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HomeMy WebLinkAbout1974 Yiw GENERAL NOTES - CITY OF RANCHO CUCAMONGA STREET, STORM DRAIN, 'TRAFFIC CONTROL, AND INTERIM STRIPING IMPROVEMENT PLAN 1. ALL WORK SHALL. BE DONE W ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CLOMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS wp�p AYFJ�K/E CO - EDITION, INCLUDINGANN SUPPLEMENTSAMENDMENTS. COSW1ll. FAMILIAR WITH AND SHALL. BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPI�F�7NS. 9 y 7 yICTpR1A PAW UWE 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER { METERS, VALVES. FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE >w� toy. SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO RW COST TO THE CITY OF RANCHO CUCAMONGA. PHASE I s� NORTH CONSTRUCTION 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. COMMUNITY FACILITIES DISTRICT 2003mOlB rlo►ro� � 41 1 s FOOTHILL BOULEVARD 4. A PERMIT SHALL. BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, mtuA sflw ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY IN THE CITY OF RANCHO CUCAMONGA CITY OF RANCHO CUCAMONGA CASEMENT OR RIGHT-OF-WAY. 5 SHALL BEALL ESTAKES SHALL BE SET BY THE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POOR INTS EWIITTHIN PAVING FOOTKOF SUB- PROJECT p vrcrolt� rvaoEm GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES SITE MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL. CURVE AREAS. 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS. OR FoorH eoumw CROSSINGS SH',LL. BE CONSTRUCTED PRIOR TO PAVING. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL... COMPACTING viCUrY MAP ORIGINAL. GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL UUM ""5E COAWRWMV CONTENT AND GRADATION OF ASPHALT PAYING. N10 OF g FOOTHILL BLVD. OX I�.Y 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE VICTORIA GARDENS MALL PARCEL�J L7� YYY�� Y V®• 15716 ROCHESTER CITY ENGINE ST ALL TESTS EN DETERMINATIONS COMPLETED TO VERIFY: R-VALUE. r SIEVE ANALYSES AND SAND EQUIVALENT OF AGGREGATE BASE. ROCHESTER r 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN BL VD. I TO DETERMINE STRUCTURAL SECTIONS do VERIFIED PRIOR PAVING. ! EDISON S CD f EDISON ! � CORRIDOR CORRIDOR � 3 MONE AVE 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY I i _ MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE 1 \ j LAT. A-34V�' /'2//ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE ` LAT. 'A-34N'GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL -. _17 1 I 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED IAT. 'A-34' BY THE E.PA FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE ------------------ - ---- -------- - - - ------`� -- ---- ----- ------ -------- - ----------- - --- -- _-- _ - MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. - - ----- -�� 51 F40TH1 ;BLVD. (ROUTE 66�_ _ �- - 13. ESTIMATE OF Ql14NT1TiES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF � � , -- - ��__________�_— ---____ _ THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF f 1 CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY l' i 4 THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE DAY CREEK 1 CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT EACHINTERSECTION. DAY GREEjq � BLVD. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL. BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 17. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL. NOT BE z PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UN- INDEX MAP 0 ACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATIS- FACTION OF THE CITY ENGINEER.- ME : 1 -200' U. UTLITY CONTACT r 21,rVA CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. SAN GABRIEI< VALLEY MUNICIPAL. WATER DISTRICT (818) 969-7911 MR. BOB STAL.LINGS € FOR BASE UNE ROAD CONSTRUCTION " GENERAL TELEPHONE 1-800-483-3004 A►Ta7uATu SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES. xT�..r LEGEND 216 N. EUCLID AVENUE1-800-427-2000 COMM. FOOTHILL. BLVD. ONTARIO, CA 91762 RANCHO CUCAMONGA VALLEY WATER DISTRICTC U CA NIU N GA (909) 987-2591 9 DENOTES STREET PLAN SHEET NUMBER 9641 SAN BERNARDINO ROAD 3 RANCHO CUCAMONGA, CA 91730 ac ;��►, r, a 10 DENOTES STORM DRAM PLAN SHEET NUMBER Z METROPOLITAN WATER DISTRICT (909) 593-7474r.►0sT;�a.Gj.n < 700 N. MORl1N0 AVENUE } 0 DENOTES PROPOSED STREET LIGM LA VERNE CA 91750 51 Elf ti � ,=F.E5t7.t5`,r4.t7 COMCAST909) 983-9895 s Ccw-A"tIE KOLL DENOTES OWING STREET LIGHTS 1205 DUPONT STREET (PORTION OF RFD HILL) 413W + = CoCUI KU ONTARIO, CA 91762 -f # a5[rA �cL1S�sLu MARKS CABLEYlSION 909 987-6275 : 133'g' i 6- DENOTES STREET NAME SIGN 10808 FOOTHILL BLVD. 120 (909) 880-0222 ± _ E ..LLr,e Ft RANCHO CUCAMONGA, CA 91730 F' rSiT; ?.AL COLOR DENOTES TRA" SIGN w ALL.'METAL SURFACES SHALL EE N TO%"ICH ;y;slVt K,:6�'k'Y e T"rrOx, l Lv CLEANED, D. �4 WIOTES STRIPING PLAN SHEET NUMM- A N>'.Y."vt£R SHALL BE.ViL!£D 1�°-�•' � 16 DENOTES O(ISTINQ SURVEY MONUMENTS co PRIVATE ENGINEER'S NOTICE TO CONTRACTOR SEit;t?E>�+I<FbvtsH cc�Ar ,S �' EXISTING SURVEY �AONUMFSITATION O F LLLT:TRCiSTAT1CAlLYF'L:Ev. 15' I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED BY Q THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES fAa-XATx)N TO aEGiN THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE ` BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON AF I ER 2;1CLIPT Of DESCRIBED AS FOLLOWS: THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS APPROVED URAVViNG :'CELE TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON eFrss srct.u:� 17 FOUND BRASS DISK DOWN 0.2'. STAMPED AS SHOWN PER C.S F.B. 004015-001381; AND PER P.M. N0. Qf ESS/ THESE PLANS. —_—T P B ,92 3-I . QR o CITY OF RANCHO CUCAMONGA M /9 00 ACCEPTED AS SECTION CORNER APPROVED BY �,( C. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED I' STREET STORM DRAIN TRAFFIC CONTROL AND TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL. EMPLOYEES ARE FOUND 2" I.P. TAGGED 'LS 3419'. DOWN 1AY. PER N0. 15641, P.M.B. 192/93-100; AND �- �' PROVIDED A SAFE PLACE TO WORK AND THE PUBPC IS PROTECTED. ALL CONTRACTORS _kA 47/51-55. ACCEPTED AS SOUTHWESTERLY CORNER No. 15641. N `" No. 20596 m INTERIM STRIPING IMPROVEMENT PLAN REGULATIONS" OFAND TTHE U.ORS S.LDEPARTME.NTL COMPLY IOF INDUSTRIAL RELATIONSTH THE OCCUPATIONAL wCONSTRUCTION TRUCTIONAND � ���' "" � .` c� Fxp. 9-30-05 � SOLD TO. . _ FOOTHILL BOULEVARD _ - CrsTa3 �..�Gr:t:ts *9l CIVIL \P* Ai T,� 't C,0t 1 i��f;6rx_4 THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S 'R '�"J.P►tCH POLE DATE 2-17-0.4 F CF CALF TITLE SHEET - PHASE 1 (NORTH) AND SUBCONTRACTOR'S COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH SCALE,.,3is V _ REGULATIONS' OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS 'CONSTRUCTION _ ..._.. ._._. _— _ . .v. STANLEY C. E RCE NO. N96 IZ O STE"d COMMUNITY FACILITIES DISTRICT 2003-018 CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETEsoulHc6AVUGH lvGSOESIGN :7324CA.'dNQINOCAPISTPAW11s22s tACuvAf19QVL..CA9267? TEL949-367-1731 FAX049-367-1739 APPROVED BY � DATE: ?�14 RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF CITY E N G I N E E RCE N 0 24953 O THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS 0 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING ca HOURS; AND THAT THE CONTRACTOR SHALL. DEFEND, INDEMNIFY AND HOLD THE OWNER FOOTHLL BOULEVARD. STREET LIGHT DETAIL U f OF RANCHO CUCAMONGA DESIGN A 0 A S 2 17320/e&isAra RE C MM DED AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN BENCHMARK NO. 10051, ELEV.: 1300.686 CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE R C• 9 0 l;.c r �350 92AI4 NEGLIGENCE OF THE OWNER OR ENGINEER. SET 2' BRASS DISK IN CONC. CURB DRAWN Vaci949-251-11821 STAMPED 'CITY OF RANCHO CUCAMONGA BM sctlu.t: FA* 949-251-0516 EET 10051 1987' AT THE NORTHWEST CORNER OF D.L. PLA ins INo1NI/ls sumvsnoss 1 OF 5 BASE LINE ROAD AND SWANSON PLACE: 0.25 MILES WEST OF ETIWANDA AVENUE, AT CHECKED20598 DRAWING NO. 0 FDESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH SCMmmmi RCE NO �p711 APPROVED: OF CURB RETURN. DATE 2,? -4� FILE NO - LL k\46608\IMPIANS\PHASE-1\SIP01.dw9 2/16/04 PROJECT SHEET NO. —I OF t� k i CONSTRUCTION NOTES STREET IMPROVEMENTS N'LY S'LY �1 -- CONSTRUCT g' AC OVER 6r AB R/W 120, R/W (D— CONSTRUCT A2-8 CURB & GUTTER PER CITY STD. PL 104 Q3 --- CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103. 13' 47' TO 65' 60' SAWCUT EXIST. AC. PAVEMENT Q8 --- CONSTRUCT DRIVE APPROACH & SIDEWALK TYPE PC' PER CITY STD. PL 101 M 13 INSTALL STREET LIGHT PER CITY STD. AND DETAIL SHT. NO. 1 0_5' 6' 6.5' VARIES 3' MIN. I PAID FOR BY CITY AND INSTALLED BY CONTRACTOR. (6' MAST ARM) EXIST. GROUND 0, TO 22't FUTURE INSTALL STREET LIGHT PER CITY STD. AND DETAIL SHT. NO. 1 MEDIAN CURB _ FUTURE PAID FOR BY CITY AND INSTALLED BY CONTRACTOR. (8' MAST ARM) 21 MEDIAN CURB -` f EXIST. GROUND 19 REMOVE EXIST. AC PAVEMENT _ FEATHER TO JOIN EXIST. AC PAVEMENT SMOOTH °1• * A a - - _ _r 1, Ql--- GRID EXIST. A.C. PAVEMENT TO LIMITS SHOWN ON PLAN (0.10' MIN. THICKNESS FOR I3' MIN. WIDTH AC OVERLAY) DETAIL HEREON EXISTING PAVEMENT TO REMAIN " ' _'� ��--- REMOVE EXIST. CURB & GUTTER 2 �5(•�Q• EXISTING STRIPING TO REMAIN * ®--- CONSTRUCT BUS BAY OR BUS BAY RIGHT TURN DETAIL PER CITY STD. PL 119 FUTURE WIDENING 4 RAISE STORM DRAIN MANHOLE TO GRADE I Q5--• FOOTHILL BOULEVARD INSTALL HYDRANT MARKER PER CITY STD. PL 134 I STA. 89+66t TO STA. 91+30± STORM DRAIN IMPROVEMENTS I TI= 1 1.0, R= 750--- CONSTRUCT 3d' RCP (D LOAD PER PROFILE). ? --- CONSTRUCT 24' RCP (D LOAD PER PROFILE) I --- CONSTRUCT MANHOLE NO. 1 PER CITY STD. PL 318 PHASE / NORTH OF FUTURE - PHASE CONSTRUCTION 41 PLUG END WITH BRICK & MORTAR PER DETAIL ON SHT. 4 CON3TRUCT/ON I I * SEE EXISTING STRIPING NOTES ON SHEET 5. I EXIST. S'LY R/W 139' R/W IVARIES It VARIES 79' 60' I � 3' � MIN. -IMEDiAN --FUTURE 1 1 � CURB EXIST. GROUND 10�• M1N• _ - 2% , EXIST. GROUND e 15j• E p. EXISTING PAVEMENT TO REMAIN * ` NOTE ON SIDEWALK EXISTING STRIPING TO REMAIN SEE PLAN FOR LOCATIONS FUTURE WIDENING Z O FOOTHILL BOULEVARD STA. 94+50f TO STA. 99+31f V TI= 11.0, R= 75 O _ U 3' MIN. AC OVERLAY GRIND EXIST. AC PAVEMENT FOR 0.10' MIN. AC OVERLAY O _--i Z v L� I`EXISTING AC PAVEMENT IT TO R£MA/N AC OVELAY DETAIL N.T.S. 0 M O N CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLANS FOR Q,�pf ESS/0 <ti FOOTHILL BOULEVARD 3 No. 20596 ^ m COMMUNITY FACILITIES DISTRICT 2003-1B > �* Exp. 9-30-05 *� TYPICAL SECTIONS civic glFCF cht\F APPROVED BY : DATE:. CITY ENGINEER / RCE NO 24953 CITY OF RANCHO CUCAMONGA DESIGN toss 17320 ROM Ava RE MM NDED m ' BENCHMARK NO. 10051, ELEV.: 1300.686 R.C. 0 0 r 1 c r t.,ma a 92614 SET 2' BRASS DISK IN CONC. CURB1 Vacs 949-251-8821 STAMPED 'CITY OF RANCHO CUCAMONGA BM DRAWN sero►.: eA16 99-251-051• SffEET 10051 1987" AT THE NORTHWEST CORNER OF D.L. PLAN IRs INOINi[tf suavlross 2 OF 5 BASE LINE ROAD AND SWANSON PLACE 0.25 CITY MILES WEST OF ETIWANDA AVENUE, AT CHECKED �CE NO 20596 DRAWING NO. Q DESCRIPTION OF REVISION DATE APPROYED: OFU URB RETURN THERLY END F CATCH BASIN 2 FT. NORTH S.C.M. DATE FILE NO ---�9T LL ' - _ 1:\46608\IMPLANS\PHASE-1\SIP02.dwg 2/17/04 PROJECT SHEET NO. OF i .......... f----------- L L �7 00 re/p, 4 MpLy- Ulr r 12-0 5,� 1-2C 0 Tc IAAr--T Q3- l_f7) -_+ + F 'TH fd IXT —N t 1'71 777 t205 +N 7= R=0, A- 17 f I f t f 49 94 PL-AN 8CAL8 96 97 98 89 90 91 92 93 1"=40' r �r) �0 I P Cuc AlIVIONG 'A r rj 22 2 .0 US W 64SEMENT UA"R J000 SEPW8. , ; 3 < z < EDIS& CORRIDOR WSTMA(EN. 0 -j r 7 -1. 1 - ---------- ---------- c A EU41kq v "PER CFD 2-0-01-018-11, IME 4 PRO (DS44CUT ------ 57RIPP 'A -T -F r7— d- - -- - - I z T- 2 2 Dw,,a, 93 1 94 -—-—-—-—-—--- 8955-bl W 5298.1 V LA N 2--- ------ UlSr TRIPING TO AT" . ............. EX1r 6' RCP M IORY 0%N ------------- E SHr DAV. A10. 14188 SE 17 OF 66 -4 EP i2C ———--— ———— 5 - —------------ —A———————— -------- ?00, 2 05TING R, W 4 -NOTE Exarm ikkom7b kmw 0 co 0 120j 0 __0 r DA Y CREEK BOULEVARD cm FOOTHILL BOULEVARD 2.29 LEGEND CITY OF RANCHO CUCAMONGA Q-C) DENOTES EXIST. SURVEY MONUMENTS. SEE SHEET I STREET IMPROVEMENT- PLANS FOR FOR DESCRIPTION PAVING. ESS/0, CONSTRUCTION NOTES SCALE l"=40" C. FOOTHILL BOULEVARD GRIND EXIST. AC PAVEMENT FOR COMMUNITY FACILITIES CONSTRUCT er AC OVER er AB. FEATHER TO JOIN EXIST. AC PAVEMENT SMOOTH No. 20596 > CONSTRUCT A2-8 CURB & GUTTER PER CITY STD. PL 104 GRID EXIST. A.C. PAVEMENT TO LIMITS SHOWN ON PLAN (0.1(Y MIN. THICKNESS FOR 0.10' MIN. AC OVERLAY. Exp. 9-30-05 Y MIN. WIDTH AC OVERLAY) DETAJL ON SHEET 2 CONSTRUCT CONCRETE SIDEWAV PER CITY STD. PL 103. REMOVE EXIST. CURB & GUTTER CF- APPROVED BY DATE: SAWCUT EXIST. AC. PAVEMENT ky 1 9�3 CONSTRUCT BUS BAY OR BUS BAY RIGHT TURN DETAIL PER CITY STD. PL 119 CITY ENGINEER RCE 24 �- /w w CONSTRUCT DRIVE APPROACH & SIDEWM TYPE PC' PER CITY STD. PL 101 RAISE STORM DRAIN MANHOLE TO GM GA DESIGN dolso 17320 UdW Am RE DED INSTALL STREET LIGHT PER CITY STD. MD DETAIL SHT. NO. i R L T CITY OF RANCHO CUCAMON R.C. Suill 350 PAID FOR BY CITY AND INSTALLED BY CONTRACTM (6- MAST ARM) INSTALL HYDRANT MARKER PER CITY STD. PL 134 BENCHMARK NO. 10051, ELEV.: 1300.686 a 0 K I c 14 lrvbl%CA 92A14 20- 00 , 30.81 19 , 41 ' SET Z BRASS DISK IN CONC. CURB Vaks;949-251-8821 (9 INSTALL STREET LIGHT PER CITY STD. AND DETAIL SHT. NO. 1 32- 02, 2 0 . 61 ' STAMPED 'CITY OF RANCHO CUCAMONGA BM DRAWN ScmuLls FAM 949-2.51-0316 SO'ET PAID FOR BY CITY AND INSTALLED BY CONTRACTOR. (8- MAST ARM) c 88010,26, 20, 00, 30. 78, 19 . 37 ' 10051 198r AT THE NORTHWEST CORNER OF D.L. PLAN 25 IN01milas SURVIYORS 3 OF REMOVE EXIST. AC PAVEMENT 91 *49':3211 20, 00 ' 1 :32. 05' 20 .65 ' 1 BASE LINE ROAD AND SWANSON PLACE 0.25 0 MILES WEST OF ETIWANDA AVENUE, AT DRAWING NO. 20-46'39' 1 84 . 57 ' 1 30.67 ' 1 15 -- -V/%*VqC E No 20,596 50 ;_j DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. 04 FILE NO — IAPPROYED'. OF CURB RETURN. DATE 1.\46W8\IMPLANS\PHASE-I\SIP03.DWG 2/17/04 PROJECT SHEET NO. OF GENERAL NOTES - CITY OF RANCHO CUCAMONQA STREET, 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CITY OF RANCHO STORM DRAIN, TRAFFIC CONTROL, SND INTERIM STRIPING IMPROVEMENT PLAN CUCAMONGA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORK H1piL14PED AVENUE CONSTRUCTION - RREN EDITIO , INCLUD SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHAL BE FAMILIAR WITH AND SHALL. BE RESPONSIBLE FOR ADHERENCE TO THESE STAN AND�PErrCIFICATIONS ► T P^ NORTH CONSTRUCTION A6 -A 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMIT'S OR W ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE r� � RW SHALL BE REMOVED, REPTACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO FOOTHILL BOULEVARD COST TO THE CITY OF RANCHO CUCAMONGA. PHASE 11wn 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL. BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES � � 1 RESULTIG DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. COMMUNITY FACILITIES DISTRICT 2003mOlB ra sau �x s 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, sir ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTTzucTlorl WITHIN ANY IN TIE CITY OF RANCHO CUCAMONGA CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKESp PROJECT WC SHALL BE SET AT Al HINGE POINTS, EDGE OF PAVEMENT POINT'S W(THIN 0.01 FOOT OF SITE SUB- GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES SS MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 6. ALL SEWER, WATER, ELECTRIC, GAS. PHONE OR OTHER UTILITY LATERALS, MAINS, OR . twm eoixLvnRv CROSSINGS SHALL. BE CONSTRUCTED PRIOR TO PAVING. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BAGKFKL COMPACTING Vic MAP ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL. BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. S. AT THE COMPLETION OF PAYING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL CONTENT AND GRADATION OF ASPHALT PAVING. 