__ - - _ _ _ _._ - _ . _ - - -- - •- - - . . - - - - - _ - - - - - - , - . . - . o I f v -------- 425- - __-_+ - _- � - - - _-�--- '��,_ -I- --- - - X025. f S = 0.2977 - - i . - � - I _ HGL;oo I I I I - . . . - - 2 { _ . _ . _ r - - _ ,_ ,GL; - S - 1. 132°6 - I . _ - - _ .. : . . : . : _ - - - - - . f . . I , _. _ i - - - - ._ - - : . . . s _ - _ - _ _ _ 1. 1. _ ,�� . , � . I /41-0 - to hr __ __ j544 ° _. - -- _ -- - _ -- -- -- _ -- ._ _ .- _ _C � i 0 \� + ti I _ 44. 13 if- - 24` RCP ti to W p 00�6 - - - - ---- € o w 3 92 LF 3�\ . An O w �- t�,a�=s.5s cfs 5 � ---� �_. LV . - . I iW h) � W I V-4.73 fps I !' I i ; \0 � k) "t is� 24' RCP ' 24' RCP I _ _[ ouv -20.39 cfs - i \�.4 00 w I ,� �2.9s cfs _748 f b 1000 D 0,w= a4:57 cfs I _ fps "-\�, : 31 . t�.6\ C � �, d - . V=4.00 fps . t/-4.53 f s --. : . - ._. ._ - - - -_ . ._ . . . . - 1000-D _ 4 � w pN . P t > . . . . 1 `� w . o � 0 1 �• 11000 D �Q �F" 0 .1, o w J g• r co io ' : = . ZI. . O h N _ _ 64 _ . _ . . -- - - - - - - _ _ w : W 24' RCP w . D : . »„ % . ;, 1' hW hW . . -- % - -- - - - -- _ - 1- -- + --- -_ . _ - --- - - -- -- . -- . .. --. ._ - -- _- --- - -- -.-- - -- - - -- - -_ -- - -- --- _ - -- -- _% - -- - -'- -- _ -- - - . _ -- _. - - - % - _ - -- - _ - .- --- - - - - - _ : . . : -- 0,ao -5.22 cfs 47.132 LF 24 RCP _ _ -- .: . - . . -. _ . . - - - - _ . . -- - - . - . - - _ _ '. _ - `. _. . . _ - _ _ , _ - - - - _. _ . _ . _ . - - = _: - ,an s . - _ . 0 79 cf . V 441 fps _ - . _. : . :_ . _ . _: - . - . -- - - ----. - _. __. -• - ,- - - _ P % - - - - - _ _ _ - - _ s - - - - _ _ - - - - - - . V 521 fp 1000 D 3 % % 1 O--D . I }(}( � LINE G 10 i NE U 1 1 1 1.� � LINE , G �- 24� i;' � .. _. 0E G I , { L NE C 23 � i i i � +. i % I I � : ! I Ji i I - . I � . - � � I - I . �I p � I . . � . . � . I 11 : ! - i I . I i i . .. - - _ _ _ DR S I - _ - _ _ - - - - _ _. f _ - - - - - - - - - _ . PRIVATE STORM AI . � I I . . : _ � . - - . --- --- -- - - - - - -- - - - _ _-- . - - - - . -- ._ -, .- .. . I I : % % - � � - : � - � � � . � - . 1 . 1 � � 11 I . . .. . - � - I- - I I I -1 � .. . - % � - -� -, � . : Ir - -� - - - - - - - - - - - --- -- - --- - - - --- - - ---- -- - - - - - - - -- - - - - - - - 0 . . I . : . . . . a' -� _ _ . ._ - - 1 11.1_ - - _ - - - - � . % . -- . I � I - � PROPOSED EINI.S'H SURFACE � . . - I II I I - - - - - 4 - . . _.. .% . . - _ . : - . I � - I i . PROPDSED F/NJSHE • SURFACE ABOVE ¢` STOR�1 DRAIN os PROP0,5ED FINISIiE-D SURFACE ABOVE l� STORMS DRA/N 0 / - . - - _ _ _ . . . . -.. _ _ - . . •s ABOVE �` STORM DRAM _ I I I I I \1 - I . - - LU - . I - - J - . .*11 I } � i f . J <.< + Z - - - - _ - - - % z � L - . % --- - - _ . . - - - . � I \0 �ROPOSED FIN SHED SURFACE - - _ - I _ - _ - % - y " - I ABOVE �` TORM DRA/N - :_ J _ ._ _ i f /ilO TES- } : ( _ _ _ ' . I . - . _ - --. _ . . .-.. __... -- _ . .. _ --- . __,-._.. .. . . - . _- - -_ _ - . • �"1�/GL �_ . , ,00 L � - . - 1 - - - _ . - - - - - - _ . _ . _ .. - - r . _ goo _ _ __ _ . -- ; B'A+�1< CDN TRU N NOT R Q /RED FOR PHASES' 1 & 2. . _ • _- _. _ _ _ - - - - - - - - - - .tONSTRUcr WITH PHASE 5 . i . . .. - . - . - - - _ - - - _ __ - _ _ _ _-- : _ - f 1 . , . _ _, __ - ,-_ ._ _ - _ - - _ _:_ -. _ _._ _ __ - __ . -__ _ . - .. _ _ _ - - . - . . _ . -_.. _ - --.- - - - _ 5 ,flo } p v 6 : 2 ( I Rpf E55i 3 . _ 1111 ____._. - _ 1_111_... �._ �_ - U 1025 - i I �" '4 �.` I L' I I I 1�' IV UR0 F, } ". - - - .- _ .. - 1111-... %% - ..._....-11_11. . ............. ...... .. .. : - 1111. .. . - : - V I - - . : - 1111 .. .- .. .. . - I 5 0o W . _ - .- - - - - _ _ , j r % m c9ST cpm - E - _ `f T _ i I - I - * -. - . _ I 11 I _ .. : . _ ` T . • - I * . J N I r I tel. ClVI\- \P LONVERT TO PRIVATE S OHI,,' w N 1 - G- 0 RA/SVS PER OR 9B /6 a - : : . _.. -. --- .- -_ __.. _-. _ .- :_. - _ % . . . . o ; w 5 IS ,_ j REVISED TE Z.- . V . . \ w0 � W t - { I \� w ' 1 3 RevlsedLines C 8 and C-// 5-1�-�� _ - : _ . - _ - - - - - - - - _ _ _ _ _ - - - g8 . 0\1 W s1 LF ! 5, ,\ I CP- ' 4 RCP C C ' � _ An /V} 2 REVISED LINE C- qg �C \FJ d I ?ion =4.s cfs 'o 'i` % h 1 j ° r''t `fat iCITY Q W I - - ! C ��"^ � N O r'o r' ,� I DESCRIPTION OF REVISION DATE APP OVED _ - -- _ _ - -- . -_ _ - . : _ - . -- . - - . . _ - . - 11 .11. _ ." _ _ -_ - _ - - . > ' k1 I . V 4.64 {fps N o AL L c'-o �ooti� I o. l000-fD ,��' � o •� w .. � i CITY OF RANCHO CUCAMONGA _ - , O - 0 O 34.33 LF 2 ' RCP I o o Z5 I� 0,�=11.97 :cfs I STORM DRAIN IMPROVEMENT PLANS - . . - _ :_ _. - - - - - - /� I - - - - . . _ . f . - 39,07 LF.