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Home My WebLink About1691 STORM DRAIN GENERAL NOTES City of Rancho Cucamonga VICINITY MAS 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, PROJECT CONTRACT DOCUMENTS NOT TO SCALE (SPECIFICATIONS), AND THE CITY OF RANCHO CUCAMONGA STANDARDS, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1994 EDITION WITH SUPPLEMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND ww SPECIFICATIONS. FOOTHILL HERMOSA STORM DRAIN > > BASELINE ROAD 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETCETERA, SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS and o BASELINE ROAD w w OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE, SHALL BE REMOVED, RELOCATED, OR J Q U- 4; Lj PROTECTED IN PLACE AS REQUIRED AT NO EXTRA COST TO THE CITY OF RANCHO CUCAMONGA. m No w Q pa Q _ Li � CANDLEWOOD z 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND v a w SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY ORHERMOSA AVENUE STREET WIDENING PROJECT Q = AVE. U Y) _ LZ INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. I CHURCH ST. 4. THE CONTRACTOR SHALL RECONSTRUCT, REPLACE OR REPAIR EXISTING STRUCTURES, PAVEMENT, CURB, CHURCH ST. GUTTER, UTILITY LINES AND OTHER APPURTENANCES AFFECTED BY THE INSTALLATION OF THE STORM DRAIN 1Uj SYSTEM- OBTAINED 5TPIF�r I MrI?OVF M�Nr5 CON511,UCr10N N01�5 ( CONT,) o I Cr 5. APERMIT SHALL BE OB ED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING � w DEPARTMENT, PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA t?M npAl N CONS�?UCrION N01�5 � z SrO EASEMENT OR RIGHT-OF-WAY. 80 REMOVE EXISTING P.C.C. RIBBON GUTTER. FOOTHILL BLVD. � v� 6. TRAFFIC CONTROL AND SAFETY SHALL BE MAINTAINED BY THE CONTRACTOR IN ACCORDANCE WITH THE _ ' STANDARDS OF THE STATE OF CALIFORNIA BUSINESS, TRANSPORTATION AND HOUSING AGENCY, DEPARTMENT OF 81 REMOVE EXISTING P.C.C. CULVERT AND DECK. `Jn' TRANSPORTATION (CALTRANS) "STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND -OOTHILL BLVD. AND MAINTENANCE WORK ZONES" (S.A.F.T.), 1990 EDITION, THE SPECIAL PROVISION, AND IN ACCORDANCE WITH ( 1 CONSTRUCT 14' (4.267 m) WIDE X 13' (3.962 m) HIGH CAST-IN-PLACE R.C.B. PER CALTRANS STD. PLAN NO. D80. 82 CONSTRUCT P.C.C. BULKHEAD PER S.B.C.F.C.D. STD. DWG. NO. 176A. w PROJECT THE DETOUR AND PHASING PLANS. TRAFFIC CONTROL AND SAFETY DEVICES SHALL BE PLACED AND MAINTAINED > SITE w TO THE SATISFACTION OF THE ENGINEER. NO SUCH DEVICES SHALL BE REMOVED OR RELOCATED WITHOUT 2 INSTALL 126" (3150 mm) R.C.P. STORM DRAIN. 83 REMOVE EXIST. REINFORCED P.C.C. FLOOD WALL. > C,� APPROVAL OF THE ENGINEER. o Q / > 7. CONTRACTOR SHALL LOCATE EXISTING LOOP DETECTORS AND RESTORE IN PLACE AFTER INSTALLATION OF THE INSTALL 120" (3000 mm) R.C.P. STORM DRAIN. 84 RELOCATE EXISTING TRAFFIC SIGNAL PER PROJECT SHEETS 24 AND 25 OF 29. m o z PROPOSED STORM DRAIN. C) w �<v�/ > 4 INSTALL 114" 850 mm R.C.P. STORM RAIN. 85 REMOVE AND RELOCATE EXIST. TRAFFIC SIGNAL VAULT PER PROJECT SHEETS 24 AND 25 OF 29. Cr 2 D 8. PRIOR TO PERFORMING ANY EXCAVATION ON THE PROJECT THE CONTRACTOR SHALL SUBMIT SHORING DRAWINGS ARROW ROUTE ARROW ROUTE TO THE CITY ENGINEER FOR APPROVAL. IF SUCH SHORING DOES NOT CONFORM TO STATE OF CALIFORNIAINSTALL 84" (2100 mm) R.C.P. STORM DRAIN, 2150-D 86 REMOVE AND RELOCATE EXISTING STREET LIGHT. 5�- CONSTRUCTION SAFETY ORDERS DEALING WITH EXCAVATIONS AND TRENCHES AS ISSUED BY THE DIVISION OF 87 REMOVE AND RELOCATE EXISTING POWER POLE GUY ___1 I --IF- INDUSTRIAL SAFETY THEN SHORING CALCULATIONSA - AND DRAWINGS SHALL BE PREPARED BY A CALIFORNIA 6 INSTALL 60" 1500 mm R.C.P. STORM DRAIN 2200 D ( ) REGISTERED CIVIL ENGINEER. 7� INSTALL 54" (1350 mm) R.C.P. STORM DRAIN, 1700-D 88 REMOVE EXISTING TREE(S) 9. DESIGN OF THE R.C.P. SHOWN ON THE CONTRACT DRAWINGS IS BASED ON THE ASSUMPTION THE PIPE WILL 8g RELOCATE EXISTING TRAFFIC SIGNAL PULL BOX PER PROJECT SHEETS 24 AND 25 OF 29. BE INSTALLED IN ACCORDANCE WITH THE PIPE BEDDING DETAIL AS SHOWN ON CITY OF RANCHO CUCAMONGA g INSTALL 48" (1200 mm) R.C.P. STORM DRAIN, 1600-D STD. DWG. No. 341. IF THE TRENCH WIDTH EXCEEDS THE OUTSIDE DIAMETER OF THE CONDUIT PLUS 20 INCHES THE BEDDING SHALL BE MODIFIED AND/OR PIPE OF ADDITIONAL STRENGTH SHALL BE PROVIDED. THE � INSTALL 42" (1050 mm) R.C.P. STORM DRAIN, 2000-D 90 RELOCATE EXISTING WATER METER PER PROJECT SHEETS 26 THRU 29 OF 29. SrOpM MAIN CON51�UCrION NO�I�S - AI,1�pNA� ��ANS PROPOSED MODIFICATION SHALL BE APPROVED BY THE CITY ENGINEER. " 91 SAWCUT EXISTING A.C. PAVEMENT TO CLEAN EDGE TO THE APPROVAL OF THE CITY OF RANCHO CUCAMONGA 10. TRENCH BACKFILL SHALL CONFORM TO THE CITY OF RANCHO CUCAMONGA STD. DWG. No. 120 AND SHALL BE 10 INSTALL 36 (900 mm) R.C.P. STORM DRAIN, 1500-D INSPECTOR. - - VERIFIED BY COMPACTION TESTS TO THE TH 0 SATISFACTION F ENGINEER. E ENG NEE 11 INSTALL 30" (750 mm) R.C.P. STORM DRAIN, 2250-D 92 REMOVE EXIST. ROCK AND MORTAR WALL. (H=2'f) ALT. INSTALL PRECAST 3048mm X 3048mm REINFORCED CONCRETE BOX PER CALTRANS STANDARD DRAWING-FILE NOS. XS 4-27, 11. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND 200 AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN12 INSTALL 24" (600 mm) R.C.P. STORM DRAIN, 2000-D 93 REMOVE EXISTING CHAIN LINK FENCE. XS 4-28 AND XS 4-29 WITH WATER TIGHT JOINTS. REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR ALT. TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 13 INSTALL 18" (450 mm) R.C.P. STORM DRAIN, 135 -D 94 REMOVE EXISTING P.C.C. DIVERSION CURB. 201 INSTALL CAST-IN-PLACE 10' X 10' REINFORCED CONCRETE BOX PER CALTRANS STD. PLAN NO. D80 AND AS MODIFIED 12. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE IN DETAIL. STRUCTURAL SECTIONS (PRIOR TO PAVING). 14 INSTALL 18" (450 mm) C.S.P. STORM DRAIN, 0.064" THICK (1.63mm) 95 CONSTRUCT P.C.C. DRIVE APPROACH & SIDEWALK PER RANCHO CUCAMONGA STD. DWG. NO. 101, TYPE C, W=35'. ALT. INSTALL CAST-IN-PLACE 9' X 9' REINFORCED CONCRETE BOX PER CALTRANS STD. PLAN N0. D80 AND AS MODIFIED 6 CONSTRUCT MASONRY GARDEN WALL PER RANCHO CUCAMONGA STD. DWG. NO. 606, H=6'. 202 IN DETAIL. 13. ESTIMATE OF QUANMES IS PROVIDED BY THE ENGINEER SOLELY FOR THE CONVENIENCE OF THE C9 CONTRACTOR. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES 97 CONSTRUCT 12" X 18" BROOKS PRODUCT CATCH BASIN PER DRAWING N0. CB-1218 WITH 1218 CAST IRON ALT. BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY TRANSITION STRUCTUREN INT CAST-IN-PLACE IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF 20 CONSTRUCT 0. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. N0. 335. PARKWAY GRATE. 203 INSTALL CAS IN PLACE 8' X 8' REINFORCED CONCRETE BOX PER CALTRANS STD. PLAN N0. D80 AND AS MODIFIED IN DETAIL. W • ORK. 21 CONSTRUCT TRANSITION STRUCTURE NO. 1 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 334. 98 REMOVE EXIST. ROCK AND MORTAR WALL. (H=2't) ALT. 14. SOIL BORING LOGS ARE MADE AVAILABLE FOR THE CONTRACTOR FOR SUCH USES AS HE MAY CHOOSE TO CONSTRUCT MANHOLE NO. 3 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 320. MAKE OF THEM IN THE PREPARATION OF HIS BID. THE CITY OF RANCHO CUCAMONGA GIVES NO GUARANTEE, 22 CONSTRUCT TRANSITION STRUCTURE NO. 3 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 336. gg REMOVE AND RELOCATE EXISTING TELEPHONE BOOTH AND LIGHT. 204 EITHER EXPRESSED OR IMPLIED, THAT SUCH SOIL BORING REPRESENT A TRUE AND COMPLETE CROSS- SECTION OF ALL THE MATERIAL TO BE ENCOUNTERED IN PERFORMING THE EXCAVATION AND EARTHWORK 100 COLD PLANE A.C. PAVEMENT 0.10' AND OVERLAY TO ALLOW FOR A SMOOTH TRANSITION AT EXISTING RIBBON GUTTER. ALT. CONSTRUCT JUNCTION STRUCTURE NO. 1 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 330. ON THIS PROJECT. 205 24 CONSTRUCT MANHOLE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 319. 101 INSTALL 9500 LUMENS STREET LIGHT BY S.C.E. (PAID FOR AND COORDINATED BY CONTRACTOR). 15. LOCATIONS OF CATCH BASIN CONNECTOR PIPE JUNCTIONS WITH CATCH BASINS SHOWN ON THE DRAWINGS ALT. ARE SCHEMATIC. IT IS INTENDED THAT SUCH JUNCTIONS BE LOCATED AT THE DOWNSTREAM END OF THE 25 CONSTRUCT MANHOLE NO. 3 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 320. 102 REMOVE EXISTING P.C.C. SIDEWALK. 206 CONSTRUCT JUNCTION STRUCTURE NO. 3 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 332. CATCH BASIN UNLESS A DETAIL OF THE CONNECTION IS SHOWN OR A NOTE SPECIFICALLY INDICATES OTHERWISE. IN ALL CASES THE EXACT LOCATIONS WILL BE DETERMINED IN THE FIELD BY THE ENGINEER 26 CONSTRUCT MANHOLE N0. 4 PER CITY OF RANCHO CUCAMONGA STD. DWG. N0. 321. 10 REMOVE EXISTING CURB AND GUTTER. TO MEET FIELD CONDITIONS. ALT. CONSTRUCT JUNCTION STRUCTURE N0. 1 PER CITY OF RANCHO CUCAMONGA STD. DWG. N0. 330. 207 CONSTRUCT TRANSITION STRUCTURE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 335. 27 16. WHERE UTILITIES ARE INDICATED ON THE DRAWINGS TO BE SUPPORTED, SAID SUPPORTS SHALL BE IN �r?oJrcr SHFrr 1NnFx ACCORDANCE WITH CITY OF RANCHO CUCAMONGA STD. DWG. No. 339 UNLESS OTHERWISE INDICATED. 28 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 331. 17. SANITARY SEWERS AND HOUSE CONNECTIONS CROSSING OVER THE STORM DRAIN TRENCH SHALL BE 29 CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 329. SUPPORTED IN ACCORDANCE WITH CITY OF RANCHO CUCAMONGA STD. DWG. No. 339 AND ENCASED PER z GENERAL NOTE No. 5 ON SAID STANDARD DRAWING. HOUSE CONNECTIONS SHALL BE REPAIRED PER CITY 30 CONSTRUCT CATCH BASIN PER CALTRANS STD. PLAN NO. D72, TYPE "GOL"; L=3048 mm (10'). o W E j W I _0 E j pwq 51fOt?M bp�AIN INI�FX MAS' OF RANCHO CUCAMONGA STD. DWG. No. 339, CASE 3. U o w� pqUPQ w 18. WHEN INDICATED ON THE DRAWINGS SANITARY SEWERS AND LATERAL CONNECTIONS SHALL BE ENCASED OR 31 CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 300. SEE PLAN FOR "W" AND 'V". pa Z �� Z PLAN DESCRIPTION p W W NOT TO SCALE • w El ,_..,E� BLANKETED IN ACCORDANCE WITH CITY OF RANCHO CUCAMONGA STD. DWG. No. 340. 32 CONSTRUCT LOCAL DEPRESSION PER CALTRANS STD. PLAN NO. D78, TYPE "GOL" INLET. FOOTHILL / HERMOSA STORM DRAIN AND HERMOSA AVE. FW a w c>aU w w 1. 1, x�D �Dwx > 19. LOCATIONS SHOWN ON THE CONTRACT DRAWINGS FOR EXISTING SANITARY SEWER HOUSE CONNECTIONS ARESTREET WIDENING PROJECT - TITLE SHEET 0. v)Z V)U)co Z PLAN DESCRIPTION Q APPROXIMATE ONLY. THE CONTRACTOR SHALL FIELD LOCATE LATERALS. 33 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 307, CASE "B". CANDLEWOOD AVE. FOOTHILL / HERMOSA STORM DRAIN (METRIC) u� i� Q 2, 2, 13. 13. FOOTHILL BLVD. STREET IMPROVEMENT PLAN z a 20. CITY APPROVAL OF THESE PLANS DOES NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THE 34 CONSTRUCT JUNCTION STRUCTURE NO. 3 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 332. DETAIL SHEET - STANDARD DRAWINGS Z w STA. 7+23.901 to STA. 6+13.472 (METRIC) o � CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED a M PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 35 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 307, CASE "A". 3 3 FOOTHILL / HERMOSA STORM DRAIN E•+ 14. 1. HERMOSA AVE. STREET WIDENING PLAN CHURCH ST. 21. WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, AND HAZARD FREE, ORDERLY DETAIL SHEET w TITLE SHEET-DETAILS o° STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 37 CONSTRUCT PIPE CLOSURE TYPE "A" PER S.B.C.F.C.D. STD. PLAN NO. S.P. 176. a SEE PROJECTCONSTRUCT CQ 4. 4. FOOTHILL / HERMOSA STORM DRAIN - R.C.P. 15. 2. HERMOSA AVE. STREET WIDENING PLAN SHT. 9 OF 29 w E•C > E- 22. CONTACT UNDERGROUND ALERT AT 1-800-422-4133 AND ALL AFFECTED UTILITY COMPANIES AS REQUIRED DETAIL SHEET STA. 6+60.00 to STA. 15+90.00 r' TWO (2) WORKING DAYS PRIOR TO EXCAVATION. Q ti�' w O 6 39 CONSTRUCT PIPE CLOSURE TYPE "C" PER S.B.C.F.C.D. STD. PLAN NO. S.P. 176B. SEE PROJECT Q O O w p 0 4. 4. FOOTHILL HERMOSA STORM DRAIN - PRECAST R.C.B. 16. 1. FOOTHILL / HERMOSA STORM DRAIN V) z Ix o 23. THE FINAL SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL / DETOUR, STRIPING & SIGNING PLAN - TITLE SHEET SHT. 8 OF 29 o a.aD w 04'' �k�' UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED AND ALL UNACCEPTABLE PARKWAY ALT. ALT. DETAIL SHEET v �' AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. 47 CONSTRUCT SUPPORT FOR EXISTING CONDUIT CROSSING. TRENCH PER CITY OF RANCHO CUCAMONGA w W W E+ Ix / CD STD. DWG. N0. 339. 5. 5. FOOTHILL BLVD. STORM DRAIN - LINE "A" - R.C.B. 17. 