9. PRIOR TO INSTALLATION OF ANY PAVING. A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE LUT3 -PHASE / COAWffXMV 10. PAVING SHAT BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN # N10 OF 12 FOOD 8.W. OAL Y f TO DETERMINE STRUCTURAL. SECTIONS do VERIFIED PRIOR PAYING. 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY PREPARED ESRFlFlD�HPROTRUDE ABBOV SUB GRADE AND Al DS OR DEPRESSIONSSHALL LLEWITHNEROCHESTER GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL BL VD1 , , EDISON S�F,CD EDISON � � r• s��� f ���/ ONET AVB 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERL NT REGISTERED ! CORRIDOR CORRIDOR M co BY THE E.PA FOR USE UNDER AC. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE i i _ LAT. 'A-3,1 CB #36 LA X35 MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. I ? "A-34" LAT. A-41 LAT. A-39r ! ! v IAT. —� ,»- CB J34t i i i 3 ESTIMATE OF QUANTITIES PROVIDED THE ONLY FOR THE CONVENIENCE OF ------ THE •-�°�-: ._--_. _ ._ _°-~�_-____ __.- DEVELOPER, THE CONTRACTOR SHALL. MAKE HIS OWN DETERMINATION OF '~' __ - -- _ - - _-- = \ T CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY — IAT. -� UNE �� LAT. 'A-38" 18 THESE PIANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE ------ --------------_-- - --- � ------ -------- 'A- - ------- --- -"'---- ---- - �= CONSIDERED AS INCLUDED IN 111E OTHER ITEMS OF WORK. r `< _ ___ LAT. -3� B — — --------- FOOT LVD (ROUTE 66 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT EACH INTERSECTION. CB r 32 I CB 133 � \ f 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR ' t DAY CREEK I IAT. A-35 I , THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON CHANNEL 4 ,f REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL 1; L DAY CREE l i , r r t tl j1 BLVD. 16. WORK SITE AND EXTERIOR STREETS SHALL BE W A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 17. THE FINAL. OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED ALL ON-SITE IMPROVEMENTS WMUOIG ALL GRADING HAVE BEEN COMPLETED, AND ALL UN- ACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATIS- FACTION OF THE CITY EGINEER. "��-__--�-� �. _ _._____ ._ C V UTLJTY CONTACT 2 Ve U:k , CONTACT ALL UTILITY COMPANIES AS REQUIRED. 48 HOURS PRIOR TO EXCAVATION. INDEX MAP BRICKS AND MORTAR ,. , � CONSTRUCTION TO SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 „w r-Fa ._.____.___-__. _ SCALE : 1 X200' COVER PIPE OPENING. MR. BOB BEATINGS Z FOR BASE LINE ROAD CONSTRUCTION /0 GENERAL. TELEPHONE 1-800-483-3000 I . " BRICK LEGEND kti+stut�'Yrtl�7.Eu SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES PAPURE 216 N. EUCLID AVENUE 1-800-427-2000 COMM. FOOTHILL BLVD. zr ��c10 U.,Ulri RCP. D►A. PER PIAN ONTARIO, CA 91762 RANCHO CUCAMONGA YAW WATER DISTRICT (909) 987-2591 CUCAMUNGA 9 DENOTES STREET PLAN SHEET NUMBER 9641 SAN BERNARDINO ROAD EXIST. GROUND RANCHO CUCAMONGA. CA 91730 '�M LWOLN Z s<E As�iy� vto BEDDING MORTAR 10 DENOTES STORM DRAIN PLAN SHEET NUMBER METROPOLITAN WATER DISTRICT (909) 593-7474 i 700 N. MORENO AVENUE t ,-,._ 0 DENOTES PROPOSED STREET LIGHTS LA VERNE, CA 91750 STf+LSCPTETE PLUG DETAIL COMCAST 909) 983-9895 ? z .g�s� � 9 cCn�fi�Tf�cxa 41 DENOTES D(ISm STREET um 1205 DUPONT STREET PORTION OF RED HILL) M ONTARIO, CA 91762 ; srAKx'si AD6L DENOTES STREET NAME SIGN MARKS CABLEVISION 909 987-6275 ._t_.._I. _ ?.LL r.�lE-As 10808 FOOTHILL BLVD. 120 909 880-0222 t ' PA8lS,`AftlEV • _ DENOTES TRAP X SIGN RANCHO CUCAMONGA, CA 91730 Fai is aA�,tCto>� ALL,METAL SURFACES SHALL 6E TU� ARM KA4 'N rHOROLIGHLY CLEANED. 4 DENOTES STRIPM PLAN SHEET NUMBER i A Fr M R SML L.6E.V?LI£D EXISTING SURVEY MONUMENTATION 18 DENOTES EXISTING SURVEY MONUMENTS M Buo,RE BELT xisti cQAr is O PRIVATE ENGINEER'S NOTICE 70 CONTRACTOR ELLCTWSTATKALLYAPPLED. LS' _ I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED BY fncAtx)N tt): EGtN � THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY DIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE (� ' DESCRIBED AS FOLLOWS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES AxIERxtcEIvrc SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE APPROVED ORANNG BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON t�rrssS£tTs(�i Li FOUND t I.P. TAGGED LS 3411 DOWN 1AY. PER P.M. NO. 15641 P.M.B. 192/93-100 AND P.M. NO. �OFESS/ THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS _ 7966, P.M.B. 86/1-3. ACCEPTED AS SE CORNER OF M. NO. 15641. C. "Y� CITY OF RCUCAMONGA TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON APPROVED BY: _ - STREET, STORM DRAIN, TRAFFIC CONTROL. AND No 20596 '^ m INTERIM STRIPING IMPROVEMENT PLAN ' ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED — -- - TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE Exp. 9-�-� 14NF. PROVIDED A SAFE TO ACE TO WORK AND WITH THE OCCUPATIONAL PROTECTED. ANDNT HEALTH S " I 2" DATE 2-3- -04 *`> CIVIL �Q* FOOTHILL BOULEVARD AND REGULATIONS' OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION os a Ta i ' k cASTAL'����t�1,�1 � STANLEY C RCE 20596 F AF CAUi� � 70 M.&TCH POLE TITLE SHEET - PHASE U (NORTH) > SCAN)~.3i5_ .? THE CML ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'SCOMMUNITY FACILITIES DISTRICT 2003-91B AND SUBCONTRACTOR'S COMPLIANCE WITH THE OCCUPATIONAL. SAFETY AND HEALTH - It0STVA REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL. RELATIONS CONSTRUCTION ' S°UTN CAST LIGHTWO a DEW15N 27324 CAl IAO CAPISTPAW.$U1It 223 LAGL JA t"UEL.CA 92677 TIL 949.367-1731 W"9-367-11239 APPROVED BY : DATE: CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE , 4 (1,CITY ENGINEER RCE 24953 THIS RESPONSIBILITY INCLUDING GSNTE CONDITIONS DURING THE SAFETY 0 ALL PERSONS AND PROPERTY;OF CONSTRUCTION ION OF FOOTHLL BOULEVARD. STREET LICIT DETA! DESIGN m ci�r of RANCHO cucaMONca roe:. 17E20ledbilAra REC MENDED Smile 3" REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE UMITED TO NORMAL. WORKING BENCHMARK NO. 10051, ELEV.: 1300.686 R.C. 9aale r k.4w cAvzau QD HOURS. AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER SET t BRASS DISK IN CONC. CURB 1 Yaks 94¢251-892 AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN STAMPED CITY OF RANCHO CUCAMONGA BM DRAWN scru►►s FA% 9aAsst-osu S EET CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE ST CORNER OF NORTHWEST AT THE N7' NEGLIGENCE OF THE OWNER OR ENGINEER. BASE LINE 14051 ]98ROA) AND ORTHWEWANSON PLACE 0.25 D.L. r I A R e s /N o I H!t!s s u e v s r o a s 1 O F 5 MALES WEST OF ETIWANDA AVENUE, AT CHECKED 20596 DRAWING NO. O DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. RCE NO D 1APPROVED: OF CURB RETURN. 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(D CONSTRUCT Cr OVER 6r AB I f I ­ I - r')'� CONSTRUCT A2-8 CURB & CUTTER PER CITY STD. PL 104. 1 1 � , I �l ; i I � . - " \ I w I � I :L I I I � i I i I � I . ­� , I � / ., � t I I � I r - i \ @ CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103. , � I �1 1 1 11 -11 V., __ ____� -'s, t I .- -,T . I I 1, -1 t I I i I - : " � I C RC RD./ ��� \ 6 � - � I � If 7\ V, Q) CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. i � �i I ," f- \ i 11 9 I � � 11 , �)�)71_ -1_.,�,/l -j I '1� I= , I . � ZL_jz�_.a i �--r-y_0 ;!I i �� � � @ INSTALL HYDRANT MARKERS PER CITY STD. PL 134. 1 1 i ,, � : .� � , I I ) I � I � ,� " �, \ L�� 0 � J. s , " * , , ll� - �I 11 I- i I, " , 1'�_1�11' )-)Yr i AL SIONS AT CATCH BASIN PER CITY STD. PL 307 'CAS SHOWNON P . i 1: er I- --i- � I ; 1� '1-11, , I- w E! AS LM -. . I . - - (_G� INSTALL STREET NAME SIGN PER CITY STID. PIL 401-A & 4-01-B. 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CITY OF RANCHO CUCAMONGA 9 � K) 4 A,% ,kv X1% A%% -;;, <n. �� kv c� ,�v , 58- -J.971- - 19, P a 6* 5j ,\A" l,b ;� N � 11 / STREET IMPROVEMENT PLANS FOR - - ;� N 0 . a a .., ,:P* 1__�. -In . 6. ;�>_ z ;ra�l . N . N . 4 � Ess/0� �.2 Q 2 'en, �-Q * -I.v - -V � � ,q C. �Tye FOOTHILL BOULEVARD 1--i � K 1% I'll, M - f DETAIL -w MEDIAN ISLAND- 1<1% . �! ,� I + + I- �� � - - - � . cn - . - - � - - I SCALE 1"=20' . 0596 COMMUNITY FACILITIES DISTRICT 2003-113 = - __ r - I Exp. 9-30-05 m TYPICAL SECTIONS, 66 / I/ . V 1* clivit ,lr / . 4 dl* � � * \1 I I O' %T, . 5i � . 2s 'd NOTE : CAt Y : . 0 *i 'IN � - R . , :� (j> A R L T ( � DATE: %, t � " � . + ui -9 I -.,, a- � � w- � + I CITY ENGINEER ��2 wzw__ RCE No 7-4953 Co % . F-31:111 a � v- � %_ � CON57RWT LOGM DEPRESSM -ay 91 , I 1 4 � I Cl. . � � - . 22'24' 55. 00' 87.71 ' 56. 33 - . 3" * , C-) 5* MRELY PV? THIS PROVECK DESIGN mosso 17320 go"Am n t C) _" 5* 6# 19, 61 (B 7'36' 55- 00, CITY OF RANCHO CUCAMONGA n - - - - - - -) 88-3 RECOMMENDED -p -8 I I- _+�l 021 3. 00, 6.69' 6. 11 ' NO. 10051, ELEV.: 1300.686 - R.C. - m 0 a I c w kvin4(A 92614 SET t BRASS DISK IN CONC. CURB I I Yo;rm 949-251-8411 &, - , -LOCAL DEPRESSION 0 C8 ,j6* LOCk DEPRESSION 0 C8 135 * D 82. 00, 6. 12' 3. 06' STAMPED "CITY OF RANCHO CUCAMONGA BM DRAWN SCMULTZ FAM 949�231-0316 SrIEET E - 82. 00, 6. 00' 3. 00, 10051 1987* AT THE NORTHWEST CORNER OF D.L PLAN as smalmoles suavoyons - , i 25. 00' 1 11 .57 ' 1 5.89, WE UNE ROAD AND SWANSON PLACE 0.25 - 1 2 OF 5 G 6-53'09' 1 200. 00' 1 24. 04 ' 1 12. 03' MILES WEST OF ETIWANDA AVENUE, AT 20596 DRAWING NO. 0 DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH 9 - CE NO ��.m / I __ - - APPROVED: .. f,11po p"ipm - S.C.M. DATE - fit�t4ftrlll No 0 , . I ­ - - 11 _. - ___ - . . LL 1:\46608\IMRMS\PHASE-2\SIP02.dwg 2/16/04 / t PROJECT SHEET NO. 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SEE SHE 3 ST . � I �_ll N i � '�/ SEE SH E i v Q. 4 2 / - sp I I 11 I " / � . �l I 1, 0 __ ,I , 'K. 11 I - ­­­­ _'.1 "­­' � � � \ M�CHQ OMMONCA i % / 10 , I , � ­1� I ,� � 11 I 1-1, '��_j � I W� , � .., "" ­__­­._____----.--' " I ,r,,"", , , I I I—- �, 11 l___" 0 1 1 __­� i I _� I- - " I � I 1 , � �� , lll�,_ "I ,� , �� I ,�, I I / -11 -1 11 �, ­ � " " " / '� '/X, /I I i I& 1� � I � I - i r-, -, I, ,; "" I , " -11 , , I / �, I . , � " "% � . , , I - - - , I � 3 .11" � 11. -� , , � f i , I , " � , , , i I 11 ll� I I _11, I i A,� , r � "I , I I I , , , , , I -- , � I-,--,- -1 �� , , I I / , _�_- / 1,,_'lGL;,_� - f ­_ /'�, v� I./, � _­ I I 1 �� � / � � / " / I---- ,_ -.I- � 1�1 z I , ; p I I I �j , ,,, � � * i � .-.,- I I �,-�,'j­ I 1, � � � I i I -f- -: ,�"",- - I­__ _­- �, �/ TES-EXIST. 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T ri - - ­ I , .,� 11 I I - ,P��* %&a qp CA N , ls�- ­1­­­rr­ ,-'­­,'-r'::-'r:'�_-'r­ 4 � ; r, y r I I i � , N 6 ,�j p 1, I i 11 ; I %Aw I ", 15i NCHO CUCAMONGA � - �_ � It, ` '03 (V -I (�l -!;�3 1_�_ � Cllt\ CITY OF RA 11, , il I (_ � i � - v . - � 1, " � ' � I , I I @ q � � , -,,-,,- , 6 " 1 1 l-, I � A 9 I., I ,_,rl � � �1_ � I I � � . FOOTHILL B I 0 UL E VA"m1w) f__ � I -%� 1, I - i _�1_4 ,�� , � ' ' i 1 7 v IF, 4 1 , ,,, .". '-,, i I I-, �' I � if I - rn % -N, i� _� � STREET IMPROVEMENT PLMS FOR , %-.-,& , \ ! 2 a CONSTRUCTION NOTES . - - - ."V sll� 'R�� S/0 bsi - -j i , �" 0%, IV C FOOTHILL BOULEVARD (D CONSTRUCT (f OVER er AB 1p...,Q% � IB N s o 6 ';'V 5' 6* J.g 60 58 "'r In No �,o - le _* -�p* LOCAL DEPRE5SION C8 M �e -A cli -0 e 0. d - 4--a- G) - ".., -I _. __" . 0, q- 1�s, n R . 'u. - (D CONSTRUCT A2-8 CURB & GUM PER CITY STD. Ft 104 t,& � I m op* n ;q n - _;N0_1 No. ZMIJ6 "' z COMMUNITY FACILITIES *C? � V.: N m @ CONSTRUCT CONCRETE SIDEVALK PER CIlY SM. PL 103. -I ;A 4 LEGEND s� 'd; � ? Exp. 9-30-05 _r," % + I i � * * DISTRICT 2003-113 i+�1 �'� ',,�. 2 :�l CIVIL @ INSTALL HYDRANT MWERS PER CITY STD. R. 11M. - - -_ . GRIND EXISTING AC PAVEMENT FOR - M M � i:,� I- CF CA%_\ . / / , (D CONSTRUCT LOCAL DEPRESSIONS AT CATCH WIN PER CITY STD. - - DATE PL 307 '" AS SHOWN ON PM 6 i '50 24953 - � zd - RCE 6f) " 4 5' 6' 10' C.14\ LOCAL OEPRESSION Ca /33 CITY ENGINEER b)u /f2g�_ - 0 - _­ - I (j) INSTALL STREET LIGHT PER CITY STD. AND MAL SHT. NO. I % . *-**- * (jq� DENOTES EXIST. SURM MONUMENTS. GA DESIGN REUMMENDED - co PAID FOR BY CITY AND INSTALL.ED BY CONTRACTOR. \ I? I CITY OF RANCHO CUCAMON monso 17320 C.0" RIPTION. R.C. 0 suib 350 (D ADJUST SEWER/SD MANHOLE TO GRADE. �s �s �8 �8 �8 BENCHMARK NO. 10051, ELEV.: 1300.686 - a a IE I c a lryino.CAMIA 6w ,I . . SET Z BRASS DISK IN CONC. CURB I I *imm 9491231-8011 - - @ ADJUST WATER VA.VES TO GRADE NOTE 7 � STAMPED 'CITY OF RANCHO CUCAMONGA BM DRAWN I 2 C H 9 1.1 2 FA* 949-Ul-0316 SHEET N NI N+I R I , I A R L T 10051 198r AT THE NORTHWEST CORNER OF D.L. PLAN , as INGINglas suaveyons @ GRIND EYJST. AC PAVEMENT TO LIWTS SHOWN SHOWN ON PLAN. R �#) I- ME UNE ROAD AND SWANSON PLACE 0.25 _ 3 OF (O.I(Y MIN. THICKNESS FOR Y Milt WIDTH OVERLAY) DETAIL SHT. 2 CONSTRUCT CATCH BASIN AND LOCAL DEPRESSIONS 01 91 #221240 53. 00, 87. 71 ' 56-33 PER THIS PHASE. LOCAL DErPRESSION C8 - 53- 00, 01 1 MILES WEST OF ETIWANDA AVENUE, AT — - E NO 20596 DRAWING NO. 0 @ TRENCH REPAIR PER cny STD. PL 120 9[ DESCRIPTION OF REVISION i DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. - as No m 0 - - -__ - 1 _ _ m 1APPROVED: OF CURB RETURN. I - - DATE V 17-04 Fil F NO —-1�_ /2 LL I.\466O8\IMPLms\PHASE-ASP03.DWG 2/16/04 PROJECT SHEET NO. 0 OF - 9 6 i i i __ Iota . -" , - I I , - , I - " I - - I � I -_ f � I I I I I I - - I - , , I t I I I I I I r � 7r, I I I � -1 - -1. I I I f I I i I � - _T I I I I t t I f I I 4 I , I I , � I I I I I __- I , - - rq�-, I I I F I I 1 4 t - , i A p �q �: �,� I i I f , f , I I i I * - __ I I I I � i .4 I .:, i __ - t � i f , I t I i I i I I * I i �_ I I I _ I I T . - &�,i_ [ I � I , _ � ( "_ f" I - v 4 � - . ( I , 10 I t- A I , - . I .Q ., - t qa1cl . I - I iA . v �� � I I . 'I I 1 140A 1 �l - i I . I -1 IM I ril I `�' rl%1`4 1pl�+,4 1 It 1� i 1 c4___j r-f-i ` R I , - - - - ; _7_77 - � - '. _- 7 - __ __ _ _____� �_ , I �4, ._ - , '. - - 1-__.". I - J77 - �-j-'-_:-. - f I , I �w i I I I i I I I I � I I F_� [ I I I i I I I -I _. __ 1 4 - I ( � , I - I I I f I I I I I . I . . . - - 1 1! i I I I : I I I I i : 1 ; I i I ; j � I : : J! I i i I : I I . GENERAL NOTES - CITY OF RANCHO CLICAMONM STREET, STORM DRAIN, TRAFFIC CONTROL, AND INTERIM STRIPING IMPROVEMENT PLAN 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORK HfGt'"AVO" CONSTRUCTIO - EDITIO , INCLUDING ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL FAMILIAR WITH AND SHALL. BE RESPONSIBLE FOR ADHERENCE TO VICTORIA PARR WETHESE STANDARDS AN SPECIFICATIONS. ��If 2. ALL PIPELINES OR SUBS TURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER FOOTHILL BOULEVARD METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY UMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE a Rpgp SWILL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. PHASE III NORTH CONSTRUCTION J. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL. FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. COMMUNITY FACILITIES DISTRICT 2003� 01B ro scu ?Q4 euttEx s>x�r s 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, CITY OFERDEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY IN THE CITY OF RANCH© CUCAMONGA CITY OF RANCHO CUCAMQNGA EASEMENT OR RIGHT-OF-WAY. 5. ALL GRADE STAKES SHAD. BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES P SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB- PROJECT "-- ►� �raoExs GRADE ELEVATION AND AT NOT MARE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES SITE MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTIGVL, CURVE AREAS. eouttvAw 6. ALL SEWER, WATER. ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS. MAWS, OR rwrt+ CROSSINGS SHALL L BE CONSTRUCTED PRIOR TO PAVING. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING VICINITY MAP ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGJI A WRITTEN REPORT WITH THESE COMPACTION TESTS SHAD. BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SWILL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL LAM _PfAX f COAWRWTMV CONTENT AND GRADATION OF ASPHALT PAVING. Q F� . ��. OM Y -i VICTORIA ������� UVUQ�� �! r✓ ✓ ✓ 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL. BE SUBMITTED TO THE ������ MAP � �®. ���r�� � ;✓ ,.`'��.�_�_ r,� ✓r✓✓ ln1 9 J CITY ENGIN UST. ALL TESTS OR DETERMINATIONS CO TO VERIFY: R-VALUE, ✓ ��,/�� `�,~�, r✓ r✓✓'✓ SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 10. PAVING SHALL. BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN RO LVD ER 3 •/ r r ✓r f TO DETERMINE STRUCTURAL SECTIONS & VERIFIED PRIOR PAVING. 1 EDISON : S�(,fCD EDISON MONS AVB. / r ✓✓r ✓r r �✓ I CORRIDOR CORRIDOR -- ! I r ✓ ✓ ✓ 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY I I I�d #36 I.,8 #35 t r r r ! AT. A-34', ; . . . ✓ ✓ ✓ MATERIAL. THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE I I CB 42 CB 3 IAT."A r W" A A�39 r, , ✓ ✓ ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE #. T •A-34N" --�,� / c8 34 j / r ✓ I I GRADE MATERIA!. OF A QUALITY BETTER THAN THE NATIVE MATERIAL {, LAT. A-45 (AT. -46r - _ . I -- ... :. r .� 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED LAT. A-42' �, I�3. A-,4 UNE r ✓ BY THE E.PA FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE -- ----- ----- � - ---- ------ ------- --------- ---- ------ --- - ----------- - ---- - ---- --- -----_—_----------- 00r MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. ,_µ LAT. A- 35" — FOO THI BLVD. ROUTE 66 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF t CB 1 CB 40 C9 39 - - ---- _ --- ! _�____ THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION Of I #' ✓ r r ✓ � r LAT. A-44' LAT. A-43' r3 f -^-- CR X33 1 ✓ ) f �� �` CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BYE! f DAY CREEK I , f r' f✓ r ✓ J �� t THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL. BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 41 I ( ✓ ✓ ✓ i 1 i r ✓ r 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BEFLITUR I I I B �l j✓ r ✓r ���� � /� r CONSTRUCTED AT EACH INTERSECTION. ,� � � DAY CREEK BLVD. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL 16. WORK SITE AND EXTERIOR STREETS SHALL. BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 17. THE FINALL, OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL. NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UN- INDEX MAP ACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATIS- ♦ , FACTION OF THE CITY ENGINEER. t,, __ __ __-__� -_� __- - _. SCALE : 1'=20(Y V= UTLITY CONTACT CONTACT ALL UTIUTY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 _ _ . ___- _ _ _.-_ MR. BOB STAWNGS 5" FOR BASE LINE ROAD CONSTRUCTION =a :' s 1 4 ♦ , GENERAL. TELEPHONE 1-800-483-3000 Lt JfSt:hf h}r l?lI EU LEGEND SOUTHERN CALiFQRNW GAS COMPANY 1-800-427-2200 RES. 216 N. EUCLID AVENUE 1-800-427-2000 COMM. FOOTHILL BLVD. ONTARIO. CA 91762 RANCHO a CUCAMONGA VALLEY WATER DISTRICT (909) 987-2591 CUCANIUNGA 9 DENOTES STREET PLAN SHEET NUMBER O 9441 SAN BERNARDINO ROADZ RANCHO CUCAMONGA, CA 91730 ' ` `'LWV" ` 10 DENOTES STORM DRAIN PIAN SHEET NUMBER METROPOLITAN WATER DISTRICT (909) 593-7474 `ICiST.:sLG�1 1 700 N. MORENO AVENUE 0 DENOTES PROPOSED STREET um as LA VERNE. CA 91750 J STE SwCiIETf COMCAST 909) 983-9895 ee rocE� E 0 DENOTES D(ISTU� STREET LIGHTS 1205 DUPONT STREET (PORTION OF RED HILL) a3`Yrs" ONTARIO, CA 91762 -OLE POLE 1A -# R1seo rc�L's�r1fl ILL. DENOTES STREET NAME SIGN MARKS CABLLMSION (909) 987-6275 t ALL tilt:AL 10M FOOTHILL BLVD. 1120 (909) 880-0222 PAa 1 S�a.At'Lu DENOTES TRAFFIC SIGN RANCHO CUCAMONGA. CA 91730 F,:vi57+, , RALCCtpR 1< TO 167 + ALL.MFTAL SURFACES sHnLLE ti 4 DENOTES STRIPII PIAN SHEET NUMBER 1;OR(A1GHLY CLEANED. � O 1 A PF;t."v1ER SHALL BE:.M1€D lg'-3" t t3 DENOTES D(ISTINr; SURVEY MONUMENTS co BU0U''E ME f s,ViSli COAT IS O PRIVATE ENGINEER'S NOTICE TO CONTRACTOR ELECTROSTATICALLY APPL D. Fe'I AT ON TO aEGIN THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES AFIERe ECLiPTC3F + DUSTING SURVEY IdONUMENTATTON SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE APPROVED URtNING P(XE I HEREBY CERTIFY THAT 1 HAV9 IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED BY BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTIUTIEs EXCEPT AS SHOWN ON CROSS xCx THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY DUST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE CITY OF RANCHO CUCAMONGA THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS DESCRIBED AS FOLLOWS: TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON "" YM4" Ess�o STREET STORM DRAIN, TRAFFIC CONTROL AND THESE PLANS. APPROVED BY: NA� ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED �_ __._ _ __._ __— NONE INTERIM STRIPING IMPROVEMENT PLAN �,�( C• "'lam ' • • TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE , PROVIDED A SAFE PLACE TO WORK AND THE PUB,IJC IS PROTECTED. ALL CONTRACTORS No. 20596 `" z FOOTHILL BOULEVARD AND SUBITH THE OCCUPATIONAL SHALL COMPLY W" AND HEALTH sato Ta 1,, ar `o'� � REGULATIONS' OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATION$ 'CONSTRUCTION CAST ALUMINUM bp.JAGENT„ � I1Cr�d�i_L"r3f lii`9 r �g-r� J,�C�prl * TITLE SHEET - PHASE III (NORTH) SCALE..3�s =?` -`. DATE 2-1 -04 �Yl CIYI! �P THE CML ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S ,,,_„_�_-_� __ __ __- STANLEY G. RCE No. 6 FAQ CAL_�FC COMMUNITY FACILITIES DISTRICT 2003-01B AND SUBCONTRACTOR'S COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH DAIEL. __ It 05TE."! REGULATIONS' OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS 'CONSTRUCTION - S4U IH COAS1 LLGtiT4'VG 6 Bf51G1+1 11324 CA8M1Ih0 VW15T$AW,yWi E 223 LA0VAA t iGUE4 CA 92677 TEL 949.367-1731 FAX949-361-113: APPROVED BY / DATE: '�` CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE CITY ENGINEER RCE 24953 46 RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OFDESIGN roes ,,,�,�;,�� RECOMMENDED THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS FOOTI ILL BOULEVARD. STREET !FIGHT DETAIL CIF RANCHO CUCAMONGA REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE UMITED TO NORMAL WORKING swam 330 HOURS. AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER BENCHMARK N0. 10051, ELEV.: 1300.686 R•C• •o e i e w r:,ne,u 92eu AND THE ENGINEER HARMLESS FROM ANY AND ALL UABIUTY, REAL OR ALLEGED. W SET 2" BRASS DISK W CONC. CURBDRAWN � WKS949-Ul-8321 CONNECTION WITH THIS PROJECT, EXCEPTING FOR LABILITY ARISING FROM THE SOLE STAMPED 'CITY OF RANCHO CUCAMONGA BM :exu►r: eAY4 949-251-0316 SOW NEGLIGENCE OF THE OWNER OR ENGINEER. 10051 1987+ AT THE NORTHWEST CORNER OF D•L, r L A I e s I N O 1 N/I l 3 s u R v I Y o R s BASE LINE ROAD AND SWANSON PLACE 0.25 1 OF MILES WEST OF ETIWANQA AVENUE, AT CHECKED20598 DRAWING NO. O DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. RCE NO --� RL11 O JAPPROVED: OF CURB RETURN. DATE -1: -�'¢ FILE NO 1:\46608\IMPLANS\PHASE-3\SIPOI.dw9 2/16/04 PROJECT SHEET NO._f�OF P V I CONSTRUCTION NOTES N'LY EXIST. S'LY R/W R/W EXIST. R/W I 128 50' STREET IMPROVEMENTS 13' 65.50' , 50' 01 CONSTRUCT 6" AC OVER I;' AB 63.50' SAWCUT EXIST. AC. PAVEMENT I *� SURVEY VARIES-SEE NOTE BELOW�` Q7 INSTALL HYDRANT MARKERS PER CITY STD. PL 134. EXIST. GROUND j 1 i CONSTRUCTION �` + ® CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY STD. PL 307 'CASE• AS SHOWN ON PLAN. SES REMOVE EXISTING AC BERM '' 29 4% Mm 21 r- '. I - _ 13 INSTALL STREET LIGHT PER CITY STD. AND DETAIL SHT. NO. 1 EXIST. GROUND PAID FOR BY CITY AND INSTALLED BY CONTRACTOR. 2 _ _ _ __ 14 ADJUST SEWER MANHOLE TO GRADE. IST. E.P. `-_ - 15 INSTALL STREET LIGHTS 16,000 LUMEN W/CUT-OFF LENSES TO BE INSTALLED BY SCE EXIST. AC PAVEMENT TO REMAIN REMOVE EXIST. AC PAVEMENT EXIST. STRIPING TO REMAIN 19 (SEE NOTE ON EXISTING 2�0 FEATHER T4 JOIN EXIST. AC PAVEMENT SMOOTH STRIPING ON SHEET 5) 21 GRIND EXIST. AC PAVEMENT TO LIMITS SHOWN SHOWN ON PLAN. (0.10' MIN. THICKNESS FOR 3' MIN. WIDTH AC OVERLAY) DETAIL HEREON. FOOTHILL BOULEVARD NOTES: ® TRENCH REPAIR PER CITY STD. PL 120 STA.75+12t TO STA. 77+16± 1. t SURVEY — USE FOR FIELD CROSS SECTIONS ONLY TI=1 1.0, R= 75 2. Z CONSTRUCTION (R/W) ULTIMATE t OF STREET 3. t SURVEY BEARING 0 N8755'01'W 4. t CONSTRUCTION BEARING 0 N89'55'OVE STORM DRAIN IMPROVEMENTS 5. OFFSET DISTANCE BETWEEN t SURVEY AND t CONSTRUCTION VARIES FROM 3.86' 0 C INT. WITH ROCHESTER BLVD. 31 CONSTRUCT 24 RCP (D LOAD PER PROFILE). N'LY EXIST. S'LY (STA. 74+43.72) TO 0.00' 0 STA. 87+71.51 3 CONSTRUCT MANHOLE N0. 1, (31 PIPE OR SMALLER PER CITY STD. PL 318). R/W R/W EXIST. R/W ©5 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. 300. (W AS SHOWN ON PLAN) I VARIES — 90.50'f TO 98't 13' VARIES — 47' TO 56.50' 54' 40 TRENCH REPAIR — SEE STREET PLAN 45 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY STD. PL NO. 333 VARIES - 60' TO 63.50' ©0 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. 303, CASE 'A'. (W AS SHOWN ON PLAN) I *t SURVEY t CONSTRUCTION* I I I — VARIES—SEE NOTE* EXIST. GROUND BELOW 1 _:,N� Npg\�S 21 • EXIST. E.P. EXIST. GROUND EXIST. PAVEMENT TO REMAIN EXIST. STRIPING TO REMAIN 1 (SEE NOTE ON EXISTING STRIPING ON SHEET 5) FOOTHILL BOULEVARD STA.77.75± TO STA. 84+00± TI=11.0, R=75 O 3' MIN. AC OVERLAY GRIND EXIST. AC PAVEMENT FOR 0.10' MIN. AC OVERLAY Z O EX15TIAIG AC PAVEMENT TO REMAIN O AC OYELAY DETAIL. Z N.T.S. 1 w OM O R CITY OF RANCHO CUCAMONGA_ STREET IMPROVEMENT PLANS FOR IR ESS/p ' ' C. ��y FOOTHILL BOULEVARD No. 20596 m COMMUNITY FACILITIES DISTRICT 2003-01B > �* Exp. 9-30-05 *� ESTIMATE OF QUANTITIES, TYPICAL SECTIONS, qlF� CA1-�F APPROVED BY DATE:fi CITY ENGINEER gCE No 24953 CITY OF RANCHO CUCAMONGA DESIGN Sols• 17320lc&dAm REC MENDED In Suits 350 BENCHMARK NO. 10051, ELEV.: 1300.686 R.C. o o r 149 M 4rinq,G 92611 SET 2" BRASS DISK IN CONC. 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(n N .3�r � , PR, -8 N - Lfp -1.1- tA sy x fl- . . � .rq) ',�\ .I- I a FO - " A %#- CITY OF RANCHO CUCAMONGA - I _ ,!!�,d,. 6 &* . 0 THIL L B 0 UL E VA R1 1.Do# -'m ki 9 6 , � s w V, 511-61-�_-6 0 6s 5 p I0, C.-�% , - . - ��,fa _5p _6'_�4_6*- -d 5.. �p cl, - . - - - - - __ - - - - t 6 N, 5' 6' JIM 6' 5- .__1 STREET IMPROVEMENT PLANS FOR I .*--**--. . C11 I I I - N"T ' FOR CB f 39, 40 & 41 - - .O- % " p K K p . )f Es§-/-O�� w a CONSTRUCTION NOTES CONST. CKCH BASIN & LOCAL DEPRESSION, -\v V� lu� R 5! !� . �i g; LEGEND L� 16� !� 14 I'll. ", - . , !, " 7 T 'T . . . " I? I C. , FOOTHILL BOULEVARD IN% a 1� 1�b (D CONSTRUCT e AC OVER Or AB PER THIS PHASE. I ii 1 r0o I fo,o 00 I � i � + - �'p R I 'No I,*, v_ �op - (D SAWCUT EXIST. AC. PAVEMENT 00 q � .0-0 .1 P - No. 20596 z COMMUNITY FACILITIES LOCAL D&PRESSION W 140 REMOVE EXISTING AC PAVING. 0- m > LOGA OURMION C8 141 Exp. 9-30-05 !'" (D INSTALL HYDRANT MARXERS PER CITY SM. PL I M. -_ -0 @ CONSTRUCT LOCAL DEPRESSIONS AT CATCH WIN PER CITY STD. I - LOCAL 06PRESSION Ca P9 $ 'IN civit * DISTRICT 2003-01B / / w PL 307 'CAW AS SHOWN ON PM ,a> A R L T GRIND EXIST. AC PAVEMENT FOR ki - . DATE. ,�Z�01/ @ REMM EXISTING AC BERM 0 8*43'36' 30.46' 15.26 , 1 0.10' MIN. AC OVERLAY. * e)&_ _-� -d -149 CITY ENGINEER �,-V- , - - _,d - RCE 6 53 @ INSTALL STREET LIGHT PER eny STD. AND DETAIL SHT. NO. I @ REM04 EXIST. AC PAVEMENT SCALE 1'"=40" 0 120. 00' 1- � GA DESIGN malts# 17320 go"" RECQMM DED Im PAID FOR BY CITY AND INSTALLED BY CONTRACTOR. (a FEATHER TO JOIN EXIST. AC PAVEMENT SMOOTH V1157*16'011 1 . 00, 2. 74' 4,97' CITY OF RANCHO CUCAMON R.C. 0 swb 330 (9 ADJUST SEWER MANHOLE TO GRADE. BENCHMARK NO. 10051, ELEV.: 1300.686 110KICH Irvia%CA 92614 POW @ GRIND EXIST. AC PAVEMENT TO LIMITS SHOWN SHOWN ON RAN. Q 1 22*24'43& 26-75' 10.46' 5130,- SET Z BRASS DISK IN CONC. CURB DRAWN I I VVkm 9119-M-51121 A @ INSTALL STREET LIGHTS 16.000 LUMEN W/CUIT-OFF LENSES (0.1(Y MR THICKNESS FOR Y MIN. WIDTH AC OVERLAY) DETAIL ON SHT. 2 (DI 6#30'32' 40. 09' 20. 060 STAMPED *CITY OF RANCHO CUCAMONGA BM SCUU&IS FA& 949-Ut-0316 S14ET TO BE INSTALLED BY SCE @ TRENCH REPAIR PER CITY STD. PL 120 2 66-88' 10051 198r AT THE NORTHWEST CORNER OF I D.L. _ PLAN VAS INGINflas suavilyons 3 OF WE LINE ROAD AND SWANSON PLACE 0.25 - - -____ � - 2. 00' 4. 70, 4 . 79' 1 1 MILES WEST OF ETIWMDA AVENUE, AT . 4!V10%V11VCE No 20596 DRAWING NO. 0 H 1-1*03'31' 1 84.57' 1 25. 18' 1 12.68' DESCRIPTION OF REVISION DATE I CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. 1%. .0.0.0 0 __ m__ ___-I--------- � .� - - - ­ ___ I I ;�_ ______ ___,__ ----------- -------__ - I- - I - -_____--m I I __ I APPROVED: OF CURB RETURN. �____ __ I DATE -V-:-L7-04 FILE NO___ / _ LL I-\46608\1w1ms\PH,AsE-As[P03.DWG 2/17/04 - _`_ k.I f - ,%,�, , PROJECT SHEET NO. /3 OF �___ , , . wwq I --- �V ! I . � � , I 1 1 �_ I i I f . - f I I I I I f i I I � , I , , I - I - 'I I I I , I 1� I I I 1 14 F i - - I It � I F jf,;�d � ko 1 7 1 1 I I I I I = - I I I 11 � I I I -t- - -"" T I I I T I ; I , 7" I- I - I S f F-' ' * I � T - C I , , I , , 1�____; I - I I _f I`I _- - i I I [_ , ,_ ��l I- I -- I r - - - I I - I , - % I i I I - t I _ i - - N 9 I I , 1 ;7- 11 I I � __ 0� __ I R i 41 I ___ - , -I'- i " - I - � -, !_ �* - � I -__ -� - � _41, -�1_1' I I _� " , , � ; f i - � T I I f I I oYf-- - I'm. ___ I , I-__ I- - I - .__- , � __ 1: r V,'I, -1 I I I I I � --- I I ,,, , - I , 1�" I I I I I I I I I I I.- . . I - I � ­� I A - i I : � I i : � I ! : i � : : � I � GENERAL NOTES CITY OF RANCHO CUCAMONGA STREET AND STORM DRAIN IMPROVEMENT PLAN HlCFXAAID AM" 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. yrT{)RN PAFU( LAW CONTRACTOR SHALL BE ILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. /997 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER WE � Ro METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONEPHASE IV EEEEE SOUTH CONSTRUCTION COS LTOBE THE OVER,CITY PLACEOD. RELOCATEDOR PROTECTED IN PLACE AS REQUIRED AT NO CUCAMO 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL. FAMILIARIZE HIMSELF WITH THE SITE AND SHALL. BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIESCOMMUNITY FACILITIES DISTRICT 200301Bas > RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH ' 7° oWRCHsn T e s FACILITIES ARE SHOWN ON THESE PLANS. ,. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, IN THE CITY OF RANCHO CUCAMONGA a ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY PROJECT �P CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL. BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB- SITE GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES FOOTHILL BoULLYAW MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. NOTE: VICMY MAP 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. WITHIN THE LIMITS OF THIS PROJECT, THE OF FOOTHILL BLVD. EAST OF ROCHESTER BLVD. TO STA. 112+70.80.8 5 (P.M. 9.76) HAS 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL. COMPACTING BEEN RELINQUISHED BY CALTRANS TO THE CITY OF RANCHO CUCAMONGA ORDINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF (SEE INDEX MAP). RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO SUR . FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE e MATERIALSQ DAY CREEK 4 ',. VIC YORIQ GARDENS MALL 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTSOR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL BLVD. -, PARCEL MAP NO. 15716 CONTENT AND GRADATION OF ASPHALT PAVING. fl j ,fF,�R -� ,1. ., ,:,,., „ ,,, . . _ ., ., .. }.: f, 1, A t � ,r ;r' .i tirx. rP-s t• 'a' '"a5. t .. �:cad i;i:. P'1Zxi� 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY' R-VALUE, ROCHESTER SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. �• '� OJ. BLVD. ' EDISON Sw C0 EDISON MONET AVE. �•`- ��� �. �(� 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN I CORRIDOR ` W CORRIDOR L TO DETERMINE STRUCTURAL SECTIONS do VERIFIED PRIOR PAVING. 