- .24` RCP i V=5.83 f s . . f . I 59.54 LF 24' Rc � 0,ov =4.91 cfs l000- I FOR TRACT No. 15727-1 (PRIVAT�) . -_ . . . V=4.74 f s I P _ 1111 _ - _ ,. _ _ _ _ .. . 0too -6.s7 cfs { _ .. _ . _. . _ _- .- _ - - _ _ _ _ _ - _ _ . _ � � _ .. _. _ - -- _ - 000 LATERAL SECTION - V= 33 fps . . _ _ S 1 D I �E8$j . . . % 1©00-0 -L , ..- I I I I i ,��' ��' APPROVED BY: /> DATE ��'j Underground Service Alert i I I °' �� ' CITY ENGINEER GLS J6 6 C R.C.E. 24953 FORE y _ _ _ _ _ _ : _ _ 1111 - _ -- - - -- _- _- - _ :._ - ._ _ _ _ _ _ - _ . _ I�I�. �b1 - 0 = OG + V J 1 DCP. 31/ ESIGN PREPARED IN THE OFFICE OF 444������ r Ir � L �I t� o Call: TOLL FREE Ci 7 _ _ _ - ' DED D RECOMMEN � 9 * V"• * L.A.O. LOCKMAN & ASSOCIATES f� O J - LINE - L N E i IP CONSULTING ENGINEERS AND PLANNERS U j /Z- Q I I l -f L'I V i�- 10281-A TRADEMARK ST. RANCHO CUCAMONGA, CA. C� 31 1-V00 I i LC �`` DV1�N. TEL (909) 944-6988 FAX (909) -8508 SHEET OF 422-4133 i I ( i D.L.M. T 10 13 _. _ __ _ _ _ _ __ _ _ _ - _ . __ - . - _ - _ _ - - - _ - I Gu. - - - _. - I , % - : HK. Y• . - - - RONKA TWO WORKING DAYS BEFORE YOU DIG - B LR.C.E. 55361 I o ROBERT W L R C - R.W.B. DATE MAY 1997 FILE No. 95-3438 /h p( 1 f PROJECT SHEET No. // OF 7/ - . - . -------- ..- -- _ . .. PROPGISE-D FIN/SHED SURFACE ! i I SCALE /� ABOVE STORM DRAIN t I F I . VERT. 1'= r I ��p _. . - I _ - _ . - - - _ . ---' -- - ._ _._ _ - - - - - -- -- -- - _ - I . �� . I. / � . . : j��, _ _ . . . . _ . 4 I . . . . : . . . o� ._ PROPOSED FIN/S/�ED S RFA . . -� - . _ - . ' .I, - - f I I— — —/— --. _-- — L E ST / . _ _.. ���' P'ROPOSE`D FIN/5f1ED SURF�4L' _ M D ! N . . -. ��p�, ABOVE �` STORY ABOV 0 STORM DRAIN - ,. . . 1- . . - .. . . t E J. ' I I - . -1020- I —. 05FD FINISHED 71 -- ..X025 IO 102 1 1 g i I O � " f _ ABOVE STORM ORA/N. I I '(� . _ - to PROPOSED FIN/SHED SURFA E . a " o . - - ` ABOVE 0 STORM DRAIN 1 +� - 0,��(� . 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Q _ . . . p �i ^ ; O % o � - 1 I?CP �i W I Revised Lines C-12, 13, l4 & 15, 3, 4, 25-29 3-I� L'Z'�) vi -_: - - - - _ _ _ - • 2 2 d 6 57 64 LF � 18' RCP N h W Q;� =5.37 cfs 6 � w___�_ 1 Delete Asterisk Lines C-25 fo C-29 (Tr. 15727-3 RevJ >- ____ + �V 15 - -�- -I -0 0 a -� -o - -__ .. _ V=4.45 fps _ _0 _ N f3 ifs- - _ a /l-1l� v ,,,, 6.34 L _ Y=3. 1 fps C Y �i W W N W W h W 24 RCI'P i 1000-D : I o 35.96 LF - 24' RCP ; to 2 .. C I . - : _. I - - I 1004-D DESCRIPTION OF REVISION DATE APPROVED Q,w=736 cfs ro . - - - . v� Q,� =8.89 cfs { � CITY OF RANCHO CUCAMONGA 2 V=4.91 fps O V-5.23fps I 4 -- 1 ►° 1 I ; . 2 1000-D DOD-D �o ►� O O N . . I - I I . - . -I � � i cab• • ,� „� .� %., - - i - . � _ ^ o o o L I� 2 7 STORM DRAIN IMPROVEMENT PLAN, S - : - 1 - - - - :.. _-_ - . -- - . - --- - - --- .._." _ _-- - - - . ... -.- -_- " --- . - � \ - - - - . - _ 11. - - - __ - I - - - - - ` - v . I - � 3K IL - _ _ I � . . I . I . - � - - :�, I . . : ! w , � � � W 10 FOR TRACT No. 15727-1 (PR E) W 2 I i;�(}F E SS/� � I 9 _ _ . - . __ .. . . . . _ . _ 285 4 �1 L -- - - k _ . LF F i 24 f7CP 24 RCP 5������ ���, I , LATERAL SECTIONS . _ - _ -- _ . , . . - - - - - I _.. __ _ . - = s ron= S �. ��0�, Z Ess�p�V : Q ran 2.92f 4:45 cf P _ -" C' :��� I ks -_ -, . 1 I s ' u �.5 Q` / .r i- ._� 1Doo-D I loon-D n x j �� `� , APPROVED BY: - _ DATE ---� , Underground Service Alert . _ : _ ' � I - itw m CITY ENGINEER"✓k � : (l�Ct , e_- R.C.E. 24953 - �FORE Y , - - . - - - - - . - - _ -. .: .- ._ . _ _, _ .- - -- _ _ .. : _ _. -._ , Q2 � 1( O 2 - �p. �I PREPARED IN THE OFFICE OF 0 0 0811: TOLL FREE I - - : - - CIV2\- = * DESIGN LOCKMAN & ASSOCIATES RECOMMENDED a . l9 I l L.A.O. , q O I ��� , ) �1CONSULTING ENGMEERS AND PLANNERS /L'�'/ i _.* L I -- -• _ C 26 ' _ OF (` ��� 7�, cr IVA%- �' WN 10281-A TRADEMARK ST. RANCHO CUCAMONGA, CA. _1 j 1-800n I- 'NOICATES LATE oR REFERENCE - 4 N E F orc& iLit D TEL (9os) 944-6968 FAx (909) 948-sso8 SHEET OF CONSTRUCTION NOT REQUIRED FOR PH /�. t D.L.M. 12 13 422-4133 _ . _ _ _ - - - - t i -- - I CNK. BY: w ' �` DWG. No. TWO WORKING DAYS BEFORE YOU DIG361 I CONVERT TO PR/V4TESTORM DRA/NSPEf�OR ?