2. FOOTHILL / HERMOSA STORM DRAIN SEE PROJECT = IV] G C: 24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS INCLUDING, BUT NOT LIMITED T0, STA. 0+30.48 to STA. 2+50.00 (METRIC) MASTER DETOUR PLAN - PHASES I, II, & III SHT. 7 OF 29 ENCROACHMENT PERMITS, DUST CONTROL PERMITS, STORM DRAIN CONNECTION PERMITS FROM SAN 48 REMOVE INTERFERING PORTIONS OF EXISTING DOUBLE R.C.B. PLUG AND ABANDON REMAINING PORTIONS. as p" � BERNARDINO COUNTY FLOOD CONTROL DISTRICT, CUCAMONGA COUNTY WATER DISTRICT, CALTRANS, Z 6. 6. FOOTHILL BLVD. STORM DRAIN - LINE "A" - R.C.B. & R.C.P. 0 18. 3. FOOTHILL HERMOSA STORM DRAIN CD PRIOR TO BEGINNING WORK ON THE PROJECT. Z / FOOTHILL . BLVD. 49 REMOVE INTERFERING PORTIONS OF EXISTING STORM DRAIN PIPE. P. STA. 2+50.00 to STA. 5+93.02 (METRIC) a MASTER DETOUR PLAN - PHASES IV & V Q, 25. CONTRACTOR SHALL POSSESS A "CLASS A" LICENSE (GENERAL ENGINEERING CONTRACTOR) IN ACCORDANCE a SEE PROJECT a WITH THE PROVISIONS OF THE CONTRACTOR'S LICENSE LAW (CALIFORNIA BUSINESS AND PROFESSIONS CODE, 50 REMOVE EXISTING TREE. z 6. 6. FOOTHILL BLVD. STORM DRAIN - LINE "A" - R.C.B. & PRECAST R.C.B. E- 19. 4. FOOTHILL / HERMOSA STORM DRAIN SHT. 5 OF 29 SECTION 7000 ET SEQ) AND RULES AND REGULATIONS ADOPTED PURSUANT THERETO AT THE TIME THIS w ALT. ALT. STA. 2+50.00 to STA. 5+93.02 (METRIC) FOOTHILL BLVD. DETOUR PLAN (METRIC) �Q / CONTRACT IS AWARDED. 51 COLD PLANE 30 mm OF EXISTING ASPHALTIC CONCRETE. Wo� 7 7. 7. HERMOSA AVE. STORM DRAIN - LINE "A" - R.C.P. Z 20. 5. FOOTHILL / HERMOSA STORM DRAIN U, 26. ALL WORK WITHIN STATE OF CALIFORNIA RIGHT OF WAY (STATE ROUTE NO. 66) SHALL CONFORM TO THE STATE 52 CONSTRUCT VARIABLE THICKNESS (30 mm MINIMUM) ASPHALTIC CONCRETE PAVEMENT OVERLAY. Q OF CALIFORNIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, DATED JULY 1995, AND SHALL CONFORM TO 134 STA. 19+45.59 to STA. 30+00.00 c7 HERMOSA AVE. DETOUR PLAN - PHASE V ALL REQUIREMENTS AS SHOWN ON THE CALTRANS ENCROACHMENT PERMIT WITHIN THE SPECIAL PROVISIONS OF v� THIS PROJECT. 53 CONSTRUCT 150 mm THICK A.C. PAVEMENT OVER 430 mm THICK C.A.B. 7. 7. HERMOSA AVE. STORM DRAIN - LINE "A" - CAST-IN-PLACE R.C.B. 21. 6• FOOTHILL / HERMOSA STORM DRAIN Smarr IMpI?OVFMFNr INPFX MAP a ALT. ALT. STA. 19+45.59 to STA. 30+00.00 U 12\ �oNgr. Pc.C. GG TTPE A2-SR CITY STb. PLAN 104• 54 SEE STORM DRAIN PLAN, LATERAL "F-2", FOR STORM DRAIN RECONSTRUCTION (SHEET 10 OF 13). FOOTHILL BLVD. FINAL STRIPING PLAN (METRIC).14 NOT To SCALE o �--- Co�tST P.C.C. T�RIWAY PER CITY GTS. PLAN 101-C (W=tp.(o68m, R=�.981m) 55 INSTALL TYPE "L-1" OBJECT MARKER PER CALTRANS STD. PLAN N0. A73A. Q 8. 8. HERMOSA AVE. STORM DRAIN - LINE "A" - R.C.P. O 22. 7. FOOTHILL / HERMOSA STORM DRAIN 5$ 2 STA. 30+00.00 to STA. 42+00.00 w HERMOSA AVE. FINAL STRIPING PLAN - SHEET 1 OF 2 CHURCH ST. SAI^ICUr REr10YE EXIST C�i G+ /DRIVE APPRoACµ 56 EXISTING A.C. PAVEMENT OVERLAYS PORTIONS OF OLD P.C.C. PAVEMENT ROADWAY WITHIN THE CENTER X L 26t FEET OF HERMOSA AVENUE. CONTRACTOR SHALL REMOVE PAVEMENTS AS NECESSARY FOR PIPE 0 8. 8. HERMOSA AVE. STORM DRAIN - LINE "A" - CAST-IN-PLACE R.C.B. 23. 8. FOOTHILL / HERMOSA STORM DRAIN o cn TRENCHING AND STREET WIDENING. SEE PROJECT SOILS ENGINEERS INVESTIGATION REPORT. C� ALT. ALT. STA. 30+00.00 to STA. 42+00.00 HERMOSA AVE. FINAL STRIPING PLAN - SHEET 2 OF 2 w E-+(� > W w w 9. 9. HERMOSA AVE. STORM DRAIN - LINE "A" - R.C.P. ¢ 24. 1. FOOTHILL / HERMOSA a o o Q y STA. 42+00.00 t0 STA. 49+65.00 C Zo TRAFFIC SIGNAL ELECTRICAL DETAILS V) w T-Do '-'to A. w SHIPFr 1Mrf?0VFMFNr5 CON5TI�UCVON NOS5 9. 9. HERMOSA AVE. STORM DRAIN - LINE "A" - CAST-IN-PLACE R.C.B. U z 25. 2. FOOTHILL HERMOSA wF' w / w o wx U) ALT. ALT. STA. 42+00.00 t0 STA. 49+65.00 w a TRAFFIC SIGNAL MODIFICATION PLAN = G 71 CONSTRUCT P.C.C. CURB & GUTTER PER RANCHO CUCAMONGA STD. DWG. NO. 104, TYPE A2-8. 10. 10. CENTER AVE. STORM DRAIN (METRIC) x FOOTHILL BLVD. a LINE "C" & LINE "F'" - LATS. "C-1", "C-2", "F'-1", "F-2" 72 CONSTRUCT P.C.C. CURB ONLY PER RANCHO CUCAMONGA STD. DWG. NO. 104, TYPE Al-8. l or 11. 11. FOOTHILL / HERMOSA STORM DRAIN }- 26. 1. FOOTHILL / HERMOSA WATER PLANS 0 73 CONSTRUCT 4" THICK P.C.C. SIDEWALK PER RANCHO CUCAMONGA STD. DWG. NO. 103. LATERAL PROFILES - LATS. "H-1" thru "H-6" J TITLE - DETAIL SHEET SEE PROJECT r NO-rICF rO C0NTP-,AC-r01,9, : 74 ADJUST WATER VALVE COVER AND CAN TO GRADE. z 27. 2. FOOTHILL / HERMOSA HATER PLANS `j OF29 S. 14 & 15 il. 11. FOOTHILL / HERMOSA STORM DRAIN 1 7z Q GQ E - ALTERNATE LATERAL PROFILES - LATS. "H-1" thru "H-6" a W PHASE I WATER PLAN W / THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN 75 CONSTRUCT P.C.C. HANDICAPPED ACCESS RAMP PER RANCHO CUCAMONGA STD. DWG. NOS. 102 & 103. ALT. ALT. J �' Q a � ? ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO 12. 12. FOOTHILL / HERMOSA STORM DRAIN H W 28• 3. FOOTHILL / HERMOSA WATER PLANS ti Q � � / � - EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THESE PLANS ARE NOT INTENDED TO SHOW 76 CONSTRUCT 6" A.C. PAVEMENT OVER 12" AGGREGATE BASE. LATERAL PROFILES - LATS. "H-8" thru "H-14" WPHASE II HATER PLAN I _ �� LOCATIONS OF ELECTRICAL LINES, LANDSCAPE IRRIGATION LINES, ETC. THE CONTRACTOR SHALL TAKE DUE 77 CONSTRUCT P.C.C. CURB PER RANCHO CUCAMONGA STD. DWG. NO. 104, TYPE Al-12. /- o PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES AND STRUCTURES SHOWN ON THESE PLANS. f F� �.51�� 12. 12. FOOTHILL / HERMOSA STORM DRAINcc Q 29 4 FOOTHILL / HERMOSA WATER PLANS l 78 REMOVE EXISTING A.C. PAVEMENT. %O ADE QVC `C, ALT. ALT. ALTERNATE LATERAL PROFILES LATS. "H 8" thru "H 14" PHASE III HATER PIAN 7 ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS M - SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND �� P� S;9 \; 79 REMOVEEXIST. P.C.C. CULVERT. THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE o- U p _ - �, p o "OCCUPATIONAL SAFETY AND HEALTH REGULATION" OF THE DEPARTMENT OF U.S. LABOR, AND WITH THE %'' .- 61172,' , " DERBISH, CITY OF RIIICHO CUCIIIIIIO OA z a STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". o��y x LXp.12-31-00 * ROFESS/0 - - -- - 1 E a THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS �, \P) �p P�\, E CU N9� GUERRA �C APPROVED BY: R.C.E. RECOMMENDED BY: W COMPLIANCE WITH THE "OCCUPATIONAL HEALTH AND SAFETY REGULATIONS" OF THE U.S. DEPARTMENT OF X9T CtV11. � �� F�� Fy ASSOCIATES A ITY ENGINEER RCE 3/479 DATE b-28ry w LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY _ / FBF g11FC`�! o z CA -- 1►•} --4a ,� y ORDERS". GEOTECHNICAL ENGINEER: PROJECT BENCLUIMKY w m CIVIL ENGINEERS LAND SURVEYORS SUBSECTION SHEET REMOVE E%. D.A., CONST. PC-C.'D,A., C�Gr " P1,1"Y IMPVS, MES M R.C.E. 29224 A :,;, ;; ,, ,;1 ,� Foothill Hermosa Storm Drain 1 of 13 CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB A SUiLS ENGINEERING INVESTIGATION WAS PREPARED FOR THIS CITY OF RANCHO CUCAMONGA BENCHMARK No. 10040: PER - o - oN clr, 10-04-o3 �' l u RANCHO CUCAMONCA. CA 91730 CD SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PROJECT ON MAY 26, 1998 AND REVISED JUNE 10, 1998 AND M1SG. REVISIONS AS QoTED• 5HEET5 1,2,3,44ALr. and Hermosa Avenue Street Widening Ph. (909) 987-4306 Fax (909) 941-1528 PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO SHALL BE CONSIDERED AS PART OF THESE PLANS. DESCRIPTION: FD. 1" ROUND HEAD BOLT IN CONIC. CURB s �P 7ALT '1 10 (112 ' 2 49 �( .G.A. 4 sHT i, M( O.G.A. 3�/ PROJECT SHEET [� � STAMPED "SB CO BM 01117" AT THE S.W. COR OF FOOTHILL CIV11 W NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER INVESTIGATION PREPARED BY: R.M.A. GROUP BLVD. & HERMOSA AVE., 1' WEST OF B.C.R. qrF pF A��E0 II IS '111 C BY DATE BY DATE 1 OF 29 AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY R OR ALLEGED IN CONNECTION WITH THE / / �` TITLE SHEET PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF 10851 EDISON CT. + DESCRIPTION OF REVISION �� DRAWING No. 0 CD RANCHO CUCAMONGA, CA. 91730 ELEVATION: 1207.097 (367.923m) v�l '� THE OWNER OR ENGINEER. ENGINEER APPROVED Cl-� (909)987-1751 DANI E GUERRA R E 29224 EXP. iii --. _ - igce orye .Sea ar.crrcv Its,, .,,, w.:; o-.. ....x:•y_ .. r..me Dors _ .___ ... aw.Kr• mo. ns __ _.. _. _._ _. ... - - _ ._ - .. ___ -.- - _- -- ___. ._._ '.o+.. .,d:• - •.�.�s..[ns s•w;•s 'ov,•• as•[ T o- I- ` - -. I De•ol A a S,d Plan OHC: L -.1--_ - *.._- - _- --.. _ - __._ _... - _- - - - _. - .._ _.__..__ - ._ _ _ - m _ _ _ : ,c. 116 .? �.- 6� -_y 1-X K 89 _ - } } yAN bel l2 l5 I� ..L 2.1 1 t f. I.DT IS ivies t 046 x L-- -L - --L_ X I x--- -I -1,. 1 L 4 - - -� - T T ._ t_....-�_ r- } -r -r-- I. _ �._.. t r _... _T ?_.-_ _ _ _ f 1 �- - - -�T -- -- _ _ -----i r• go � r'- Se•Not• 7 ma curb a.c°o. µ j L -. _ r• _ - __- _7 __ _---_--. f[1a111 wJ 0A 0.9 L2 0.c _0.9 6Z_ I.5_ 0.9 t2 l5 46 0.9 • l2 , l5 le ZJ -�2 45..•.. 1A 2J +2.1 ' d,oaa an sr°Plan D74C •ffAe ,� /3 _ /1 F7777 �F''�"`I a A x x 1- INIC --- - O L � t I .. �`-� -..� r +;.� __ 11Tcytrao nus[w..na _ 600 mm a 1 w%ust[a[o wa i--o 7 12 z05'2b: }715 -�� - 7A 6A-j7_AT6A 3AT.0.� If/k -�L� �4 { •q 0700 mmi Provide one 9.5 am 2.7 ram � TFR -. 1 .. ..... f [ 1bx Foto Cov law? LBO 00 EO MO IBp;1B0 90 %.% 90 NO 90 19G N° 105 2 Iii 5i20S1205 205 205 205 205 6b�.6A,205 23�0L10_26:3D -- 270 21S 2 0 M 140'2_ 255TM 255 M_255 e[fis i.-[.r rra�110 -SAv.r��M.-_- 111 � T ��L4. •q 5700 mm[- 0I / 25-{ ` i"6., I i 4,41i9Y -1_ W - 2 Otxel fjC 150 90 150 50 165 150 5D 150 I`i0 150 IDO 165 X190 5-- _180+5c4 1 SIIr - _ ...._ .� a1s mm , , ~- - -- _1 1 1 ! {- { +-i -� r - 1 { -- - I -1 L each corner oof qr ov r __-., ^�25 f"sh wlyIY L .995 .• 1f;dT_ 1I6 innF � X 600 89 y 3. 1995Invert IawV 5C 'SO�ISv�150 b0 WS16518C 165 IB0�165 60+165 IDO ILO z05 00 205 180 X205 LBO i205�2051 6Q,1Oj205..230�205�30 705 ib 705 210 705+255 ?05 255,205 755' July 3. 1995 •��r,x kI- _-� . TOta:4 c 0r na.i Mlww,Y At DoE . fyp. • Emma J Jul - - - t -+ �- - --' -..� Vaet 0•d m r true,.w Irv.. r.___.!tE44B mm hers•m•aev,w lin 1tri 25 7SL 75 75 150 ;00 150,q0,I.50 100 �5C q0 150 12S 1150 125 30 175,150 IOC ;25',00,125 q0:125 q0�'25 10C 125{M q0 IO°'ov q0 100 q0 q0 q0 q0 9D R M°av4e..[ 9f5 vast linoboe IO - SO �--. .Y. err# r•. _ _ -�-.�'.- :--� .,1 t tL 44 mm . 32 Ina .a.6 mm,.. ..- 5 r,.r•.we•r.w rrrw. .i Oe • 1 ^01 0 600 mm 0, -#r err....a rs..w.+. S - T-_. 15 i20 21) r j2 • am__lo__-_ _._ r.r.....el.,.w ry __ _ ♦ -. 1 ' 4! 1 . r ! 20 20 20 120 '0 20 2020 20 20 0 20 r 25 ter xw.r rr.r.• 1 - Ou b ,` ',r\' -7 NOTE 5 •r..a r ter.w r ef.-r. • c ��, - - -_ _ I r 018 mm sr..s+r rvx•.w w•r.o r.x .•o., �3�. q q 1 q 5 5 20 l0•q t q-q+IS 1 5 f 5 5 q t5;�5`K 20 r 20'-'10 10 1 O.IT IS.IS 2Cl S X20 -120 20 t5 15�1•i 20 IS 20 5 T 20 20 25 wry r�.ar NOTE 2 ww MR e - -- . . . . .-.,.-. 100 8rc to Clea. TAI ? -69 mm x Comet•-___._ .6. .69T0.76 J,T8a0.a .93 D.85j0.9 0.951,02 VI I-16+1.77:.09 W IIJa I.371.17,j, -,.e .TDrI.iT',.38 LJ6 LS6150 .?27:68 il.9E+..9112.T 45T L'71666 I% L84 j2.24 ,o51z. z.z r"""""r"-"-r-'•N"•" OpetMnp lengths are to De ` 5- /.. P%c 2 l N'la the dlffererx.a In Nevcrion De*.seri the outlet pipe B9 mm I CIE--- I C i ]EM12.7 mm Bars SL' RolnfarcemrtT� 7/ B7 86 100 91,89 97 IO'.q6 171 tIy',56 Iq 121.131♦II1 591179�w5151.1410 76178,18th N':.211 28}.2111}15 2q 2581,2N�7(K�21I'lIb 2& 7381➢1 a28 x 2i m.3.0 w.4.3 Is.A 6.4°t D. . �, 200 aide. flow Fire, ad the normo 9,1ter grade lire unded,esseo 12.T mm ' 69 win x _.. _-..._.____�.__ _�L-. _ i �. ,2201-. .. y. -�_.._ ._.-.l {�___....-J \M mm x 92 sae at fen curb face. Ba E --O/ I ' _M-____.-- _ SECTION A-A 50' f '.]�: ,. 13 -I earl - __ ---- .._.--______--- --__- ----- --__ -_- - _.. --_-- -- "a�Dors.far earth tours up to as anckidi .7 w Key. Iz.T mw BaCAST END BLOCK -------- - -- ___. --_- -- _ _ _..- ---. _._. --------- - - - -__- 1J 2.1 3.0'3.71.5 •Yx z.Far T�ramtckhesssee 7ople s Debt. _ 1 � -i i- I NOTES _---- -.----- _- --- SDar,Lmerorsl 2 45.4a SECTION B-B 3.Helgrt of Curt)averting wit vary with the type of curb YD I EI SPAN w 3A 1T 13 ; t __ SECTION C C T 7 e191ayIllz,ls zo T- Ono the aepm of fen 1«o O"Drssalon. TYPE 450 9 TYPE 600 9 IYpl. 60012 1 I, Grate type nuxebers refer to approximate ,EIGHT 14 LS u_ 2J LI 2.1 LO - LB 2J L1 2.7 3.0 14 LT tJ 2A 2./ 1p 11 1T �,0 1.3 -- _L_, - 6.1 awl Check re0!tour and iraale 1,Wd r•InfarC ._ _ 25••a Hoe width of groes in wMlmerrs ao rwxnMr .�-Ear iF four W_3.0.6.0 3.0 6 .0 6.. -0 - 6 +_. - -_.6A - ng roi reWlr•a when Y1"la 2.5 w ar lex and the 75 aw Clear abaci 4nw Clea I 35 mm1 Clear avec w x L. _. of Das,r•Spac nivel -__ -____ -T.