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY 17 .. , # , MA THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE .. .� Wa _._. . MATERIAL, � � ... ABOVE THE SUB GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE _ e - -�° .s <._� . ----.�------- - GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIALA-41 _ LAT. I ` ---------- ._ 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB—GRADE, A SOILS STERIIANT REGISTERED ® �_ €' _. ...: _ FOO'THI BLVD. (ROUTE 66 BY THE E A FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE r MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. CB 138 CB 137 , 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF DAY CREEK LAT. 'A-4T i-; j� ;; ', 4m' f CAL JURISD)60O CITY OF s THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF M ®,W CHANNEL C ONGA PNNCHO CUCAMON64 CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY I THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE I 3 I 4 s I 5 CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 6j , 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT EACH INTERSECTION. 27 FOUND SPIKE AND WASHER STAMPED 'RCE 14379, FLUSH, PER C.S.F.B. & INT. 317+90.88 FOOTHILL BOULEVARD 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR 004015-001380 (FITS TIES), AND PER P.M. NO. 15641, P.M.B. 192/93-100. THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON NOTE_: ACCEPTED AS S 1/4 CORNER OF SECTION 5. TIS, R6W. = 304+15.36 It INT. INTERSTATE 15 ENGINEER FOR APPROVALPLAN REVISIONS SLiAl1 BE PROMPTLY SUBMITTED TO THE CITY ALL STORM DRAINS EXCEPT FOR IAT. 'A-41• STA. 316+93.43 / PM 9.79 STA. 317+90.88 / PM 9.81 TO BE CONSTRUCTED SIMULTANEOUSLY WITH OF CALTRANS RIGHT OF WAY MAP NO. 401594, JULY 30, 1970, OF CALTRANS RIGHT OF WAY MAP NO. 401594, JULY 30, 1970, 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY PHASE I, II, & III NORTH CONSTRUCTION. AND CONSTRUCTION PLAN NO. 390535, AUGUST 26, 1996 AND CONSTRUCTION PLAN NO. 394535, AUGUST 26, 1996 STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE Z INSPECTOR. O 17. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE ALL PLACED SITEUNTIL IMPROVEMEN S INCLUDING ALL GRADING HAVE�BEEN COMPLETED ALE ROADWAY HAVE BEEN INSTALLED U �D NN- INDEX MAP v ACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATIS- FACTION OF THE CITY ENGINEER n. -__ .. . . ._ SCALE : 1*=200' L E G E N D UTL_ITY CONTACT 9 DENOTES STREET PLAN SHEET NUMBER V DENOTES STORM DRAIN PLAN SHEET NUMBER CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. GENERAL TELEPHONE 1-800-483-3000 '' t_._ X 0 DENOTES PROPOSED STREET LIGHTS SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES. fr t+XONAVPR(Ot10 216 N. EUCLID AVENUE 1-800-427-2000 COMM. FOOTHILL BLVD 'xT„'RF �� �� STREET L1GFiiS O ONTARIO, CA 91762 j 27'W LUMINi RANCHO (� CUCAMONGA VALLEY WATER DISTRICT 9641 SAN BERNARDINO ROAD (909) 987-2591 C U CAM U N GA RANCHO CUCAMONGA, CA 91730 h DENOTES STREET NAME SIGN 1 i ;ext WMIEN � METROPOLITAN WATER DISTRICT (909) 593-7474 ! SCE A{1104(Al:l) 700 N. MORENO AVENUE �acyTAt. ca DENOTES TRAFFIC SIGN -- LA VERNE, CA 91750 sr�:EsscReTtr W 909) 983-9895 SIRE SCRETu 4 DENOTES STRIPING PLAN SHEET NUMBER co 1205 DUPONT STREET (PORTION OF RED HILL) CONaCRE1E POLE ONTARIO, CA 91762 4.t.:�'s 16 C�aLE ra cxx FO DENOTES EXISTING SURVEY MONUMENTS t RusE 1 a rstt€) IL w GRIND AND AC O'VERU►Y AREA .. COMCAST (909) 987-6275 t MARKS CABLEVISION (909) 880-0222 ' '�'* Au G;E'AL 10808 FOOTHILL BLVD. #120 ` s { PAR 1SPA.NIIV RANCHO CUCAMONGA, CA 91730 FN1s34sli: ' AL .'METAL suk€ACEs SHALL BE 'c'.uTR " DENOTES PAVEMENT RE60AL AREA O ARMKAa,rt 1 T€OROVGHLY CLEANED_ M PRIVATE ENGINEER'S NOTICE TO CONTRACTOR A PRIMER SHALL BE APPLIED 29'-3” O �Et/lkf.THE€t=rlst COAT �s ; EXISTING SURVEY MONUMENTATION N THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES ELECTROSTATICALLY APDL Eo. }, fir, SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE i I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED BY BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON FAB,tCAIION i(D I3I GIN � � THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE THESE PIANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS CITY OF RANCH 0 CUCAMONGA TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON Af tE#2 r'CCEtPT UE DESCRIBED AS FOLLOWS: LL THESE PLANS. APPROVED DRAWING � P(AF Q�Of ESS/per U CkC355"SfCta�JNO C ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED _ _.__.___ — 17 FOUND BRASS DISK, DOWN 0.2'. STAMPED AS SHOW C.S.F.B. 004015-001381; AND PER P.M. N0. ��� ��E'� C- Fy STREET AND STORM DRAIN TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE APPROVED BY: P.M.B. 192/93-100. ACCEPTED AS SECTION CORNc; N IMPROVEMENT PLAN Q PROVIDED A SAFE PLACE TO WORK D THE PUBLIC IS PROTECTED. ALL CONTRACTORS No. 20596 �" m AN AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS' OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION ------------_._._.___._. ___.-___._ ._i Exp. 9-30-05 FOOTHILL BOULEVARD DC JOB;_ DATE 2.-1Z-04 J> CIVIL �* Q THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S Soap TO: __ x' STANLEY C. Mo SE RCE No. 2 6 9lF OF CAL\F TITLE SHEET - PHASE IV (SOUTH) DOORCAST �.t�N.1Nt4CH COMMUNITY FACILITIES DISTRICT 2003-01B J AND SUBCONTRACTOR'S COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH AGENT:South Casa;t Ls+�htirg tx1r,7Ft aM,R:C1t tc:iL REGULATIONS' OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SCALE:.375'=t' ' • _. ....__- CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE DATE, __._____ 12"u s T E..t APPROVED BY DATE. 4953 O RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF CITY ENGINEER RCE 0 THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS S0Ul'HCCAVilGHTNVGsDESIGNY 27324WlJNOWlST&W%5i11TE2,13 LAGWIAN3Gti}MCA92677 TEL949.367-1731 FAX90-3b7-1739 m REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING CITY OF RANCHO CUCAMONGA DESIGN rocse 17320;,, REC MM NDED HOURS; AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER SoHs350 AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN FOOTHL_L BOULEVARD STREET LIGHT DETAL. BENCHMARK NO. 10051, ELEV.: 1300.686 R.C. Y o 111 c x lrrk%U 92614 j CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE SET 2' BRASS DISK IN CONC. CURB DRAWN Vakm949-251-ba21 ��C'a �d STAMPED 'CITY OF RANCHO CUCAMONGA BM scNo►*: F� 9c¢as,os,• S EET NEGLIGENCE OF THE OWNER OR ENGINEER. `1 ?eA 61fi" C�� I"n 1-11-oq 10051 1987' AT THE NORTHWEST CORNER OF D.L P L w its r N o N e e s SUAVE-Voll s 1 8 i sr► hE o r �^CV,�� t!� / q.12,I y ►� BASE LINE ROAD AND SWANSON PLACE 0.25 - -- - MILES WEST OF ETIWANDA AVENUE, AT CHECKED 20596 DRAWING NO. Q NOTE SDNALIZATK)N. SIGNING AND STRIPING PER SEPARATE PLAN DESC IPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. RCE NO p APPROVED: OF CURB RETURN. DATE -1�-0 FILE NO --- l! r 0 1:\46608\IMPLANS\PHASE-4\SIP01.dwg 2/16/04 PROJECT SHEET NO. _16 OF CONSTRUCTION NOTES N'LY S'LY N'LY S'LY R/W VARIES 125.03' MIN. TO 142.51' MAX. R/W R/W VARIES 120' TO 156'± R/W STREET IMPROVEMENTS 13' VARIES 53.53' TO 65.50' VARIES 45.50' TO 51.01' 13' 13' VARIES - 47' TO 60'1 VARIES 47' TO 70'± 13' Qt CONSTRUCT 6° AC OVER 6° AB 0 CONSTRUCT A2-8 CURB & GUTTER PER CITY STD. PL 104. I *C SURVEY-------� VARIES-SEE NOTE BELOW * ( V RIES 3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103. 16 '�-� CONSTRUCTION * ( I I Q 5 I VARIES VARIES 4' 0.5' ® CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. 19 5 16 21 V EXIST. GROUND " ' `" 7' TO 12'± 7' TO 14.3± - 2 4IES 1 "' v '4;;° 16 Q SAWCUT EXISTING ASPHALT OVER CONCRETE PAVEMENT PER DETAIL HEREON r _ 4 289 M ?� 16 © CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL 101 (W= 14% X= 3') TYPE R-1 �, __ _ ,,?,'r''` iT CARIES EXIST. GROUND 4 2 `i % _- ___ n r �, i? _1 1.149; MSN 1 2% - ® CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY STD. PL 307 CASE' AS SHOWN ON PLAN. - 3 __ _ H " .... MEDIAN ........" _ __ 4=MAX _ ** \ 90 INSTALL STREET NAME SIGN PER CITY STD. PL 401-A & 401-B. EXIST. E.P. 5 19 EXIST. EBF` 2 3 -- — w 10 REMOVE EXISTING AC BERM EXIST. AC PAVEMENT ! EXIST. PAVEMENT TO REMAIN I° Q REMOVE EXISTING ASPHALT PAVEMENT ONLY. (CONCRETE BASE MAY REMAIN IF IT DOES NOT TO REMAIN r` 4 INTERFERE WITH CONSTRUCTION ACTIVITY). 13 INSTALL STREET LIGHT PER CITY STD. AND DETAIL PER SHT. No. 1 FOOTHILL BOULEVARD FOOTHILL BOULEVARD PAID FOR BY CITY AND INSTALLED BY CONTRACTOR. Ny TF; STA.75+12f TO STA. 77+16± 14 ADJUST SEWER/SD MANHOLE TO GRADE. FW15f�Eb GRADE /N lcvGr#ILL FYLVD, T.I.=11.0, R=75 STA. 89+60f TO STA. 94+25f 15 ADJUST WATER VALVES TO GRADE. 1,4N05CAPED Mc121AA/5 5f1ALL T.I.=11.0, R=75 16 CONSTRUCT A11-8 CURB ONLY PER CITY STD. PL 104. gF 1�411 LYFZ-O w rvP o c c ung, N'LY S'LY 17 INSTALL AC BERM PER CITY STD. PL 104 R/W VARIES - 90.50'± TO 98'± R/W N'LY S'LY 19 REMOVE EXISTING ASPHALT AND CONCRETE PAVEMENT PER DETAIL HEREON ©0 13' VARIES - 45R/W'±TO 51'± VARIES 45.50'± TO 47.00'± 13' VARIES - 161'± TO 170'± R/W FEATHER TO JOIN EXIST. AC PAVEMENT SMOOTH 21 GRIND EXIST. AC PAVEMENT TO LIMITS SHOWN ON PLAN. *C SURVEY------ t CONSTRUCTION* 13' VARIES - 63'1 TO 72.0' 72'± 13' (0.10' MIN. THICKNESS FOR 3' MIN. WIDTH AC OVERLAY) DETAIL HEREON. I VARIES-SEE NOTE* © REMOVE EXIST. CURB & GUTTER -� VARIES BELOW I I ® CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL 101 TYPE C 2.38' TO 10' i VARIES l 8' 6' I Q CONSTRUCT AC OVERLAY OVER EXIST. PAVEMENT FOR POSITIVE X-FALL, 1% MIN.- SEE DETAIL BELOW 19 5 4 TO 7 • 16 © EXIST. S.M.N. TO BE RELOCATED ' t 16 21 8�gRl 1 EXIST. GROUND 5 21 CONCRETE PAD, 8° THICK FOR "BUS STOP" STATION 16 © CONSTRUCT 10' X 70' 2% _ _ _ - EXIST. GROUND -2;>,& Av r_ t ____ _ ,r __—_ 21.10q MSN _ ® REMOVE EXISTING GUARDRAIL t}� _ — % r - 16 MEDIAN -; -'- �, j. �-__-- —_ �X. ©9 REMOVE EXISTING MEDIAN CURB VARIES EXIST. E.P. 2 EXIST. EPS 6.38' TO 11' o , 2 -- — ® INSTALL REDWOOD HEADER PER CITY STD. 5 :�� 19 _ EXIST. PAVEMENT TO REMAIN EXISTING PAVEMENT To REMAIN STORM DRAIN IMPROVEMENTS NOTE:** © CONSTRUCT 24" RCP (D LOAD PER PROFILE) NOTE: 35 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. 300. (W AS SHOWN ON PLAN) FOOTHILL BOULEVARD SEE PIAN FOR EXACT -A-41* LOCATION OF SIDEWALK 3 CONSTRUCT MANHOLE N0. 2 PER CITY STD. PL N0. 319 ALL STORM DRAINS EXCEPT FOR IAT. STA.77+761 TO STA. 84+OOf FOOTHILL BOULEVARD TO BE CONSTRUCTED SIMULTANEOUSLY WITH T.I.=11.0, R=75 STA. 94+98f TO STA. 99+071 © CONSTRUCT MANHOLE NO. 1 (MOD. OMIT M.H. SHAFT) PER CITY STD. PL 318 PHASE I. II, & III NORTH OF t CONSTRUCTION. T.I.=11.0, R=75 N'LY S'LY TYPICAL SECTION EAST OF DA Y CREEK CHANNEL R/W 120' R/W & WEST OF DAY CREEK BLVD. 13' 47' 47' t SURVEY---'6-_ t CONSTRUCTION* 13' 1.0' PROPOSED MEDIAN ISLAND 1.0' —► VARIES-SEE NOTE* I N'LY S'LY MIN. WIDTH VARIES (SEE PLAN) MIN. 7' 7' BELOW I R/W VARIES - 173'1 To 174' R/W � STREET Z EXIST. GROUND t O SAWCUT LINE SAWCUT LINE Q5 ` 19 5 16 EXIST. GROUND 13' VARIES - 71'± TO 72' 76' 13' 1% MINO I 1MIN VARIES OVARIES I 16 S 16 0 TO 10 TO 14'± I EXISTING 8°± THICK _ ASPHALT SPHALT -P". AVEMENT 411; 7r -7/ _7r ti 16 �I -4 EXIST. CURB & GUTTER- �t�EXIST. CURB & GUTTER EXIST. PAVEMENT TO REMAIN21 ZTO REMAIN TO REMAIN REMOVE EXISTING FOOTHILL BOULEVARD r 2s� iSTING 6r± THICK '� ° (� 19 5 439 M/N EXIST. GROUND AC AND CONCRETE PAVEMENT - a "'' CONCRETE PAVEMENT STA. 84+00.76± TO 86+75f EXIST. E.P. _ T.I.=11.0, R=75 • EXIST. PAVEMENT TO REMAIN • r _ TYPICAL SAWCUT OF EXISTING ASPHALT OVER CONCRETE • '' - 2 - * NOTES: - - -- • -- `_ PAVEMENT & REMOVAL DETAIL WHERE SHOWN ON PLAN (o N.T.S. 1. �_ SURVEY - USE FOR FIELD CROSS SECTIONS ONLY FOOTHILL BOULEVARD 1 2. t CONSTRUCTION (R/W) ULTIMATE C OF STREET > 3. t SURVEY BEARING 0 N89155'01'W 100+92f TO 103+32f _. 4. �_ CONSTRUCTION BEARING 0 N89.55'WE T.I.=11.0, R=75 5. OFFSET DISTANCE BETWEEN t SURVEY AND �_ CONSTRUCTION 3' MIN. AC W VARIES FROM 3.86' 0 t INT. WITH ROCHESTER BLVD. OVERLAY GRIND EXIST. AC PAVEMENT 0) (STA. 74+43.72) To 0.00' 0 STA 87+71.51 FOR 0.10' MIN. AC OVERLAY Q N'LY S'LY __ R/W R/W _ _____ T YPICAL SECTION WEST OF DA Y CREEK CHANNEL VARIES - 156' TO 170.8'± CL 13VARIES - 65' TO 69'± � VARIES 65' 70 75.8'± 13' AS p VARIES I VARIES VARIES M .. 0' To 10.75' 7' TO 18' EXISTING AC PAVEMENT 0 16 TO REMAIN STREET & CROWN LINE N _ 16 AC OVElAY DETAIL LEFT TURN POCKET _--__ ' 21 Y,r ' � I N.T.S. CITY OF RANCHO CUCAMONGA MEDIAN VARIES VARIES `'` ��--_--- �� ?.�8 R/fS U SEE PLAN 0' 1.5' MIN. v 4 4,T° M/iy EXIST. GROUND +" 5 19 • . STREET IMPROVEMENT PLANS FOR 1.0' 1 SAWCUT LINE 5 TYPICAL AC OVERLAY _. 16 _ EXIST. E.P. 1 2% �Of ESS/0 FOR POSITIVE X-FALL C. '�� FOOTHILL BOULEVARD SAWCUT LINE--\,... 1% MIN. 0 LEFT TURN POCKET EXISTING PAVEMENT TO REMAIN16 2 Fti _ l_ �' No. 20596 ^ m COMMUNITY FACILITIES DISTRICT 2003-01B Q W __ Exp. 9-30-05 * ESTIMATE OF QUANTITIES, TYPICAL SECTIONS ----____ ' FOOTHILL BOULEVARD l EXIST. AC PAVEMENT �9 E,�V I L�f�\P • -� --- APPROVED BY DATE: ,= 1 ` STA. 103+50f TO STA. 110+54f T.I.=11.0, R=75 CITY ENGINEER 24953 m CI_1Y OF RANCHO CUCAMONGA DESIGN Moz:. vaso llnv. RECO M DED SuiN 350 BENCHMARK NO. 10051, ELEV.: 1300.686 R.C. o o z I c x rv.^CA M14 J SET Z TYPICAL SECTION EAST OF DA Y CREEK BL VD. STAMPED 'CITY OFSS KRANCHO CUCAMONGA BM FIN CONC. CURB AX- 949-231-0511 SHEET DRAWN sexuuz enx: 9�9zs1-osu SAWCUT AND AC OVERLAY 10051 1987' AT THE NORTHWEST CORNER OF D.L PLAN I M S I N O I N I I!S SURVEYORS WEST OF FREEWAY 15 BASE LINE ROAD AND SWANSON PLACE 0.25 2 OF 6 0 APPROVEDMILES WEST OF E a AVENUE, AT CHECKED 20596 TION OF REVISION DATE SOUTHERLY END OFF CATCH BASIN 2 FT. NORTH CE NO DRAWING N0. DESCRIPTION S.C.M. DATE -I -04 FILE NO ---��7 O i:\46608\IMPLANS\PHASE-4\SIP02.dwg 2/17/04 PROJECT SHEET N0J OF 2 13 @GG) seaeGse 'T 4---4 4 4- 8 8 !a 2 8 8 cc> mob, JO!t C) z 58 I.S4 I- q, '-,A V) ZI, c% `�------- - 4- 4 - :20 R� ell 4w N, 74+4J.72' 7NU�" A 0 IWR C 1Nr IAD (j_ z W i 120 7 53 -1 ------------- r9i S z s w _,07.� 0 '0� %-4 X C-1 m 7_7 Jaw 4 13 Un (1207.3 )11 ROR 75+10.03 AVOr 7--1------ 8cR 120 =07 93 9_1?�+911, 75+22.22 ...... FYIST-S.M.H. 754 10.00� 74 Z+M.60" 4-7- 'T �_4 co 75+JU60'k C-) r x ........ 77-sC IZ07" 754-M 00 n+50-00 A M Wz�14' 12042; 1 1207,42 X�x 6 7 75+7740 4i"i PT IEC N a -5+7740 _EA,00VE,EX1.S7. L ____j is'm T I ANGLE PT L 76+00.00 7-6+00.00 %-4 76+00.00 BW1 27 M 1207 40, .00 -do -7 76+26 64-25. LT .......... ST LT Ce,14 �5 co .c 76+,W.'00 W=J. 6CAP 76+5aOO 76+ 76+W �eoo 76+50.00 B.VC 2 W) 1,9) K 79 __q rn 45 50' 76: L 75-:0 0' 77+00.0 6 EW �77+00.00 , '00 *-4 81 77+�599 Bc 120 5-'' 14 14 %-4 77 77+15.99 ----------- 4- ;430,cvc ........... 16C 7� 04 14- L C4Se .............. 40 01;9 0: 77+50.pQ 0 0 77,��50.100 , +51.18 60 .22! ST Lr 120 a" 1;0?t9O' 7 cvc 774 '00po i 12016,56 77+75. 774�i75.�:q it K L Ec r 1 4 **4 78+00.-7_f20Z �7' 4C; oz.9 78+110. 11 . .1001�PRVC co EV -4 ---------- + ........... z 1 1206.74 611 00 CO G 78+50.`00: 78+50.00, Z8 t50.Q L 1207. lie 78+76.18 ST LT ST LT L 764-90 A�W rn 50 -19+0 "*W.59 nt+�o cW1 M+W.00 WZ 10"W-3.51, V64.0' 4 p' EC ZR+50.99 i EW M+5a00 �79+50.00 tw ro r1i Ln 4 ro Os co N 1%j 79+70,00 PRW -11* R3 -0 > 79+80- 1 it 4m.59 M cD W A. ON 80+00.00 !80+W.`00 804w.00, )71 co 1T L T c: 2* w ro (ON a N ro 0 IV CD 0 < M 4m CO M c) -J CD CD 03 *�j c� L� c� 80+40.00, A^ 80+50.& (1�07 147 WV A ').5.7.5 .00''67" ON CD CD I= 1 VV4.01 --------- 71460+��.,58 LPI_"5��4: m ------ c:i c> ON ON i W ci L9 U 46 814M 8 1,-�W 00 . . . . . . .. -181+00.100, 00 --I N c:> N W �D 81+06.40 45.50! pr 77 c'). 1+30.00 81+40.00, EVC x ------ 81 81+53.25 +53.25 7 'RO7 ST ST LF 70ki ,*I. �81+71. 