�-/6 <o-/D j 1411RevisedLines C-13 and C-L5 S-i-t- 9g R•WB• DATE MAYROBER19 W. BRONKALLFILE No. 9553438 /& mP 8 - D PROJECT SHEET No. I.3 OF _7_1 I CASE 3 E DUCTILE IRON PIPE SALVAGE EXISTING FRAME AND DUCTILE IRON " ALLOWABLE SPANS AND MIN. REOU1RED COVER AND MANHOLE CONE CLASS 53 > JOINT (SEE NOTE 2) BEARING FOR DUCTILE IRON PIPE REINFORCED CONCRETE BEAM SPUN R. C PIPE O CROSSING PIPE HALL (DIAMETER OF Pi►E�D7) FOR 4 TO 24' 1 U PIPE CONTINUOUS U EXIST. A.C., CONCRETE, DEPTH OF 6"PIPE 4"PIPE 10'PfPE - �J _ CONST. 6' x 6' SOUARE PLUG ' I •,i ZDJ SEE NOTE 1 W �� -1 ' NOTES: ( )-- '. � "'1 �'•- R.C., C.I. OR CLAY PIPE COVER Sfl1a� BA6+) SMnJ 61W7) S(Mu) B(Ak,) _[ r a FOR CLAY PIPE SEWERS a T06-0' 11 -0' r-6' 1T-T 1'-6" 16'-6' 2'-0' "X'(SEE NOTE 31 ,. WIDTH OF BEAM SHALL EQUAL D.D. OF SUPPORTED PIPE. /f CUT EXIST. PIPE AND JOIN NOTES: 4 -C-20T 8' 1.7016'-11 6'0 1'-s' 10'o' 2'0 t2'-0 24-6. (CLASS 120-C-2000 MINIMUM WIDTH SHALL BE 6 I , J WiTH TYPE 'D'JOINTS WITH •; OPTIONAL 31dE CONCRETE) EXISTING C w CONCRETE ' ADAPTER RING,IF REQUIRED 16'•t'TO25AY T-0 1 -B 9'•0" 2'-0• t0'-6" 7-6' OF BLANKET (TYP.1 -� �• CONDUIT TO > 2. IF SUPPORTED PIPE IS BEDDED IN CONCRETE, BEAM WIDTH I4 BAR SHALL EQUAL BEDDING WIDTH- ON EACH SIDE OF TRENCH SUPPORTED v0 IF B AM IS PR-EAST S r4 OR REMOVE TO NEARFST •412'. BOTH WAYS ' 4 I 3. IF BEAM IS PRECAST, ENDS OF BEAM SHALL BE FULLY BEDDED JOINT BEYOND NOTES tw 2 dl REINFORCEMENT IN 420-C-2000 CONCRETE FOR LENGTH 'B' THE BEDDING SHALL O j I (TYP) a OD.+B" MIN, 1. 2000-D SPUN R.0 PIPE OF SAME DIAMETER (SEE TABLET HAVE A MINIMUM THICKNESS OF C.CLASS"C'MORTAR SHALL BE E 4" AS THE EXISTING PIPE MAY BE USED ONLY _ PLACED BETWEEN TOP OF BEAM AND SUPPORTED PIPE TO WHEN THE EXISTING PIPE IS AC., CONCRETE EXIST. RCB ,• PROVIDE MINIMUM BEARING SHOWN. -� '� •DA FOR D)is' �_ - -- CONCRETE ��_\ OR R.C. PIPE AND THE TRENCH WIDTH IS UMDt3TUirSEO EARTH(TYPO � d AfIN �3K D. FOR DS ISS �' 4 THIS CASE IS PERMITTED ONLY IF THE TRENCH WALLS ARE FIRM � � , 5'-0" OR LESS. AND UNYIELDING COLLAR t Z 2. THE EXIST. RCB OUTSIDE OF PIPE SELL - (TVP I I E CONCRETE COLLAR JOINT SHALL BE EXISTING PIPE B S B� 5. MAXIMUM SPACING OF BARS SHALL BE 4"O.C. {SEE NOTE 2) • ,�! 1� USED FOR JOINTS IN STORM DRAIN PIPE. V ANH 0 LE ABANDONMENT _ -► ARIES SEAL FOR RCB CONCRETE BLANKET seD B-3250 ROUGHENED I REINFORCED CONCRETE BEAM DIMENSIONS AND REINFORCEMENT) I 2" •4@12' MAX., REINFORCED _. ( SECTION E-E SURFACE • --gOTH WAYS I, (FOR EXISTING PiPES CROSSED OVER BY A NEW PIPE) -- -- - -- ---------,- - _.. CONCRETE BEAM PIPE COVER S dT06'-7 6'-1'7012'•7 12-1'7016-7 16'•1-TO20-7 27.1'7025'-7 = Q GO - T eARs s r t3ARs e T BARS e T BARS a Tv sola o F CASE 4 4- REMOVED CONNECT PIPE 1. CONCRETE BLANKET iS REQUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PiPE AND THF BOTTOM OF TFC a To 4-7 a No 4 1'6- a'' n1o.4 1 -s s° fZ 4 1 -e' 10' No.4 , -s' 10112" No.4 1 -6" COLUMN SUPPORT WiTH REINFORCED CONCRETE BEAM � o CROSSING PIPE IS LESS THAN 18" tp x 4'-1'TO 5'•0° 8- N0.4 1'-6" 9'12` 140.4 1'-6' 11" No 4 1' 6" 12' NoA 1 -6" 12'x' Nc.5 1 8" rr1 y' -----t( ro S ►5 S S' r /l 2. 'Y"=D/6{6"MIN.)WHERE THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PiPE AND THE BOTTOM OF THE CROSSING PIPE IS 5'•1'706-0 9" No 4 t'-5 t 1' Nos t -6' t2'n" No 5 1.6" 13`,7" 140 5 2-0' 14'4" No 5 2-0'' EXISTING CONDUIT Z o LESS THAN'Y', THE CONCRETE SHALL BE PLACED BETWEEN T'HE PIPES AND AROUND THE SIDES OF THE CROSSING PiPE UP TO TO BE SUPPORTED co - .A LEVEL EQUAL TO'Y'ABOVE THE EXISTING PIPE, OR AS REQUIRED BY NOTE 3 BELOW, WHICHEVER IS HIGHER 6'-1"TOT-D' to" NO.5 1'-6" 12'AV No.S 2'-0 14'2' No 5 z' 0 15'2' No.s 2'-0' ts'tr' No 6 2-0" 3. "X'-D/42,MINIMUM.TO PROVIDE BEDDING MATERIAL FOR THE CROSSING CONDUIT T-V TO B'-0' t 1" 2 fSE UI WHEN"X'!S LESS THAN THIS MINIMUM. THE No 5 i'6' 74' No.S 2-0' i6' No, 0 17 2 No 6 2'-6" 19` N - , 0 6 2' 6" H I ` ( IC CONSTRUCT SOUAR TiRE TOP SURFACE OF THE BLANKET SHALL BE RAISED TO MAKE CONTACT WiTN THE LOWER 90"OF THE CROSSING PiP£. 8'-r To 9'-0' 12'12- ko 5 r-o' 15'12' Nos 2'�6` 17'rr" No 6 2-s' 19'a` No 6 2'�'" 27' Nos 2'-6" �- A CONCRETE PLUG 4. THE BLANKET SHALL EXTENT LONGITUDINALLY TO THE FIRST JOINT BEYOND THE TRENCH EXCAVATION AT EACH END OF THE MiN. BEARING SHALT BE 9'-r TO 10'-0' 13'7" No 6 ?'-0' 1 T' No 6 2'-fr 19',7' No.6 3-0' 21!h' No 6 jr-VT- 2J- No.6 T 0' -BLANKET, EXCEPT THAT THE BLANKET NEED NOT BE EXTENDED MORE THAN 4 FEET BEYOND THE TRENCH. 05 OD OF SUPPORTED PPEt0'-t"TOit'-0' tt'n` No 6 2'-6' ta'n" No.6 3'0 2Y No 6 3-0' 23'7 ko s 3 0 25' No.7 3'o I T T _5. WHENEVER A PIPE BELT IS ENCOUNTERED WiTHIN THE LIMITS OF THE BLANKET, ALL DIMENSKJfJS SHALL REFER TO THE BELL. 4 BAR 12• X 12'` 11 i"t0 t2'-0 t5'. Na 6 6" 20' No 6 3'-0" 29' No7 36" 25'i' No.7 3'6'! 