__ _ ._ i See Section C-C Optara'It •0 0300 awry unw000r led .lath a bngfn is 2J n a Nss Sds exessarg ^g• °p°G rigs ' 897mm y. E Noor I lanwi 205 270 205 270 20S 270 205 270 7051270'M 1 M 30S es 305 M:705 M 305 1 ]05'210 305 2�0 305 2,0 355 2�0 355 210 355 t10�755 255 3552,55 35 270 355.780 3I ( _ 115 inn Mn aper`Ing-• .inn •q Dora o 700 er cenrKs Use within the roodbed Use In Zocor loris off Use •thin the roadbed 17. mm -' -100 19p min . 200 mw rhes° aallrs anal pe reins tea100"I _ _ - -- - - - ----- -- D r yn.ays •here X 78-{ 2. Confer«tar nos rhe optkan of uskg ■alis tem! 215205+205�230L205 230 205+255 2512Y0 2 320 205 255 M 270 M 270 M 290 230 120 2T0 745 29Q SBO 210 280 710 790,N0 290 255' 27p 355�2901�3B0 3201.12Dla5 115 - u Inv-t --i•mL 205 780'205 280 205 2801 2052&205 2B0 M --- 3 2 230 230 370 230 370 240 JO 755 J7Dt255 370255 370 155 770770 370 270 3B0 2a0i 3a0�29C J8C I - -Bend harlrantd DO-•Info DO. q -' cost rhOdubr iron,coat SfeN..Ndea. F -$-J�-+ '200:2751n0,127 -+-- - l q2 mm . 76 mm an Ny,.ors.Mr a the oomea an°[ an M Bar s -8 1 �1.-._ 1 �_ L 11 p«ed 4D mm tear ro Inslos of pox vaesa o1MrNse yaw, ----- Y -- x 7.9 mm_ dcyAlet and xoe5+rions yve5 of nign.oy5 bicycles and peoestrIcI _iwlrl 151'225 72s 225 300 woo z 5 20os 2z5 zoo.zz5 zoo zz5 20�zoo zoo.zoo;2o0 2so zzs zzs no 3zs_30o_3zs 300 lzs zso 3zs zso'_- zso zis no 25o 2 ..-zzs S. list boll- r°infacing rot ,s Il d. See Standard Rm 2. r nq __ ________________T f50J T Edo., I-l• Borten Edge, flnlil- D74C fa ofe,notive r.1,fo, da bC,tM. are excludes. are e.rktded. See D.IDi1 - SECTION A-A l H '1 fi r' a,.,.. " iZe ear • 1C �C X70.20�2C 2C 20 70•IS X2015 20'?0 20 20 20 2020 2020'70 ILC 20420'20X20 2S 25 75.25 25 25 ZS'25 25 75 21 70 25'X! 25 I Scar top IMS__ flNsfn - -O6 .., - ..-._.. ' - 1 See Stecia Provisions for ._.__ _ - t - - 1 v var 6. $rep! Nave salted •Here N IS baa that+0.T5 n. pea,✓r omenta Ize 8a -- 2C?20 20 20 26+2C 1 26{20 IS 20 t 20 t?S 1?0 20 1 20�x 20 20•%I%i 20 20.-25+25 r20 r 25 25 j 25 i 25 25 n 15 25+25 125 425 25 25 25 1 25 25 25 h ~} ,n Ddtea.a Cat+ and D1DCk Of•.- oca ag1 'q 0700 aline _ 1 L 7. mm a 89 a[P ,. t_ m a ma•.ins,d sews .Inn.ower END OF BAR • - ----- t- r- + + . -7lll-J _ 7-- -. OnKe w' Is 0.75 R TAULAR RATTAILDK+an, ro o a� •p'• "8 1aw1 900t900f90C925t90011 iy09°01150900115019pp 1i5p g509i51i501150,D f50�15011 q0�1,501gp{1325yIMX>1325'1325 S?5650�R 75�ID?5-325`0 375 75375 75i3TS 10T 137 751 T N 18 AacorS- ' x 7,9 inn M gdv anitirp a apndf {j}Type A awls �- - .1 12 mm R Min. rung b0 mm GOO_ the floor ad highest rurp not ogre olooi g � u1y 7525111 tS5 14i'S25 u75 75NT5115751400 OO il3 }}112075,9J020X,�5.'N, 5 }4 � St) 50;A•- ar 8 akrD _. _.- - T tnor 150 mm Deb• top of :ne,. Tne distance bet.sen li pp,,,��d IU-U Yo,•mum Spcns -0 . Spac. IO 0'Mo.•mum 4Poc,n _ 'r D'c_ar,�1o��9 T,,+u Panel TPipe +rX _ -__ .._. .-. . -.__ _. _ _.Q_ __ ,Dca�Ro,l 9 e''O` T,DcaIRal6 p j+9_ N T7 I Re, a Tr•t, Poral Typ iCel qa I B f.un done -�� -' ... .----' PIDB e r i ln� •r .mer i •r• Rost T,uss Panel Coo, so",% Truss Panel t 'neo"'W' 7qs gnmp sIi qn„on.,tt 2 .1 z4f.7.4'•rd "fir Dp ..in 3 1-to na.goly.rVe with I �°•e Pussy z Sid pa• p .,rt t+ea of 24 f nc Ma.qo4 MDp qNv.cot vh coo,ro b• sro,1•e of me wN r 3 •7'.10'and N4 pow ter par• T II p with Iv.Cop ,rot mor• than IDOO ntdrol• _) _ pros with 904 cep lea" 1',{ f Y• Min. 1 I « r o c I Precast COnCfe1! e11d � I e � ---1--r NOTES t 4' i ' 12e! s 1-aew, r.•ir,' -� (' ' placed flush i ' -- ' --- s b no•Oc # ,yy / � 90 • j Foster,gate // wan, I bock to De T -__ I. THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE, e. SHALL Y`-• Mie Unson Rod arch Q �� ♦ 7?'cMirl r ,r r .9"j sol 4oc { Cetcnropost- 1 I with end of a a5 I q' NOT EXCEED S•45'. Tendon Wo_ a,stool•epnt•ner 6 T,� -e I WP r, ,n ,.sN nN•13) z Year,72' 4'' -/ 2. THE REINFORCING STEEL BAR SIZE. SPACING AND COVER OVER THE ;"T"r. ^\ crown', {, ° <na n.,t fobs directed by the Engineer I •'slit -1 _�__- }q STEEL OF STRAIGHT TRANSVERSE BARS IN TOP OR BOTTOM SLABS. P pipe barrel q} RI sox cEYTER uNE wg Rc eox t BARS IN SIDE WALLS AND L-BARS IN TOP OR BOT70M CORNERS OF ak (Set note belOwl STRAIGHT VERTICAL LONGITUDINAL DISTRIBUTION AND TIE BARS IN tel! _ - .-2 10 I. M r. br / nt - - - + • --- ------' --- -- ^9. 9 Tap pf cnonne pan- -I f �..e wn9,ngnr .e.pnr I I a TOP OR BOTTOM SLABS OR SIDE WALLS SHALL BE THOSE OF o For corT,I III ^'Di mwr > / e� Tera. va.rr fV Lj I H I �: i WHICHEVER ADJOINING BOX SECTION PROVIDES THE GREATER STEEL Roa 6 Trus•W"a � , wfl m [enC,Ne s._.L_ ..• P•nN to len PON Son ea..01 fro top and - - - - - - - .. UNIFORMLY THROUGHOUT THE TRANSITION. AREA FOR EACH TYPE to amt w,qn � v� qa .,<• nos -4,•-Q T•romn Rod 'r_ 2- 'L- -- _ L1 --- E OF BAR. THE BAR LENGTHS SHALL VARY s T rgn,e,te. �'� ........ 6•}0 d ca, I,n.pest m q ovra� TYPICAL WALK GATE �.'' �. I V �. -- 3. THE THICKNESS OF THE WALLS AND SLABS SHALL BE THOSE OF THE \ B Y ADJOINING Box SECTION AT EACH END OF THE TRANSITION AND It FI SHALL VARY UNIFORMLY BETWEEN THE TWO ENDS. Nat• TYPICAL FENCE ELEVATION 4. tj 4000 psi AT 28 DAYS. concrete tilt soon t' {: -'E « � I I. N cm.. az000 " 'i ' -s PLAN •. GENERAL NOTES n . �. b •'; •� N ! T peal Roll a t� coo, open.n4 ver.es z'-C +o 26'-O•' Jpca, Ra+ q 1. All ChoinLwkfence mOunals herr, Shen 4 0 Ted STeel U Ck r - S. THE TRANSITION STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE 10-0 Matte 6pecmts- Nth' Trus Poral 1 _ - I Trust Ionai ,,w�,,.,i T IS �. f Rea•.w F•nu Pwq WMr•total Mn4M ne ads s'i OTrns•on Roa a T qM••.e, ConrOrn,Ia/M losul edition AfSbntloQE SpaClfiea}i0rn (�a'2)" \ WITH THE GENERAL STRUCTURAL NOTES APPLYING TO BOX T Gar•Deo, T•nt.on as< eor Public works construction section 206-6 a 7 ! /( STRUCTURES SHOWN ON THE PROJECT DRAWINGS- ISI-0-instal 2/2 ,7-4`std. $to qav o,w t+Frond- �ie=, and 504-3 enepS otherwiN Holed. `r w N Lint Posts e.M 'a e e ! 4.9• !•'r9Q y`• - ! +/•Min - - C.YD3 A _ s In qol.cap 9 f„ type "�,n The fabric sn°11 et of the page sal forth m Me _ 6. DETAILS OF CONSTRUCTION JOINTS AND KEYWAYS SHALL BE AS +o s for top rdI ora 12 try L•ngM 7 10 1 1.z P 9 coo .,.s I 3Decial Prov.uons. Add'"6 bars x g2rjT SECTIO T- -� __. ----- - 3 Islip•std pipe shall be of~,on.tn.e+pht of 2.27 lite = HE PROJECT DRAWINGS FOR SINGLE BARREL BOX SHOWN ON T Par nr u , before gal.an t nq qo.pow ro. 1 2 Yeah,72" � � u �� I (10701 2) STRUCTURES. lb.1 w wD rias d y"oc __ -. _ n n nN loprw 4. 2"std Dip*shall have a rw.mmum.eight of 272 the. <,, l ieroion Bo, .. I n.ti before olvern.cra 2 Mesh,72• _ ur our for- ♦ Iyer 4 - / 4 �o� • Cho.n Imk fail 'r„-.I.-Mm •i CM n a Lock Tl- el �, I 5. 2yi std pipit anon hors a n mum weigh.of 3.65 Ibt O "�"• 01� per hr, it.,Wore golv:nlsing d r' it �j2 pat 1`mm alb"oro. O.C. ••,n h w� ' _1 Dia. ELEV. M se.,yr, , zt 6. }'gid qpe shall hoW O minim Ym nd Qhl of 5.7111 IDy () r - I�; Per nn rt.,wfor*golvoniz.nq. STA Top of Rgod•all _- - 'f - ._ - .o NI I tqc W."Sri Ten t.on W.• JliS"torp, ph' 2 {ta ro• t Pwnpe,Roe y' I ,,,�1 7 4" kid P!p•anal hosa a mir.mum sleight of 9.11 IDs - ELEY. t'h .,,h rI re 1.sa et 2e ocj! �' gcre Iso ,v Dfew , Carc . c'O w i p•r I.n.fr,Mtore g + II f1 , N ,o galvoMf.n TA merit - - ro Iep a ho,ram of y 'ti e. LpM.tont metal tnser/f shall be Sheet metol tubes e•,�-"q" -- MMM v^ V1Vi7 91 ---�`-' L .nn a go•,e-� r6'0 0.o - '}` v' with I0 4• 9rwsd than 0 D of pipe usea. Poll \� , a cot r 16' Ion,,ugh, w.gnr metal•erl rise ore ro M growled into lreerts using neat grout of Nate Provide Stew b hold vote,Open. � I port Df Cemew,end 2 pills of rater. 0 :ra - Fa end,caner a 9 Ad gate hIna"shall be INCvy duly malleable .ran f I •" TYPICAL HEADWALL FENCE ELEVATION TYPICAL DOUBLE DRIVE GATE .,.,-a at.poets or orad,induslria(service type 270 degree moving, SECTION A-A "7u'rd non-removable,of otrao.ed quality and design ---- - _ '-}-• "yr•;c Ra.: a 10. Secure goIvcI cap to post with w'go,vorl round "0"bars - ryn.cn_Rc.l 9 ..,.-T•,rss PgnN End Post hood rn Y1 t. ~ .•i Lfl11f.I TtJOtMAL T7p•Cm nu,- d Vita Rat a Treu Pones -`--- -,,ns pooh �" nM. Spoc�nq -"-- 11, The (aDric sn°II be plac.d or rnp outamd locinp roe I DISTRIBUTION Truss V cine Pos• .•) -0"ate pa. oro• ode of tM poste,attached tout,o,sa NcurNy OR TIE BARS miter m•a•or•Pae. Tonsm- ba, db parr cap TOP rntermediot Poet T9• w�sr,.TSrr•pp wve with 21/v-,7 44 Na 9Nv .. ---.- - fasraned +� 1190 pore ref o, 21 o.c.i D.ae.rh gait coc 3'a 7"-10,Id h',Pipe srltn �1i t Mm - L-BM b std.ooh 0.00+rfn �P 12 Ctporonce between rtphf-of-way and fewce fobrie ELEVATION • '/ 1 Capa Lfn rn 7 .b•^ Iv coo I g0' ° t!r0dw0. D•.rce rot+ ,•..' QTR ANS VERSE 9a Tenf io�n[B°r moll De 9`uruesf otMrrse shown on ptanp a .f e•• vim. ,•e Yr, 13, eCluslaole tighteners Shall be fwrnbuCkle or egu.Y°lont, woo, open,n9a haying o 6"min taktup. BARS -.]e�� p quo,.• mon G'yr•rk Mf .10 t o Rod M. sa f,a par. D e 0.^ T2 coo- ink tabic N, When Can..pee and Gate pest ore od l0cent 10 each ELEVATION �"qT.n 'ne • air`"pe other o Double qhs,on oo f.,.,ng XMoli be L-BAR YERTIC 2•Yesh,72- •} � ..ro o0lut+?5•e no+f - Ye'♦Tens.on Rod with ti `{?2 weun.a. usea. EIPE - , (BARS r .n on cram ant too,a l at.a'n9 - � adjustable tightener �° - je.� ��;1 CLOSURE TYPE NrN a hrrmg, S•.nor.131 .qhs ) v L TaD.r Cnanwel - '"-_ - __ - - h,..•ow "O•`' - .i S RNARDINO COUNTY (Precast Concrete End Block) D•q s'° �no , r AN B� PIPE CLOSURE-TYPE I sTe,p,,n f',• 7 �3 t .o tort 1. "a"-,*4 bars 12"o.c unless otherwise _ - - Too of CnonnN watt- ,�- - • FLOOD CONTROL DISTRICT 6 Inng,.qn, w.qr _ 7 ) wht.t oz - gp lir an Nape rrce.aa to D noted On the plats SAN BERNARDINO COUNTY B �I matoroe,•a _ W i1191,01.!:o Frig t•, 1., 0.a . _ naso'.2yz'+7 4 std_9N„ p:p• t.,+ Polls RE VIS,ONS _rt B, DA rF SECTION B-B w,m'19a .re,.„al 24 ,c cap,and 12 gng,l.ghl.e9" "•mt 2. '�f 12"uMess otherwise noted on ars. FLOOD CONTROL DISTRICT -I " ' ,airs a• Md.o t .O 0 o jus SIZES p-z. R L H 11-6-70 PI TYPICAL FENCE ELEVATION f ADDED NOTE.p-1 """°"' D11 ^ bAn I Type "C"closure forDa.not larger- thou 24e Hxiless SAN BE CONTROL COUNTY CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA CALIFORNIA OD TYPICAL FENCE ELEVATION ON SLOPE AT HEADWALL E) CHAIN LINK FENCE `E NO 3. "t 6"unless otherwise noted on pions. FLOOD CONTROL DISTRICT <,t.NGED"PTEs r-._,z o,r,a.�_� H.H.H. 2-14-80 approved or specified by the Engineer. , APPROVED 11Y, „ RAM SP 1518 _ n� 2.Ppe barrel to be plugged with sand bogs or other REv1510N5 owe eT oATE TRANSITION STRUCTURE NO. 2 HtiAN � STANBARN TRANSITION STRUCTURE NO. 2 S.P. 176 material approved by the Engineer. 2-10-66 C.L. 5-9-63 �, 4::n 335 3.Type"C`closure to be used for"permanent"pipe 2-26-68 FILE No �T CMGV*XR_149th DATE UK WTH SLUMM fisELTr UinaNs FOR Funic woo X10,1 seH¢r 1� : It�E 2q{� DATE Wet Wft SUNUM>*eewirrATiefes poR ttimx tYaRKs�� 335 closure only. S.P. 1769 Hers 24 SHM It OF r Now CONSTRUCTION NOTES : -CONSTRUCT 4267m(W) X 3962m(H) CAST IN PLACE R.C.B. PER CAL-TRANS STD. PLAN D80. 20 CONSTRUCT TRANSITION STRUCTURE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 335. SCALE 1:200 INSTALL CHAIN LINK FENCE PER S.B.CF.C.D. STD. DWG. NO. S.P.151-B 1 (SEE DETAIL HERE-ON) Q CONSTRUCT PARAPET WALL PER 50KI? NEW CONGKEIE TO OL17 60ML?_f_TE FIN. GKd,DE CAL-TRANS STD. DWG. N0. 082, -„_ _ -,,_ _ �_ _ �_ _ �_ _ - - ��- �, _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = u MODIFIED T.W. ELEVATION=364.236 WITH E?W-f ?M5111.1 AVNES1iv1- PEK SECT ION 3 I I 0.305m 95, "EPDXY`t or THE GALTzbNS STAWVAKP Ln __ 5PEC-1FtCATIDNLi. d W ZLDEE2 GEEK CHANNEL A TOP OF WALL I ELEVATION=(364.236) m< z I EXISTING PIER 3 pro - I NOSE BEYOND 3 - - - - 7EZ- - - - - - - - - - 1 E Qw I Q I Z � �z z E I 2 EXIST. CHAIN LINK Sind 20 0 OD 0 I DRILL 3/4"0 X 6" EXIST. i = W r) ,� ao , HOLE 0 0.6096m IN EXIST. FENCE (D Of r ai FLOOR AND WALLS, PLACE #4 IDOWEL V 1 r-7),°�' o M 1 (0.6096m LONG) 0 0.6096m b.C. AND CENTERED ON EXISTING CHANNEL 0+18.166 C.L. INTERSECT rtOi� I1 0 WALL AND 6" MIN. FROM FLOOR FINISH nil +t I SURFACE., FILL HOLE WITH EPQXY PER Uj WEST CHANNEL WALL ELEY.