7W 81+70.9J 81+72.07 �Lj 7- 1207W pr 47.(X' : PT 0 PT C8 IJ9 4,97.62! :481'01 �,00: 82+00. 82+00.00 Ir W=JZ', V=4.;0 c� F� (3 81+9612 L V) Do 824;00 -4 > 06 (147 L z 0 VAR. rn 00 S�c 82+50.W, < 12OZea T1207,5,�) 0 �2��7a 60 i9vc z t207 &5+03,25 &5+0.3.2.5. co W+00 ba 00 +00.00, 77, -4 7�17 CA ST ZT 8�+20 CW'': Ln + 8,3+50ioo 7 (1�2PZ t8,1+70'.06 EVC:;C)L11 K Ln co n 1207.118, W7 cs 00 0 761 71 ! 75 84+00.76 84+00.75� �4+oaj 00 :84+00.,06 04+00.;l BEIG. EXISK. .z C)c 7FQ�06 I WMC,$ JOIN EXIST �,c & G ''EXIST C de G (1207.�� 1�= 0 V c)n sr s XIS T FH 0 E do 84+50. 84+50.00 u) Fri 0 00400'' 7 C: L4 rn Ti TO 7,U 7;� 510 m4v ;a a) 3 3 x 0 41N. 00 ()0 > 85+oa 7� 7 (1207 16�7' '14 7p 25 LA 12 0�- ic Z < M 0 M co CD 85+50.00 �50.00 m 07. T 0 M c DZZ��'Dwy FOR M=N1 ACWS 1 TO REWN c: m z o EXIST FH 00 86-1 120, 49 147 4 < rO R�c"N L-L-L it4-- 0 0 86 .6 If EXIST DWY 0 86-4-M.'00 72 64 020 Ln 6 .6 0 5 5 L FJOR EDISON-ACCE55S z> CO TO REWIN- -4 L t m ic co ;0 > 0 m m 00 87+00. 87+01.87 END CONST -4 171 *4 6,oj 9DfW" `)0ajN 'Q(/ST_L.,_ 87+10.53 DA Y CHANNEL CR . SEE SHEET NO. 4 s8cFcD p FOOTHILL BOULEVARD: CFD 2003-01B, PHASE IV SOUTH CONSTRUCTION 8(988 (Dee cn 001, 86+00.00 86+�00. > 2 206. . 7. 0) 04 '01 X \1 za 011 C? ;o A------ IZD 0 J, E zt -4 'o -73 2 _iz SEE WEE a 50.00 +50. 1, 206 j1 64 it > 52 q C"11 Q -4 nA7' 7-4- m AA �ooi QQ QQ 00 1 (1206, R06. r SUST DW Ex" 'ro RUo S7+,!U2 (&,87 1'5 o.�oa 4r'N Y CREEK CMNNa J 3? F, 120%15.75) 00 --4,4 70 01 DXIST 00 --------------­------- ..... ........ �5 00 EXIST 88+.W 38 END BUS C & G ffi�� 47001t I(12=57) T 68 00'' (1205. Z.Of 1206.01)' 4�,70 50 98*89. r1l co 0+00.00 89+00.00 53 -------- EXIST EDISON ACCESS 77 DRIVEWAY DCPRESSION ....... It 24'co. A "tow., 2A C EXIST 94- 0 89+ 1.18 44 BW 1�rCH 7 'M M IN 1205.76)cc EXIS r C & G 47.00, c C8 89+76.41 143 44 CW CA W=J.5, V=3.96*89+63.66 89+ .66 -toz I TA (o .00 6 5 goz 12 9: 064 M+74.66 1=0a 4r 89+7816 06SUNG RA 69+8416 0+40.45 89+89.16 pr 00 90+50. I 20'6�00) PROPOSO R11W 10(1 5, 99 9w5ft EXIST FH RfZ=T 19 -+00.00- S%Y OWSIDE OF PROP. ...... 9D&" CONSTRU00N 4 1 7m Aek '91+00 �cvc 424 , 0 14)91+29.07 "00 XR 1+29.07' BCR all or,,& %owl *WX % 64.69 924 91+94.07 70 ECR 7,204 �12106�06) 2+00.00 co co < . . . . . . . . . . m C) co C) 92+06. cl� c� ST 47 MINL cs 137 0 49.9 t %.0 ON 4 03 m Z+ cm 0 i - 92+,,. 08* TT12 120 =4.08* W4;7!�' CD c) -j W-J 5' V 444 CIS 4- ............ w C'o -0 �"D -%o W_ '_-j + 4 Q00t itv L4 �+46.43 C ST L r 93+46."43 t 93+5a 00 -W+50.'00! 8c "�r ;;;?jL, s 1206 68 VAR.: L 7& 94+03.52 100 94+W.00 (120 1206.71 z 8CR 06,11) 1204 78' 6.04) .18 TC 92+3716 8c GL* rn < 92+4a 16 0 7206. 14:: 94+50.00 9450.00 z 94+54.52 4 �.�c� (1205, .9) -_7 5, 10; 92 a6 94+ ECR J204 44+66. .4J 4 2. 92+6 X "4-81.82 16 I ....I LT Op 94+98.46- i i1i 0+00.00 95-4-M.00 i2oa 124*07: *-PT. IoA .00 L Ln;z >> 4 1 ------ 96+00.00 �z 96+00.00 96+X.00 CIS 1204.72 20 07 sl ......... ;z r" '9 96+J 1. ST��, L T C)Z� .......... ....... m;a ;96+50."00 *�J.33N 1Z :F�j 12, 040 ;o c) ........... > ;o m z rn IZP mo 97+00.00 97+OaOO Z < 4 oj,71 120,07' M co --------- 0 m 0 M 97+50.00 97+50.00 12l 3: m z F4 < 03 98+00.100 98+00.00 0 on 98+OZ 19 fit WZ9.6 �Fsl =z 2 L > C -ST Z T 0 rm > 6L-1 Jo.00 z Z 00 M Z 0A L co +50;nn 98+50. 00 1200.63 41- L TCH LIAE SEE SHEET 5 FS WT ij:�__U > m m m m STA. 98+50.00 z z 0 m Z L4 - --------- FOOTHILL BOULEVARD: PHASE IV SOUTH CONSTRUCTION STA. 98+50.00 8, 1? 2 sa 8 so 2 J TMI a V4 Z AOLA TCH LAE SEE SHEET 4 N 3 _uA i z W 98+60.00i +W.100'' =MIT 02,jjp, 4, .00: Ln L c*. e J-4 _4 N Ln CIO 010 L L C) 01 MIN. Ln Co c ce im I 99+W.00 00 tl 2OU7 ICE W=10', V-4.04 9+0.7466 P c% Z 98+9966 qqti�wlbo : 4----4­­ RP 99+OZ 99+1 19.36 8CR ANL 7 mAt 1,4 00, T Fo .7. T b 20 146 1 .7 119 VAN. 100+00.00 C). 8CR 00+50.00, FS 00+50,00 "7 100+2 .04 100�77.04 L77.4J .4J 1001 1,00+77 RP c Ln �p 1=75 L2 4,00+92.65� CR 52 1004-92.65 F5 XR, 4v I " 1 01+00.100 =27 (120,160)1 > IM2,32 .......... k" cm =F5 z 101+50.00 ' 101+50.Q L4 .99, 1=17 ---------- ------ rn 7 .......... 00, 1.20 1,436 102+Oa Im+00.9 =4a 1=07' 102+2297 ---------- --------- c C8 Im 102+29.00 77 ' WZY, V=4.0, 4 4-64.69�Bc r 102+65.J8 -lag* L 74.x 11,04 11 .00, 20= L L )0.00 102+ Y03+00.00 9759 69 1202,;1, COVCRDF PAD FOR XS 84Y .00 10J+J2.59 ........... T, 103W59 PF 4204W, 43+50.00: Oil jg LW7_1.7,00 9 ' 82 ioj+86 Ec I' ON co i'D ON - S7R. LT ON co -.01. co - 40' 103+99.17 74, :' 7 104+00.010; 19f+00.00 Ln __8C_R -pl. co 4m W W co W CD N 0 K ....Alz� >1 L 70 < io4+50-18 (m CD CD CD 1202.66) 120= ECR loss 104+81.21' 1202,;2,9,11 cD cD cD Ln cD T=.m ------ni %Z %Z co 05+00-00, 1202.97 01% co -.1 104+82.29 rk) N rU M ECR 4- ....... - - - - - - END AC &ERM W %.D CD a D 4= 0 ------------1 +50,001 105+w.a '69 Prl 17 T , #FUT 7. LT co oo, 706+00.1 VAR L (1202 HZ 0) i rmn 50# L M 17 g06+50.' L z f7202-1 1=45 OL -4 io6+74.35 x rn *FUT ST LT < 107+00,00 197+Oap 107+OaM '(7202. z .... .. 120 6.2 142. 56 %*4 C, ;197+50.00 > ------- �07+50.001 ?9)cl) 4- - 107+90-90 _1,07�9 5Y pt 107+91-M 107+90*Pr 9.00, PT 108+00.00 CA Loo CO A108+00.00�, 120.00 P 1=79 co 1.78 ;10 r." 108+2 1-n 124 20 *FVr ST LT 6,50 + ............. ...... C) :4 REMOVE > r- 7WF7C DUST 2 It SML VACAL Ln 109+00.00 33Nk _p+w.00 204 99) 1202-42 1`09+07.36 -(1�20420J 120,95 Ln 109+07.36 !,,Raw +2&14'�ZND f UTURE CVRU ; AND GUT7ER & > IM2.1.3 P ir 0 109+50.0 1,09+50.00 z .4 Z < v ;o Z m . ...... 1204.101, M z m m a) min lilt 0 :0 rn 0 M > '09 110+00.00 T 1'204 2. rrl 1203�8 17.86 BC -10+� 110+; 786 I' 0 45 4� < 0 IV rn > Z Z CA) 0 30�6 So .6 T m .0 CD -n jC F" ;o 0 7 X,�.57,L, > ------- > 01 m ............... ------ ........... r m -------------- ------- MIT 9 FOOTHILL BOULEVARD: CFD 2003-01B, PHASE IV SOUTH CONSTRUCTION P BLIC WATER AN SEWE IMP OVEMENT PLAN FOO ILL Bollommilli VARD PROJECT SITE BASELINE RD. CHURCH ST.ROCHEST R AV NINJ TO IN RESTATE11111 15 � z FOOTHILL BLVD. Q FD 2003=01 B _ ARROW RT, CITY OF RANCHO CUCAMONGA, COUNTY OF SANBERNARDINO, STATE OF CALIFORNIA Orn ST. PHASE / CONSTRUCTION - / f ! / , ! VICINITY MAP NOT TO SCALE W il: ,CALTR4NS R W DAY CREEK BLVD. +�, A RO C MENT PERMIT T DE QBTA1NI -1-PRIOR fA --t- r TG STAB?][ OF CONSTRUCT/ N AOT/VlT/ES// 3 i I `� ♦ SEE PLAN rf I � FOO UTILITY CONTACTS SVD US66 Ae CONTACT ALL UTILITY COMPANIES AS REQUIRED 2 WORKING DAYS PRIOR TO EXCAVATION. f--=-/x ♦ �_._ i r / �, , , SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 MR. BOB STALLINGS GENERAL TELEPHONE 1-800-483-3000 SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES. 216 N. EUCLID AVENUE 1-800-427-2000 COMM. F f l r;J ff ONTARIO, CA 91762 PHASE // CONSTRUCT/ l ,�,�- fJ CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 9641 SAN BERNARDINO ROAD RANCHO CUCAMONGA, CA 91730 is t ! sr ff fJ /f rf METROPOLITAN WATER DISTRICT (909) 593-7474 700 N. MORENO AVENUE ' WATER INDEX MAP LA VERNE, CA 91750 SCALE : 1 =150' SOUTHERN CALIFORNIA EDISON COMPANY 1 (800) 655-4555 7951 REDWOOD AVENUE FONTANA, CA. 92366 CHARTER COMMUNICATIONS CORP. (909) 880-0220 4240 N. HALLMARK PARKWAY (909) 880-0230 SAN BERNARDINO, CA 92407 CITY OF RANCHO CUCAMONGA THE CITY OF RANCHO CUCAMONGA HAS REVIEWED TO THE EXTENT OF ITS AUTHORITY TO THE TWO SEPARATE SETS OF PLANS APPROVED BY CUCAMONGA COUNTY WATER DISTRICT TITLED EXIST/NG SEWER MAIN (1) PUBLIC SEWER IMPROVEMENT PLANS FOR FOOTHILL BOULEVARD CFD 2003-01B (DRAWING NO'S r 004-S11-1,2 & 3) AND (2) PUBLIC WATER IMPROVEMENT PLANS FOR CFD FOOTHILL BOULEVARD i I PER CVWD DWG. NO. CFD 2003-018 (DRAWING NO'S 004-W25 1,2, & 3) THE EXTENT OF SAID PLANS ARE AS DEPICTED 00,3—S0)-2 & 3 ON THE INDEX MAP HEREON. z I uj �.. _FOOTHILL 'BOULEVARD_ _ J ..._.. `�° _.__ 2_ G E, REMOVE EXISTING V 3 15' SEWER vj w I O SEWER INDEX MAP SCALE : , =150' CITY OF RANCHO CUCAMONGA_ PUBLIC WATER AND SEWER IMPROVEMENT PLANS °' TITLE SHEETis W FOOTHILL BOULEVARD o CFD 2008-01B REVIEWED BYDATE: wDIAL TOLL FREE CITY ENGINEER ��aJ211U�VRCE NO 24953 , 1 -800-422-4133 BENCH MARK DESIGN REC M ENDED roes vs»e.�iA.. s CITY OF RANCHO CUCAMONGA D .olics t�u,A,. W AT LEAST TWO DAYS BENCHMARK NO. 10051, ELEV.: 1300.686 9.,1.6. , Ydn 949251-UZI BEFORE YOU DIG SET 2r BRASS DISK IN CONC. CURB DRAWN :C..►.I F"" 949-Ul-0516 SH ET a STAMPED 'CITY OF RANCHO CUCAMONGA BM ♦N N I l s I N a I N I I A s I u a r I r o A s 3. 10051 198Y AT THE NORTHWEST CORNER OF D.M. OF 1 BASE UNE ROAD AND SWANSON PLACE 0.25 V UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA MILES WEST OF ETIWANDA AVENUE, AT CHECKED DRAWING NO. � DESCRIPTION OF REVISION PATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH O31$ RCE NO 20596 APPROYED: OF CURB RETURN. S.C.M. DATE FILE NO /q r� 1:\46606\[MPI ANS\WATFR-. WFR.dwo 3/18104 15beef 2 oar g 41!UCAMONGA VALLEY WATER DISTRICT BASELINE RD. g[ FOOTHILL BLVD. o FOOTHILL OUL VARD ' ARROW RT. VPR0JEc-r SIT a Q a CONSTRUCTION NOTES AND ESTIMATED QUANTITIES 2003� -a 4TH ST. ITEM QUANTITY COMMUNITY FACILITIES DISTRICT WATER IMPROVEMENT UNITPHASE I PHASE 11 50 INSTALL 12'-10 GAGE CML & C WATER MAIN LF 2,892 1,540 WATER IMPROVEMENT PLANS i r 51 INSTALL 12' x 12' FLANGED TEE EA 2 - 52 INSTALL 12' RESILIENT GATE VALVE PER STD. DWG. NO. 4 EA 9 1 53 INSTALL 12"x 8" FLANGED TEE EA. 1 - IN THE CITY OF RANCHO CUCAMONGA VICMVITY MAP 54 INSTALL 12"x 22 1/7 FLANGED ELBOW EA 2 - NOT TO SCALE 55 INSTALL FIRE HYDRANT ASSEMBLY PER STD. DWG. NO. 3 EA. 7 6 56 REMOVE EXIST. BUND FLANGE & JOIN EA. 2 1 57 TACK WELD ALL JOINTS 80' BACK FROM ALL ELBOWS, BLOWOFF, AND THROUGHOUT CURVES PER STD. DWG. NO. 9 EA. - - MAX COA617W77aV 58 INSTALRESILIENT WEDGE GATE VALVE PER STD. DWG. N0.4 FA 1 L NOTES !. 8" 59 WELD CAP 0 TEMPORARY END OF UNE EA. 3 - � , ;f 1. ALL WATER LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 64 INSTALL 8 -10 GAGE CML & C WATER MAIN. LF. 93 - •� A TO 6E ,, , CUCAMONGA COUNTY WATER DISTRICT'S STANDARD SPECIFICATIONS AND THE 61 INSTALL 12" X 45' FLANGED ELBOW _ DAY CR�888lBLYD. � • , / q' 7�(.YN 9TMTIjg� � LATEST ADDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS EA 2 ;` / / ! � ,' if CONSTRUCTION. 62TRENCHING PER STD. DWG N0. 30 (DETAIL HEREIN) LF. 1,170 2. THE CONTRACTOR IS RESPONSIBLE FOR SECURING FROM THE CUCAMONGA COUNTY WATER DISTRICT COPIES OF THE LATEST STANDARD _ ,,,\ .�..�.�......_....fes .; ....�...... ...,..�. ! \ 'ti. `� r ,:'/,/ �' 4 I 63 REMOVE & REPLACE - IN-KIND EXIST. PAVEMENT PER CITY STANDARDS & SPECIFICATIONS SF 4,766 - _. . _ - - = ---- --_- :�� `W" -_ -_--._.__.__-_--_._______._ SPEC TIONS PRIOR TO START OF CONSTRUCTION. 64 INSTALL 12'x12" FLANGED CROSS EA. 1 FOOTH _ BLV OUT - - - 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SWILL. FAMILIARIZE THEMSELVES WITH THE SITE AND SHALL BE HELD SOLELY RESPONSIBLE FOR 65 INSTALL 12"X6' FLANGED TEE EA 7 8 "! � �-°�,�� ,, .. � � ��� -�-�.. ,�;__-_-- ,-,, � .�, Ww-.--. _- ___. -- - "_ ✓�s.nv ^" '. � �. -. '' ""' .. r _ ._ . f; ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY, OR 67 INSTALL 12"X10" FLANGED REDUCER EA. - 1 -" �. ,�, '``"-'''"`a` r' �, 'i �,. 1 ARE SHOWN ON THESE PIANS. 68 REMOVE WELD CAP & JOIN 12' WATER MAIN EA. - 2 •� j ; 2 1�` ;.�' f j 4. ALL 6-INCH WATER LINES SHALL. BE 12 GAUGE STEEL; ALL 8-INCH 69 INSTALL 2" WATER SERVICE W/ METER PER STD. DWG. NO.2 & 2A EA. 4 8 V �• ' THROUGH 16-INCH WATER LINES SHALL BE 10 GAUGE STEEL, CEMENT 70 INSTALL 6' WATER FIRE SERVICE PER STD. DWG. NO. 28 EA. 2 5 ! I ` 1' ;% �:!• '� �r r MORTAR LINED rAND COATED IN ACCORDANCE WITH ANSI/AWWA SPECIFICATION C205-00 71 INSTALL 3' WATER SERVICE W/ METER PER STD. DWG. N0. 28 EA. 2 5. THE MINIMUM AND MAXIMUM STATIC WATER PRESSURE WITHIN THIS 72 INSTALL 8" WATER FIRE SERVICE PER STD. 28 EA. 2 - I r f ,' ' - f PROPOSED SYSTEM IS 90 PAL AND 95 P.S.I., RESPECTIVELY. (FIRE) I SES► � �;� ,,� �,.'/ , ' 73 INSTALL Erx10' FLANGED TEE EA. 1 - , I '. fi / ;" _ _ 6. ALL METER SIZES SWALI,. BE DOMESTIC do LANDSCAPE. 74 INSTALL 10" RESILIENT GATE VALVE PER STD. DWG. NO. 4 EA. - 2 i �---�"�,�� ���-.--- /�,,/ �� ,%�,� , � _ _ ___ - � - .�- �[ 7. THE MINIMUM COVER FOR g' AND 8 ' WATER-LINES SWILL BE 3CF, 10" WATER LINES SHALL BE 36', 12' WATER LINES SHILL BE 42", & 1 Er WATER LINES & ABOVE SHALL. BE 42'. 8. ALL FIRE HYDRANT LOCATIONS SHALL CONFORM TO THE STANDARD INDEX MAP SPECIFICATIONS OF THE CITY OF RANCHO CUCAMONGA FIRE PROTECTION SCALE : 1'=200` DISTRICT. 9. THE DEVELOPER SHALL HAVE THEIR ENGINEER VERIFY THE ELEVATIONS OF ALL EXISTING WATER MAINSAT POINTS OF CONNECTION PRIOR TO ANY UTILITY CONTACT CONSTRUCTION OF FACILITIES. ANY NECESSARY CHANGES OF WATER LINE DEPTH DURING CONSTRUCTION SHALL BE REPORTED TO THE CUCAMONGA CONTACT THE FOLLOWING, AS REQUIRED, 2 WORKING DAYS COUNTY WATER DISTRICT FOR REVIEW AND APPROVAL PRIOR CONTINUANCE PRIOR TO EXCAVATION: NOTE ON CONSTRUCTION PHASING OF CONSTRUCTION. GENERAL TELEPHONE COMPANY: (800) 422-4132 10. THE CONTRACTOR SHALL HAVE A CLASS C34 LICENSE. 280 SOUTH LOCUST 3/4 : 1 SLOPE 1. PHASE I CONSTRUCTION - ALL WATER MAINS AND APPURTENANCES NORTH OF P.O. BOX 2920 3/4 : 1 SLOPE OR GREATER OR CENTERLINE OF FOOTHILL BLVD. INCLUDING WATER MAIN, 11. THE CONTRACTOR SWILL BE REQUIRED TO OBTAIN THE NECESSARY PERMITS POMONA, CALIFORNIA 91766 OR GREATER OR ADEQUATE SHORING FITTINGS & VALVES AT DAY CREEK BLVD. (LINE "B') FROM THE APPROPRIATE LOCAL AGENCIES PRIOR TO ANY CONSTRUCTION ADEQUATE SHORINGWITHIN ANY STREET, RIGHT-OF-WAY OR EASEMENT. SOUTHERN CALIFORNIA EDISON CO. 1-800-655-4555 -- COMPACTED BACKFILL ---- 2, PHASE II CONSTROCT10N - ALL WATER MAINS AND APPURTENANCES SOUTH OF 12. ALL WATER METER SERVICES FOR THE USE OF LANDSCAPE IRRIGATION OR FON REDWOOD AVE. �---COMPACTA=D BACKFILL--------,,.,, OF FOOTHILL BLVD. LINE Cr (EXCEPT PUBLIC DOMESTIC USE, OTHER TH N FOR RESIDENTIAL. SHALL HAVE FONTANA, CA 92336 oe�: GRANULAR BEDDING LINE B" AS DESCRIBED ON PHASE 1) SHOWN ENCLOSED INSTALLED AN APPROVED REDUCED PRESSURE PRINCIPAL BACKFLOW WITH "CLOUDS" ON PLAN. ASSEMBLY AS THE MINIMUM BACKFLOW PROTECTION REQUIREMENT. 10440 SH VALLEY WATER DISTRICT: (909) 987-2581 - FROM SELECTED TRENCH MIN 13. THE WATER CONTRACTOR SHALL. BE RESPONSIBLE FOR INSTALLING DlSTRICT- 10440 ASHFORD STREET ' MIN SIDE MATERIAL N y RANCHO CUCAMONGA, CALIFORNIA 91730 8' MAX '� 8' MAX FURNISHED METER BOXES. OCA CABLEVISlON: (909) 987-2225 w 14. PRESSURE REGULATING VALVES ARE REQUIRED FOR EACH SERVICE WHERE 9155 ARCHlBALD AVENUE, SUITE H 6 _' :a NOTES: THE WATER SYSTEM PRESSURE EXCEEDS 80 P.S.I. (SEE NOTE 15). RANCHO CUCAMONGA, CALIFORNIA 91730 1-800-427-2200 RES. ' LEGEND 15. THE MINIMUM SEPARATION BETWEEN WATER LINES AND SANITARY SEWER SOUTHERN CALIFORNIA GAS COMPANY: 1. TRENCH WIDTH SHALL BE CONTROLLED 216 N. EUCLID AVE. 1-800-427-2000 COMM: SEWER AND TO TOP OF PIPE ZONE. LINES SHALL CONFORM TO THE STATE OF CALIFORNIA ENVIRONMENTAL ONTARIO, CA. 91762 WATER MAIN PROPOSED WATER UNE WITH VALVE HEALTH CODE, TITLE 22, SECTION 64630-C. 2. TRENCH DEPTHS OF GREATER THAN 5' 16. SAND BEDDING AND SAND BACKFILL IN THE PIPE ZONE IS REQUIRED METROPOLITAN WATER DISTRICT: =.6'D' SHALL HAVE ADEQUATE SHORING. W -�-- EXISTING WATER UNE WITH VALVE UNLESS NATIVE MATERIALS ARE CONSIDERED SUITABLE AS SUCH BY THE 700 N. MORENO AVENUE ( ) 593-7474 .6'D' NOTE: COMPACTION SHALL BE 90% IN ALL FH ��► FIRE HYDRANT ASSEMBLY DISTRICT ENGINEER. LA VERNE, CA. 91750 ZONES UNLESS OTHERWISE SPECIFIED GRANULAR BEDDING 3. CLASS it AGG. BASE ALL TRENCHES LESS TRENCH STABILITY SHALL CONFORM FROM SELECTED TRENCH MAN 100' IN LENGTH PER CITY RANCHO 17. TRENCH RESTORATION AND PAVEMENT REPAIR SHALL BE IN ACCORDANCE PIPE SUBGRADE UNDISTURBED WITH THE STANDARDS AND SPECIFICATIONS OF THE APPROPRIATE LOCAL. PACIFIC TELEPHONE COMPANY: (714).999-5639 NATIVE MATERIAL SHAPED TO TO CAL-OSHA REQUIREMENTS SIDE MATERIAL CUCAMONGA STD DWG. 120 WATER SERVICE & METER AGENCY. ACCOMODATE BOTTOM OF PIPE CENTERLINE 18. THE WATER CONTRACTOR SHALL ADJUST ALL GATE VALVE COVERS TO GRADE PRIVATE ENGINEER'S NOTICE TO CONTRACTOR TYPICAL TRENCH SECTION PROPERTY LINE AFTER FINAL PAVING IS COMPLETED. 