2T' No.1 3'9" F(IF BEAM IS PRECAST) 1_.--- COLUMNE 6) (S N TE b)t2'-1'7013'-0" 7` Nob 3 0 2t -�' No7 3'-6' ?4'�" No7 3'-6' 27'y'iNo7 4'-0' 29 hk 7 4'D" ABANDONMENTSEAt EXISTING RCP REINFORCEMENT 4" 13=1"TO U'-0' 18' No.7 3AT 23' No 7 3 6" 26'.i No 7 4'-0' 29'2' No 7 C 0' 31',z' No.7 4'-0" 4-#6 BARS -- 12" x 1 COLUMN SLEEVE 12" CL. MAX 14'-1'TOt5' 0" 19' No 7 3-(T l5 No 74'-D M W 7 4-0 3t'.t' No7 4'-6' 2 CST BEAM4 1 BARS- - F0R RCB INLETt REMOVED t5'-1'7016'-0 20'12' No.7 3'6. 26'12" No.7 4'-0" 30 Nob 4-G �3 12 TIES FILLED #3 7 TiFS-- CONNECTOR PiPE SECTIpN iCROSSrIWYTW SLAB OF N6 CONDUIH OR OTx 6' ' - 2"THICK STY11pF0AM 011 OTHER 16'-1"7017'-a' 21'x- No 7 3' 6' 26 No 6 4 6' LASS 'C" i - APPROVED COMPRESSIBLE MATERIA! R *4 BARS Ca 12 SECTION C C 17'-t"T01s'-o zz'2 Noe 4'-0 2sth' Noe 4-6 �^� -�- - ,- Z BOTH ways UNDISTURBED EARTH I� �I NO MINIMUM -' - - _ ` 04 BARS Ca` 12 g ---- - �` /jam 1 ICY COLUMN r__ M BOTH WAYS � t A SUPPORT BEAM I OUTSiOE OF M --►i -� O / PE SEL i I � Z WIDTH 2 X 7 ' CONCRETE WALL CONCRETE-, (MIN. 2'-0") ExlsnNo coNtwlT NOTES: �Zj -_-__-- _ lk EXISTING a O i •4 QZ12' MAX.. BOTH COMPRESSIBLE BLANKET CONDUIT TO N 1. THE SUPPORTING WALL SHALL HAVE A 12" MiN. +� 1- - 3'_O^ 11 WAYS (MAY BE OMITTED JA FIRM BEARING ON THE SUBGRADE AND F FOR t8" DIA, OR LESS) / 1/ E SUPPORTED MIN_ BEING SHALL BE � R.C• BOX�CONDUIT (FOR EXISTING PIPES CROSSED OVER BY A NEW BOX OR ARCH) 0.5 O.D.o OF PIPE - - AGAINST THF SIDES OF THE EXCAVATION. PIPE CONDUIT SECTION F-F 2• _ 1 1✓ 19D-2' D 2 WALL CSHALL ITHAVIF 2-INCH CLEARAN E •4012' MAX., MIN 6" FROM THE WALL BOTH WAYS i ROUGHENED 1. COMPRESSIBLE BLANKET IS REQUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING - NOTES � PIPE AND THE BOTTOM OF THE CROSSING CONDUIT X CONDUIT THROUGH 3. 4-INCH DIA. OPENINGS UGH THE 1 BO OR AR t- C IS LES THIN 1 - S 8". SURFACE � wau. •p •� o I. WALT AT 2 FT. O.C. ONTALLY AND 1. SPAN S'SHALL BE MAXIMUM 8 FT. FOR EARTH C ER a FT OR LESS, 12 FT. F EARTH COVER 18 . OR LESS, AND 10 FT. OPT CONST - �. _..j FOR OVER i6 FT. EARTH COV R. . - � n) h--I AT 5 FT. P.C. VF Ll Y SHALL BE PRO- 9• 2. THE BLANKET SHALL EXTEND LONGITUDINALLY FOR THE FULL CROSSING CONDUIT TRENCH WIDTH. JorNT, - • TYPE `A'• TYPE 'B" VIDED TOP NT UNEQUAL PRESSURE 2. ALL CONCRETE SHALL BE 56 3250. +G 7 4 _ - VI RESULT FROM JETTED BACKFILL 3, WHEN THE PIPE TO BE SUP TED CROSSES THE RENCH ON A SKEW ANGLE, HE WALL OR BEAM ICH SUPPORTS THE WALL SECTION COLUMN SHALL BE CONSTR ED AT RIGHT ANGL TO THE TRENCH. z fV o o � 0 4. IF PORTED PIPE IS BEDDED IN CON- 1. SUPPORT SYSTEM MAY BE US D OVER CAST-IN- £ STRUCTURES. a ETE MINIMUM THICKNESS OF WALL 5. BACKFILL ABOVE THE SUPPOR BEAM SHALL NOT PLACED UNTIL 72 HOURS ER THE SUPPORT POURED. r SHALL EQUAL BEDDING WIDTH. RELINE • ORCED CONCRETE BEAMDIMENSIONED AND INFORCED PER I` �' E TABLE UND CASE 1. I I o \ 5 BRICK WI1H MORTAR JOINTS MAY BE 1 DIA OPENINGS USED IN LIEU OF CONCRETE FOR WALLS � - ABANDONMENT UP TO 5 FT. IN HEIGHT OR LENGTH ,,�* GENERAL NOTES A • SE N A SEAL 1. IS THE SPAM OF THE PIPELUPORT MEASURED ALONG ITS CENTERLINE. 1 A2. • 15 THE LENGTH of BEARrNF THE SUPPORT A113AINST UNDISTURBED EARTHTMEASURED ALONG PIPE CENTERLINE. FOR RCP INLET 3. C 2 SHALL BE USED FORTIAL CROSSINGS, XCEPT THAT WHERE THE DIOTANCE FROM A SE ER CHIMNEY TO UN- DiISTURBED EARTH IS 18 INCHES OR LESS, THE TENCH BACKFILL MAY BE DljNSIFIED TO 16 INC S ABOVE A HOUSE AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHFRN CALIFORNIA CHAPTER C*NNECTION SEWER AND THE RE-EXCAVATED FOWTHE PIPE INSTALLATION 4. ANY SEWER OR STORM DRAIN`lXPOSFD OR PARTIA,LY EXPOSED IN A TUNNEL EM1 LAVATION SHALL 8 SUPPORTED WITH A WALL, CASE 2. PiiONUL6ATEO�THE APNIAAGC STANDARD PLAN AMERICAN PURL WORKS ASSOCIATION - SOUTHERN CAL RNIA CHAPTER 5 IF§BEDDING IS REMOVED FR THE EXISTING PIP THAT WILL REMAIN MJ PLA THE PIPE SHALL E EMBEDDED WITH JOINT cX)•oPERAI}YE COI1Al►TTEE BLANKET PROTECTION FOR PIPES 225_p CdNCRETE AT NO EXTRA COST TO THE AGENCY. 6. UNLESS OTHERWISE INDICATED, CONCRETE SHALL CLASS 420-C-2000. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CNAPTE'R M10MULOATI�SY THE AIMx-AGC STANDARD PIAN USE W"STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTt011 SHEET I OF i � . XwT COOPfpATIVE COMMITTEE SUPP�?RTS FOR CONDUITS ACROSS �iENCHES AMERICAN PUBLIC WORKS ASSOCIATION I- SOUTHERN CALIFORNIA CHAPTER I sTANOA�D evAy ABANDONMENT SEALS STANDARD PIAN 224-0 PaoilLULCATED BY THE APWA-AOC 164 3 F a.p v JOW COOPERATIVE COMWTTEE FOR MANHOLES AND INLETS 381-0 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET,OF 2 SUPPORTS FOR CONDUIT$ ACROSS TRENCHES 1°� SHEET 2 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 --- - ----- --- - ------------------- - f GI�P00 l CONs7RU67 PROPOSED !\ TRAINS/TION } `�' �� o� Edo ���� ssra RCP o STRUCTURE EYrsnNc ✓uNCTTON ( I moo` cr �oz vG� R PP Gr �E(. o\<'' z �}5 6Gg6'(It�G PIP s rsL-F SSP 1?' 0.C. STRUCTURE I I NO/ , LINE � o� •�� z� � co.�o.� ��,s of kLp = ,iso 1r I 'A 1 z �\ �� G G S,oE 2- S \\ �o z �Po�o5�R1, G� �. - - - - - - - EX/S/TNG 54',a P,'PE FRO�I�f �� REG Sta 1-f-23.24 to Sta 1*27.24 AND EX/ST/NG CN,ANNH INLET AND FLAP GA TE STRUCTURE \ \ 86 1 -DOWEL TRANSmON I TO REMAIN AND BE PROTECTED 000�, 100% 1 1 1 I STRUCTURE STEEL INTO /N PLACE , EX/STING CHANNEL WALL I 8A 54 - - G REMovE � /� q � 1000• r� � I (100083 - ---�--�---- Y I \ REPLACE EXIST. i \ \ DRIVEWAY APPROACH a /So 12' CURVE TABLE \ \ As RE U/RED - \ o _ I 1 � \ /4018 0.C. EXIST/NC- 4 . A R L T 0 \ ``� e 54 P _ OI I " \ I �/ RC A 23.12'17" 45.0011 18.22' 4' A 0REP RE E s \ Z \ \ /so,r o.c. - - - - - - - - - - r a _`� - d' e B 22-11414,5- 45.0011 17.47' B.8 RIPER CK ?/5 #4018' R'\�o \ � � A 1 \ Solr E.F. - \ �f501r O X\ n y / or '7®1?' E.F. ��fSo12' 0 Q \ o \ L < ° � 2-1-611.41 BC; o, a /{ Sto 0460.00 SD Line 'A-1' 0 1 0 A 8' E \ I a \ Sto 7154 31.98 Cucomon CreekN 1"5 .� o 1 � �. 9O �- - \ 478.94 EC /D Y zG G - - � �Lg r��91 3 ,3 Added Defoi/s A 8 B for ✓oinin Cucomon o Creek Chonne - - tA ��� �sw ���o <� DETA/L A 9 9 �, k� po b \ 20 \ Q@ �% DESCRIPTION OF REVISION DATE CITY ---- --- ------ ------ s � APPROVED / _ IVOt F \ \\\ \ ->! ,� to Scale NOTE• EX/S/TNG /RR/GAT/ON SYSTEM, - , J - o � �� � \ \\ � \\ � , '\ �',�; �,�; \ _�_- --- Cr: �,�- 3 � � CITY OF RANCHO CUCAMONGA SPRINKL ERS (sp) AND PIPE, F � \ \ \ ti i \ \�,. `\ \ * p I l� o , \ � 1 \ . \ TO BE REMOVED AND � � J V+ \ REMO✓E & REPLACE E.i,STiNG � PRorEcr Ex/sn/vc ^� � , REPLACED AS REQ U/RED B Y - a DR3 WAY APPROACH \ \ o \ ' \\ \ ` ALDER TREFS S a✓ECT*7O APPROVALPECEV 'qTF C'v'\" '�� STORM DRAIN IMPROVEMENT PLANS HE S.B. C.F.C.D. /N PLACE \�\v v \ \v\ 7- �� � \ BY THE sa.c.Fc.O. GF rAt1F � � � y � zoo \ vv y �', � FOR TRACT No. 15727-1 v� - \\ v v vv v �, A v\v TAND a -REMOVE & REPLACE EXISTING \ \ \ \ Q '�\ \ CONS TiI?UC T/ON /TEAS 6 ARD PLANS °, p• / P/NE TREES W TH A SPECIMEN \\ \ \ R� \ \\ E 88/ TREE SUB✓ECT TO APPROVAL \ \ \N ��\x \` \�\\ \ 1 CONSTRUCT 66-/NCH RCP D-LOAD AND LENGTH AS /ND/GATED ON PLANS If W 8 �9� FOR PUBLIC WORKS CONSTRUCTION BY THE S.B.C.F.C.D. \ \ \ \\ Ex 4r RCP O � Ap \\ APPkuv LIQ BY: - DATE / - -y' /L c"_r CJ• // \ \\ \ \ o • \ \ \ 1 1 CO/✓STRUCT MANHOLE No. 4 PER PER STANDARD PLAN 321, OF THE C/TY OF RANCHO � 9� // l I - � '49S3 T °p L 1� � �� R.C.E. 249.3_ Ex 24' RCP \ \\ o \� \ CUCAMONGA S,ANDARD PLANS CITY ENGINEER G i N E E R Etc 1*27.24 ✓0/N � `\\ \ o \� \� \ \ \\\ \ \ VALUES for A, B, and C AS INDICATED ON PLANS. cc �'�1 / ✓O/N EX 54' INLET \ x \D \ �\ \ '• �' � DE SIG' PREPARED IN THE OFFICE OF RECOMMENDED S \\ \ \� \ \\ 20 S4W CUT AND REMOVE EX/S77NG AC PAVEMENT, CURB AND GUTTER, AND SIDEWALK. * \ , "` * LOCKMAN & ASSOCIATES jj�� / EE DETAIL A, SHEET 13 \\ \ \ \ 0- \ \ \ \ REPLACE ALL REMOVALS /N KIND TO THE S477SFAC77ON OF THE 0/7Y ENGINEER �V, L.A•O•_ CONSULTING ENGINEERS AND PLANNERS ./9 /L-d \\ \ \\ \ \ \\\ PER CITY OF RANCHO CUCAMONGA SrANDARD PLANS 103, 104 AND 120. 9CI y{�. �► 10281-A TRADEMARK ST. RANCHO CUCAMONGA, CA. \ \ D \\\ �`\ DWN' TEL (909) 944-6988 FAX (909) 948-8508 SH T OF MILK 13 13 Q DWG. No. DETA/L LJ \ � CHK. BY: ROBERT W. BRONKALL R.C.E. 55361 \\ \ \ \ \ \ \ R•W-F: DATE MAY 1997 FILE No. 95-3438 (p p� $ - PROJECT SHEET No. OF -7 CASE 3 E DUCTILE IRON PIPE SALVAGE EXISTING FRAME AND CASEDUCTILE IRON s ALLOWABLE SPANS AND MIN. REOUiRED COVER AND MANHOLE CONE 1 BEARING FOR DUCTILE IRON PIPE REINFORCED CONCRETE BEAM CLASS 53 > JOiNT (SEE NOTE 2) CROSSiNG PIPE WALL (DIAMETER OF PiPE 01) SPUN R. C PIPE 0 FOR 4 TO 24 1 O PIPE CONTINUOUS f"PIPE f"PIPE t0 PiPE - G W 8.�EXIST. A.C., CONCRETE. DEPTH SEE NOTE 1 _ CONST. 6' >< 6' SQUARE PLUG NOTES: ' •,Ij ;D ( ) n }.