=359.746 0V)L' MANUFACTURERS SPECIFICATIONI 0.20% - -- -- - 1 w 0+30.175 BEGIN REMOVALS OF EXIST. - 0•95y 1.14% I (FL=3ss.74s) � ------ - -n -- - ----- 20 TRANSITION STRUCTURE, JOIN EXISTING 4 0 ------ -- - (FS=359.442) J; 3.505m(W) X 4.420m(H) REINFORCED - - - -- -- - - - - -- - CONCRETE CHANNEL INLET, BEGIN 6.401 m ---I L/-- - - --- ° 3.505m(W) X 3.505m(H) TRANSITION STRUCTURE - - - --- u 0+40.233 END REMOVALS 0+36.576 END TRANSITION STRUCTURE SECTION A - A BEGIN 4.267 W X 3.962m H R.C.B. or -j IQ EXIST TRA►JSIT�oN STKv�-fu�� N.I.S. J, CHANNEL CONNECTION DETAIL ii }etric 1 DERBISH, CITY OF RANCHO CUCAMONGA (S _- GUERRA & DAPPROVED BY: "'^�" R.C.E. RECOMMENDED BY: QQROFESS1pNq ASSOCIATES /ICITY ENGINEER RCC 31979 DATE 6-28-99 (0 14 _q( CIVIL ENGINEERS LAND SURVEYORS SUBSECTION SHEET BENCHMARK:PROJECT BE � P � E. G��9<F tip, - - - , ;, , , ; 0 Foothill / Hermosa Storm Drain CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10040: m RANCHO Ci- Ab10AU_4 CA 9130 3 OF 13 DESCRIPTION: FD. 1 11 ROUND HEAD BOLT IN CONC. CURB R.C.E. 29224 Ph. (909) 9R? 4306 Fax (909) 941-1528 A F-tv1"1Dw7 AS NpTEP 9/r?)99 PROJECT SHEET 3� l STAMPED "SB CO BM 01117" AT THE S.W. COR OF FOOTHILL DETAIL SHEET 3 BLVD. & HERMOSA AVE., 1 ' WEST OF B.C.R. �/� I BY / DATE BY / DATE OF 29 ELEVATION: 367.923m (1207.097') Civ S�9TF of cIA��F°��\P --_ Q/ `!'�` 11_- DESCRIPTION OF REVISION DESIGN CITY DRAWING No. a DA NI E. GUERRA R.0 . 29224 EXP.3/31/03 ENGINEER APPROVED 16q/ w - 44' 44' 3 38.50 44' maf0 o w w 12' 32' 12't 32't v V) 18.288m 18.288m Z 3 —6' 32' 32' 12' 3 0 15.240m 18.288m 0 I m N) Z -� 3.962m 14.326m 14.631 m 3.658m 0.50'----1 13'f—y i12't cj 0 VARIES: 13.96m MIN. 1 (3 v ~ 1 (3 Q+ w 4.72mt 10.52mt 14.63m MAX. VARIES 1.83m VARIES m ~ y m M cv VARIES ~ 00 EXIST. SIDEWALK a � 0 I w Q F_: Q EXIST. CHANNEL EXIST. GRADE EXIST. BLOCK I 0 > WALL WALL EXIST. SIDEWALK EXIST. GRADE �l EXIST. A.C. PAVEMENT a P-4 EXIST. A.C. PAVEMENT w � EXIST. GRADE EXI T. A.C. EXIST. A.C. _ - EXIST. P.C.C. EXIST. P.C.C. EXIST. A.C. '. PAVEMENT i,+ PAVEMENT % VARIES EXIST. C.&G. SIDEWALK SIDEWALK EXIST. C.&G. 9 EXIST. A.C. — VARIES ' VARIES PAVEMENT VARIES i-i + % VARIES �-� � � BERM � � + R VARIE �-, L_. '"+ �R _I PROP. IMPROV. EX1SS. REMpVED J U� ti� fYjST ,50 PER PROJECT /� C�,- C gE J SC _.. _ O _ E-� (Cl E-+ _ \S�, SHTS. 14 & 15. A d p C f o C O 2 m O I R CoA in o oNP O �D � 50mm MEDIUM P�E .. (TYPICAL)p � EO GP`' J� NPR F PR � APPRESSURE GASS PRFS c`Go ZO Leo�O p C� F6 W 11.430m v� v F+ ��or' 10.059m ��T,�T x 20' �O F SFS oO�9- 22'FR �LCA/Sl e 0, m SF�F6' C6 U UI J U C3 PROPOSED 4.267m(W) x 3.962m(H) J N �o REINFORCED CONCRETE BOX (R.C.B.) PROPOSED 4.267m(W) x 3.962m(H) PROPOSED 126" DIA. R.C.P. STORM DRAIN 0 " PROPOSED 126" DIA. R.C.P. STORM DRAIN REINFORCED CONCRETE BOX (R.C.B.) HERMOSA AVENUE TYPICAL SECTION HERMOSA AVENUE TYPICAL SECTION r,T, ric r, , rio [� _ _ . _ - 5 HORIZ. ti _ 9 _ "=15' HORIZ STPZ T D+ t + ± 1 "=6' VERT. f + .� + 1•�_6' VERT. � EET 5 A . l 8� TO 13 87 � 5T IZ E E T STA. 15 D3- TD STA 2 3+05_ FOOTHILL BOULEVARD TYPICAL SECTION FOOTHILL BOULEVARD TYPICAL SECTION S71. IT Mt -b �CRIZONTAL - 4A- • 44 :6 HORIZONTAL 1:1.5 VERTICAL 0 STZEET 5TA. 34.50± 1-0 5-f& 5+&4± ; , 5 VERTICAL Q 5NEET STA. 11 ± TO 51A 7+87+ z 1 �1 Ll, T DERBISH CITY -QF-R�ANCHO_CUCAlI�OCA O QFt E pNq< GUERRA & D APPROVED BY: /�� R.C.E. OFESS/ RECOMMENDED BY: GUF�� F2 ASSOCIATES CITY ENGINEER RCC 3/979 DATE -28- CIVIL ENGINEERS LAND SURVEYORS SUBSECTION SHEET PROJECT BENCH-MARK: w m 0 Foothill / Hermosa Storm Drain =1 _ 4 of 13 n CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10040: m R.C.E. 29224 RANCHO CL CAMOAG_a. CA 91"30 Ph. (909) 98� 4.306 Fax (.909) 941-1528 Q REVlS�D STATIDAJINCa (PEf� � STizEET) 9�2�99 3� PROJECT SHEET L DESCRIPTION: FD. 1 " ROUND HEAD BOLT IN CONC. CURB SECTIONS and STAMPED "SB CO BM 01117" AT THE S.W. COR OF FOOTHILL `rrq CrV ��\P BLVD. & HERMOSA AVE., 1 ' WEST OF B.C.R. TF of CA��Fp BY / DATE BY / DATE 4 OF 29 - / 41,*11� 0 DESCRIPTION OF REVISION DETAIL SHEET DRAWING N0. L ELEVATION: 367.923m (1207.097') DESIGN CITY a DANIE F. CUERRA R C. 29224 EXP 3131103 ENGINEER APPROVED t7 DIST COUNTY RnuT'F: iC71.()iFF T'SH POB'1 SHkF'I TOTAL t` ia1kwrl,ek P03•i 3Hyr, TOTAL ab T171 A1. PROJEC1 NO 13HF, 0+ D1Ti COUNTY ROUTE. •ro•ru PROJECT NO SIUWrE N 1 •'gam v --- = DESIGN NOTES - = �tHc .e "b" r=_ wire 0 SpectficnUons: Designation Cutoff Walls H r� 25 nn c lr - - L- _ QMli ra a wire wire - Fabric splice Design- ci SpecificationsStandard single or multi le precast box culverts are shown on the 1.2 m Cutoff walls are to be provided at Inlet and/or outlet TTP d wire t y "b" I !wire 1 , sacnrrmb�mrGmaae - LTvn. De Bridge P , P 7 erq e� 1f183 AASf150 Specifications with , , nsctsr�eNcnF>!ae - crva d" wire 13 mm � � plans as span times height with maximum cover over root thus 2 4 x 1.5 m unless channel is lined and unless otherwise shown These revisions by Caltrans De th of + ' f" wire 50 mm �' p• RCB with 3 m or double 3 m x 1 5 m RCB with 6 m.followed by alternatives walls are Plans De extended d scour condllioos warrant See 1.. cover Is assumed t0 be uniform. Standard Plans D84.D85 and D86A. 7yp See Note 5 • a Alternatives h '� r ►• Tongue endj External sealing band PLANS APPROVAL dTE �P- Earth Load' WPLANS APPROVAL,yrE t � • + Exterior surface b.sit.d nisieer w e�•r 4> �'d ! Single cell ingwalls CND. ! - Groove nit w r w tr•ee..f w +rF Earth pressures for two conditions: n'�'d 4uwda w•' 25 mm olr R Oi CA11 O Standard dimensions of AASHTO Material Specification 'M259' or 'M273 ng al s shall be cast-in-place and shall conform to w •d w�..�.k Y.eee.•er w F OF Wi w I. tAU w.. 111 mm m1n a _- b' wire e.•F.F.�d.Ye4vie ger d Sit M.r.d. 2240 kg/ma vert,070 kg/m kg/ hhori standard plan details for box culvert wingwalls See ..•rl.�d deNde"W d it M.At TypTyp 90 mm � : . , 2211 kg/mT vert,2240 kg/m O horia Multiple Cell Standard Plans DB4 D85 and D86A -- - • h ' Typ -"e" wire Unit Stresses: Constructed by placing single cells adjacent to each otherinlet Earthwork "e" wire w s • . and outlet ends of culvert will be rounded unless square ends are - "d" wire fie = 36 MPa See Precast RCB Culvert.Excavation and Backfill Details" sheet wire _ �• a I� ' e' wire _ designated Parapet will be shown unless designated in plans Such •a wire f y = 450 MPn for weld w I re fnbr I e designation may be different for inlet and outlet ends Construction Loads + "c" wire j n = 9 Limitations Strutting may be required near temporary ends.For � A Shear. construction loads on culverts.see Standard Plan D88 r "c re where the overfill is less than 300 mm. Precast RCB culverts are wire - -Min 2 "e" Location of resilient Ynrimnm allowable shear,v=0.291 � not to be used. Precast RCB culvert, are not to be used in siphon L iR type joint material,if used or ressurized installations unless a ro riate waterti ht' wires included 95 nn rT l n Szeluslon: P PP P ge .- 075 T nlax TABLE jointing is prov5ded+ , , • ' ' - awire A L T E R N A T 1 v t 1 Arial loading on the members hes Special Reinforcement Coverage. _ not been considered. P g N16 L tot 4 D E T AIL I N(I OF T I O N O EXTERNAL SEALING E N D JOINT DETAIL SPAN m Precast RCB culvert standard details are not to be used in a 760 Fabric e wire _ -- BAND WIDTH (mm) Earthwork: corrosive environment or where there is a severe abrasive flow Pa x50 mm N16 tot.4 Thee 1.2 m-1.8 m 230 See `Precast HCH Culvert,Emeavation condition or freeze-tbaw locations --- T------ Parapet � Bars . :: ra t ��P and Backfill Details" sheet. Skew 1 Ty Width varies - see Table --_---- -- -- - - Special design An le (1 NI6 lot.3 - - - C _ _ �---------- 2.1 En-24 m 280 g 0"to 15°!16°to 30°31°to 45° --- 16 tot.3 T Y P I C A L S E C.T I O N - PA N S 12 f l T H R U -�•7 Pl 3 m-3-7 m 33o Required for culvert with different conditions.or loads or design bearing Span N pressures realer than those given on these plans Required Rubber element Mastic element -- P g g P e -"- Cutoff wall For N13 @See _ for culverts where end details need higher skew angles or 1.2 m 16 �II6 16 cutoff wall dimensions higher parapets or barrier sections 1.8 m Nl6 /I6 )x and reinforcement, Protective film DESIGN BEARING PRESSURE (MPs) RCB see Standard Plan t clement COVER Longitudinal joint 14 ilntermediate box 2.4 m 016 N16 A _ wingwall details as Location of joint - Exterior surface SPAN J3 m 6 m /75 mm Space between boxes to be 3 m /16 A s noted on the plans - 1 th,-u J4011 019 V� RCB_. , filled with slurry cement PARAPET REINFORCEMENT EXTERNAL SEALING BAND SCHEMATIC --- Traffic _� SCHEMATIC 3 th a 3. 0.12 e. e- --_ SOI 1 H� - 1 - r L i--i i_ ❑NSPan•+ )K Design limited by skew of precast E ND LLE E�V�A T ION Span n 'f- reinforced concrete box section Extend AASHTO STANDARD SHAPE M259 _ M273 _U259 M273_ M259 11273 _ - Transverse rl+ reinforcement t RCB SPAN-tm1 12 1.2 1 5 1 5 1 8 18 2e mm min Cbamfea Roof-See Note 1 , joint c; - r - ❑ #16 to 6 _ HEIGHT (m) e.6 e.9 1.2 0.8 e.9 1.2 •.6 0.9 L2 1.5 e.6 e.9 12 1 0.9 1 2 1.5 1.B e.9 1.2 LS 1.8 ( Optional ) Cross wires r i -1113 U® 360 mm vertically � Maximum earth cover (m) • • • • • r • ♦ ♦ • • ♦ ♦ .e ♦ r r 16000 e • e 30 fi.r a • _.♦ • 3.♦6.• • s r .e ♦ r • • e e • .♦ e - Wall r -End boa c I 25 mm Chamfer•typ T Roof '§ __ Z5 25 25 25 25 25 90 90 9e 9e 90 11 _ 5e 50 50 50 50 50 50 5e 2052♦5 e5 05205 e5 r5 Be 8e 80 BC 80 Mr 8• 8e 205205 052.5 e5 e5 052.5 c� Guardrail ( If used ) !Concrete�-.. - - _ - -. -- _- lmm 1 I In wall t T2 25 25 25 25 25 ZS 25 25 25 25 25125 Se 50 50 50 50 5e 5e 5e 5e 5• 50 SI Se 5e 5e 5e 8e Be Be 80 60 Me Be Be Be Be ee Be 86 8e 8e Be .. H -- 150 mm Extended height parapet Celt__ 1 Invert t3 n 25 25 25 25 25 5e 5e 5e 50 50 5e 5. 5e 5e 5e 5e 5e 5e 50 80 8e 8e 80 8e 8e 8• 8e 6e 80 80 8e 80 80 8e Be 8e 8e 180_160 8e 80 8e So SPe Note 2 Precast place 016 Cont tot 8 �I 75 mm Std height Pere }Ip7e 7e It 1e 5 955 15 615 655 555 555 655 05 05 870 70 9e 390?10)III-J655655700700720720720 20 25182 7e 7o16901890 890 890,6♦ 5 785 845 r5 45 e5 25 j - - _ Minimum w "b" '760 530 675 7e 675 4_e_t295 485 2e 595 4251785 2e 635 655 55 635 74 635 I e 0 570 340 635,4ee 4_♦530 955 5�6♦ 15 e5I6]51930 4e ]0r X485 6r 3e 825 615 3e 4_e IM x __ _:___ -.- =^�❑L❑G Y PA R T 1 A,- I-LA N I 1 v T E F�I❑R \,\/A L'� 50 nn c t r 1� n e' ht F _ ,,295 295. .,295 e 15 5295 295 5 _95 15 1. The inside and outside surfaces of the RCB Note : Inner and outer reinforcement to be exposed as required to - - wire fabriceld d :c" $275 5jL05 75275 -'75 75 5 5 15{425275275 5275 5 751295485275275 /52752752752955302/5 NOTES s I� Parapet 9N - FG ( 5Z Max ) Rel❑1 areas =-^ T - - -- - * - - - TTTTT - -- - - tie to ce,l In lace construction A ml➢ImuID of two cross I,'y L T I 1.E L L 1.U L VERTf� 1 f Square m m m d. 445 751465 275 85 75 32r 27S a 275 • 360 275 M 5 4•e 275425 5 .,275 320 275 e 75 e 5 34e 2'75 275j38o 275 38.275 2• 7.5 34e 275 4e 5340 275 root shall be marked TOP P _----- ._-.- • /I6 @ 230 mtn--. - 5 - - - - - - - -- - - -- - wires shall be exposed on all sides "P" bars tot ,� s e +1275 2.75'275 5 75 75 275 5 275 75 75v7 5 275 275 75 5 75 275 f275 75 75 275 275 275 275 275 275 5 5 275 275 75 275 275 275 75 5 5 75 75 5 5 75 5 h= 1- f" 1595 951635 35 875 701340 a 380 3Be��35 530 530 95 95615 15T615 425 x254255445 425 9e 3e3e 570 57e{59559553s 275 465610 465 5e 1e 5e 425 le F Insert 2. H minimum shall equalthewall thickness 12 M into to and bottom a-- Precast RCB 1 _ - F E M A T � __ through 12 4 mmum s anld 355l be 2mm for man f span cover 2.4 m 13 L� @ 3eo m� reinforcement X13 L] @ 300 m� y Reint / 79567 it 83679 927944 52760 66 761 70891 83877 91 86 97 Ne24 0 93 1.63 1.10 1 26 118 t 28 '138 1.48 1.23 1 33 1.43 156 J - g p �� Skewed precast end box k LQ Conc g j I f - T - - 7• 67 82 77 95 92 22 •6 1.6 L7j2116 f134 34 89 107 ee 121 12 32 13l 161 3. Quantities are approximate and for design 16 p -__ _ _.-- _ I l ' 1- 1 I - __ -.- _ - - _ - _ -- - - - _-- � purposes only, hilet r Haunch •3 Nth tot Precast RCB TTP 4- For design and details not shown see /19 ot.3 ! reinforcement --- - �� Precast RCB Culvert.Miscellaaeons Details" )911 - 1691 \ 150 ri, Hciur, Ik-.. R-150 m AASHTO STANDARD SHAPE II259 AND 11273 11259 AND 11273 11259 AND 11273 11259 AND 11273 _-0_ A beet i#16 tot 7 Note h - Height (mm) - t SPAN Jar) 2.1 2A 3.e 3.7 �- 5 For external scolia band applications see Skew anWingwall s = Clear span (m) L535 t --L i.5-^.- -- --- -- .. t. I HEIGHT (mJ_ e 9 1.2 1 5 1.8 21 1 2 1 5 1 8 2 l 2.4 1 1 8 2.1 T 2.4 2.7 3 0 1.8 2.1 2.4 2.7 3.0 34 3.7 -- 8 P Extend precast + '� a = 12 cosine skew angle NI6 @ lbe mm r11aximum earth cover(m) 1 I .• I • ,• .• ♦ l / • J ♦ • • I l 1 • • .