19. PRIOR TO THE ACTIVATION OF ANY NEWLY CONSTRUCTED WATER LINES, OR THE EXISTENCE AND LOCATION ANY UNDERGROUND UTILITY PIPES STRUCTURES STD. DWG. NO. 30. CURB & GUTTER UNE ANY CONNECTIONS TO EXISTING SYSTEMS, HYDROSTATIC TESTING AND SHOWN ON THIS PLAN ARE OBTAIAI NED BY A SEARCH OF AVAILABLE RECORDS. TO THE DISINFECTION SHALL BE PERFORMED N ACCORDANCE WITH THE SECTION 5, BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODSTRACT BOUNDARY TECHNICAL PROVISIONS, OF THE STANDARD SPECIFICATIONS OF THE TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON _. CUCAMONGA COUNTY WATER DISTRICT. THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATEDO ------ DENOTES WATER PLAN SHEET NO. 20. THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY UNDERGROUND SERVICE TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE ALERT (1-800-227-2600) AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR PROVIDED A SAFE PLACE TO WORK AND THE PUBJJC IS PROTECTED. ALL CONTRACTORS TO START OF CONSTRUCTION. AND SUBCONTRACTORS SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL REDENOTES SCOPE OF PHASE II CONSTRUCTION 21. FOR WATER SYSTEM INSPECTION ON THIS PROJECT, THE CONTRACTOR SHALL ALL. OTHERS ARE PHASE I CONTACT THE CUCAMONGA COUNTY WATER DISTRICT AT (909) 987-2591, THE CML ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S TWO WORKING DAYS PRIOR TO THE REQUIRED INSPECTION DATE AND SUBCONTRACTOR'S COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH REGULATIONS' OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS 'CONSTRUCTION s 22. THE CONTRACTOR SHALL RETURN A LEGIBLE AND CLEAN SET OF 'AS-BUILT' O Q�pf ESS/0, ' ; D IAL TOLL FREE DRAWINGS TO THE CUCAMONGA COUNTY WATER DISTRICT PRIOR TO FINAL CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RS' 4'� C. �` 1 "'�00-422-4133 ACCEPTANCE OF ANY SYSTEM. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF Q ��, ih{� APPROVED FIRE PROTECTION DISTRICT 2 THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THISN z 23. APPROVAL OF THESE PUNS BY THE CUCAMONGA COUNTY WATER DISTRICT REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL. WORKING � No. 20596 m AT LEAST TWO DAYS HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER ^ DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OR EXISTENCE AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION 9-�-� *� BffOIRE YOU DKA OF ANY EXISTING UNDERGROUND FACILITIES, WHETHER OR NOT SAID CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE FACILITIES ARE SHOWN ON THESE PLANS. NEGLIGENCE OF THE OWNER OR ENGINEER. 9lE` UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA w RANCHO CUCAMONGA FIRE DISTRICT 0 BENCH MARK PLANS REqdUNDER SUPERVISION OF DATE APPR ED " ( DE Bl: �WNBf CHEOU B� CUCAMONGA CITY OF RANCHO CUCAMONGA MORSt 17320 Reil Ave. DRAWING Ni BENCHMARK N . 10051, ELEK: 1300.686 0 Sui1e330 BY - R.C. D.L. C.C.W.D.ZHB VALLEY WA TER DISTRICT �_Wz5_ SET 2' BRASS DISK IN CONC. CURB STAMPED D O K 1 C M Irvuse,a 92614 ASSISTANT GENERAL MANAGER C00 WATER IMPROVEMENT PLAN FOR 'CITY OF RANCHO CUCAMONGA BN 10051 1987' STAV C. MORSE Voices 949-231-8821 mFOOTHILL BOULEVARD AT THE NORTHWEST CORNER OF BASELINE ROAD S c H U L T S FAk 949.231-0314 E-CUCAMONGA VALLEY WATER DISTRICT SCALE- ow No. AND SWANSON PLACE 0.25 MILES WST OF ENGINEERING DEPARTMENT ETiWANDA AVENUE, AT7H 02-23-04"4" RLY END of 10440 ASHFORD ST. , CUCAMONGA, CA. 91730 AS SHOWN DP 5821 COM AMY FACMES DISTRICT 2003-18 REV. DESCRIPTION DATE CATCH BASIN 2 FT. NORTH OF CURB RETURN. 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Li 1 0 0 .aa. .,.. — r _. I _. .-_ _. i -., _ - _ ____-____..__-.._----_----__.__.�____._,----_______/_ v-— SCALE 1 =4 �:. •'. -' '. w'.-777 _ _-___ ___—._______-______._.---______ ____ /- __ IST. 12" CML do C WATER UN PER 0 , .- - "... _ ���- .._____._.______._,_. � - - CCWD DWG. NOCH-23-002-W-17-2 _, _._._. _.,_ ___-__ ,.-____._---__.._-___-.___— . .,,.x..xx, - .-..._.,,_...:.�....- .., _._.. ___ -Ill _._..,•✓' ,- ______.._________.__.___T_.____ __.-_ . ;a: :: ` 11 1, n., 1. I „c... f , -y,-, � t ,.-.i-- N 89' i��4 '---------I--- . �x . q _,_ 5501 . ..;� �. ��s _.._.m t, _. 1 _-_, ..._____. .,. N 89'5501 w 805 1. 21 r-.,-_ _--. t 25 .,,_._.- .-_. __ _._.,_ __, -_.__” -_.. .,-,_ ____ -,,.__ ._.-I-.-"--l------ w r / ` I EXIST. GAS UNE 2 r r !f, . • I /I a i� ,J - / STREET I -`- - {- _ _ g -1 r _ _ __ _ .[-----.-"i- _ ____. (--�----—r��*r� _T _—i--------- /_ f a,1 Ey;1 rr (:-� F�.l l i r.., - } A:n- _-- -f- --- __._1i.1 __._ _.__,_ _ - __ r 1 T- - _ _- --- -- -1 -- -- _---` -- —_ ----'--'----'- _ _ ...,,, '_7` 1,A I �C__J}-----1— --�—r -- -- -, , t i- .i ?r__ I r•'-,�— _` I - t _ _ _ _-- 1 41 I J .-.-_. LU •__.._—__ '_-__'__-.__.___-_.-.._.,-_. _..- _ .- �-7 _ _� t'-J _---_ ) _.__�-____ _ ___._.__.___.�_.._____.___.__.__________. _ ________..__...____-_._._ __._._.____._ _. -_ -- —'- ----------- - - ----- - ----r-- - _-- _—_ _... . «._-_ ___ _ ,,-_.__,- -- __ t r� �.{ r .._._- »__.—.__.-. —� a�L .. __._ _ __._._,_- -- P.-y--9.7.6,__W ST,'LY i ._-_--_-_-._-. : /� ;.' EXIST. AC PAVEMENT - _ ----- -..-.---------'-",-L-,--________ I r �" CAL TRANS RELN $ /tiI��IIT PpIN� I _.- _ _ Crn� of RANcrrQ �- __ L w. _: r _ - - . _.W, _ r , . __-._ I �r' STATE OF CAL/FORNIA C RfWCHO`�' - -� �-- ---- _ : ,f ,' r r �!�' %' rTY F r -_ - CAL TMNS) EXIST. tOr WATER UNE STA ,OF FORNlA`� ��\� !�� _ .. r =" - - -- - .,-,-..._.�. -- PER D 2-W13-2 ..,..._. ------.--.-.--=I. . ll, '__ _ G4L S -- - - C 192-W13-2 ,00- N- - _-----_ -_-L -----------L---,-______, _ ____. __ _ - --- _._ ......_.__, __ ________-__ " I I fj--,-_--­--L-�?___ -- _.... __�-.,- s. f/ - -- l- n^ I- h I z r_ R, r ir — ., ,: ..+,., r`� ,__...._�C a -. L: .__._.,G._--.:_- .-._-_-'_•_, _ ._- ... "li i , ~\`\\ I�I/I r/I• J t- + :. .u,... — " ; WA `e / .6 / // .11, I � . ass LAE � OCA 770V OF a48 LAVE 5 ,'r` ,` , / \�\ i TO EXCAVA770M l /` ,/l ,i' F'�JOTHIL.L BOULEVARD `, I I CONSTRUCTION NOTES : ` - k i I (@ INSTALL t2"-10 GAGE CML & C WATER MAIN INSTALL Er 0 ® GAGE CML do C WATER MAIN. 51 INSTALL 12'x12• FANGED TEE 61 INSTALL It X 45' FLANGED ELBOW ® INSTALL t 2• RESILIENT GATE VALVE PER STD. DWG- No. 4 @ TRENCHING PER STD. DWG No. 30 (DETAIL ON SHT. t) 11 INSTALL I t x d' FLANGED TEE 0 REMOVE & REPLACE - IN-KIND EXIST. PAVEMENT PER CITY �y" STANDARDS do SPECIFICATIONS i DIAL TOLL FREE Q�pf ESSfo NOTE: INSTALL 1Yx22 1/z FLANGED ELBOW 'y`I. 1 -800-422-4133 t,��wO �y �' � `��, p'`°'�"' CLOUD SYM80L ON PLANS DENOTES SCOPE OF PHAS II © INSTAL- FIRE HYDRANT ASSEMBLY PER STD. DWG. No. 3 ® TAH- 17'x12" FLAMED CROSS PHASEII FIRE PROTECTION DISTRICT 2 2, o REMOVE EXIST. BLIND FLANGE dt JOIN @ INSTALL t2'x Cr FLANGED TEE AT LEAST TWO DAYS `> �' z CONSTRUCTION ALL OTHERS ARE PHASE I. SEE SHEET 1 �, No. 20596 ,,, BEFORE YOU DIG �* EXP. 9-30-05 *� „�,—,.�':.�" FOR RELATED NOTES. © TACK WELD ALL JOINTS 80' BACK FROM ALL ELBOWS, BLOWOFF, ® REMOVE WELD CAP do JOIN 1Zr WATER MAIN AND THROUGHOUT CURVES PER STD. DWG. NO. 9 69 INSTALL Y WATER SERVICE W/ METER PER STD. DWG. NO.2 do 2A CIVIL \P i � INSTALL 8' RESILIENT WEDGE GATE VALVE PER STD. 0 INSTALL 6' UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 9/E`� cAl.��� � DWG. N0.4 WATER FIRE SERVICE P -' Q (FIRE) E ER STD. DWG. N0. 2B RANCH Cu AMO G FIR DISTRICT Q WELD CAP 0 TEMPORARY END OF LINE 71 INSTALL 3' WATER SERVICE W/ METER PER STD. DWG. NO. 2B 0 BENCH MARK PLANS RED NDER SUPERVISION OF M O t s I 17320 lt*&N Ave. DATE APPROV - r 4� DESK2IED BY: DRAWN BY: CHECKED BY: CITY OF RANCkO CUCAMONGA oRAwu�c No. BENCHMARK NO. 10051, ELEV.: 13 .688 Suite 350 BY • R•C• D.L. c.c•w.D./HLA UCAMONGA VALLEY WATER DISTRICT SET 2' BRASS DISK C M NC.G CURB STAMPED63�r D O K 1 C H keine,U 92614 ASSISTANT GENERAL MANAGER/C00 WATER IMPROVEMENT PLAN 004'WZ 5-Z • 'CITY of RANCHO cucA3roNCA Bw 10051 Isar' STA L C. MORSE Voices 949-251-8$21 FOR AT 13.1€ NORTHWEST CORNER QF BASELINE ROAD CUCAMONGA VALLEY WATER DISTRICT SOLE: WM No.: AND SWANSON PLACE 0.23 MILES WEST of i C H U lT FAS(; 949-231-0316 ENGINEERING DEPARTMENT FOOTHILL BOULEVARD ETIWANDA AVENUE, AT SOUTHERLY END OF - REV. DESM'DOM DATE CATCH BASIN 2 FT. NORTH OF CURB RETURN. DATE D2-2.3-04 R.C.E. 20596 P L A N N N R S N N Q I N ! ERS S U R Y / Y O R S 10440 ASHFORD ST. , CUCAMONGA, CA. 91730 AS SHOWN DP 5821 . (909) 987-2591 ATLAS MAP 411 T.G. PG.: COANAL TY FACILITES DISTRICT 2003-� SHT.2 DF 3 is\46608\IMPLANS\CFD2B\WAT02.dw9 2/23/04 Ow9, X10, 1 '/ ?1� ghee f- 2 ,q 0(f 2 e; ( • I _ i j� CUCA 01\1 i2�O LP ?0 6 _ Ye22 -20—J-44 41 , i 10 04 ry SCALE 1"=40' 40 A N PROP DRAIN . _, cli •_.. ( .,,., r x : , • z Y, j ., .._.._- .., ,._. •_-_. ._._,... _. _.__.___.,..... ___... ,.. _.eta'-."."• .� +.,.,....r• -- ..._:_ _ _ "--_ c. — 372. 37(3:1 1(89'55 O 1 4N- .. EXIST. 12' CML do W PIPE PER 6 _.... PROPOSED 8"SEVVER DWG. 91-W30-2 PM 13808 "` -_,_.___.___ __-_. _., EXIST � .7_77- 1_ T _ EXIST. 10' C & W PIPE PER ' °,,•'" _ __ _... ;, {F_ „_ ,_..... __. DWG 91-W30-2 PN 1 _..__.�..-.._._. �- _.._-,__ 8"SEllYER _ y: P 1205-- 4 205 Air - .aa • - bq�� •`�."'..•"•"'run+a.a.+,wuawvr...w.v.:.ernµ.m,rxr'r w..rJ —..�.�T_ 'i. -17 , t o N t» o y �p q N ! r P _ r n O Oi 1 n fix{ + + Y l s- Of r ,r i ! i +� Z { N Q �y Vf ,+ Gf 1 Go 7 o�0 9 0 69 9 0 5 5 r fUr E COINAINdrIF CIA SITE FOOTHILL BOULEVARD CONSTRUCTION NOTES ® INSTALL I t-10 GAGE CML do C WATER MAIN © INSTALL It RESILIENT GATE VALVE PER STD. DWG. NO.4 © INSTALL FIRE HYDRANT ASSEMBLY PER STD. DWG. NO. 3 ©6 REMOVE EXIST. BLIND FLANGE do JOIN © TACK WELD ALL JOINTS 80' BACK FROM ALL ELBOWS, BLOWOFF, AND THROUGHOUT CURVES PER STD. DWG. NO. 9 5s WELD CAP 0 TEMPORARY END OF UNE TRENCHING PER STD. DWG NO. 30 (DETAIL ON SHT. 1) © REMOVE & REPLACE - IN-KIND EXIST. PAVEMENT PER CITY STANDARDS do SPECIFICATIONS 65 INSTALL 12"X d' FLANGED TEE © INSTALL 17X10' FLANGED REDUCER 69 INSTALL t WATER SERVICE W/ METER PER STD. DWG. NO.2 do 2A INSTALL Cr WATER (ARE) SERVICE PER STD. DWG. NO. 2B NOTE: 71 INSTALL I WATER SERVICE W/ METER PER STD. DWG. NO. 2B DIAL TOLL FREE Q�ofEss�o r �a CLOUD SYMBOL ON PLANS DENOTES SCOPE OF PHASE II ® INSTALL 8" WATER (FIRE) SERVICE PER STD. 28 1 -800-422-4133 INSTALL 12"x10 RANGED TEE I C. Fy CONSTRUCTION. ALL OTHERS ARE PHASE I. SEE SHEET 1 FOR RELATED NOTES. APPROVED FIRE PROTECTION DISTRICT 2 AT LEAST TWO DAYS No. 20598 '�^ m '`""' ® INSTALL 10' RESILIENT GATE VALVES PER STD. DWG. N0. 4 BEFORE YOU DIG c�* Exp. 9-30-05 *_ CIVIL ��' -- -- UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA F cw1prC I L��� RANCHO CUCAMONGA FIRE DISTRICT �, � DESIGNED BY. DRAWN BY: CHECKED BY: E 0 BENCH MARK: PLANS RED NDER SUPERVISION OF m o n s t 17320 t*&0Avea DATE APPRO ED DRAWING Na CITY OF RANCHO CUCAMONGA Suitt 330L 4CUC7AMONGA VALLEY WA TER DIS TRIC T BENCHMARK NO. 10051, ELEVn: 1300.686 D o K 1 e H Irvine,CA 92614 BY R.C. D.L. C.C.W.D./HB WATER IMPROVEMENT PIAN FOR SET 2 BRASS DISK IN CONC. CURB STAMPED ASSISTANT GENERAL MANAGER/C00 'a TY OF RANCHO CUCAMONGA BN 10051 198r STA L C. MORSE Vote:944-231-8021 AT THE NORTHWEST CORNER OF BASELINE ROAD s c H U Ll Z FAM 449.231-4316 CUCAMONGA VALLEY WATER DISTRICT S� WORK o� No.: FOOTHILL BOULEVARD AND SWANSON PLACE 0.25 MILES WEST OF ENGINEERING DEPARTMENT E17WANDA AVENUE', AT SOUTHERLY END OF 10440 ASHFORD ST. , CUCAMONGA, CA. 91730 AS SHOWN DP 5821 REV. DESCRIPTION DATE CATCH BASIN 2 FT. NORTH OF CURB RETURN. DATE 22-23-04 R.C.E. 20596 P L A N N i R S I N X31 N E i R S S U R V I Y O R S COM(IMMY FACLrrE8 DISTFWr 2003-18 SHT 3oF 3 (909) 987-2591 A1us MAP: 2 11 T.G. PG.: I.\4M\IWlM\CFD2B\WAT03.dw9 2/23/04 t�w�, At&, 19 It/ 5hceV- 2,sr cj- 2� .NI I BASELINE RD. i N CHURCH ST. �g _ SEWER SYSTEM TES O D T FOOTHILL BI-VD. 1. ALL SEWER LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PROTECT CUCAMONGA COUNTY WATER DISTRICT'S STANDARD SPECIFICATIONS AND THE S CAMONGA VALLEY WATER IS TR C C 41! SITE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS ARROW RT. SEWER IMPROVEMENT PLAN CONSTRUCTION, 2. THE CONTRACTOR IS RESPONSIBLE FOR SECURING FROM THE CUCAMONGA C ¢ COUNTY WATER DISTRICT COPIES OF THE LATEST STANDARD SPECIFICATIONS PRIOR TO START OF CONSTRUCTION. � 4TH ST. CONINIUNIT FACILITIES DISTRICT 2003mlB3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE THEMSELVES WITH THE SITE AND SHALL BE HELD SOLELY RESPONSIBLE FOR mama ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY, OR INDIRECTLY, LI FROM THEIR OPERATIONS, WHETHER OR NOT SAID FACILITIES ARE SHOWN ON FOOTHILL BOULEVARD THESE PIANS. 4. ALL SEWER LINES SHALL BE VITRIFIED CLAY PIPE (V.C.P.), UNLESS IN THE. CITY OF RANCHO CUCAMONGA OTHERWISE SPECIFIED ON THE PIANS, AND SHAM CONFORM TO THE SPECIFICATIONS OF THE CUCAMONGA COUNTY WATER DISTRICT. THE MINIMUM SLOPES FOR ALL SEWER MAIN LINES SHALL CONFORM TO SECTION 11-14, VICINITY MAP TECHNICAL PROVISIONS, OF THE STANDARDS AND SPECIFICATIONS OF THE NOT TO SCALE +, I CUCAMONGA COUNTY WATER DISTRICT. I 5. ALL SEWER LATERALS SHALL BE V.C.P., UNLESS OTHERWISE SPECIFIED ON 1 I THE PLANS, AND SHALL CONFORM TO THE SPECIFICATIONS OF THE CUCAMONGA COUNTY WATER DISTRICT. ALL HOUSES LATERALS SHALL BE 4 CONSTRUCTION NOTES AND QUANTITIES ESTIMATES - INCHES DIAMETER, WHILE LATERAL SIZING FOR OTHER FACILITIES 4 1 � (COMMERCC IAL, INDUSTRIAL, APARTMENTS, ETC.) SHALL BE AS NOTED ON THE SEWER IMPROVEMENTS NOTES QUANTITIES PLANS. ALL LATERAL CONNECTIONS TO THE MAIN LINE SHALL BE THROUGH -"�'"` _ t_-- - A WYE CONNECTION, UNLESS OTHERWISE SPECIFIED ON THE PIANS. UNIT TOTAL _I 6. THE CONTRACTOR SHALL BE REQUIRED TO OBTAIN THE NECESSARY 30 CONST. a VCP SEWER MAIN (TRENCH PER C.V.W.D. STD. DWG. NO. 30). 802 I � r•- ; i PERMITS FROM THE APPROPRIATE LOCAL. AGENCIES PRIOR TO ANY 00 31 CONST. 4' DIAMETER MANHOLE PER C.V.W.D. STD. DWG. N0. 18. EA 4 ti� W_ ; CONSTRUCTION WITHIN ANY STREET, RIGHT-OF-WAY OR EASEMENT. --- �� I XfSTING_ SEWER -MAIN __ � � 32 CONST. IT VCP SEWER MAIN TRENCH PER C.C.W.D. STD. DWG. NO. 30) LF GI -_.. -.y-� —� 7. THE DEVELOPER SHALL HAVE THEIR ENGINEER VERIFY THE ELEVATIONS OF ( 33 CONST. 5 DIAMETER MANHOLE PER C.V.W.D. STD. DWG. NO. 18 1 _ _ �`�� ALL EXISTING MANHOLE INVERTS AT POINTS OF CONNECTION PRIOR TO ANY O03-SO 1-2 & 3 7iy CONSTRUCTION OF FACILITIES. ANY NECESSARY CHANGES OF MANHOLE J 34 INSTALL 8" PLUG EA 0N 00 2s DEPTH OR DESIGNED SLOPE OF THE SEWER LINE PRIOR TO OR DURING 1 -�- --_ - �- � CTION SHALL BE REPORTED TO THE CUCAMONGA COUNTY WATER 35 INSTALL 15 PLUG EA O _- - _.__.__ _- _--- _ _ ___ __-._-__._` _ __ __-_ . _ 3 ,� CONSTRU �. �� ; I �� � f DISTRICT FOR REVIEW AND APPROVAL. PRIOR TO CONTINUANCE OF FOOTHILL BOULEVARD CONSTRUCTION. 36 REMOVE & REPLACE EXISTING AC PAVEMENT IN PER CITY STDS. SPECS. SF 2,040 T LST. MANHOLE & RE-CHANNEL BASE PER DETAIL ON SHT. 2 FJ� a�� 8•37 BREAK IN 0 EX - THE MINIMUM SEPARATION BETWEEN WATER LINES AND SANITARY SEWER _.. .., _� �__ __� _. _. �_ _ _� _. __ -_ _ _ _ ;_ __ , _- . T TH TA OF ORNIA ENVIRONMENTAL 39 PLUG & REMOVE EXISTING 15 SEWER PLJ2 DETAIL ON SHT. 2 FA - __ __.. LINES SHALL CONFORM 0 E STATE CALIF 1 _ _. _� --_– _ __ !_ r I -- _- _ _ .� �r _ -- - .�._--_.�_.�_--..____.__ HEALTH CODE, TITLE 22, SECTION 64630-C. 401 INSTALL 6' VCP LATERAL PER C.V.W.D. STD. NO. 15 LF 250 R M VE D(IS11NG I E 0 41 REMOVE EXISTING IT VCP SEWER MAIN LF 100 15� SEWER 1 9. THE CONTRACTOR SHALL. HAVE A CLASS C42 LICENSE 50 INSTALL STEEL CASING PER CVWD STD. DWG. NO. 22 LF 80 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING MANHOLE CHANNEL GUARDS IN ALL SEWER SYSTEMS AS 3 DIRECTED BY THE DISTRICT ENGINEER. 