- R.C., C.I. OR CLAY PIPE (X3VEA )SflAal 90A'! SMeI eSMtu) B�rtJ ��- ' . T n I FOR CLAY PIPE SEWERS OTO B-0 11'-0 t'-B 13'� f'-6' 18'•6' 2'-0 �� T - 1_-X-(SEE NOTE 3) �J- __--- CONCRETE BLANKET 1. WIDTH OF BEAM SHALL EQUAL O.D. OF SUPPORTED PIPE. CUT EXIST. PIPE AND JOIN f'•0" 1'•6' ' 9 (CLASS 420-C-2000 MINIMUM WIDTH SHALL BE 6" J WITH TYPE 'D'JOINTS WITH 8' 1'T016'•ff 10'0 2'0' t2'-ff ? 6" ; OPTIONAL SIDE r CONCRETE) EXISTCONDUIT C w 2. iF SUPPORTED PIPE IS BEDDED IN CONCRETE, BEAM WIDTH CONCRETE 14• ADAPTER RiNGAF REQUIRED i6' 1'T025'•ff 7'-ff 1 -8' 9'-ff 2'-ff 10'•B 2'-B OF BLANKET (TYP.) -� �• CONDUIT TO I4 BAR BEDDING "I ON EACH SIDE OF TRENCH II 1 Q i \ SUPPORTED I BEAM IS PAST SHALL EQUAL BEDDING WIDTH- B S B 14 OR REMOVE TO NEARFST NOTE •412'. BOTH WAYS ddd a2 W' 3. IF BEAM iS PRECAST, ENDS OF BEAM SHALL BE FULLY BEDDED JOINT BEYOND �w n; REINFORCEMENT IN 420-C-2000 CONCRETE FOR LENGTH 'B' THE BEDDING SHALL O t (TYP.) 0' (SEE TABLE) HAVE A MINIMUM THICKNESS OF 4".CLASS'C'MORTAR SHALL BE E � O D.+8' MIN. 1. 2000-0 SPUN R.C. PIPE OF SAME DIAMETER i PLACED BETWEEN TOP OF BEAM AND SUPPORTED PIPE TO 4" AS THE EXISTING PIPE MAY BE USED ONLY EXIST. RCB •' WHEN THE EXISTING PIPE IS A.C., CONCRETE 1 iE-D•R FOR D>IS• -'-- - - PROVIDE MINIMUM BEARING SHOWN. -1 OR R.C. PIPE AND THE TRENCH WIDTH IS _ ��- 4. THIS CASE IS PERMITTED ONLY IF THE TRENCH WALLS ARE FIRM CONCRETE �" - UNDISTURBEDEART1t(TYP) - � _ �MM1j � 3M p. FORD LAR � 5'-0" OR LESS. EXIST. RCB iTVP) AND UNYIELDING. SE NOTE 2 • t f - 2. THE CONCRETE COLLAR JOINT SHALL BE OUTSIDE OF PIPE BELL -- �B � S B� 5. MAXIMUM SPACING OF BARS SHALL BE 4-O.0 ( ) I USED FOR JOINTS IN STORM DRAIN PIPE. MANHOLE ABANDONMENT EXiSTINBPtPE _ 1 VARIES SEAL FOR RC8 CONCRETE BLANKET /sma.3250 LCROUGHENED 2' •40412' MAX., REINFORCED CONCRETE SEAM DIMENSIONS AND REINFORCEMENT) SURFACE REINFORCED SECTION E-E BOTH WAYS (FOR EXISTING PIPES CROSSED OVER BY A NEW PIPE) CONCRETE BEAM P I P_ E COVER IAA .r! ryTOY-0' 6'-1'TOtY'-p' t2'•TT010�•0" 16•1'T020--0' 20'•1'7023'-ff = +' NOTES:- T BARS s T BARS 8 T BARS B T BARS B t eARs a CASE 4 m - t REMOVED CONNECTOR PIP 1, CONCRETE BLANKET IS REQUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE E)UsTtNG PIPE AND THE BOTTOM OF THE o'TO 4'-0' 8' No.4 1'6" 8" No.4{1'6- 9" No a ,'.6f 10- No.4 , -s ,o'a" No.4 , -6' (� F COLUMN SUPPORT WITH REINFORCED CONCRETE BEAM x E CROSSING PIPE IS LESS THAN lirAR a'-1'705'•0' B' N0.4 t -8' 9'4` No4 t'-6' 11' No.4 1'6" 12'' N0.4 t'-6' t?'z" N0.5 1'-6" y' ------A 2 'Y'=076(6"MIN.)WHERE THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE AND THE BOTTOM OF THE CROSSING PIPE IS -` - -- s S S i /1 5'-1'706"-0" 9" N0 4 1'-6 1 t" hk�5 1 -6' 12 W No 5 1. 6' t3'h" No 5 2-0- 14'h' No 5 2'-0' S S EXISTING CONDUIT LESS THAN'Y',THE CONCRETE SHALL BE PLACED BETWEEN THE PIPES AND AROUND THE SIDES OF THE CROSSING PIPE UP TO 6 1"To 7"-0' to No.5 1, t2'r� Na5 2-0- 14'a' No 5 2'-0 t 5'r£ No 5 2'-0' 16'tr' No 6 2-0° TO BE SUPPORTED ID ° A LEVEL EQUAL TO 'Y ABOVE THE EXISTING PIPE, OR AS REQUIRED BY NOTE 3 BELOW, WHICHEVER IS HIGHER. 3. 'X*-D/12,MINIMUM. TO PROVIDE BEDDING MATERIAL FOR THE CROSSING CONDUIT WHEN"X'IS LESS THAN THIS MiNIMUM, THE 7'-t'TO8 0- 1t" No 5 V-6" 14" No 5 2-a' 16' No.5 2'-a' 17'n' No 6 2-6' 19" No 6 2'-6' I H' H I +AI CONSTRUCT SOUAR£ ENTIRE TOP SURFACE OF THE BLANKET SHALL BE RAISED TO MAKE CONTACT WITH THE LOWER 90'°OF THE CROSSING PIPE. 8'-1.709'-a' t2'It^ No 5 ?'-0' t5'n' Nob 2'-6' t7'rj' No.s 2-6' 19'4` No s 2'-e" 2r No 6 1'-6' A CONCRETE PLUG 4. THE BLANKET SHALL EXTENT LONGITUDINALLY TO THE FIRST JOINT BEYOND THE TRENCH EXCAVATION AT EACH END OF THE MIN BEARING SHALL BE ' ----- __ yr1l 9'•1`TO 10' 0' 13 0" N0 6 2'•0' 17` No 6 2'-fr f9',?'No.6 3•0' 21'/,' NO 6 3'-a ? 2'3' No.6 3'-a' _ T BLANKET. EXCEPT THAT THE BLANKET NEED NOT BE EXTENDED MORE THAN 4 FEET BEYOND THE TRENCH. 0.5 O D OF SUPPORTED PIPE "Y 10'-1"TO 11 -0' 14'A` No 6 2'-6' 16'4^ 10.6 3'0 21' No.6 3-0' 23'.7 Nos 3'-0' 25' N0.7 3'a' - -- - _� T T • '•• 5. WHENEVER A PIPE BELL iS ENCOUNTERED WITHIN THE LIMITS OF THE BLANKET, ALL DIMENSIONS SHALL REFER TO THE BELL 0 4 BAR "Y 12' X 12'' �� t t--t`TO t2'-0' 15'.2' No 6 2' 6' 20' No 6 3'-0" 23` No 7 3-6- 25'.0" No.7 3'-6' 27" No.7 3'-6" .r (IF BEAM IS PRECAST)- 1 COLUMN • 12'•1'7013"-u` 17" No.6 3 0 21'"7" No 7 3'-6' 24`?