• • 6.•3.• .• .I • .0 6.• .I a 3.1 81 3.1 6.1 31 6• 3.1 6f 3♦ 61 3.1 6.1 30 6.1 FABRIC P L I L,E DETAIL Precast RCB Culvert, Ion and Backfill RCB reinforcement �� 265 �� Place perpendicular �- - - -- - - - - - -- - -- -- - - - -- -- 5 - Details sheet. to rail Concrete (m) fl 05 05 05 05 05 05 e5 206 e5 05 05 e5 05 205 05 05 OS •5 e5 5 55 5 5 55 55 55 55 5 55 55 55 e5 565 e5 e5 5 e5 5 -\ Ca#-in-P�a -- -_-- - - -" - - - - - - - - 300 mm vertically Minimum welded r - 1 I + 1 ! 1, N13 ) @ - 'a 825 3eI845 �B96•IS I89e 015 910 0I5 1950 250 995 290 015 310 •IS 310 035 291 54+5" 75 565 5 59r 5 610 5591 ,r Sfi`.�31Br 800 1e 841 120 8� 145 905 145 905 145 885 121 8� \ ..` 255 �E C T I O N A-A S E C T I❑N A-A ~ t, 1715 315!915 505 6r'2r 695 165 75J ?,.1'/841 335 971 461 1401630 •B;'• \ Taper haunch typ -- -- - -- b" 1655 9oiE35 to 35 51740 20 90 310 7.,0}165 85 231 7e 315 W 165 735 5 420 5 00 061 565 165 wire fabnc -- ItYYgqqq 1 ( Standard Height Parapet ) ( Extnded Hei ht Para et d 2e 75134e4.11�.,7e34e�Z;5Ii4e 75 40 75 40 5 e 5 e 75 275615�75h2e275320 45445445 45445 ?e 1845 5270t53e."0 3e 530 3e 30 30 3e 4e 05 145 181 610{ ,o, � � g P ) Rein areas -d j i7 - 8e p2e}75 20,275 2et,75 2e 75�32e 5 20 275 34075 40 27 4e 75 346 ?5 340 275 1. 2 r1 n I n. P --Nl6 Lot 7 ( Sq❑are mm m . - t{{' \ 3" mm min. TYPICAL CULVERT END DETAIL e 1275 7575 5 75 275 5 75 5 5 55 75 75 75 5 5 5!275 75275 15 .5 .75 .5 75 75 f 75 75 j275 75 75x275 5 275 75 5 75 75 75 75 75 5 5 75 5 �r 1485 951i1e 3551550 375P5e 35 445 5145 le 655 55 67575 35 2125 951510 r6•_3e 412030 W.5011651425_hh40il5e 9`650 27r 570 310 595 3Y, 15375 15 ` - -- -- ---- --- - ------ ----95 650 IBr 6 40;45 55 X85 mm Extended height parapet „ N13 1 0 300 mm vertically For wall and invert reinforcement not shown,See "End Elevation" detail - - - h - --- - NO SCALE ar dpi mm d d height parapet t ! /, 1 418 it1 60 Ir 1 73 '1 85_ L98 {l 73_ 1 85 1 98 2]0 "2_.223 111 2_170 1 2 88550 3 00 3 y20, 3.35 3,50_'390 10 T 4 26 14 47 T 4.65 14.85 1 5,001 P A R T I A L _ L r N V IF '16/ Wmgwall NO SCALE L I Re of 1 k /r, Y P 1. II �- � NwJF 1 1 111""' N" - ��L - n _ _ _ _ Quantity g IS 33 45 125 53 45 Be 71 217 43 85 58 18 75 222 95 254 232 98 265 213 8 5• a 4e 3e 52 260 a 275 5 10 321442 347 490 395 555450 635 AIL DfYENSIONS ARE IN r MnmcgI'ERS UNLESS OTHERWISE SHOWN For illustrative purposes only Atl P S E C T I❑N C-C AIL 11fT.t.TUF' 2S UNLESS OTHERWIDIENSIONS ARE SE SHOWN ' See Note 3 For correct skew direction see plans STANDARD DRAWING STATE OF ��1O STANDARD DRAWING STATE OF ran wo. XS 4-27 oamm. '+ YORAN �� CKATiir AXV '^�"` " CALIFORNIA DIVISIIN of STRUCTURES PRECAST RCB CULVERT ,.,wo. XS 4-29 n..m, R i►o oDY ® 41ALLAassR '^�"` " DIVISIIN STRUCTURES PRECAST RCB CULVERT ul,.Rw 0w R. Yd6 o�m CKATdLAIN STRUCTURE DESIGN ��"'�"�' a..wm parva- R R. Y66 esm GlALLAGKeR CALIF❑RNIA STRUCTURE DESIGN ��`'"m' IMTII10/92 s�e.wrrm xa COTTdR DEPARTWNT IF TRANMTATMN REINFORCEMENT AND DESIGN TABLES e•'s 10/92 MISCELLANEOUS DETAILS suFr•arrm n cocoT ffR ew.w+a DEPARTMENT IIF TRANSPORTATIIN __ s e. w......oma...d sen rn�sw®�rIN w.mra�� CU am-M MI mwq _.. p{�� 1. Y i Y M •I '!. Y } lM EA L.1®•ereeOR IIlT1e m 010 in•��(fir.>✓>/.'r) Y Y Y M M 9. Y • V+ �.j A - e!®.n•�Itf.�nf1.�7'/•(j 17SF7tNANF 1'9CR FF.QIIP.`t! zaaz�❑oN :'$F"K�ANF - t'9F'.V RFQL'F� zH.2a.❑cN 0 OOT. COUNTY ROUTE LL41�I'B7t POST 3!$EI• TOTAL TOTAL PROJECT NO. SH17" I Of Of Of 0 we. PLANS APPROVAL H I- tr sw CIVII, ! _T V) 18.288m 18.288m Z P ��a.....e,w « +� • 0 15.240m 18.288m 0 OG or Gp -4 3.962M 14.326m- 14.631 m 3.658M 75 mm mia OG or GP 75 Mm min .�i.0.�d d�4 err ay..ar p.r.c °' to 4.72mt 10.52mt VARIES: 13.96m MIN. VARIES Roo 300 14.63m MAX. 1.83m VARIES ri �i VARIES v I Li Q 1 0 ~ > ® Mxnetmre beekffu ( Colvert )) ) i-� EXIST. A.C. PAVEMENT a F-•a EXIST. A.C. PAVEMENT �� >6 ® 952 relathe compaction w EXIST. P.C.C. EXIST. P.C.C. EXIST. A.C. -� ® Roadway Ilmbnnl®eat vAmEs y, VARIES EXIST. C.dcG. SIDEWALK SIDEWALK EXIST. C.&G. y �° V � EXIST. A C PAVEMENT EXCAVATION BACKFILL EXCAVATION BACKFILL � � r- 1.4 T----- Murry cement baddlB I - IN TRENCH IN TRENCH ® Sand [ ( ) _ I ® -atm O d � � O�t<` ; [~ -_ �\S�, � 70 am min � P 250 WP�ER �vlT S �.R 2mER O I 50mm MEDIUMP(FR 73 rxt rilrl tv PR �W Gtr 1 CEO GP`' J� WPPROP �W WP G4 PRESSURE GAS h 900 C,.") ,�' O�� SRL O otr C M J Cj ----- S S o�' T 1 1.430m o c F� ��po� 10.059m G� ` ►4QTEsi 4 T 0 C7 1. or stere C� P -T -� Slope excavation i81a r necessary. o x'75 �( E. Dimensions shown are mhafmmo n ' OOH 000 000 00 9. Method 2 and S for single or mnRtple homes L F EXCAVATI❑N BACKFILL require. an approved external senting hand. S See 'Pretest RCB Culvert, Reinforcement � �`� BACKFILL IN EMBANKMENT and EXCAVATION V T N Tables " sheet, �i- E C A I❑ Design e 3 m �� IN EMBANKMENT y Structural Section 4. Construction of Roadway in Method 2 or Method 3 shall not disturb the 7y, m! Cr I FILL HEIGHT GREATER THAN 600 ren ren external s�8 hand installation. J 75 mm Mtn J U 309 mm min PROPOSED 4.267m(W) x 3.962m(H) OG Roo xo mm GP 300� ,� 300 7s mm mf 300 300 mm min REINFORCED CONCRETE BOX R.C.B. f 75 xam>o� ( ) PROPOSED 4.267m(W) x 3.962m(H) a L ' -, REINFORCED CONCRETE BOX (R.C.B.) see Note 3 rp 75 X70 X75 X75 75 76 70 see Note 3 I I JL J 1n J1�300Jl� J �,� J � METH❑D 1 METHOD 2 METHOD 3 METHOD 1 METHOD 2 EXCAVATI❑N EXCAVATI❑N I BACKFILL BACKFILL N 300 mm There Method 1 or 2 Backfin Is used NO SCALE D 000 mm There Method 3 BwArfill is used. F HEIGHT EIGHT 600 M ren ❑R LESS ALL Dnm4stONS ARE IN 1 IQI.I.IMET'ERS UNLESS OTHERWISE SHOWN z STANDARD DRAWING STATE OF s) r1s.n XS 4-29 cKATJrLAlly '^""'�°�" DMStIN 0E STRl1CTt1RES PRECAST RCB CULVERT a CALIFORNIA L1J DiT1aJ! R. YS6 ® CJYA TLLAfN xsarr�eller �°'° R STRUCTURE DESIGN 10/92 wnomr:o en COTTER �� DEPARTMENT ff TRANSPCRTATD74 EXCAVATI❑N AND BACKFILL DETAILS w m an•O.R9 e.r r/•e/er) exs me"■ CU e�s�♦s eilfe sumo 0 Q a e ao®gale • . . s .o m . n c uo FA �>m ar,m�a.drm Z USm "a ={t SER uxsr xe♦1v.naN FOOTHILL BOULEVARD TYPICAL SECTION FOOTHILL BOULEVARD TYPICAL SECTION STA. 4+50 to STA. 5+50 / STA. 7+25 to STA. 7+90 = i7CK-1tAL t �k Z 7AL Q STREET STA. 3+50± TO STA . +�4 ± 0 ST7ZEET 6-TA. tp+14± TO STA. 7+ S7±' , , �, vER,��_aL girt, 1 DERBISH, � CITY OF RANCHO CUCAMONGA P�OFE SSU N < GUERRA �C �PE)RO ED BY: "\ R.C.E. RECOMMENDED BY: Q �Qo�� F\ ASSOCIATES ACITY ENGINEER RCC 3/979 DATE a8 - to _)y_ CI � a PROJECT BENCHMARK: W rn m SURVEYORS 0 Foothill / Hermosa Storm Drain SUBSECTION SHEET CIVIL n F RANCHO- - _ - � R.C.E. 29224 � ENGINEERS O'v LAND CITY O CUCAMONGA BENCHMARK NO. 10040. P,A. (HO c((AM . GA, (A 0 4 ALT. OF 13 Pk (909) 987-4306 Fax (909) 941-1528 �E�/151�'� STATIoN�N� (PER sT E�) 9�z,9q �3 SECTIONS and PROJECT SHEET i DESCRIPTION: FD. 1 " ROUND HEAD BOLT IN CONC. CURB STAMPED "SB CO BA 0, 1 AT THE S.W. COR OF FOOTHILL sT c1VIL a`P DETAIL SHEET 4 ALT. OF 29 BLVD. & HERMOSA AVE., 1 ' WEST OF B.C.R. F CA a BY / DATE BY / DATE ELEVATION: 367.923m (1207.097') _ - ��1 0 DESCRIPTION OF REVISION DESIGN CITY DRAWING N0. DA.N L E CC 'RRA R C 292,24 EXF'.3/31/03 ENGINEER APPROVED PRECAST R.C.B. PROFILE SCALES. PROJECT BENCHMARK: HORIZ.: 1 :250 - - . - . . - . . _ . 1 . _ . . . . . - _ . . . . . . , . .- . _ . . - - . . - - - . . CiT _ Y UE i-<ANCHv Ui STREET IMPROVEMENT GENERAL NOTES CITY OF R CUCAMONGA I/fc7f/VaY HAP 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA NOT TO SCALE STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL. BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. Q a 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE BASELINE ROAD HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT OF WAY LIMITS OR IN ADJACENT 0 S A AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR ® WLABASELINE ROAD PROTECTED IN Lj PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. a < z > a Uj a 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL v >a CANDLEWOOD w BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM a = AVE. HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. ( CHURCH ST. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING CHURCH ST. DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA CON51�UC�ION N01�5 EASEMENT OR RIGHT OF WAY. > z a 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL - 0 w A� HINGE POINTS, EDGE of PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MOREIr w lei THAN 50.00 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED 71 FOOTHILL BLVD. AT WARPED OR VERTICAL CURVE AREAS. CONSTRUCT P.C.C. CURB & GUTTER PER RANCHO CUCAMONGA STD. DWG. NO. 104, TYPE A2-8. 680 L.F. 0 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE 72 CONSTRUCT P.C.C. CURB ONLY PER RANCHO CUCAMONGA STD. DWG. NO. 104, TYPE A1-8. 405 L.F. _ CONSTRUCTED PRIOR TO PAVING. FOOTHILL BLVD. 73 CONSTRUCT P.C.C. SIDEWALK, 4" THICK, PER RANCHO CUCAMONGA STD. DWG. NO. 103. 3,350 S.F. PROJECT 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND Q SITE ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT 74 ADJUST WATER VALVE COVER AND CAN TO GRADE. 6 EA. Uj WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE o c / > PLACEMENT OF BASE MATERIALS AND OR SURFACING. 75 CONSTRUCT HANDICAPPED ACCESS RAMP PER RANCHO CUCAMONGA STD. DWG. NOS. 102 & 103. 432 S.F. m_ Ln z > 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING 76 CONSTRUCT 6" A.C. PAVEMENT OVER 12" AGGREGATE BASE. 41,550 S.F. a w Q<v�" _ ALL TESTS OR DETERMINATIONS COMPLETED To VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. 77 CONSTRUCT P.C.C. CURB PER RANCHO CUCAMONGA STD. DWG. NO. 104, TYPE Al-12. 75 L.F. ARROW ROUTE = ARROW ROUTE 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 78 REMOVE EXISTING A.C. PAVEMENT. 24,900 S.F. �II r EQUIVALENT OF AGGREGATE BASE. a REMOVE EXIST. P.C.C. CULVERT. L.S. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE L7 STRUCTURAL SECTIONS. E REMOVE EXISTING P.C.C. RIBBON GUTTER. 516 S.F. 11. WHEN IMPROVEMENTS ARE To BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB- R EMOVE EXISTING P.C.C. CULVERT AND DECK. L.S. GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS DEPRESSIONS SHALL BE FILLED WITH A FINE MATERIAL OF QUALITY BETTER THAN THE NATIVE MATERIAL. E CONSTRUCT P.C.C. BULKHEAD PER S.B.C.F.C.D. STD. DWG. NO. 176-A. 6 EA. 12. IF THE ASPHALTIC CONCRETE IS To BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR83 REMOVE EXIST. REINFORCED P.C.C. FLOOD WALL. L.S. USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR FULL PAVEMENT WIDTH PRIOR TO PAVING. 84 RELOCATE EXISTING TRAFFIC SIGNAL PER PROJECT SHEETS 24 AND 25 OF 29. 2 EA. 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, 85 REMOVE AND RELOCATE EXIST. TRAFFIC SIGNAL VAULT PER PROJECT SHEETS 24 AND 25 OF 29. 1 EA. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE 86 REMOVE AND RELOCATE EXISTING STREET LIGHT. 1 EA. OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT EACH 87 REMOVE AND RELOCATE EXISTING POWER POLE AND GUY BY ?. 2 EA. INTERSECTION. 88 REMOVE EXISTING TREE(S). L.S. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF gg RELOCATE EXISTING TRAFFIC SIGNAL PULL BOX PER PROJECT SHEETS 24 AND 25 OF 29. 1 EA. ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL 90 RELOCATE EXISTING WATER METER PER PROJECT SHEETS 26 THRU 29 OF 29. 2 EA. PROPOSED WEST R/W 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. 91 SAWCUT EXISTING A.C. PAVEMENT TO CLEAN EDGE TO THE APPROVAL OF THE CITY OF RANCHO CUCAMONGA 510 L.F. 44' INSPECTOR. 38.8'± TO BLDG. FACE AND 44' ' Q 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. EXIST. BUILDING ~ EAST FACE OF BLOCK WALL 92 REMOVE EXIST. ROCK AND MORTAR WALL. (H=2'±). L.S. BEYOND �� W 3 I VARIES 12' TO 32' 1z VARIES 18. _ w 18. THE FINAL SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL 38.50' UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, INCLUDING ALL ON-SITE GRADING 93 REMOVE EXISTING CHAIN LINK FENCE. 220 L.F. HAS BEEN COMPLETED. AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED '� 12' 32' 12' AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. 94 REMOVE EXISTING P.C.C. DIVERSION CURB. L.S. 96 6.8'± 32.00' PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: g5 a CONSTRUCT P.C.C. DRIVE APPROACH & SIDEWALK PER RANCHO CUCAMONGA STD. DWG. NO. 101 TYPE C, W=35". 