3I I 11. SAND BEDDING AND SAND BACKFILL. IN THE PIPE ZONE IS REQUIRED UNLESS NATIVE MATERIALS ARE CONSIDERED SUITABLE AS SUCH BY THE j1 n DISTRICT ENGINEER. 12. TRENCH RESTORATION AND PAVEMENT REPAIR SHALL BE IN ACCORDANCE t s W 4 WITH THE STANDARDS AND SPECIFICATIONS OF THE APPROPRIATE LOCAL AGENCY. UTILITY CONTACT (' I -` 13. THE DEVELOPER SHALL HAVE THEIR ENGINEER VERIFY THE ELEVATIONS CONTACT THE FOLLOWING, AS REQUIRED, 48 HOURS i ��% I I OF THE MANHOLES IN ANY PAVED SECTIONS TO ALLOW ANY NECESSARY N I !, i ADJUSTMENTS TO THE MANHOLE FRAMES PRIOR TO PLACEMENT OF FINAL PRIOR TO EXCAVATION: PAVEMENT. GENERAL TELEPHONE COMPANY- (800) 422-4132 INDEX MAP - 14. BACKWATER VALVES ARE REQUIRED ON ALL SEWER LATERALS PER sr 280 SOUTH LOCUST SCALE : 1'=10(Y - -- I I ----- SECTION 3.8 OF SEWER ORDINANCE 32-C OF THE CUCAMONGA COUNTY P.O. BOX 2920 WATER DISTRICT. INSTALLATION OF BACKWATER VALVES SHALL.. CONFORM TO POMONA, CALIFORNIA 91766 _-- --- _=- ' SECTION 16-01 OF THE STANDARD SPECIFICATIONS OF THE CUCAMONGA SOUTHERN CALIFORNIA EDISON: (714) 529-7070 COUNTY WATER DISTRICT. 2191 EAST BIRCH STREET (714) 529-2889 BRLA, CALIFORNIA 92621 15. GREASE INTERCEPTORS ARE REQUIRED FOR fHE PROPER MAINTENANCE OF LIQUID WASTE CONTAINING GREASE, SAND, SOLIDS, ACID OR ALKALINE CUCAMONGA VALLEY WATER DISTRICT: (909) 987-2591 SUBSTANCES, OR OTHER INGREDIENTS WHICIt MAY BE HARMFUL TO THE 10440 ASHFORD ST. PUBLIC SEWER SYSTEM. SIZING OF GREASE INTERCEPTORS SHALL CONFORM RANCHO CUCAMONGA, CALIFORNIA 91730 TO SECTION 3 OF WASTEWATER ORDINANCE 28-C OF THE CUCAMONGA COUNTY WATER DISTRICT. INSTALLATION OF GREASE INTERCEPTORS SHALL DCA CABLEVISION: (714) 987-2225 CONFORM TO SECTION 16-02, TECHNICALL, IPOVISIONS, OF THE STANDARD 9155 ARCHIBALD AVENUE, SUITE HSPECIFICATIONS OF THE CUCAMONGA COUNWATER DISTRICT. RANCHO CUCAMONGA, CALIFORNIA 91730 16. THE CONTRACTOR SHALL RETURN A LEGIBLE AND CLEAN SET OF "AS SOUTHERN CALIFORNIA GAS COMPANY- (714) 529-2889 BUILT" DRAWINGS TO THE CUCAMONGA COUNTY WATER DISTRICT PRIOR TO 2191 E. BIRCH STREET (714) 529-7070 BREA, CALIFORNIA 92621 FINAL ACCEPTANCE OF ANY SYSTEM. METROPOLITAN WATER DISTRICT: (213) 593-7474 3/4 1 SLOPE OR GRLEGEND 3/4 : 1 SLOPE OR 17. THE CONTRACTOR SHALL. BE RESPONSIBLE TO NOTIFY UNDERGROUND P.O. BOX 54153 "OR GREATER OR ADEQUATE SHORING SERVICE ALERT (1-800-227-2600) AT LEAST IWO WORKING DAYS (48 LOS ANGELES, CALIFORNIA 90054 2f18 72 M H. 15 - STATION ALONG SEWER EINE ADEQUATE SHORING �, --- COMPACTED BACKFILL ---�� HOURS) PRIOR TO START OF CONSTRUCTION. =38+$8.82 STIR. STA. �-' COMPACTED BACKFILL -----�� PACIFIC TELEPHONE COMPANY: (714) 999-5639 �--- EQUIVALENT STREET STA. GRANULAR BEDDING 18. FOR SEWER SYSTEM INSPECTION ON THIS PROJECT, THE CONTRACTOR FROM SELECTED TRENCH SHALL. CONTACT THE CUCAMONGA COUNTY WATER DISTRICT AT (909) ':- 6" MIN SIDE MATERIAL N 1 6' MIN 987-2591, TWO WORKING DAYS PRIOR TO THE REQUIRED INSPECTION DATE. PROPOSED SEWER LINE fr MAx104 o - MAX :2 19. APPROVAL OF THESE PLANS BY THE CUCAMONGA COUNTY WATER W WATER UNE WITH VALVE W S NOTICE TO CONTRACTOR N � � DISTRICT DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OR PRIVATE ENGINEER Z o EXISTENCE OF ANY EXISTING UNDERGROUND FACILITIES, WHETHER OR NOT FIRE HYDRANT ASSEMBLY • SAID FACILITIES ARE SHOWN ON THESE PLANS. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SEWER AND SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE — WATER SERVICE & METER BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON WATER MAIN THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON CENTERLINE 0.6'D' NOTES: 0.6'D' THESE PLANS. GRANULAR BEDDING ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATEDPROPERTY LINE PIPE SUBGRADE UNDISTURBED 1. TRENCH WIDTH SHALL BE CONTROLLED FROM SELECTED TRENCH TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS NATIVE MATERIAL SHAPED TO TO TOP OF PIPE ZONE SID MATER ACCOMODATE BOTTOM of PIPE AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH CURD & GUTTER UNE REGULATIONS' OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS 'CONSTRUCTION 2 TRENCH DEPTHS OF GREATER THAN 5' SHALL HAVE ADEQUATE SHORING. =------�-- THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S TRACT BOUNDARY NOTE: COMPACTION SHALL BE 9096 IN ALL3. CLASS 11 AGG: BASE ALL TRENCHES LESS AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH pvESS/ ZONES UNLESS OTHERWISE SPECIFIED THAN 100' W LENGTH PER CITY RANCHO REGULATIONS' OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS 'CONSTRUCTION DIAL TOLL FREE G Q�,L L;• �'��� 3 SHEET NUMBER TRENCH STABILITY SHALL CONFORM CUCAMONGA STD DWG. 120 AND COMPLETE � —8OO-4Z2-4133 � TO CAL-OSHA REQUIREMENTS CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE 1 THIS PROJRESPONSIECT. INCLUDING G JOB SITE ISAFETY OF CONDITIONS AALL PERSONSTHE COURSE OF AND PROPERTY; CONSTRUCTION STION OF AT LEAN( TWO DAYS ' N No. -30- o REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING ~`' 'r' Exp• 9-30-05 HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER BEFORE YOU DIG * , CIVIL \�* TYPICAL TRENCH SECTIO N AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED, IN UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 9lF Ar CAI.ki NO. 30. CONNECTION WITH THIS PROJECT, EXCEPTING FOR t.lABlurr ARISING FROM THE SOLE STD. DWG. NEGLIGENCE OF THE OWNER OR ENGINEER. Q BENCHMARK: PLANS RED NDER SUPERVISION OF MORS11 17320 Redhid Ave. DATE APPR �•-- DESIGNED B`� DRAWN BY: CHECKED BY' ED 4CUC7AMONGA VALLEY WATER DISTRICT n CITY OF RANCHO CUCAMONGA ® Suift iso BENCHMARK NA 10051, ELEV.: 1300.666 BY R.C. D.L. C.C.W.D./HB �Tr SET 2' BRASS DISK IN CONC. CURB STAMPED 0 O K 1 C H ('rine,ca 92614 ASSISTANT GENERAL MANAGER/COO SEWER IMPROVEMENT PIAN FOR 'CITY OF RANCHO CUCAMONGA BM 10051 1987' STAIV C. MORSE ING CVoice:949-251-8821 Al CUCAMONGA VALLEY WATER DISTRICT SCALE WORK DW No.: FOOTHILL BOULEVARD AT THE NORTHWEST CORNER OF BASELINE ROAD !C H U t T 11 fAXs 944-251-0516 ENGINEERING DEPARTMENT AND SWANSON PLACE 0.23 MILES WEST OF EnWANOA AVENUE AT SOUTHERLY END OF10440 ASHFORD ST. , CUCAMONGA, CA. 91730 AS SHOWN DP 5821 COMMUNITY FACILITIES DISTRICT 2003-18 SHL 1 3 REV. DESCIi1PTION DATC AW'p CATCH BASIN 2 FT. NORnl OF CURB RETURN. DATE 02-23-04 R.C.E. 20596 P l A N N 8 R S LI; N O I N B B R S S U R V e Y O R S (909) 987-2591 ATLAS MAR 2411 T.C. PG.: k\46608\IMPLANS\CFD28\SEW0I.dw 2/23/04- 0 — , - - - - - - I- _­ __- � - - - - ____ _ ___ __T ­­_­ I__T ­ - --f.---------�---------�­----- -- ---- ­__ i---- ---- 7-- -1--­­-----, --- - ___ �­ - 1� : -" ''j---','---'' ­ ' --­­ -1 _­; ­___'_­ I-. I 1- 11-1. ­­-, � ­ -- , ­_ . -­� �... i , , - ,_� ,_ "I I­ . ­ ­ , - (- 1. � - I I :: I . I � , I � . I 1� I - i t I ! I � � � I I I I I I If - � I I �� � : . I .1 I - I f I I lF � t i i I i i , ­_ '_'_'_ --- f I, I t" -- --,�'- I_- _r _- � -- f-- - F- --I- -T ­: - ' ' " '-"* ' -r' * _f � I Y. . . � ; " I I ­ - I � —.r—� T_�—I— T —I- '_ ­_'. ,­­ _. --r -- --------- - ­ -— --- -i- ,---7, : I—,-1" 1. - , , _­_ ''-'*-"'_--- "T­­ ' ____ - -— -_'-,__ __'T_T—r- —1 -—7-T-7--, 7-T- f � f i i � i 4 � I I 1 7-- - -, ___1 '__ � � i I � I � I ! 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T- '-'----'- � , " 1 1 5 t �' I 11 t � f� i i I I � I i � i I � ­ � I , i I � : � , I i 7 i j ; � I . I . � I � � " � t - ': : �' . T , I I . I I i '� ; ; I I - I , i i I i i � t � � ! � i t I I � i t I ; � ; , , � I ; i I I I I r � 1 'i I I � ; ' I I � � i t i � L ! i ; ;' 1 1 - , I � ' 1 , I ' i f I � � i L .- I . �- �. � --- I- - , 1 ; I� � l q I I I 1 ! . i I 4 i � � 11 � , , L� � � I � I t - � I f � , i i, I ; I � - , � - : f i � . I t __­ 1.� I - � I I � r , � I � i I I i i I � i � r f i I i 1 1 � I � i i T � r i i � . I � � i I � I I I --- --- ­� -- . � t I i I I ! I � : I , I , I . I � � � , ' - ' -�­- ---- __ -__ � I i � � E I I I I F � � : -1 I I I f � r � I , �' � t I f I , I 11 i 4 ' I I 1 � , 1 t I z I c ?I � � � � , I I I � ! � l i I - I � � P I f � j � � , T � � ­ -.--- __ ___ - _, , � 4 I I I i . � I I I � I � 7 - i- ; � i I � a l I i . ; 1 i i ; � � � I ! 'I ! " � i I i I 11 � . I i ' '! � ; i I , j ' I I ­ - � � ( i I ; i � � I I � i I � I ! I I I ! i � ; I � I i I I F t 1 It � � , � ) i - `-_ 1 1 r j L 1�- I � : I : � I I , i I � ; I I I � � ? � � � I r � t I � f I I f I ; � i i t t t � i � � �f , � ( :��........-_, i,, - .- I I i I I t � � � I � � I 11 I � � t 11 i � c i t I 11 r � I I ' 1 1 1 i � � I � i I A � � � � �I p I � � � I I I � I I I ! -� i, I I ! � l I r I ; � i � I � �� � I i i : � I I ! � I I I I � �:'_'i _..'_ �.�'�: I � I I I I � l � I I � ' I i f 7 � � i t �" . i ; . I � . I I . � I I . '� � � e � I � - .- ­­_.T I I I . . � I I I � I � �_ ­� I . I . I I I ! � I I I I I ; I . I � I i � I I I , I � f . i . f I � � l � I I i i i f I I I � ; ! I : t . ; � � � I _ ------ . - . � c l I ; : 1 � ; � . ; .� I I � 77--,' ­_ .. , r- --i- i f , I i i ,I I i I ,I i f i � � I � � - � 1 1 � ; j " : � r I I I l � t j �j ' ; i i i I � , i i i � � I ! � � � I I I � i L : � I � � . ; � I ' i I ; t I I . � ? i i � � � : i i I 1_ � � ! � ; � I � ) � 1 � I I i I I I I ; � ! ! i ! i � ; I I ! I � � � � ; j . I � ' RNI$H CE-1, I I f ; r - - - ' 11 f t � i i i � r f : � I I 11 � h . m i I 11 r I i �S I - I j � I �' I , � i t ! i I � � f I � t I I L .. 1. -1. � ,I I � I � � i � 11 t ; I � i 1 � le i � t i ; I I � I - _ .:"____ __ - I I � 11 i t I � � I i t i � I I � . i � � ,� I t ­ --­ ­­ � i- t ! � � ,� r I I :, � ! � I ; � -.--.,.----.--- .---.1­�I­-- __ ­ -�I � " I Ir I I - . - I �. ir I - - -- I � ; I I I I I I I I � i ; I � I f I I k 4 �- I I I � f z � ,I- " ! � I � I . : I � - It j l I � t � - . I f i � � I : f I i � to , i � I I t � � � f k I . ( � t "� I �- � I f � I � I- r i 4 � i I � � ! t � � . I i , I f ; ; ; I ' ! ' I 11 : i I � � . I L ,:.- __:�-. . - I- I I i i, t I i - t t i ; ! � I � � � ; ., i I - I I � I I � I � I � � � I ' I ! f � I ! � : ! t � � i ­ �_- __I—— l I - i 4 i I I r i ' I ' ' ' � ' � ' __ ____ I - I - I ' � ' - I i � �' � ; I : , I I � I � � t I ; I I i t I '� , ! j " � r 5 � � ! I � I ; ; � ' i � I � � j � I i, I V IF� � � � I I i .. -. .­� - . 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It ! � - I I � f I � � � i � ,,, ? I � I � I j ! I I . . . 11 � I i i I � � ; � I ; I � i � l I I i � I I � : t % I I I I ; . � I I � 1 ' 1 - � I -__F-__I-- i t � : . 11 ; im I 11 i I I � I I,-_, ,I-,I I ' � t'',, 1, -.-i, .-,.I I I � t � I � I - g I I � .'I � I ! ' �, , -, " '-­� '_ - 1. I—- ____� - .." - ­_. 1-1�..I­-­ �-1.I I­ ..'-­ i� - - ­.-11 ­- ';.1-­­, -. ��­ '.�.-.: "I ­ ._. -_I � i �__1 - � I . � I -I - f I i . I � : i I I , --I- I i I ,� 4 i !_ '- , L i I I I . -- � _� --- -- -- - - -t T -I , .1.1 ­. - ."_� ,' .; �I I � �c � ,�. . . - I I I�.� '� ' 'I f I I -_. . � - If ; �� ­ - _____;_­_ - I .. .. - . .� ' -J- � I- - "- - �' - - ' '� � �.- � �--"-"'- --"-­ -'-'' � - �' - - - ­� _1 '_ _� _­­. � '___ , I i - , t' I - ! j i - I � - - — . I -�--4----�--- i � I I � i � i i � I f '205 c � i I I ; ( I f i � 005' � I - I � ! � I T � I I : � t i I � f � --I I f ; I -- �_'_T-' lf- - � I I . 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I . � � I I , I l � ­­ ____ __ - � I I I f � I � � N . S 1I � 6V � I � � � t i I--- I" i � l . I . � I I I . I I z � I I ; i i . i � -�--:- t I � i -I I :" :' j---T----�-----11-- - �� 1 t � [ , 1 � t I � i I � ! I ; f t " ' I I ' - I � � I I i � � 1 � � � i � i � � , ) I -: I - � i- I � I � ; � I : � . , I- I ; ll ; t i t ; I I ; � 7 �' � , , � I ; � : i ; � . ; � I I I : i � � " I I � � t t � � : 1. I Ir � i I i I ; � ); � I I I -I m I i t 1, i I I i i I I � I I - I ! I i I I ! I r ' I � I i � r � � i - ! � � � I I r � I I � I ' I f � ­_'__:':_.'_?_'___ �--I—— _____ - I. �1� - '' _ , , � . . , . , � � I i t I j I I i ! I � � � ? I ! --� f i I � I I f i i I � -1 I l , � 7 ( � � , r � ; � � � . I L � I � I I � t f � : V� j i � f i I_ I - : ; I i , I � I � I I � ; � � I � I : f i " I 1 -7 - . I I ­ I I I - I � l � i I . � � w I I ; � I - I - . I I I I � � I i � -�_--n i � i I I i � � I � � ' I t I I i I t � t l � I r � I I � : I 1 � 1 1 � 1 � � _�- t i 1 � " ; � I i t I i f 4 .-I I � � I "I � l : I � i � i I ; I i � i i i � ' ; t IF I i � , , I I � I I f j -- , ­.,--� - , � � L i 41 1 1 � I I i � ; � � � I ��I . "q i I . 1 i j : � i � ' * : 4 ! i I , � � ! I t i I � I j � i I i i � � � I I . I� � i I -- I i 11 � , . : � I - i * t I ; I I i t � I 11 , ; i � I i I % � � -I ' i � - � � 11 ;. i 7 ; - z f i ! i � I .-� 7 � . __ . I I � � � , I ! � � ! I I "r-1- I It r , . � , ; , � 11 � I � ; I . � , �- 1 1 i . I I I t � I l f � i � � i I � I � � T I � i ' " � � i I � I ) I I � I ! 1 � f , 1 i i ! I I I I I � I . � I � . ; ! - � � - � " � t � ! - ---I---- --11 ____ ­____ F -[ �'� . I � ; I I -,-- - - � � I -1 i . � : I i , i ­. � ;I �L I I I I I F l ' ,� � t I 1 __7 - ! ' i __-r- f � f � i � I ; .' ! � 4 � � I � ; - I ; i I �' I I i � 3 _T__ � I __-O- I � ! I � ? � I 1 � 11 ; � i � I f i I 11 I j i � * i i I . 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I- - - I i � I i � I � I '�� : f 1 ; I I I � � i ; I F I . i i - ­ I 11 � l I � f I f i '� ' . � I I I � I I � � ; � i ; I ; t I - __ - __ . � ----- ­,. , , _ I ; I I ; T I i I I i t � � I � I - I � � I -1.­­_ ­_..... - � , I I I t t " i � � � ! � I � 7'___ j t ; T ; I : I i � ­ I � I i I i 5er �0 ow L � ' ' ' ' 1. f i I , t , I ; I ! l � I i � I ,I � __ -, ,--"-- __"' —F'__r_'_-I T I , I i l � 1 7 1 � I o j i i � � � I � r I i I i � t i I i .I I . �t - � � � I I z I � � � : � � i i f : I � f i I I I I I � I � � ' � � I I I e i � I- � . ; I � I � I � � . "I . I � � e � I I I � ; I I ." � : I � � I i . � � � I .. � i ; ; � i - � � I . 4 j � I t �� � T 1 7 1 � I I I j I i It l I � I i I � f I ! I I I - � ' ­ - .- � - . I . � i ' � I I i4 i I t I � i f ! � 1 1, 1 i i l L ; � , 1 � f � � � i ! 1 ! 1 � i i � ! i I i � i '� I � � � 1 J" I -.I . ­I 1. .__ I i I r � � ; I I � t � � I � k � I � f. � I � I I . I t i I I ; , i I � � I � I i " i � � I � I I � i ? � � . � � t I ( I I � � ""_ , � . I � I � I I � �, '. I i I I � z i I f " - �� ; I f I I j I r L I I I . __-1­_­I-._ _-, _____-11 ----"I �­ - -, I- '_�_ � � � � � ; I I -, - -- - i I i I I i i I I � i I I - � I, � f 5 . � ----------�- � : I I ' I � I I I I I � i t I ,I � � i i � ! : I f I j I I � r l . , I , " � i i I 1 4 1 1 r � I i 1 4 1 � i il I I i ; 1 � I I i I � I i i � i ; I . I I I� : i � I 1 -, � I � I I I I I , I I I . ! ;1 I � i I � :'__ - :..� I�' � __ T- � I� i I i I I f � � � f � I' I I � � I i � I � I i I . f I- I ; I , � r I � �- .� � j , ! : I � f . I � I l I I i I i f I I i � [ i � I i i � l t ; i i ! , 1 i 7 � I I . I - � ' t l L � I w � - - � � '; � I � I � ! 7 . ; T ; t 7 � i � : � I � � I - I i � t ( � � ! � � I : I � i, � I �� i - I L 11 I � -1 � I ; " - . I [ " i. ) I I � I I I " I ' I : j f I - � � . . I � � . . I I I ; I � �,. -I:� -, - I ' I i I : � i t I f I I � ,I I I - ! i ( t t �' � I � � - I � If � t , � � ; I I �' � � -� I ___ I � . � : I I I � i ; � I I z f i I � ( t - , I i � ; � . f 4. _� I � I I I � � I 1 7 T I ­ _­ - I � I i, I. f . I I . I � � I I i t 4 � � � I ; � I I � � I � ­--___��___ ---I- __4------� ---,+.---. - , i I t 11 I I I I " I I � I I i � i I - , , - . � f l i I � I I � c I � I � I � I " i t , , I � � � I � . I ; I I � t ! ��'_, w. . t � � i I � I I I I � � i ; I � ! � � i � � � i � ! I t i � ; i � i .� � ! � � I i i � � . I I i � t i � I ! I t � i ; k � i i i F I I ; I I I I I I I ) �_' I .. . 4 t ! 5 i ; i i I I I 11 L : � � . . 11 I I I I" ! � F, ; i � � I " ; I ! � � I ! 