- No 7 T-6" 27'4''No, 1'-0' 2$' No.1 a'0- SEE NOTE 6} 2" CL :�INITE 6) REINFORCEMENT -- i 1" 3' TO14'-a 18' No 7 3'-a 23' 7 , - _ 12' x 12" COLUMN 4" No 3-6" 26.i No 7 4- -- COL EXISTING TIN P a 29'2' N0 7 4' 4 t E S G R C F o 31 Y N0,7 ,F6 BARS - ABANDONMENT SEAL 4" DIA. SLEEVE tN ( I 2' C 4-4�6 BARS---_ 2✓' CL. 1 MAX ta'-rt01s'�o" 19' Nu 7 a'-0' 25- No 7 a�-a 28' No 7 a•-o� 31'4^ No.7 4'-6' PRECAST BEAM INVERT SLAB OFA M FF�� ARCH OR BOX - - FOR RCB INLET tREMOVED I 15'-1'7016'-0' 2'0'2' N07 3 8' 26'n' No7 4'-0" 30' Noa 4'-6' TO BE FILLED � 113 Ca 12 TICS-- �-2"THICK ST`IttpFOAM OR OTHER #3 C4 12 TIES- - WITH CLASS 'C" CONNECTOR PIP SECTION (CROSSING CONDUIT) LS-B•-� ' ��• APPROVED COMPRESSIBLE MATERIAL SECTION C-C 16'.1`7017-a' 2t Yr' No 3' 6' 28 Noe 4'-6 ;o]�MORTAR. � m�� 1R4 BARS Ca 12 E / \ 17' t'TO 18'-0' 22',<' N0 8 4'- 0' 29'3' No 6 .'-6" �. - BOTH WAYS �- o' z •q UNDISTURBED EARTH _- �- / ', \I NO MINIMUM --- -- --- •4 Bags C�' ,2 M Y � N COLUMN � BOTH WAYS ,p Z W WIDTH 2 X T t casE 2 Q SUPPORT BEAM 1 / OUTSIDE OF PIPE BELL � � CONCRETE WALL CONCRETE- � --'- (MIN. 2'•0-) ExrsnNa coNDl}tr �-'-`� NOTES: xlSTING � p •4(412• MAX., BOTH -' / t. THE SUPPORTING WALL SHALT HAVE A 12" MiN.- 4 1- _ 3'-0' WAYS (MAY BE OMITTED 4q COMPRESSIBLE BLANKET ONDUIT TO FIRM BEARING ON THE SUBGRADF AND F FOR )8" DIA OR LESS) E SUPPORTED MIN. BEARING SHALL BE R.C. BOX CONDUIT (FOR EXISTING PIPES CROSSED OVER BY A NEW BOX OR ARCH) - - -• . o.s O.D. OF PIPE - . •�p AGAINST THF SIDES OF THE cxcnvAT10N. PIPE CONDUIT SECTION F-F NOTES: t.3D-2' 2. ANY CONDUIT PASSING THROUGH THE •4�{2' MAX.. MIN 6' WALL SHALL HAVE 2-INCH CLEARANCE BOTH WAYS FROM THE WALL. NOTES ROUGHENED I. COMPRESSIBLE BLANKET IS REQUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING � _ 3. 4-INCH DIA. OPENINGS THROUGH THE PIPE AND THE BOTTOM OF THE CROSSING CONDUIT (BOX OR ARCH) IS LESS THN 18-. CONDUIT THROUGH '• �. OPT CONST WALL + D p� i . WALL AT 2 FT O.C. HORIZONTALLY AND 1. SPAN 'S'SHALL BE MAXIMUM 18 FT. FOR EARTH COVER 8 FT OR LESS. 12 FT. FOR EARTH COVER 18 FT. OR LESS, AND 16 FT. �y SURFACE F� -J col1 D FOR OVER 16 FT. EARTH COVER. JOINT 1 I h E AT 5 FT. P.C. -VENT NE SHALL BE PRO- 2. ALL CONCRETE SHALL BE 560 8-3250. 2. THE BLANKET SHALL EXTEND LONGITUDINALLY FOR THE FULL CROSSING CONDUIT TRENCH WIDTH. i} TYPE 'A" ° TYPE 'B" V1DED TO PREVENT UNEQUAL PRESSURE f / UI RESULTING FROM JETTED BACKFILL 3 WHEN THE PIPE TO BE SUPPORTED CROSSES THE TRENCH ON A SKEW ANGLE, THE WALL OR BEAM WHICH SUPPORTS THE 2 WALL SECTION COLUMN SHALL BE CONSTRUCTED AT RIGHT ANGLE TO THE TRENCH. N 4. IF SUPPORTED PIPE IS BEDDED IN CON- 4. SUPPORT SYSTEM MAY BE USED OVER CAST-IN-PUCE STRUCTURES. CRETE MINIMUM THICKNESS OF WALL 5. BACKFILL ABOVE THE SUPPORT BEAM SHALL NOT BE PLACED UNTIL 72 HOURS AFTER THE SUPPORT iS POURED. - �� SHALL EQUAL BEDDING WIDTH. 6. REINFORCED CONCRETE BEAM DIMENSIONED AND REINFORCED PER TABLE UNDER CASE 1. ! f 5. BRICK WITH MORTAR JOINTS MAY BE 14' DIA OPENINGS USED IN LiEU OF CONCRETE FOR WALLS _ UP TO 5 FT. IN HEIGHT OR LFNGTH GENERAL NOTES SECTION A-A ABANDONMENT pSEA L / 1. 'S' IS THE SPAN OF THE PiPE SUPPORT MEASURED ALONG ITS CENTERLINE. FOR RCP INLET 2. '8' IS THE LENGTH OF BEARING OF THE SUPPORT AGAINST UNDISTURBED EARTH MEASURED ALONG THE PiPE CENTERLINE. 3. CASE 2 SHALL BE USED FOR PARTIAL CROSSINGS, EXCEPT THAT WHERE THE DISTANCE FROM A SEWER CHIMNEY TO UN- DISTURBED EARTH IS 18 INCHES OR LESS. THE TRENCH BACKFILL MAY BE DENSiFIED TO 18 INCHES ABOVE A HOUSE AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER CONNECTION SEWER AND THEN RE-EXCAVATED FOR THE PIPE INSTALLATION 4. ANY SEWER OR STORM DRAIN EXPOSFD OR PARTIALLY EXPOSED IN A TUNNEL EXCAVATION SHALL BE SUPPORTED WITH A WALL, CASE 2, PROMUL°ATE09YTF#ApN'A�C � �µ AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER 5. IF BEDDING IS REMOVED FROM THE EXISTING PIPE THAT WILL REMAIN iN PLACE, THE PIPE SHALL BE EMBEDDED WITH DONT 000PERATIVE coww-m BLANKET PROTECTION FOR PIPES 225-0 CONCRETE AT NO EXTRA COST TO THE AGENCY. tom' STANDARD PLAN 6. UNLESS OTHERWISE INDICATED, CONCRETE SHALL BE CUSS 420-C-2000 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER "�"�"STANDARD fiECIfiCAT10MS FOR PUBLIC"�19 CONSTRUCTION ",�'�' "�„OATEDBYT}IEAPWA-AGC SUPPORTS FOR CONDUITS ACROSS TRENCHES X*" COOPERATIVE COMINTTEE AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STAND*"PI AN ABANDONMENT SEALS STANDARD PLAN 2240 N OWILGATED BY THE APWA-AGC 1�, 224-0 JOW CaOPERA7M COMWTTEE FOR MANHOLES AND INLETS 381 -0 USE wiTN STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET,of 2 SUPPORTS FOR CONDUITS ACROSS TRENCHES 102 SHEET 2 OF 2 USE WirM STANDARD SPECIFiCAT*N3 FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 ' vr-A i L L) 1 UI-i✓ Ur ii-AI v5 b OF PE�OJE�E�� PROPOSED TRANSITION ST 2 - 48'd RCPs o ��o t1Gj1 P?PE FE STRUCTURE EX/STING JUNCTION I I Z (R g6 `[I P IJP I?' STRUCTURE Amo �y pl 0F0' 0 ,15®12' 0.C. I I VOTE.