612 S.F. I cv I JOIN EXIST. GRADE 6.00' � � A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 SEE PLAN FOR BEG. � R/W g6 CONSTRUCT MASONRY GARDEN WALL PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 606, H=6'. 127 L.F. ci MR. BOB STALLINGS AND END STATIONS 5' FOR BASELINE ROAD CONSTRUCTIONOF BLOCK WALL 97 CONSTRUCT 12" X 18" BROOKS PRODUCT CO. CATCH BASIN PER DWG. N0. CB-1218 WITH 1218 CAST IRON 2 EA. W I I 92 EXIST. GRADE MIN. B. GENERAL TELEPHONE 1-800-483-3000 PARKWAY GRATE. C. SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES. 98 INSTALL 8" P.V.C. DRAIN PIPE. 30 L.F. EXIST. GRADE 78 216 N. EUCLID AVENUE 1-800-427-2000 COMM. 73 77 VARIES 72 ONTARIO, CA. 91762 99 REMOVE AND RELOCATE EXISTING TELEPHONE BOOTH AND LIGHT. L.S. - -- - 71 - = J _ _ _ - _ _ 1,77 TO 2.1% 2% 2.0� _ I _ 100 COLD PLANE A.C. PAVEMENT 0.10' AND OVERLAY TO ALLOW FOR A SMOOTH TRANSITION AT EXISTING 525 S.F. D. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591RIBBON GUTTER. w - - - 9641 SAN BERNARDINO ROAD (909) 483-7440 ENGR. DEPT. RANCHO CUCAMONGA, CA. 91730 101 INSTALL 9500 LUMENS STREET LIGHT BY S.C.E. (PAID FOR AND COORDINATED BY CONTRACTOR). 2 EA. I 76 E. METROPOLITAN WATER DISTRICT (MWD) (909) 593-7474 700 N. MORENO AVENUE102 REMOVE EXISTING P.C.C. SIDEWALK. 805 S.F. a LA VERNE, CA. 91750 F. COMCAST 03 REMOVE EXISTING CURB AND GUTTER. 100 L.F. I 909) 983-9895 1205 DUPONT ST. PORTION OF REDHILL) ONTARIO, CA. 91762 TYPICAL SECTION - Sta. 13 +90 to Sta. 16+00 o-, G. MARKS CABLEVISION �g09880- � 987-6275 11 11 v � 10808 FOOTHILL BLVD. #120 DETAIL A _ - RANCHO CUCAMONGA, CA. 91730cr \ 7. Lo 1- 44' -�- 44' I cncn _ wI w 3 VARIES VARIESI I 44' + 44' \ 1 I-- 31.8' To 12' TO 32' 32' 12' , 0 1 I 12' v I wl I 3 1 wl I I� a 5 92 12.2' 1- 12' 32' 32' 12' 38.50' �1. 44' ~ o EXIST. _ l GRADE I w � 0 EXIST. BLOCK ~ 12'--i 1 o w 1 6.00' 32' - - 32' 12' 1 ~ S.� -yo �% I VARIES J GARDEN WALL 5.5 0.50' Q '1 1I w3 TO ,.,, 0.50 � � ��-' 90 c� � S I 92 z_Of \ 63 O 76 7330 1 w - - - 7878 76 A- 2.0% 71 1.7% _ _ -- --- - --_ EXIST. GRADE 1.7� 2.0% I � I -\-__ /� 76 r _ - I 80 EXIST. C.&G I - - - - - J - - ------ - :, _ - ( 2%_ 71 A. 1. 2� s I REMOVE & RECONSTRUCT I _'1 �- -- � f�j- --------- 1 - 7�� ` WHERE SHOWN ON PLAN I / I NOTE: PROPOSED A.C. PAVEMENT z l 81 I JOINS EXISTING A.C. PAVEMENTAND RIBBON GUTTER ® 6+60 1 r ✓1LIj_ ✓ I 73 78 gp EXIST. RIBBON GUTTER \ / 7B i �' ✓ ENDS @ STA. 8+31 SEE DETAIL "A" TYPICAL SECTION - Sta. 6+60 to Sta. 7+82 r I - - - ,' ABOVE 0 79 I NOTIC� TO CO ^ -TACTOP ' \ 1 SEE PLAN FOR BEGIN AND END ,D I v r\ STATIONS OF PROP. 12" CURB i THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN TYPICAL SECTION - Sta. 7+82 to Sta. 9+ 18.5 TYPICAL SECTIO_N_ - Sta. 10+88 to Sta. 12 +88 ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE r. PLANS. THESE PLANS ARE NOT INTENDED TO SHOW LOCATIONS OF ELECTRICAL LINES, LANDSCAPE IRRIGATION LINES, ETC. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES AND STRUCTURES SHOWN ON THESE PLANS. _' J; ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED 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 AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATION" OF THE DEPARTMENT OF U.S. LABOR, AND WITH THE DERBISH, CITY OF RANCHO CUCAMONGA1 STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORD=RS". GUERRA & O ---- --- - -� - -- -._ - ----_ - THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS _ _ RECOM ENDED BY: RpFESS10 APPROVED BY: R.C.E. r COMPLIANCE WITH THE "OCCUPATIONAL HEALTH AND SAFETY REGULATIONS" OF THE U.S. DEPARTMENT OF o P ASSOCIATES nF ovTY LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ��P�\�� E GF� (� CIVIL ENGINEERS LAND SURVEYORS CITY ENGINEER RC E 3147 9 DATE 6'28 ORDERS". 9 �'' SUBSECTION SHEET PROJECT BENCHMARK: _t Foothill Hermosa Storm Drain CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB CITY O F RAN C H U C U CAM U N GA B L N C H MARK N O. 1 004 0: w m ( 1 1 � � RAA�t�llo ci�(:1��a�c-a r.a ��1;;0 1 of 2 SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL R.C.E. 29224 P (.909) 987 4.306 Fax (909) 941 -15Z8 PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO DESCRIPTION: FD. 1 " ROUND HEAD BOLT IN CONC. CURB Q Hermosa Avenue PROJECT SHEET STAMPED "SB CO BM 01117" AT THE S.W. COR OF FOOTHILL NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER s �P 14 of 29 n THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE BLVD. & HERMOSA AVE., 1' WEST OF B.C.R. \rF civ I,- AND off/ BY / DATE BY / DATE Street Widening Plan PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF ELEVATION: 1207.097' O CAS !'/le/1l 0 DESCRIPTION OF REVISION DRAWING NO. THE OWNER OR ENGINEER. - - z DESIGN cRO DANT E. CUER R.L'.E 4 EXP3131103 ENGINEER APPROVED Title Sheet I b 9 I w y CITY OF RANCHO CUCAMONC,A BLNCHMARK NO. 1 UU4U: DESCRIPTION: FD. 1 " ROUND HEAD BOLT IN CONC. CURB - - P�RTION F 1 STAMPED "SB CO BM 01117" AT THE S.W. COR OF FOOTHILL VERTICAL UR}✓E, ; f � ti + BLVD. & HERMOSA AVE., 1' WEST OF B.C.R. m I ' ELEVATION: 1207.097' ~ z (o 4 L 1 ON DF 1 V. CAL UOVE DO J O - j U R.I.=121 7.7 P.I z Z c� ,Ln i Q� a � g ff � o - P 4\ U N - - - p ; a0 t w oo ' t2 N �+ . + o XIS ING T.0 S P 4F o 12.2� 0 2 T. ,,� _ - - - - - --- - - - - --- - + CONSTRUCTION NOTE Z m CCfBLLE MORT) a 1 d ,- o ^ ^ rn 0 I r o r ' o ' - 71 CONSTRUCT P.C.C. CURB & GUTTER PER RANCHO CUCAMONGA T. 0 0 aD M - ST. F. . 9 L �i O + N i - - _ _ �� I-- O< __ I I cnr� 1 11 � - _ N � Z � -, d �� .T. 1 � _ id- T _ _ -- - � __ STD. DWG. N0. 104, TYPE A2-8. CURB, 32.2 �L'11. -� � � � � _ � � � ��; � � o �- _. _ _ _-- -- _ r.. F'01;> - 72 CONSTRUCT P.C.C. CURB ONLY PER RANCHO CUCAMONGA STD. Y v. q J DWG NO 10 TYPE Al 8 a - -- `� J J m - SOY 4, - -- m 1 om --- - -- - - J - J -- - - + U o e O0 w w - w 73 CONSTRUCT P.C.C. SIDEWALK, 4" THICK, PER RANCHO o - - -- - CUCAMONGA STD. DWG. NO.103. a + w S RDE ~� - - w 0--ADJUST WATER VALVE COVER AND CAN TO GRADE. - IivFolrlf ' T. + � 74 _ O i ? 75 CONSTRUCT P.C.C. HANDICAPPED ACCESS RAMP PER RANCHO r o m RT CUiVE, L= 00 _ N °° j� ✓ > P.I =1 Z07. 5 RT CRL C E> L= 00 0 CUCAMONGA STD DWG NOS 102 & 103 CONSTRUCT 6" A.C. PAVEMENT OVER 12" AGGREGATE a ; o �i r i' Q > POP D G E_ 0*. E + :u' BASE. T w j + . N + a a- 00 ° t I s 77 CONSTRUCT P.C.C. CURB PER RANCHO CUCAMONGA STD. o ? o - - - DWG NO 10 Al-12 N 4 m . d 1 i- i Q + Q + p rn } + N +o + N REMOVE EXISTING A.C. PAVEMENT. 78 REMOVE EXIST P.C.C. CULVERT 1 0.5 - ,.� m J J T a`o REMOVE EXISTING P.C.C. RIBBON GUTTER. C + TAN 0. 'J° m d 2' PORTION jOF 100 ^ - - - - I t- �-'r X 81 REMOVE EXISTING P.C.C. CULVERT AND DECK. 4 V - - - - T o z 4 - -; - E S S. ® CE R NE P.1. 1118.31 N 1 /' � 82 CONSTRUCT P.C.C. BULKHEAD PER S.B.C.F.C.D. STD. DWG. NO. -- -- - - - ---- - - y�- - - 176 A. -- - REMOVE EXIST REINFORCED P.C.C. FLOOD WALL 1 - `� Y o U L= 0 Fr.t.= AL CURVE, L= Q0' _ _ 83 - -- RELOCATE EXISTING TRAFFIC SIGNAL PER PROJECT SHEETS 24 f 84 ELO E E STIN 0 4 4 �/ v O ° Q ! > AND 25 OF 29. d cpv ' a �° ' o m Ot 85 REMOVE AND RELOCATE EXIST. TRAFFIC SIGNAL VAULT PER ~ J"��4 - - ± *O - PROJECT SHEETS 24 AND 25 OF 29. m + d ST. rn N 'T -_ .- �: - - - - - a z - as d - - - za 86 REMOVE AND RELOCATE EXISTING STREET LIGHT. 01-' d f p 1 m - - - - - - v f N w - - > - 87 REMOVE AND RELOCATE EXISTING POWER POLE GUY EPUSrINP C. 2 R �w + ,n m E > P 0 09 T. .,VIER S 32 a / - - - - _ _ -- -- - - Pm _ - fL - T-ff i � 10' �t'I'.I 88 REMOVE EXISTING TREE(S) +IP I - - - RELOCATE EXISTING TRAFFIC SIGNAL PULL BOX PER PROJECT t-H 901-( � AN 78 SHEETS 24 AND 25 OF 29. Lj 1 N 90 RELOCATE EXISTING WATER METER PER PROJECT SHEETS 24 PO SDT. ; AND 25 OF 29. ' 14 -- i 91 SAWCUT EXISTING A.C. PAVEMENT TO CLEAN EDGE TO THE APPROVAL OF THE CITY OF RANCHO CUCAMONGA INSPECTOR. P 0 fOS D T. ., T. t PROFILE SCALES: 92 REMOVE EXIST. ROCK AND MORTAR WALL. (H=2't) HORIZ.: 1 "=40' a REMOVE EXISTING CHAIN LINK FENCE. VERT.: 1 "=4' i 94 REMOVE EXISTING P.C.C. DIVERSION CURB. AND INTERFERRING 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 PORTION OF EXISTING CURB & GUTTER AND SIDEWALK � � J ---__r- - -- ---- END � I i -� \ 8" ( 48`-� ( BEG. , . 101 I , 95 CONSTRUCT P.C.C. DRIVE APPROACH & SIDEWALK PER RANCHO 0.0 0.0 gE j 96 J I x CUCAMONGA STD. DWG. NO. 101, TYPE C, W=35'. �d z A ND 96 X o 96 CONSTRUCT MASONRY GARDEN WALL PER RANCHO CUCAMONGA Q o 3 9 96 J _j 0 Q w w 't- x I I x x x STD. DWG. NO. 606, H=6'. 82 // v W !� ,^ I ^o m J , ✓ d J �z Z I I I H I " 97 CONSTRUCT 12" X 18" BROOKS PRODUCT CO. CATCH BASIN PER J } LL F- a m I I N H -� J J z �. d V) w Y 9 5 O J �� W I ( o= 82 d d < a Y a I W < DWG. NO. CB-1218 WITH 1218 CAST IRON PARKWAY GRATE. 04 Op O M o II om � 3 p 3 wU of rn o0 13 a -� o J I F 98 CONSTRUCT 8" P.V.C. DRAIN LINE. a 0 20 40 "� � ) � pq o, O N I LL + c� Y-J o `1 m o z + m o I w w SCALE 1 =40' ci o(( rn 7 Q a a° 'n II ao U gy'`'m vo z z o °° o ' `r' X00 = o -'o N O Ln 00 �� z z M o Lei d z g J z a '�` v N ^ Z N m o z m O = �\ z c i d Ln - n-j m 4 I 99 REMOVE AND RELOCATE EXIST. TELEPHONE BOOTH AND LIGHT TO Q c� U ^ d '`O°' �r o 0 O a x = '� I 75 m o = co o_ OD rn T o _ I,i M °D a0 I 1 THE APPROVAL OF THE CITY OF RANCHO CUCAMONGA INSPECTOR. ^ W E- N O 2 p - co = = O � Op 0 0 O U p Z 00 p�j m N N Q v Q O ZO .. N d CV U p N� N C� + 71 + O Z I N N 00 w ,.� � w �FN� o d I E, �� _��,�` 00 COLD PLANE 0.10' AND OVERLAY TO ALLOW FOR A SMOOTH J O m nj �_�_ N O f=- ♦ + II (n w 77 + _ �'W =-T� �° �-Ln `n c.i II II o m x m II II �, Q A m M + + a U J TRANSITION AT THE EXISTING RIBBON GUTTER. U m_ w = oo II II +U J F- - � "co t+ a 77 o N w + O F w + Z I W z z II � a m~a 75 73 �� 0 88 co 8 -� 88 = 0 73 N �? © J r? o 101 INSTALL 9500 LUMENS HPSV STREET LIGHT BY S.C.E. (PAID ' I FOR AND COORDINATED BY GENERAL CONTRACTOR . x - - _? o � 72 P.I. x \ 0�- REMOVE EXISTING P.C.C. SIDEWALK. 0 ®- REMOVE EXISTING CURB AND GUTTER Q _ S 91 -- s - - - - ,- ,_ 1213.72 - (11 .61) 91 `�' 91 5 4/ 7 a8 8 _ N.00'11 4'2IV 9 A.C., JOIN 1t A. O - - - -> - - / x+00 3 0 _ _ �- -_ -_.. -. �_._ J .S / N , r'r j 3 � o g4 1 06.50 w ,` � •- �79 � • 72 �� t P.I. C, 0I } <4 o eI• 6R T �73 J � � ;'i o m � � -% 81 71 90 92 71 � � z ,`�� v 6, 6'�, •C' aJ _� ) d p �` 87 0 o CURB RETURN DATA: N T� _ , J Y J z 71 �z o�l SIDEWALK WIDTH TO J 81 0 cq o r B z Of�N z J z P ''' - 103 5 2 TC 1207.30 + + O W a c� RADIUS LTA LENGTH TAN NT T N 75 w j a'N m w�j z o ATCH EXISTING. o ° ° m Z O N z -� voi I w cp m �n co w I I W o v�= z N m 35.00' 89'50'21" 54.88' 34.90' Q x v rcd +� maw m 0.0 0.0 oa gWz�ln ow o z ^ '� o m N c v 3.00' ^ a o>g�? z w m © 35.00' 90'09'40" 55.07' 35.10' o O �r w 0] WtoN + N � O W oa W to rJ ^ 3 CV JZ� JOON m Q p U OD m� N OD + m LO 00 O 1/ / ,O II II + moa O � - Ll 39.00=-� r ^ ao mao wm; m N o �j�r o = + C)-j ^ Uma '� VOO Z ^ O O m n0 MQ �D=w V)N mJ O ~ �Op N m ao N N O I N N r: r m a o SOUTHWEST CURB RETURN r- w N + U X W Q=LL d O UNN m y + Z -- 7' 8' ,I ,I N o w 3 N o N o 101 + c� o n it + u FOOTHILL & HERMOSA ws m ~a N I 1.00' I o+ v J J z z U J ~ RAMP CONSTRUCTION SHALL CONFORM TO d w�L� I 2 I I ~a I l�� 1, MODIFIED RANCHO CUCAMONGA AS SHOWN. STD. DWG. N0. 102, a II AJC- D�TAIL OF N T CORNER 97 OF HERMOSA AVENUE a � r - cn� cn> J Z�j �� m F (o z d D - .-. to J Z O J X w y O I J Q J J `'' d m L`�a - N J o 3 o N 3a O 3a dJ m3 I o --- J � Q(n- zoQ F E S G Q M N m I Y� J� ao3 3n0 �o z11 z 3w QRO S10h o a o ao Q z � 0 10 20 ao = Yw of tJ ap m m i� J 3 ao a w' �o m r a o O J p E m (o -v ce co wo 3 o �_o �o Uo o / � o my re)u- �� m ci a m -� z a6 m m�,�n° ---� -' / ALE 1"=20� J N J U)OD -O mz I C� U� Om ` N C N z o =L O 00 oo W m C 75 � W o �'�'�� N� ri �v �� Ln o w __ R.C.E. 29224 O s U O p V 00 Q 00 - O N N A N N o0D N °D - z (o_j 2m N �\`',�`3`�C� O' J O II �"��F�V -{��QG \�'��V + . 96 + =c~i) c II co H to D_ + C9 -' �' P { r' N Q CO N J 04 � �� +- F � � C F Q Q � � N - + II 0 6 + O N O co F -' P` J �W w N ~ QP J� / QP cow + �� ,.� `^� S �P L o U - w = �� Lq +L 6. � i P O P O --- T CIV 11. � CD T ~ m 77 ±c6 0 9ffi 96 w m opo /� 9 96 = ci U �lF OF CAI�F�� f/ 97 I 77 - A / ; , EXIST. WATER METERS a -- CD \ CITY OF RANCHO CUCAMONGA o ---- - ----- --- DERBISH, -- - - f _ - - - - - - -- �, , J GUERRA & P '00 l RECOMMENDED BY: �+ V) 3 Q 3 AP ROVED BY: � R.C.E. ' 9s W J 98 w Y 73 ,o, s3 T ASSOCIATES �EPvTr Q 73 71 a o �uj o 71 X W o O N X F o 0 71 q CITY ENGINEER RCE -3147 ? DATE CN +I w f- m w Q � m CIVIL ENGINEERS LAND SURVEYORS Q PLAN AND PROFILE SUBSECTION SHEET O J oD a ,•� ao w aD w i U RA,`rNo' (C C.4-Mo.,G.