11 ; � ! l ; i ; i I i i I I � � '� 4 7 f : , ! � t ; � j, p t t� 4 t � � � r . � - . � t t � I I I � � f � i I � � : I � I . - I t I � ; I t i i i I I I i I � i� � � � I � I I I I � t 7 � I f i f i i I ; I � ' ' i � � I � � ! ­ � , i I . I ; � t i 4 1 1 � � I � � ! I , I ' I I I I I I z I I I . � i � . j I ; � i l i � � � "T� I - ; ; I � � i� '. : _�' I t � � � � I � p I i r - , � t I - I I .� I I 0 kJL.:- � � e I � I I � f � . I � ; I � I 7 I I � t 1. i I f I � I I � l ; � ! � I � i : � I I I I . i _�-- I I I i 1 r ! � l I f � k t I - . �. i -'F- r I . . .I- - I ; � ,I . " � � � I I I I � ; ; ; I i � I i i � � l- � �- . ! 1. � I I . � � I - --- ;__� � , ' I 7-, I � t � 11 i I i . I ! f I I � � I I , f � � r . I ; I i I f � ; ,I I . � - 1 - I . I " f I � I I ; � ; ___1--.-- ____ I- - - I i - - . � � . I I f - I I t t --7 I t � � I 4 1 T- - : -, � 1, " T 1 1 t I r ; t I ? J �_._ ----T----I--,---------- _T I i I L � � � I I I � t � t � t I I � � � ! � 11 I 11 ­ . I t I 4i t ; I i ; T � ' f � ; i � � � ; i . � � I - _' � ' � � -1 I � � I � I � I i t , I I I I I I t i I � ; t I � I � ,I I . : I � : 11 � " ; � I I , � f I I � t ( I � I � I i : � , ; t f I l i � I I I � I I . _IF__--r I t � i � i ! I � I I I I % � I I � k � I t I : i ;�­ ' T-' - 11 � t 7 " I I � i i I r � I t '� � i 'I 11 ) I � � 7 ! 1; i I � i 11 I i I f f F � I f V!*� t' I � ) ­- ��:��_. t I l I I + k ! t � i � � � � 11 -1 t i, 11 I I I I : ___V i ; � I I 1. I 1. I I z I : i ­ t I - __ - � � � I I - ­ " . I . i I� � I � I I f I I i n . � i I I I . t I L I ; I 1 4 1 1 .e I 3 i i ___mv--T-- � : � � -7 - � I � I 1 : t , I I I i, t' I . i I I � I . � i i ,i I � i I I_-I`- . __�- t i I t t ! , � I ' I - � I ' I I I I i t ___ ­. ­.......7-_­ .__­I-V__.--1.�� . - I i - I I I I 1 4 1 c � I ! � I t I I I j go- ,I I. � . I 11 I � � . I f 11 � ' ' I i I I t 7 � ­_ --- i I � � I I I I I ! . I i � ".,-* � - . � p T - I ' ,'' ; I ; . i � � I ; I I f i � . I ! i ' f i ! I i � � I � ; ' ' �`I`� � � � - -T_' I I I. � � � I i I � ; : t � ? � � � ' , : I � I _. , I I ; � f � � II e I : f ! ! . I . I I I I . I I- 1-- ' I � ; I � l � I i , ; ? I I I : i � I i I � � T � 1. ; �i I : I z l i I I I I � --- _.� i � I i i ,I I " ! ; I I � � I ; ,, I I I � I I i � I � 4 I I I I ; i � I I ;_ _�_ , " , , I I ag; � , I I I I � � I I I - i .� : , I � _1 I to fml-,� ... � , � I I , I I � i � I I _. _ i_ �11 .1 , I , I I I I - � I I .:._�i: �'��_ - .1 , I � I i I I i � I 2 � l I i .� � ; " -1­ -­- - -_ - I I- I -1 1. �' ­ � - - Ili­ - .1 V -.11. ­� � 1.�_. 1.� ­ I- -1 I'll ­- 1. .__ ­­_. .I�.­ I- I ­ ­ 1- ­� ­ __ ­ - '­ I I , I , t r . � I i I i � . I - , I f I 1. _. , ­ - -1 - - � ­ , - I I . I- I I - - 1, 1. - � t " - - i � ­_ 11 - -­ I - I i t - ! 1. i e � - - _r I I f i 11 � � i � I � � I � � ���- I � . I . ' ; � I z i " � I � I i j I I � � ir-_ 4 1 1 i l I ­.�__.' ___1r__T _1-1 S.�........r­........--­ � -r---_-------_--t­­­ � -, - - � A � I � I I � � � . I � I i � � I I -T--, , I --�---------�- - "-- - -, I I i I I 19 . I � I p i � i " I apI- - - � , - � ­ T --- t- f I � ! ....�.......;' W%R I � i r- 'T-T . � � � � � i T� I i I � i 5 ; " - � z ! t , : � -.;- F � ­_� i-7 I � � t . I I 1 1 1 � � i � � i � i i I I I 11 ;--- � I �� p i . � t i i i i I i ' � I I ! � i � f t � 11 i I i ' i � I i . ! � 22 f I r I ! � � i I I � ! ' : � � � ; � I i I � I i x � r i � , 11 I I __ , � : � i - ! � I I I I � . I I � I I � � _'.�'__- f I i � I � � � � i I I � i � � ; I I � I I I I t I : . I I I � ; I ( 11 - I i I I � .I I .1 � � � I - . I I t - I : � i � ; I i I .1, -; � . , 1 : � i � I I I . i i I I i � I .� I � I I� i ; : A r I I I I Y I :'--�-T,�'-:., I � ! I I I f r � I � : - I : ' �- I : 4 - I I I � I I r � -'' ' � t � i i � ; : �_r__ ' : : I I I � ---- ­­1�--I -- �I- z I I I? - I -, -1 I y L � i I I " I � , r i i , _r I � I I I I .� . � � I I I � i � I . I � � i I t � � � � i; 1 ; � I I � 'f j i 41� --7— 1 - � � I I i I i I ; � � � I I � I I i I I � I I I � I I i 5 ; I � . I I i i � f I � f � I � I � I : � I I I � I . I ' : ' � ' I �.. . I i I i 4 4 � � � � I i i � T, . � T_' " ' 7 11 ' - 1 3 � I ; I � - I � I I I � I i I I '. ��__'L_.__ . ; � I I � � I I ; i I ) i : ' _L i i - ; � I , ____ I L � I t � � � " I - � I I . T i i- � . I � � j j 1 � i r I � i � ; F - r � I! . . � ! i � I i � I � z I � I � I I I t ; �� I � ; I I � � - I z : _':� .'___� -, I i � i � i ! i I r i i t I � ; � I I . I 11 � I ; : I r � I - i I i � 3, i � 4 7 . . I � t I t . 11 I � 11 ; I T f � f I i i I � . I I ,I . i .;__-4---7 1 j l � - � . - - . - I � I ' I I I , I i i � I � . I I i . r . � . i . � I i I � I � ; I I ; I � : � � I � T i � I i I I � t " --- � : L � I � � � _____- - r I � . I I i I � - ; I I , F i I I � t I � � � i t � t I- I � � i i i , , ; v . I i t ! i � , � , � ­-- ­ . . . ­ - t - . I - � - . � I I I . j � I � ! � - ' I____- _'_ - - I I I 1 4 i I ! ' ' � I I I � � i � I , � . � . . I I I ; 7 I i _1 i I � � ; _ - -- -,---'__' � + i � � I i � � I­ ­ I - I I I I r � � I I I i t I � I " I I - � . I � � i i � I ­ I . I ! � I i i � � � � � I I I I , - i I I i I 1 1, � . ____� t 40: ; ' i . i V , � i I I � � � I i � T I i � � I . . I , , � i � l � 11 I : � i , � I � , , I I � . i t I I 1� I � I � : , i ; I i I � � I t , ' ---r—, i . . . S� .0� f � I I � I I t, - I . � � . i 2 � I � I I � I i ' i � I ; i � I :_I- � I - I , I , f � t � � ; i � � F I � ; � i I I I I I � I .1 I I � I .1 1, I � � --If' � I I j � I . � i I � .- i I f I i ! ! i � � I i � I I I I 11 I I I � f. � .' ; ; � I I . � . . I I i � I I I - i - I '_-1, r + I I � � I 1 � � I ; . 1 4 1 1 1 ., i - � �- �7_ 1 11 I : � i � I I i I � I I ! ' ' - I I Ili I " : 11 I I � i � t ; ? 11 � I I I I I � I I I � I I I � j . � I r i l i � � I I I . � I- I : I I � � I ; t � � I� I � i t � i I � . , i _r_� 'f "e � . I � � I I � ; : I i � c I r ' � , r � , t I � i t I � � i I � . I I I i i I I i . � I I � -, I � I I . I I � . ) T , � i � � i , I � I ,� , I I � I � I � f I I ; i kb � : � : � 7 __ i- , ; � I j I t I i ' I I I � T ; - I I ; ,%g , , I : t � I . i . � t -: f I t -1 4 � � � I � I I i I I : i AA I I'�___w_'__ I � z � - I : - � I I ; ,I : l 7 1 � 1 11 i �. I � t ; � i _�' � t - I I t I I f � f i . I � I I I I I � I � r I i I i � I I I I ! � � . . I i f I I. I ! ; ­ � I � I -2 I � tr � f . I� I I 11 i t , I i � % � 4 11 . � i I j ; � � 7 I i i � . I I � I � I I� � I , , I I � . I I t' � j � � ; i I I I I � I t i : i r i I �' I l I � l �! I I � i j -. . - _I ._. . z 11 � ­ i I I I � I ­ , " I ," � 1 40f 1 ; I� 1� I I . I � "I - I ­ I . f ' I ., 'I � I ,I I i 1� I . I- ' I t I I I I I � � - I � : i j � � � I I �::_ � I I I . I I'r� .. � i ; I � . I ­_= -::-. ----,- -.--.-T-----T--_4-------I- ,-- -r f- i _. i I � I __ I � I : i � I i : i � � . . � f I � i I � I I i � ----T- t I I � � I � I I I I I I I I I I ; ; � � 1 7 d t t I � � � i I -i;A � I I I I I . � i I I L - i I I � : I � � : � .11 � i I i � i I - . � I j : t � I I L I I I � � I � I I : k - � i ; I I I ; I I. �I I� I i : � � � ; i � I � � I � I � ; i I I I ; � _+ .1 I � I � i i i � � I : t : T I I � I � l "I I I t I f ' : � � I I i -,- .. _1 � � I I I � . ! i � t 7 I � � i ! ; � I � � I I I t 11 � i ! I i � � � .. r - . 11 -1 " If !� -1 'i' � i t ! � I 11 � i I � I l t : , 11 I I I � � I I I I � � . I f � i t � : I I � : I I, . I I I � i � � � I ; , F I ! ! � i i i I . I - , � I , I j ' , 1,. �; � - : I � I - , � � r I e f t � I � � 1 3 1- I I ! � � I I I I i I ; � I I --.11.��_' - __­---+---A---­ �-___ ."I,, I 4 ; r ! o I � . I q r I _, - I I- I . � - ! I I I I 4 I : � I I � � ; � I � I � � � I � I . � � �- , i I � i i � � I i : 00, N I V . I I q � � � - I I i I I I � . . I I � � � � i � � I I . � � i I I i I � � � � I t � � . 11 � I 11 I I � � j I i i � ; i I p i : e � I i I � .- I � f � i 1 , " i I f 11 I 1 $ � I i i f I i � I � I i t � , � . I - I . I I � � I I I � I l I � l � � � � t ,I � t - I I I � I I I I t i I I l ! � � I ; I ' i i ' ����': �, � t' I i 1 11 � i I � � . ; 1 : ! ! � i ; I � I I i ! � � � i � � � I � I z � � I l i i t t ( 11 ; I � � i r I � ! � 11 i I . � I I I f ; ,.- ,I � I I 4 � � I � I I I I � t I 1 7 1 ; I � : I I - ; I � j I t, t � I I i I 7 I .I . 1� � i I I I i i � i I i r I r I . � f, I i ; � � . i I "I I I 11 I � I f . - I � I I I � � ­ I I L I i 1, t � l , I �' � i � I � I i . . I ( : 1� -, _: - I I � I I , "i � . . I � i . t i ! I I i 1, i � . i I , � � i . I i I I � � I I -­_ - '_'_'_' I - � t � I I I I f , � , � � I -, - i i I � I . i t � I � I i � � ; I I t i i I I , I � I I � : ; i i � ; �1­11­-­ -----­ ­­-, ­- I ­� I � " , I i I t : i I I � I I i 41 . � I ; I � � I � I 1; I ! � � I ' ' ' 11 � i � : t ; � � � i : . i - r � , , , I I � I I f � i I I � ' 1' , I � i i I- i- : I t , ; , i I I I t : � , � , � I � I , I i ! : : � i I � t � I t I � i � � . � I � ! ; I � � � I I � i I I � I � i f ; � I � � I t I I i � � i I � � I f -1 I I , � � i I g i � c I I ; . I � � I ; ; � � r ; I f ' � ; � . i � I i � I . f f i 4 I I - � � l ; � I t '� . � I � ­_" I I I � I I I � � I � � I I - I � � t I t ; 7 � j - : - I i- � i i i I I ,I � � � f � I I I I i " � - i I � i I i � I I _.-­ I �I � : � . I t ; I I � � l � j � ! i i I I - ,_-_ _'_ '_� - - - � � T , -f - - i 4 1 1 � � � N ,, ; � l - i � -1 t " ; � � � I � I I _: I' I � i It I i � I I t I 1 . i I � I t I I � � - - I , "I - It -� - - .. -- I - � L -- � - . I . i � I - .- I I � ' T I I � I t I � � I I I I - - 4 1 1 . , - - i I - 5 � 'k : I i � I I � � I - .-­ __.. ___� - .-----t.............-----­­--- , I I 1 7 1, ; 3 1 , � I I I I I : . I � �' I i I � .'_.. - � �- � , . - , 1 1 . - f . I L � . I I I � I I � 7 � ! j 3 1 I � I I I � I :. � :,---- , � I i � � l- f ) i � � � ; I � � I �' I - i I � , I q I � � I � . � � . 7 I ,. -�--f---.. '� � ; I I f i i � 4 I * . I I I � : r � r I -1 I : � � " I , I i i � I � i - i i : i i ! I l ; t � I I i ; � I . _1 . - ,- '�. , � �' � j 7 � I � i i � i . � I I � ! � � I ; i : � I . I i I .1 � I I i I i . � I I t � I L . ! r I I .io_2 i � � - I � � , ; . I f i I ' ; � : I I � I I I I I � I : � : : , � ; i � I I : : L � � I I i � I i - � ; � : � ! 7 � � i I � t . ! � L l � ,I, lt � I , i i i i " I i � � t I � � I � � � I I � i I y 11 I I i I - o I � I I ; � t I . : . . -1 I � � I � 1, I I I -I I I i � , 11 - I — . I � I � I . I . � I '� I � � 7 i � f I ! � 11 I I� -- I-I i I 1, 1 i �! t � ! � � I I - c I l . A , � I !, �' I l i i � : I i � I -- _._ -1 I_ � I - ! - I : . I I - I . i I � , ; I � . . t -, - . I I I I I - . o � I ; � I —1-1 � I . - � . I I . � I � �' � � I - �- f � . I � t I � I � I I I t � i ? : -7. _'__­___ , I � - I I f I I V_ I t y i i I I � i __ '�____--- I-__ F -; ' - - 11 � I I . I I i l I I I . � I I � I I I ; I 11 i I � � � I � I j � ; � I L � I � I I I r � I � I I I r r T ; r I � I . I -1 � � I I I : , � i I 1 4 i I I � f � t I I f ; 21 1 i � � I ( I ; ---I---.T -T � i L 11 . I i I � f 4 t ­'­­ ..i _ ­ I'll I � � � 4 i I I . I i I I �' I I � 1, i � t I I z ! I � � ; ; I I- j I . I : I I � � � � I � , - � I � . I � � ; � I � i i ? I � L : I � . L I � � I � ! I t . i , I , r i - � I � : I � I , I I f I I � 1_1 - i I i i� i I I t ; � i � � � L I ,I 7 ; i I I i i t I , "I f I � ! - � , � ; I I ____F___ ' I � ; ' ' " � . I x i r I i � ; 11 ! i , � I I I ; t 1 I r , 7 � i 4 � ; t I 11 ,I � ! � � � I I k l � l f i � I i ; i � � I ; ' � � I I � � i � I I ; I ? - I I I I� � I � l I I­ . � � � ) . I I- � - t , 1. . '� ; .. � . I I I I � I � � . I , I I . I - __- . - I . � I , - . I I � I ' . � I L I � I . � � I I � i I � I I � : � 1 4 I I I - I I . � I I � T I I ' I � i I I �- i I I T � I I I � f ? ! - I i I �t � I � I � I L i ! I I I r I " � , � t i � " - - I I : I I I I � 4 c I r . t i I � I � � i I I i � 1-1 I , ­ �......I-,�I­ I t I i I I i I 1 1 1 1 1 1 � � � � I ? � : � � � t � I ; i 11 . , -1 I I L - : I i � t I c i ; � � i � I % I : � I � � ! + i ' t I I f -1 I I L � . I � I I I I . : � I i ; � I I., I j i r i l I 1 7 t I ! I � 7 1 11 I , 1 1 : I I " % ' r � � � � : � t ; I � ; � I I I I I : t i i � � � : I i I I 11 T � A , I I F ; - 5 � I � ) � � I � I I I v 7 � I . L ' t , I I . � - k I ; � t I I I � � ; i � I I i I I I � f ! . i i � I t � � 1 , o I I I � . i t t I . � '. I � � q � I � I I '� 1 1 , ; t z t i If t i 011 t ' I : I i t I I I - '_'_-'TT_- , . -i: 1 7 ' I ' t f � I I ; I � I i � i � ; i I i . � I . __ - -, --- " , - ��­_ . ­�-� __ _.�­ I I , - 1 ,. ­ ­ "I I� .. I - I -1 I I � I- - ' ' � - " ' __ ' � I � i t i � t -- -, "­ - " ' . , , I I I I, L � I I � ; i I I � I � � � ; ; l . l r r � ____ � _ ­ ­­ * _ ?­ . I � . t — ". I I '. , 4 I - , 11 I- A - � , i _� I I i i : � I I I I I - __ � .- _ :� �- ':- IC -I- - -1 --­ ­ .' ,-- ­ ­ ­ ­ ­- -­ !� ...1.�_...I—-I ­ ­ -'_ -�_ �_-,-, � _­ 11 ­ . �' y-- ,'�­- - - --- - __�.4 - - t I- - — - � I __ .1 � - . 1 � " - �_- � I 11 I I I " __ -i,-, *'' - � ' -' t I l i t l I . I - � �V�CC � I ' ' f , 4 i ; I � , � I I , - � -: ' I _* i I . . I- -t_t­t­�--�­r-------. ---�-------r------j- - -t---- __.'.- .'. ...1____�_______'r---1 -i- i__ � - ­ . -i ­ .I,1 - .1 � � ��_' -� .1 ._. "I , , I ----- -------'� 1, I � , , -�� . . , T I - I t t � � it I , I � I - __' � � � � ; k I ; I � I I � � t . 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I I ! i I I - -- -- -- - -- I �- , : �$��I z I : I . I . I f I I � � i � It I i 4 I I � -7 i ! I : I 1 t, 1, � I ,I I I I i I [ I I I - � 11 i I ; � I I � � I I I � -,�_: T �� ll� I � i I � � � I I I I 1 i 1 . ,- � f � I i I � 11 I I ! � __"I I I i �I � 11 I i i � - I ! I I 1 1 � , I I ! � I I " , � I T I -'--- �i__,__ w �, , _-, : i T I I i I � r r I ­­— — I - ­--I I- - � i I h 11 I I I I I __--- . I t I - I ; A � I - I I . I �174 I �� 4 ' i �� I 1 I i T q i p I - I I I I I I I I � " I � I !�A It � T � ; .96 - , __ i f I � � I i 11 I - f 1 , A .96 A .96 A .96 A .96 A - . 1 i I .96 - - � . i - j : � ; L f � f - . I I . I I 1 i � 1 � � ) I i . i I [ � I I - 1 � �-"*", ::-_ - " 1 4=11. 1 1 r i I f � � � , I I � I 11 . __ I ! � I I � , � I � 1 i 1 � i 1 t t I I I I t � i i � I I I . I i � I i f � f � I - I i 1 � i � I ; � � . I I 11 � I I � i f - -­ I- � � ., ,- , : � �' " � ! . I I � I I I I I � [ � - �- - - I -. I� � I I I - , t � I � I I f I ! i I I I � � I 11 i i ; 4 � I I � , I � � I 7 . , - � I I I - - � I f I I � I i � f � I ; � . I i . I - I [ I I . , I - � N C�j I [ t t I� . i. i : , , - � , , ! I I I f f 1 1 L 7 1 � I . i -f: , I I f - . -- I - � - I I I � � I I [ 1 7- -,- - I - or-� � I i I 1 4 ! ` � I I I , I I 1 .- - - __ ____j__l__T_ -- ---I I r - I I i - I � I I T ( - - :, If -� t i I � i I , I � -J, I I - t ! I f i Z z i � I ! � I i f .-I-I I 7, '.- , �I_ -I -- I- i I f � I � --- I � t ,� , i I . I i ; I , : I p I __ , - I -- I, i , � I i I ! � . I i � � [ , � I � � - I - - --- I i - I � � I � i I 1 1 � I I I I ? - j - t I f I I . 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NO. 22 Civil, � T OF SOUTHERN CAUFORNLA __ /1 __ ____ W CA0' � �- , � - - - I L - ' - A BENCH MAK ;.� � DESIGNED BY' DRAM BY' CHECKED By' - ,I PLANS RE ERVISION OF M01159 17320 Pedhill Ave. '. �- to di- _==4 - DRAWINO. No, I , . `q , 1111 k� CITY OF RANCHO CUCAMONGA 11,111 4 CUCAMONGA VALLEY WATER DISTRICT . 11 1� $uito 350 �� 'k BENCHMARK NO. 10051, ELEV: IMO-686 iiiiiiiiiiiiiiiiiii 0 0 0 tc I c" Irvine,CA 92614 BY .0 vAw_caw._�- R.C. D.L. C.C.W.D./HB (�-Sll -3 Z\ - SET 2' BRAS$ DISK IN CONC. CUR13 STAMPED 1%�-. - ASSISTANT GENERAL MANAGER/COO I I SEWER IMPROVEMENT PLAN FOR 'CITY OF RANCHO CUCAMONGA BW 10051 1987' STA L C. MORSE I �B111111 VQke.949-251-8821 CUCAMONGA , VALLEY WATER DISTRICT SCALE WOW ORDER No.: I AT THE NORMWEST CORNER OF BASELINE ROAD 3 c H u L T A FAX: 949-251-0316 AND SWANSON PLACE 0.25 MILES WEST OF ENGINEERING DEPARTMENT FOOTHILL BOULEVARD V, I ,� I &- I 7 r6t; _,V -1 :___ 7-__ � _�__ R- � ��-0__ 11 . 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