- 2-15' GSI� P ,ls®1r I I P s E I 14 °REo'O S�F��� ° ° ° - - - - - - - EX/S/TNG 54'0 P/PE FROM 15 1Q�O ° ° I Sto 1*23.24 to Sta 1*27.24 �� I _ AND EXISTING CHANNEL INLET S - 000 9' 1 i I AND FLAP GATE STRUCTURE j5®fr r'cz \ m o roar'r0 ,{5®6• o.c. I rRANsmON J I I DOWEL TR4Ns/T/ON I I TO REMAIN AND BE PROTECTED STRUCTURE �_ ��o I STRUCTURE STEEL INTO t 56 2¢ ° ° ° S Q_ 0091 �p�� ' h 54' EXISTING CHANNEL WALL I /N PLACE 9� _2 _ j ( I g3 REMOVE , 4 RCPs ° ° ° 1000. I I REPLACE EXIST. CURVE TABLE m DRIVEWAY APPROACH 8 - 5®1r \ AS REOUIRED i 4 1 - 1491r 4®18' `f � \ \ �\ 1� \ • 48'd RCP a a 48'0 RCP ,f4®18' 0.C. EX/STING - O R L T 0 - - - Pn • • •°• TR A151TTON /5®12' 0.C. 54' RCP - A 23'12'17' 45.00' 18.22' 9.24' REPLACE E�S \ ` ° c � STRUCTURE � ° G RIMER ROCK \ 2 \\ a 2-15 ,14®18' a B 22'14145' 45.00' 17.47 8.85' IN-KIND o \ / SECTION A-A a 5®1r EF �/ �o \ 13 \ � O N N h or ,17®lr E.F. `15®lr 0 0 � 2*61.47 BC/ 4 0G � 1*5s 4 � \ \ _ S 20 ` \ Not to Sc8/e �, �W B Sta 0*60.00 SD Line 'A-1 P► 0 Begin 48'0 ° \ \ 0 14 p PERCOAST hUCT STREETI MPROVEW NTtE ACCESS 54'd RCP t° o o y = Sta 715*JI.98 Cucamonga Creek G O RCP ._ _ _ ,. N 2 ' E _ \ 15 PLANS, DWG No. 1628 • < `' 0 +78.94 EC *4 t -- - < A'�r �� 3f22.5-T 4 G � -Z __,_ °��s-F\ - -- Begin 6 d RCP A � 40 DETA/L A - - Transit/on Structure "A " 24 1 )�_�� _. (101 -- SEC T/ON BSB 6 �O/✓✓E� FK'i✓✓:'E S;SRM DRq//✓S GER OR 98-/E Not to scole CITY Not to SCB/e DESCRIPTION OF REVISION DATE F \\ \ o �\ \t\t. tt APPROVED NOTE- SPRINKLERS EX/S/TNG /RR/GAT/ON SYSTEM, ` o24 -v F o \ \ 2° B(sp) AND PIPE, U \ n CONSMUCT/ON 17FMS CITY OF RANCHO CUCAMONGA TO BE REMOVED AND REMOVE REPLACE EXISTING PROTECT EXISTING \ Rl REPLACED AS REWIRED BY / / DRIVEWAY APPROACH n 13 ALDER TREES WITH A SPECIMEN O /N PLACE \ \ N \ TREE SUBJECT TO APPROVAL 1 CONSTRUCT 66-INCH RCP, D-LOAD AND LENGTH AS INDICATED ON PLANS STORM DRAIN IMPROVEMENT PLAN THE S,B.C.F.C.D. \ \ \�\ BY THE S B.C.F.C.D. CONSTRUCT 24-INCH RCP, D-LOAD AND LENGTH AS INDICATED ON PLANS r 2+99.36 \ (PRIVA i J F T } OR TRACT No. 15727 1 \ � 12 CONSTRUCT JUNCTION STRUCTURE No. 2 PER STANDARD PLAN 331, OF INE CITY OF \ ,� CP O End 48' R RG REMOI�E & REPLACE EX/SLING \ \ 'A �� � CUCAMONGA STANDARD PLANS. O• PINE TREES WITH A SPEC/MEN \\ \ \, N o \\ VAL UES for A, B, and C AS INDICATED ON PLANS. 6 STANDARD PLANS .+ TREE SUBJECT TO APPROVAL o \\ CONSTRUCT NEW DRNEWAY f Ess \ z R S APPROACH PER 4th STREET Q � � 13 CONSTRUCT CONCRETE COLLAR PER STANDARD PLAN 329 OF THE CITY OF RANCHO ((������ BY THE S B.C.F.C.D. "'W R� FOR PUBLIC WORKS CONSTRUCTION \\ \ `v \Z+ `�\ IMPROVEMENT PLANS, DWG. CUCAMONGA STANDARD PLANS. t��t� W 1 L B UR \\ No. 1628 CONSTRUCT SUPPORTS FOR CONDUITS ACROSS TRENCHES PER STANDARD PLAN 224-0, 6 �� C D�, APPROVED BY: % DATE Sta Ex 24' RCP \ \ z po cA \\ OF THE STANDARD PLANS FOR PURL lC WORKS CONSTRUCTION. S AND B PER PLAN. CD _ / ��{� (i R.C.E� ` 2495-3 1*27.24 JOIN \\ \ u, �o �+, CITY ENGINEER ✓ 6 \ Cl) \\ (SEE SHEET 13A FOR DETA/L� k 4S5 z JOIN Ex 54' INLET \ `k RECOMMENDED / SEE DETAIL A, SHEET 13A \\ �� r. \\ 15 CONSTRUCT BLANKET PROTECT/ON FOR PIPES 225-0, OF THE STANDARD PLANS * "IExp. 3/31/00 * DESIGN PREPARED IN THE OFFICE OF ? FOR PUBLIC WORKS CONSTRUCT/ON. (SEE SHEET 13A FOR DETAIL) L.A.C. LOCKMAN & ASSOCIATES f� \Q CONSULTING ENGINWERS AND PLANNERS -L(� \\ \\ ZO SAW CUT AND REMOVE EXIS77NG AC PAVEMENT, CURB AND GUTTER, AND SIDEWALK. ql CiV1\- �� OWN 10281-A TRADEMARK ST. RANCHO CUCAMONGA, CA. SH ET OF 6 REPLA\\ PER CITY Of-OF R4NCH0 CUCAMONGA E- ALL REMOVAIS IN KIND OSTANDAROTHE I PECANS�03F 04 AND 120/NEER � OF CA�\`O TEL (909) 944-6988 FAX (909) 948-8508 D.L.M. y 13A 13 DETA/L B \\ \ �� \\\ 24 CONSTRUCT 48-INCH RCP, D-LOAD AND LENGTH AS INDICATED ON PLANS CHK. BY: ��• sr= moi- DWG. NO. 12 CHARLES W. LOCKMAN R.C.E. 42485 C.W.L. DATE AUG 1998 FILE No. 95-3438 1628-D PROJECT SHEET No. 1314 OF 71