� t':," 91;3o FOOTHILL HERMOSA STORM DRAIN 2 OF 2 ao w Oo a PROJECT SHEET HERMOSA � � r�tiV 00 + w AVENUE Ph (909j 987 4306 Fax (.909) 941-1528 cn HERMOSA AVENUE E z 98 N.00'1 4'29"W. _ BY / DATE BY / DATE 15 OF 29 a --- - 11+00 - 12+00 -�EXIST. 10" SEWER MAIN -u-) 13+00 ��h� Z\ DESCRIPTION OF REVISION DESIGN CITY STREET WIDENING PLAN DRAWING NO. LO Q_ DANT E. GUERRA R.C. 29224 1:3/31/03 ENGINEER APPROVED -� STATION 6+35 TO STA. 15+90 1 fd q I w Foothill Storm ra2nVICINITY MAS , NO' TO SCALE C C W b A WAS F 5Y5t M N 0t 5 Q a BASELINE ROAD 1 ALL WATER LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CUCAMONGA COUNTY WATER DISTRICT'S STANDARD AND SPECIFICATIONS AND THE LATEST EDITION WA I P" a 0.0 KYLAN, BASELINE ROAD OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. o w J H V7 Z Q Q THE CONTRACTOR IS RESPONSIBLE FOR SECURING FROM THE CUCAMONGA COUNTY > 2 CANDLEWOOD 0 Z 2Foothl" 11Herm Q WATER DISTRICT COPIES OF THE LATEST STANDARD SPECIFICATIONS PRIOR '0 THE oSa Ve • an enter ve •START pF CONSTRUCTION. ' CHURCH ST. 3 ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE THEM- SELVES WITH THE SITE AND SHALL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGE TOCHURCH ST. EXISTING FACILITIES RESULTING DIRECTLY, OR INDIRECTLY, FROM THEIR OPERATIONS, Water Relocatl* on Plan WHETHER OR NOT SAID FACILITIES ARE SHOWN ON 'HESE PLANS z PROJECT I< 4 ALL 6" WATER LINES SHALL BE 12 GAUGE S'EEL; ALL 8" THROUGH 16" WATER LINES M SITE < �P SHALL BE 10 GAUGE STEEL, CEMENT MORTAR LINED AND WRAPPED IN AC: CENTER ST. OD �2 -_ � � � � � ; �- - �;.I ►� �, ; _tom_ , - , , +85. Uj 09 .48m T. 3 m R�. - 3 _, 5 - L 3 I a 18 13,1 A \ 0+62.877, 4.877m LT. i �� / 7/ }135 P CUT EXISTING AND JOIN EXISTIN ' 3 p1N \ �8m-��10.05Qtn--1 GLE 200mm (8") WATER PIPEI / I I i .71m 6.71m1n r P -- -r - 5 - - - . --- - ,1.__ - W 0.3m O 0+53.348, 4.877m LT. y 12 6 6 3+84.00 13.71m RT. I TIE-IN EXIST. 150mm ANGLE POINT (6") WATER PIPE o �j _ - _ O C p. - - - F W C i_. C. 20 - - I 0.3mm !I 11 +50.360, 4.877m LT. / ' 53 o47 I 1 12 �J TIE-IN EXIST. 200mm (8') y I I � 1TWATER PIPE � - -' _ f - 23 i R W JOIN EXISTING GATE VALVE i ib a I / R/W Cr Uj Q 3 z ^'• f '-` .�i CLO S8" i + - Sg"'_ _ 71 n 41m 1 11m- $g i. .M I j o /-�/�� w /-f I W �- TO BLDG. N -ABANDON EXIST. C.&G. - - ��r psws--, E 0+4158 4.877m LT. HI PIPE k I G 4+46.87, 7.92m I I r� 2 --� N5 Y� ABANDON EXIST. 250mm (10") WATER E oEXIST. C.dcG. - OOT€ MNI LT. 3.66m-•- I m w : 3+61.12 13.71 m RT. N 3 PIPE, REMOVE AND CAP AS NECESSARY N 00 Oo E2 13 6 - N + PROPOSED R.C.P. STORM DRAIN E `�' EJOIN EXST., Q Q JOIN EXISTING V 1 STA. 4+19.593 C.L. FOOTHILL BLVD. o6 �° 0000 0 9.866m 18M of V)� 1 =0+30.480 C.L. CHURCH ST. N STA. 3+00.556± FOOTHILL BLVD.= �ow w x O 111 4 C.L. INT. DEERCREEK CHANNEL " 88'29'37" W. z0 45 44 42 2 3R/ a0;it°r DETAIL >>A>> 20 53 3 42 44 45T3F--a-d 4+ 4 47 C . FOOTH L BL .= 2 3 .L IL VD E0+30.623, 4.877m LT. C.L. CENTER ST.jj,� _ -- - - - �'t_f f • - - - Nf1' STACIA _365. 35 24 00 t - - - Ln - -E� rn INV.- -- - r- -��I I �-• „G 1 20 35 - \ - ►7� � E STA. 4+50.524± C.L. HERMOSA EXIST. 2 METER S 1 . 11 1 ---- -- E �lE W6 I -- AVE.= C.L. INTERSECTION E �/W • . - -- i / 1111 W -- - - - - - -- - a - -- - - -- - • SALVAGE EXIST. F.H. I �(,w E T r z, HEAD TO C.C.W.D. I L - 1---___4+46.0±, I 4.6m W R/W �� PROPOSED 4 267m X 3.962m R.C.B. U� �o� SEE jDETAII, C� � Y r --- R/W-� X`V� BELC)W LEF 7.92m 1 --I 1.5m f-- * 4+34.218, 7.92m LT. � EXIST. PRIVATE WATER SERVICE j G� ANGLE PT. - DEFL.=4'33'05" RTJ 1.5 m Uj 1 G I I 9.75m DETAIL CF0,OTH-ILL STATE ROUTE �� 66 ! LVD . , 1 _ 45 43 4 2 1 3 N.T.S. 6.706m 4+11.99 24 4+11,99 6.157m LT. 3.41 ly-} 11 .41 1 m- 4+10.11 \ E _ - - 35 _ CONSTRUCTION NOTES x \' I N�� 7+98.144 FOOTHILL lf� - INSTALL 250mm (10") C.M.L.&W. WATER PIPE. 23 -- INSTALL 50mm (2") DOMESTIC WATER METER SERVICE LATERAL PER C.C.W.D. STANDARD DRAWING 35 - REMOVE EXISTING FIRE HYDRANT LATERAL AS NECESSARY. F x " BLVD., 12.497m LT. �-l�� NO. 2 AND RELOCATE EXISTING METER 0.3m EAST OF PROPOSED EAST CURB. 49 ` 1Q.2 tm -1 c (_] z CUT AND JOIN / 1 f� /-,-- INSTALL 200mm (8") C.M.L.&W. WATER PIPE. 36 REMOVE EXISTING 150mm (6") FIRE SERVICE LATERAL AS NECESSARY. ^ i P `f o a I-o Q o • INSTALL 150mm (6") C.M.L. &W. WATER PIPE. 24 INSTALL FIRE HYDRANT ASSEMBLY PER C.C.W.D. STANDARD DRAWING NO. 3. 37 REMOVE EXISTING 75mm (3") WATER METER LATERAL AS NECESSARY. F 4+03.585, 5.48m LT. w 3 ! a -J 3 AN�.-DEFL.=-4'33'05" LT.: I * n cai, cS W °� 4 INSTALL 250mm (10") GATE VALVE WITH BY-PASS AND VALVE BOX ASSEMBLY PER C.C.W.D. STANDARD 25 INSTALL FIRE HYDRANT LATERAL PER C.C.W.D. STANDARD DRAWING NO. 3 AND TIE ON TO EXISTING 3g RELOCATE EXISTING 50mm (2") WATER METER AND TIE INTO FIRE HYDRANT LATERAL PER C.C.W.D. _ I - - - _ - _ _ DRAWINGS NO. 5 AND NO. 4. LATERAL 0.9m 3' NORTH OF CURB FACE. STANDARD DRAWING NO. 2. r 45 43 42 2 ' 5�49m -� m.• � Q ABANDON EXIST. 250mm ( ) ' • ; / I (10") WATER PIPE INSTALL 200mm (8") GATE VALVE AND VALVE BOX ASSEMBLY PER C.C.W.D. STANDARD DRAWING NO, 4. 26 __ INSTALL 150mm (6") FIRE SERVICE LATERAL PER C.C.W.D. STANDARD DRAWING NO. 8 AND TIE ON TO 42 TACK-WELD ALL JOINTS 25m (82') FROM END OF PIPE AND ANGLE POINTS PER C.C.W.D. STANDARD 31 '3+88.16 r 1 INSTALL 150mm (6") GATE VALVE AND VALVE BOX ASSEMBLY PER C.C.W.D. STANDARD DRAWING NO. 4. EXISTING LATERAL 0.9m (3') NORTH OF CURB FACE. DRAWING N0. 9. ppe om E. i 43 TRENCHING WITHIN CITY OF RANCHO CUCAMONGA RIGHT-OF-WAY PER C.C.W.D. STANDARD DRAWING �, I �' �l ± 5� 13.11 m RT 18 7�- INSTALL 100mm (4") GATE VALVE AND VALVE BOX ASSEMBLY PER C.C.W.D. STANDARD DRAWING NO. 4. 27 INSTALL 75mm (3") WATER METER SERVICE LATERAL PER C.C.W.D. STANDARD DRAWING NO. 26 AND NO. 30. 1 - r. / ANGLE PT. - 12 3+85.09, 5.48m LT. • G N 1 TIE ON TO EXISTING LATERAL 0.9m (3') NORTH OF CURB FACE. 3+85.6" TEE / >> >> a- INSTALL 200mm (8") TEE. 44 TRENCHING WITHIN STATE (CALTRANS) RIGHT-OF-WAY PER CALTRANS STANDARD PLAN NO. A62D, 4 \ � DETAIL B 28 INSTALL 50mm (2") DOMESTIC METER SERVICE LATERAL PER C.C.W.D. STANDARD DRAWING NO. 2 AND METHOD 3. 5 • • 12 INSTALL 200mm X 150mm (8" X 6") TEE. 6 \ JOIN EXISTING LATERAL O.9m (3') NORTH OF CURB FACE. 3+84.00, 10.406m RT. 23 N. .S. 45 TRENCH REPAIR PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 120. 20 1 PROP. W.M. 13 INSTALL 150mm (6") HOT TAP TO EXISTING 150mm (6") WATER MAIN. 29 INSTALL 38mm (1 1/2") IRRIGATION METER SERVICE LATERAL PER C.C.W.D. STANDARD DRAWING NO. 2 1 47 INSTALL 50mm 2" DOMESTIC SERVICE pFROM WATER METER AND CONNECT TO EXISTING DOMESTIC IN TALL 250mm (10") 45' BEND. .AND JOIN EXISTING LATERAL 0.9m (3') NORTH OF CURB FACE. ( ) 4.03 3 42 43 45 0.3m EAST OF EAST RIG T- -WAY. SERVICE r,, � ' 18 IN$TA 150mm (6") 90' BEND. 1130 .INSTALL 25mm (1") DOMESTIC IWATE METER SERVICE LATERAL PERC.C.W STANbARD DRAWING N0. 49 TIE-IN EXISTING 50mm (2") TER LATERAL TO NEW,�OOmm (8") WATER MAIN. • y �0-• • I I � " 2 AND JOIN EXISTING METER. _ F_ 4��/ 52 51 3+64.864, 1.52m RT. I L3•6*P� 19 - IN$TA 250mm (10 ) BLIND FLANGE. i 51 INSTALL 150mm (6") V.C.P. S WE�LATE AL PER C.C<I�.D. STANDARD DRAWING N0. 15. __ __ - _ ( ) C�.C� D. STANpARD DRAWING �4.02m ® 1.00% __,�_._ I j ( ) F I INC.T 2LLAND RELOCATEEXISTINGSTI G MAETEIR.METER SERVICE LATERAL PER W• &_ INSTALL 150mm (6") WYE SA Ol ON (STING 250mm (10") SEWER MAIN PER C.C.W.D. STANDARD • 20 $TA 200mm 8" BLIND FLANGE. 12.50m LT. - DRAWING NO. 17. ) 54 .681 • -EXISTING 50mm (2r') 22 INT ( ) 32 CUT AND INSTALL WELDED 4AP;ON EXISTING 150mm (6") WATER P E N RTH, PL G AND ABANDON V. 5.681 WATER SERVICE ALL 200mm X 150mm 8" X 6" REDUCER. 53 REMOVE EXISTING GATE VALVE ' D SALV GE TO C.C.W.B. YARD. L • �p lb I EXISTING 150mm (6 ) WATER PIPE 90UTH. � °� I � I I L-TIE INTO EXISTING 50mm: 33 1EXISTING CUT AND INSTALL WELDED CAP ON OX TING 150mm (6") W ER PIPES TH, PL G AND ABANDON 54 INSTALL 150mm (6") CLEANORf�, .S�ANDAfD DRAWING N0. 21. � �' 2WATER SERVICE. 150mm (6") WATER PIPE NOH• �i zsL JREMO TREES PER8O STREET' IMPROVEMENT I F * I _ PLAN (TYP.) o ;� + PROP. 100' CATCH BASIN Q • o � � I L -------� 3+43.800, 1.52m R_T.- rY> _ c ,� 14 OZ m ® 3.92% 3 42 43 45 ' Ir - - - c• F\� SCALE '1:500 - I Q 54INV 50 65L745 o, 1 �•/ro`° 45 P i iii 44 42 iv 3 N 7 ' •� w } I � o FOOTHI ' ESTATE ROUTE 6 ) B OULEVARD 00 53 d J s j. wD -- -- - - - - - -� -- f� - -W6" - -- - - -- -- - - 'r- -- - - - wo" c EXIST. CURB -- { R/W -_ -� - 1-W6 - - - R/W T -- - - - -_ -�_ ,, , G.LE.M H _ " 1- T T._ YD - S8 - - - -- --- ---- 1 - -- TE.M.H. - -- - - - --- -- ---S8---- f W6 _ S8" - - _0 - -- - - -- - -W6" - -- - -S81 - - EXIST. C.&G.� �G O�:T:€.Rfiti.E cT 1�� f f G2" 00 1 G.T.E.M.H. G2" E E a G2" 0 g I I 00 E + o o E .ItE \M'y66��0 I I E o E I N STA. 5+90.998 ANGLE PT. } N 0 m NJ%� III = (0 r2 5+90.904, 5.791m LT. C.L. FOOTHILL BLVD. E - C a N '� I I I o ANGLE PT. M Q' _ p � i C_ N. 89'35'51" E. ! } I 7 N. 89'35'51" E. �II 8 1 1 E N. 88'29'37" W. 1 3 I I Z1 1 1 44 45 4 5+77.492, 5.791 5 STA. 3+04.800 C.L. HERMOSA AVE.= I I E ^. v; ANGLE PT. i6 42 O Zn oE STA. 8+14.331 C.L. FOOTHILL BLVD. II = E I I w 53 00 C1 00 LO SEE DETAIL "B' 00 00 11� 53 53ct 00 - - _--: . __ _T rT, 1 ^ ' � �� t g� W OVE RIGHT ----�.1 -- wA �wA 7 -- - r J 33 �. p S.C.E 53 EXIST. C.&G. ` 53 _ 53 + - 1 t G ®.� _- __ • h-i S.C.E. 1 • m : -R/W F R �p Q < } I I E F n PROPOSED 4.267m X 3.962m R.C.B. R/W E '� J ; � i � � � �,✓ � I � �y?" -�- /ik'��F'�' GVF,p '�i� E E E t vo - - � ., "\ ABANDON EXISTING 250mm (10") WATER PIPE \ �� O`' r� v) o o `_, M \ r rn ��. I I E z y o � R.C.E. 29224 I a _ J r -' E N ^ =I I rn ^ 1 " E _j cb N + n + �` i : I Y �p J,4� t m -� 1 41 1 r�r 7d rn f �'+ \+ ` `n 1: a ST CNIt I o, '^ + q l R __i y rF I I i I �. kk �• i 3.96m3� -9.7�4m--� N i � � � I �_ yl � � `--- �, � � � f OF CAL\FO? � t 1 LLO - - --j u i I - 0 4.88 m z I o o N - y w ^ O 1 f a 1 k 1 I� ' � it '1 o a n if + I _- _ w rn co pr) tn 1 a; o ( 1© � N L lI 31� Q I r II I etrlc �` ► Q a D BENCHMARK- PLANS PREPARED UNDER THE SUPERVISION OF DATE APPROVED �� _ /�_ �� DESIGNED BY DRAWN BY CHECKED BY DRAWING No. � a Q CITY OF RANCHO CUCAMONGA BENCHMARK-NO. 10040: DERBISH, GUERRA & ASSOCIATES DATE �" UCAMONGA COUNTY WATER DISTRICT DESCRIPTION: FD. 1" ROUND HEAD BOLT IN CONC. 8331 UTICA AVE. SUITE 150 RANCHO CUCAMONGA, CA 91730 1RECTOR OF E tNEERING AND NSPECTION DGA DGA C.C.W.D. Foothill / Hermosa Storm Drain Project 99-W4-2 E CURB STAMPED 'SB CO BM 01117" AT THE S.W. PHONE: (909) 987-4306 W. (909) 941-1528 w m COR. OF FOOTHILL BLVD. HERMOSA AVE., 1' CUCAMONGA COUNTY WATER DISTRICT SCALE WORK ORDER No. WATER PLAN - Phase I WEST OF B.C.R. ENGINEERING DEPARTMENT L 0 -- - I I}I�1 9641 SAN BERNARDINO ROAD, CUCAMONGA, CA. 91730 1 : o o Foothill Boulevard, Hermosa Avenue & Center Avenue z 4 a REV. DESCRIPTION OF REVISION DATE APP'D ELEVATION: 367.923m DA EL E. GUER A - R.C.E. 29224 EXP. 3/31 /99 (909) 483-7440 dater Relocation Plan SHT. OF C11; NT11:H ST. � _vr 1 Cl1 (l ► l 1 1 r � �/ V 1 V ►� 1 I� U �/ 1 V 1 �I 1 V 1 J 1J �\ � 0+62.877, 4.8.77, LT, T cP' - CUT EXISTING AND JOIN EXISTIN �gm �.f 10.058, -1 1�- INSTALL 250mm (10") C.M.L.&W. WATER PIPE. O t I 200mm (8") WATER PIPE � .71rh _6.71, ( n INSTALL 200mm (8") C.M.L.&W. WATER PIPE. 1 O j 0+_51348, 4.877m LT. " ` > l TIE-IN EXIST. 150mm INSTALL 250mm (10") GATE VALVE WITH BY-PASS AND VALVE BOX ASSEMBLY PER C.C.W.D. STANDARD (6") WATER PIPE a DRAWINGS NO, 5 AND NO. 4. o og F 5 INSTALL 200mm 8" GATE VALVE AND VALVE BOX ASSEMBLY PER C.C.W.D. STANDARD DRAWING NO. 4. Jr- CDC ( ) ': 0+50.360, 4.877, LT. ' p , • '` � `TIE-IN EXIST. 200mm (8") ` y I 7 INSTALL 100mm 4" GATE VALVE AND VALVE BOX ASSEMBLY PER C.C.W.D. STANDARD DRAWING NO. 4. z r --- I _ ( ) PIPE f ';WATER I -1 --- - I- / INSTALL 250mm X 200mm (10" X 8") TEE. R/W n i ' �`�R WY j I 16 INSTALL 250mm (10") 45' BEND. ;+ �. - -- - S8"-I= _ . __ -- �$° _ - - - -- -- (-- - �^ - - � CSO L " a INSTALL 150mm 6" BLIND FLANGE. G2" - 'aH �- O - - , h Q-�--1 .41 m N. .41 m EXIST. C.&G. M � I 28 INSTALL 50mm (2") DOMESTIC WATER METER SERVICE LATERAL PER C.C.W.D. STANDARD DRAWING NO. E . 9.75,-- y E G G.T.E.M.N. 1 2 AND JOIN EXISTING METER. E-r � E o EXIST. C.&G. O I; ------- i _4+46.87, 7.92, LT. 3.66,-4 2 1 36 REMOVE EXISTING 150mm (6") FIRE SERVICE LATERAL AS NECESSARY. �/l v PROPOSED R.C.P. STORM DRAIN x E c a N 0Eo CUT INFO AND COIN EXIST. ), ! �/ 1 I STA. 4+19.593 C.L. FOOTHILL BLVD. ao NOD rl { 4+24.473 C.L. FOOTHILL BLVD.= STA. 3+00.556± FOOTHILL BLVD.= -0+30.480 C.L. CHURCH ST. = v ao - ! N 38 INSTALL FIRE HYDRANT ASSEMBLY PER C.C.W.D. STANDARD DRAWING N0. 3 AS SHOWN, AND INSTALL 9 - C� 0+30.623, 4.877m LT. C.L. CENTER ST. INT R CREEK CHANNEL j a SALVAGED FIRE HYDRANT HEAD. C.L. DEE C EE C EL UJ- o _; a N. 88'29'37" W. r > I a z 41 INSTALL 50mm (2") REMOVABLE BLOW-OFF ASSEMBLY PER C.C.W.D. STANDARD DRAWING NO. 6A. � c� � � REMOVE AND 3 R/w = 0:;i 45 44 2 / AT } } TACK-WELD ALL JOINTS 25m (82') FROM END OF PIPE AND ANGLE POINTS PER C.C.W.D. STANDARD W 1 44 45 \ RELOCATE I DRAWING NO. 9. w F- 7 / 5 �] 1 1 44 45 a E 7 41 - ��++ _ __ TRENCHING WITHIN STATE (CALTRANS) RIGHT-OF-WAY PER CALTRANS STANDARD PLAN NO. A62D, -�` " --- - ---- - - --_. _ - f t t E L,JTACIA rn r? --- METHOD 38. . - - _ - E � STA. 4+50.5241 C.L. HERMOSA 45 TRENCH REPAIR PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 120. - " �, _ �.,+✓r,___ 4 \ __ - ti - C T - - - _ -S 1 � ri - _W6 + � _� � AVE.= C.L. INTERSECTION 53 REMOVE EXISTING GATE VALVE AND SALVAGE TO C.C.W.D. YARD. ! /W y `"J � • / R 1,1 + � j-- - �yi ; - - - -- - - \ / 1 1 - R/W i z p / PROPOSED 4.267, X 3.962, R.C.B. rn w 7. m� SEE DETAIL "A � �,� 1 92 1 o k�� . BEL VV L T y I _ w - I ,y r4+34.218, 7.92m LT. cn >10 o o { F ANGLE P1. - DEFL.=4'33'05" RL' I 1.5 m Z!�a v p 0�'/ wz + z /5• . -- � ; ww� 'FOOTHILL - ( NATE ROUTE .\ 66 ) ;� w LV f ` y 9 75m I 1 w m 0 1 \ . I f n . l = _ + , ��-�-��--16'706, I C l 4+11.998, 6.157m LT. 3.411 m 1 I ABANDON 150mm (6") FIRE HYDRANT LATERAL N 1. , k N ,X 1 21 REMOVE A5 NECESSARY �0 �, A 1 d• 1irr� -� REMOVE 250mm (8") BLIND \ FLANGE AND SALVAGE TO -� -7W6"� 4+03.585, 5.48rr: LT. C.C.W.D. YARD I a ANGLE PT.-DEFL.=4'33'05" LT.-' { 53 tx _ • � I 7 36 pPB I b 3+85.09, 13.11m RT. 5 ANGLE PT. _3+85.09, 5.4.8m LT. • V)--1 8"x8"X ATL s rA 1. • w W 4 �77' V) SALVAGE EXIST. FIRE 4+24.105, 12.497m LT_J 4.Of 10 HYDRANT HEAD I M + • !� o' I ABANDON OR REMOVE WATER Ii I f SERVICE LATERAL - REMOVEI � I 1 • � � i v II ASRNECESSARYA *11' , w I w { • w „ „ W • _ _ UJ DETAIL A I , UJ , I g _ _ Ig( ) �. SES U REMOVE TREES PER U*) rn < J -STREET IMPROVEMENT 1 �` _ 1`T w 3 - PLAN (TYP.) 0 It t z 1 + 104 a I i y Nx I ti , SCALE �1:500 � I F ♦ ~ __ CLE - • W a J Q- I I 1 Cc) �ro. FOOTHI ' I ESTATE ROUTE 66 ) # BOULEVARD _ . Px r - r l '� ! +' _� �O EXIST. CURB D C - wo- -- t- - R/W + W6 -- - - - - 1 --W6 -- -_ - - -__ - -- -- -- - -- Rwo /W i t R/W u • • s - - _� -- -- -- - • G. - f • • } l t� �e _ -- /W6" S8"- - - --- -- S8� _ _, - - - - -- - EXIST. C.&G.J't-IA'T/t/ -- - - - - - - - - -- -- -- -- - -W6 - - - G2" E O o f G2" � G.T.E.M.H. o E E 3 E E 1 G2" I I I � o E N STA. 5+90.998 ANGLE PT. °0 C), I 00 o C) E � E E 5+90.904, 5.791m LT. C.L. FOOTHILL BLVD. E �' ANGLE PT. '�� L o r n rT, l I I N. 89'35'51" E. s I 88'29'37" W. 5 1 ! N. 89'35'51" E. II e 1 ! 1 E N. 3 - I I E a, 5+77.492, 5.791 m LT. Ct ANGLE PT. STA. 3+04.800 C.L. HERMOSA AVE.= I I ,, �, E _ _ _ _ ___ t 1 0 1 o STA. 8+14.331 C.L. FOOTHILL BLVD. I I -W10"- "' ----- -------W10" -- oEo --W10 �- RCB. 4.267, X 3.962, r� E 1 42 44 45 E �� M N o c; 00 00 no ,I, 1 tr �: \ v{I'7"7'f r/ lye 7 t - _ _ •., ��: � .�- EXIST. C.&G. I _ -- - - _ _ , � - -- - ��:_ �� C•E� S.G.E 1 - �- \,w �- -` �'"� / VROFESSI _ �W j� R/W +' �" c; I r' �� 3 PROPOSED 4.267, X 3.962, R.C.B. _ / a i O y Q -- EXISTING TREES TO BE m uil _ 3 ` , REMOVED BY CONTRACTOR1 - � DURING R.C.B. CONSTRUCTION ' \ r`-1 R.C.E. 29224 J - �D 'V :-io 1 Ail m = -- rn r - � ' E � � ��Tf f�P, 1 .41 1 rh i . I CrV 1 I � � W p oo a-' I � � _ F CIp,1-A t I r` - 3.9bmt 9.7 4m "nom �� UJ�, I _ 1 - N J``yy X II I O d - CD z , ' 4.88m�- j � =Pw I� I t ,: Ni'w�- �nQ J �, r` Q _ T I I © I ! .1 j cc _� etric a W �- -- --- BENCHMARK: PLANS PREPARED UNDER THE SUPERVISION OF DATE APPROVED _ B� /_ l DESIGNED BY DRAWN BY CHECKED BY 2 DRAWING No. Q CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10040: DERBISH GUERRA & ASSOCIATES �- UCAMONGA COUNTY WATER DISTRICT _ DATE .� � • 99-W4-3 � 1' Q DESCRIPTION: FD. 1" ROUND HEAD BOLT IN CONC. 8331 UTICA AVE. SUITE 150 RANCHO CUCAMONGA, CA 91730 DIRECTOR OF E NEERING AND ECTION DGA DGA C.C.W.D. Foothill / Hermosa Storm Drain Project ` L Q CURB STAMPED "SB CO BM 01117" AT THE S.W. PHONE: (909) 987-4306 FA% (909) 941-1528 WATER PLAN - Phase 2 r' COR. OF FOOTHILL BLVD. & HERMOSA AVE., 1' CUCAMONGA COUNTY WATER DISTRICT SCALE WORK ORDER No. - WEST OF B.C.R. ENGINEERING DEPARTMENT O i 1��1LFoothill Boulevard, Hermosa Avenue & Center Avenue 9641 SAN BERNARDINO ROAD, CUCAMONGA, CA. 91730 1 :500 SHT. 3 OF 4 REV. DESCRIPTION OF REVISION DATE APP'D ELEVATION: 367.923m DANT L E. GUERRA R.C.E. 29224 EXP. 3/31 /99 (909) 483-7440 Water Relocation Plan p CONSTRUCTION NOTES CENTER ST. 1�- INSTALL 250mm (10") C.M.L.&W. WATER PIPE. 1 -- - -- --. 2 INSTALL 200mm (8") C.M.L.&W. WATER PIPE, +62.877 4.877m LT. 00 / CUT EXISTINGJOIN XI I 48m--1-10.055 _ I I.' INSTALL 250mm (10") GATE VALVE WITH BY-PASS AND VALVE BOX ASSEMBLY PER C.C.W.D. STANDARD ( ) 1 / o I I DRAWINGS NO. 5 AND NO. 4. n O __.-__. 200mm B WATER PIPE -- - N i �� .71 � 6.71 m - - I 7 INSTALL 100mm 4 GATE VALVE AND VALVE BOX ASSEMBLY PER C.C.W.D. STD. DWG. N0. 4. I 3 • ( � O TIE-IN 150mm --- �W i -- , 8 INSTALL 250mm X 250mm 10" X 10' CROSS. - -- R� ( ) 6" WATER PIPE � 4 nh 1 .H1 m 9 INSTALL 250mm (10") TEE. O s ly 'b _----------- LL I. I"( +50.360, 4.877m LT. o t j 9t75m-" P 14 INSTALL 250mm X 200mm 10" X 8 REDUCER. F-�--i '' ( '� � TIE-IN EXIS . 200mm (�") � ,z � 4+46.87,.7.92m LT. 3.66m �-�-� 1 -+ ATER PIPE L- �� CUT INTO AND JOIN EXIST. 15 INSTALL 250mm X 150mm (10" X 6') REDUCER. R/yy �/ \ _ i ~iIt, ce - -- - -1N6s' - - IVB ` - - - -S[+41-2 - - i I �^ 16 INSTALL 250mm (10� 45 BEND. _. _ T n.N a 19 INSTALL 250mm (10') BLIND FLANGE. "� _ - - r oz 21 INSTALL 150mm 6 BLIND FLANGE. - - T r. _ - --- EXIST. C.dcG. --- f Q,R'M N N EXIST. C.&G. � O to �� 7 1 - - 1 40 INSTALL 406mm (16 ) I.D. MINIMUM, 10mm (3/8� THICK STEEL WATER CASING PER C.C.W.D. STANDARD n m �; 0No E `� E - -- - -- _ t- DRAWING NO. 10. PROPOSED R.C.P. STORM DRAIN 0 co E -+ STA. 4+19.593 C.L. FOOTHILL BLVD. _� a; N m ESTACIA -+- I � ' =0+30.480 C.L. CHURCH ST. N STA 3+00.556f FOOTHILL BLVD.= S8" -4-,. I 42 TACK-WELD ALL JOINTS 25m (82') FROM END OF PIPE AND ANGLE POINTS PER C.C.W.D. STANDARD _ _ _- - ---_.__ _ _-- _-__-- - I C.L. INT. DEER CREEK CHANNEL " - DRAWING N0. 9. _ __ 4 _ _ __ _ N. 88'29'37" W. - j ST. JAVE.= - - I E - W6 STA. 4+50.5241 C.L. HERMOSA 43 TRENCHING WITHIN CITY OF RANCHO CUCAMONGA RIGHT-OF-WAY PER C.C.W.D. STANDARD DRAWING N0. 30. $ 4+24.473 C.L. FOOTHILL BLVD.="� - C.L. INTERSECTION _� E vi , - - �� - - - - - - - a - -- - - - - -- -- -7 - 0+30 62 4 877m LT C L CENTER ST + I 44 TRENCHING WITHIN STATE (CALTRANS) RIGHT-OF-WAY PER CAI-TRANS STANDARD PLAN NO. A62D, r, �'--i 3' 3 �E E __R \� 3 i METHOD 3. F-�-i ('Yl I \\' a E dx h--'--i --- - -- -- ---- ` •r 0 j R/W \ 45 TRENCH REPAIR PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 120. - - `r 17 N f 7.92m- ; 48 EXISTING R.C.B. CULVERT TO BE REMOVED PER STREET IMPROVEMENT AND STORM DRAIN PLANS. ,r� W -� 4 34.2 8 7.92m LT. cn -- R/W - f- 2 ANGLE PT. - DEFL.=4'33'05' RT. 1 (j m I �N hg�� W 01 W9.75m 14 7 yx 5�6rE PROPOSED 4.267m X 3.962m R.C.B. aw -- 6.'706m 1 4 4 1 ,L `r Q_ �11� 0 / 4+11.9198 6.157m LT. 3.411 -- a" II o w �-� 3.4 lm--- w -r-- - I o m o P.C.C. CLOSURE PER STREET ---+++-- AND N DICSTTORM DRAIN P PLANS `-�--� 3+20.650 END CASING z S� O FOOTHJLJ-JJL-iTATE ROUTE 66 1+ . 4 N1 � 10.211 II I STA. 2+86.485 TO 3+21.549 0 3.585, 5.48m LT. j A II II A SOLID WELD ALL JOINTS ANGLE PT.-DEFL.=4'33'05] LT. EXISTING FINISH GRADE �o ! 3 31 I I I I I I EXIST. 1.829m X 1.03m I - R.C.B. CULVERT �,� 1 16 , ao . I 3+85.09, 13.11m RT. j U REMOVE EXIST. 99 BEND, INSTALL 21 I i 40 5.486m 3+85.09, 5.4 m LT. r- 150mm (6") BLIND FLANGE WEST, EXIST. 1.22m X 1.22m - - - Og• N R.C.B. CULVERT I I (I I REMOVE EXIST. 200mm (8") BLIND w r ABANDON PIPE SOUTH I I I I I I 2+88.036 BEGIN R.C.B. - - - - ,LO• / LANCE SOUTH AND JOIN EXISTING 77 IPE. SALVAGE 8" BLIND FLANGE erPw I' I I •.. :.. TO C.C.W.D. YARD. 2+87.426 BEGIN CASING 1 ! I 7 EXIST. 1.22m X 1.22m R.C.B. _ ,. -�-- EXIST. 1.829m X 1.BE I 7 CULVERT TO BE ABANDONED I R.C.B. CULVERT TO BE 45 43 2 EXIST. 2" DOMESTIC 1WATER ABA 4 PER STREET PLAN I ^' lob 4.0t SERVICE PER PHASE 1 I ( I - O W I - � � m � I WATER PLANS -- I t - --- 3+64.864, 1 $• m 1 L - - -J 3 5.49m L . 1 4 40 FILL ABAN NED WITH I o WATER INV.=366.221m i - - - BLOW-SAN END OF CULVERT ■ SEWER INV.=365.611m -- 2+86.485 9 TO BE CL D W H P.C. W I EXISTING 10 I 365.937m WATER MAIN PIPE CLOS E P STRE PLAN. W I - _ DETAIL ' B " UJ REMOVE TREES PER N.T.S. STREP' IMPROAMENT-.- 3, 8(2� --- - - _ PLAN (TPP.) 01 , SECTION A-A -- N DETAIL "C " 1 1 0 of ' . N.T.S. 3+48.220, 5.49m LT. - - PROP. 60" S.D. LATERAL CROSSING ABANDON EXIST. 150mm (6 ) -- ( N.T.S. ------ TOP Of R.C.P.=365.245m \Zi WATER PIPE AND PLUG ENDS WATER INV.=366.143m ` 4B I - ■ ■ 3+43.800, 5.49m LT. t WATER INV.=366.122m # D -"__8+05.751, 16.764m RT. 16 SEWER INV.=365.512m ANGLE PT.-45' BEND 1 O 8 8+19.770 C.L. FOOTHILL ` o 3+21.548 BLVD., 16.764m RT.= 45 43 2 ..1 (,STATE ROUTE 66 ) BOULEVARDL 366.59 A AVE., 5.486m LT. � ANGLE 74, 11.887m RT. 16F OTHI Lo PIPE INVERT = 366.598 I 48 I ANGLE PT.-45' BEND, REMOVE EXIST. 150mm (6'7 PIPE NORTH CD 45 44 42 1 14 Y ; P AS NECESSARY - �; 19 8+35.36, 16.764m RT. / ' 4 cc - ? +1' D EXIST. CURB -� "4 -� I Wo- - - - R - - - It�- - - - - - - _*6-- - - - - - - - - - - - - R/W �, -. -f-' R�1. � ♦ � T.E. �+ �` - - ---- - -- -- -- --= ---- _-- - - _ ---- - __• -__ �' ; LC) i J� .T. .M H. j - - - -- S8 - S8 -------- ----- - _- __- --- -- -- ---- -! EXIST. C.&G.J 6;;iE I G2" N _0 G2"G2" p E E.. o f I E E N STA. 5+90.998 ANGLE PT. , N aOD p II E CN to to E SEE DETAIL "B" i 1 j III 15 0) °° `Uto 5+90.904 5.791m LT. C.L. FOOTHILL BLVD. E 0' 4 c.i n ABOVE RIGHT •-i 40 1 I "' r' Mo ANGLE PT. ;0 _ I 45 N. 89'35'51" E. I I I 44 I I I I I 7 N. 89'35'51" E. __ I - _ _ - - - f _ 1 , T 1 ! � - - - - - � - -- _ - +_ - --_- _ - --+ - ------ - - _-__+-_ - -- - __---- �--� -- -_ _ -_ __+--- - -- - - _ __ ---+ - -- - - - - __� - _E - + - + - - -i- N. 88'29'37" W. 0 5 r n rl I I ( 42 z 7+91.603 5.791 m E v, 5+77.492 5.791 m LT. - -+ _ _- _ STA. 3+04.800 C.L. HERMOSA AVE.= I I 1 - 1 ANGLE PT.-45` BEND E LT.-45' ANGLE PT. n ,n E - _ �----- o 3 0 o STA. 8+14.331 C.L. FOOTHILL BLVD. �' I I \` -- E N �' ----- .-------------- --_ - -_ __- - RCB. 4.267m X 3.962m E ------- NIt Go E �o i h I I '� - - - - _ - - - - -- - - co `� r, o C14E+28.830 12.802m LT. I - - - - - - - - - - - - - - - - - - - oo AeN - - - 1 o6 19 16 ANGLE PT.-45' BEND 77- 401 -� ao - I __ _ _ _ _ -- - - _WARN. r i, - w v1 1 I W _ -- - .. - - - - / > _ _ --__S:G.- � �- EXIST. C.dcG. � - ---- - a --- -- 3 FUTURE 250mm WATER _ -S E.- - - - - ��. • e � s I I ' � / Q- PROPOSED 4 7m X 6 m R.C.B.R. . V 0 OSEO .26 3 9 2 C B v 45 44 42 1 o ----- u j + U_ I � w I L . --- -- 88EN o " rn to _ to gk23. P1,e5 - _- - �pFESS/09 i, V 1 �6 PNO�F 1 1 �-�-1�.41 1 3 u 3.9 f 1-9.7�4m -- - --- - w OP P9 + o _Jw Us O E 4.88M I f. + I Q ' L OD C N � 48 48 N I R.C.E. 29224 v a6 " E. � WCZ1 W O _ �Sy CNIU �a�P ,) 3 8) �- F- I �T£OF CA1\0 � O W + m a W o I --co I t - E V)d 1 = rY 1 W � vs Z - - - o M I I I rn ZD W I --- �; - SCALE 1:500 , F hktl P a0 d z T_' W 4 I etric m Na I ''i t CT � -- BENCHMARK: PLANS PREPARED UNDER THE SUPERVISION OF DATE APPROVED 1Q�/ _ DESIGNED BY DRAWN BY CHECKED BY DRAWING No. Q _ C(TY of RANCHO CUCAMONGA BENCHMARK NO. 10040: DERBISH, GUERRA & ASSOCIATES DATE l ' UCAMONGACOUNTY WATER ISTRICT v DESCRIPTION: FD. 1" ROUND HEAD BOLT IN CONC. 8331 UTICA AVE. SUITE 150 RANCHO CUCAAfONGA, CA 91730 IRECTOR 0 GINEERING INSPECTION DGA DGA C.C.W.D. Foothill / Hermosa Storm Drain Project 99-W4'"4 - CURB STAMPED *SB CO BM 01117' AT THE S.W. PHONE. (909) 987-4306 W. (909) 941--1528 O W DISTRICT SCALE WORK ORDER No. T A N _ Q COR. Of FOOTHILL BLVD. do HERMOSA AVE., 1' CUCAMO A COUNTY 'WA D WATER PLtll� Phase 3 � WEST of B.C.R. y ENGINEERING DEPARTMENT 9641 SAN BERNARDINO ROAD, CUCAMONGA, CA. 91730 Foothill Boulevard, Hermosa Avenue & Center Avenue REV. DESCRIPTION OF REVISION DATE APP'D ELEVATION: 367.923m DANT L E. GUERRA - R.C.E. 29224 EXP. 3/31 /99 (909) 483-7440 1 :500 Water Relocation Plan SIT• 4 OF 4 ( _';r,- / f 1 X 40 V-s-, fit.