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HomeMy WebLinkAbout1885 uiAy *""6' anch--% Cucam-­-nga s I %JRM I)R A I N GiEw"q N'E R A L NUTIVis mrnvvEmE A hu 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, PROJECT CONTRACT DOCUMENTS IL I "Uwftk _2�h I "S Ar 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS (SPECIFICATIONS), AND THE CITY OF'RANCHO CUCAMONGA STANDARDS, .AND THE STANDARD NU L 1A LN .° IF IF 0 AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. --CURRENT EDITION, INCLUDING ITS . rz. 1885 SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, CURRENT EDITION WITH SUPPLEMENTS. CONTRACTORAV ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS ANDV FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS, SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, ° 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE FIRE HYDRANTS, ETCETERA, SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS n U HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT OF WAY LIMITS OR IN ADJACENT OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE, SHALL BE REMOVED, RELOCATED, OR AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED fr'PROTECTED IN PLACE AS REQUIRED AT NO EXTRA COST TO THE CITY OF RANCHO CUCAMONGA. IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 4. THE CONTRACTOR SHALL RECONSTRUCT, REPLACE OR REPAIR EXISTING STRUCTURES, PAVEMENT, CURB, 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DIVISION PRIOR TO ANY GUTTER, UTILITY LINES AND OTHER APPURTENANCES AFFECTED BY THE INSTALLATION OF THE STORM DRAIN ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT' OF WAY. SYSTEM. 5. A PERMIT SHALL BE OBTAINED FROM THE' CITY OF RANCHO CUCAMONGA ENGINEERING DIVISION PRIOR TO ANY 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0,01 FOOT OF SUBGRADE ELEVATION AND AT NOT MORE ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. THAN 50.00 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT 6. TRAFFIC CONTROL AND SAFETY SHALL BE MAINTAINED BY THE CONTRACTOR IN ACCORDANCE WITH THE SHEET INDEX a NOT TO SCALE WARPED OR VERTICAL CURVE AREAS. STANDARDS OF THE STATE OF CALIFORNIA BUSINESS, TRANSPORTATION AND HOUSING AGENCY, DEPARTMENT OF 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE TRANSPORTATION (CALTRANS} STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION ANDPROJECT IMPROVEMENT PLANS AND MAINTENANCE WORK ZONES" (S.A.F.T.), CURRENT EDITION, THE SPECIAL PROVISION, AND IN ACCORDANCE CONSTRUCTED PRIOR TO PAVING. WITH THE DETOUR AND PHASING PLANS, TRAFFIC CONTROL AND SAFETY DEVICES SHALL BE PLACED AND im K hMhN1 ' No. DESCRIPTION `rj L FREEWAY 7. COMPACTION TEST OF EMBANKMENT CONSTRUCTION, TRENCH BACK FILL, COMPACTING ORIGINAL GROUND AND ALL MAINTAINED TO THE SATISFACTION OF THE ENGINEER. NO SUCH DEVICES SHALL BE REMOVED OR RELOCATED SUB-GRADES SHALL BE PERFORMED BY THE CITY OF RANCHO CUCAMONGA. WITHOUT APPROVAL OF THE ENGINEER. 1 PROJECT TITLE SHEET ?r ;. 8, AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL 7. CONTRACTOR SHALL LOCATE EXISTING LOOP DETECTORS AND RESTORE PER INCLUDED TRAFFIC SIGNAL PLANS 2 CONSTRUCTION NOTES NON-CITY STANDARD DRAWINGS TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. AFTER INSTALLATION OF THE PROPOSED STORM DRAIN. En 3 DETAILS & LATS. "V-1", "V-2 "L-1" THRU "L-4" PROFILES 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER 8. PRIOR TO PERFORMING ANY EXCAVATION ON THE PROJECT THE CONTRACTOR SHALL SUBMIT SHORING DRAWINGS z r' TO THE CITY ENGINEER FOR APPROVAL. IF SUCH SHORING DOES NOT CONFORM TO STATE OF CALIFORNIA 4 LINE "H" PLAN & PRQFILE - Stu: 32+12 to 40+00 rry ua 19 LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT CONSTRUCTION SAFETY ORDERS DEALING WITH EXCAVATIONS AND TRENCHES AS ISSUED BY THE DIVISION OF > s OF AGGREGATE BASE. INDUSTRIAL SAFETY THEN SHORING CALCULATIONS AND DRAWINGS SHALL BE PREPARED BY A CALIFORNIA 5 LINE "H" PLAN PROFILE - Stu. 40+00 to 49+00 .' 23 REGISTERED CIVIL ENGINEER, ';' Jy 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE � '� " w STRUCTURAL SECTIONS. 6 LINE H PLAN PROFILE - Stu. 49+00 to 57+50 % • > 9. DESIGN OF THE R.C.P. SHOWN ON THE CONTRACT DRAWINGS IS BASED ON THE ASSUMPTION THE PIPE WILL o - BE INSTALLED IN ACCORDANCE WITH THE PIPE BEDDING DETAIL AS SHOWN 4N CITY OF RANCHO CUCAMONGA 7 LINE "H" PLAN & PROFILE - St®, 57+50 to 67+00 y" 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB- BE 7 18 ` STD. DWG. No. 341. IF THE TRENCH WIDTH EXCEEDS THE OUTSIDE DIAMETER OF THE CONDUIT PLUS 20 INCHES s 19th STREET GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS THE BEDDING SHALL BE MODIFIED AND/OR PIPE OF ADDITIONAL STRENGTH SHALL BE PROVIDED. THE z 8 LINE "H" PLAN PROFILE - Stu. 67+00 to 77+00 ' OR DEPRESSIONS SHALL BE FILLED WITH A FINE MATERIAL OF QUALITY BETTER THAN THE NATIVE MATERIAL. 01 PROPOSED MODIFICATION SHALL BE APPROVED BY THE CITY ENGINEER. „ „ „ 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERlL.ANT REGISTERED BY THE E.P.A. ' ® 9 LINES V-1 V-2 PLAN & PROFILE GALA STREET w FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE 10. TRENCH BACKFILL SHALL CONFORM TO THE CITY OF RANCHO CUCAMONGA. STD. DWG. No. 120 AND SHALL BE n sa %z; r< VERIFIED BY COMPACTION TESTS TO THE SATISFACTION OF THE ENGINEER. 10 LINE L PROFILE LATERAL PROFILES <z FOR FULL PAVEMENT WIDTH PRIOR TO PAVING. f, 11. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND v 11 CULVERT LID STRUCTURAL DETAILS NOTES p � 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE CONTRACTOR, AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN ® z THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A REPORT WITH THESE COMPACTION TESTS`SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR 12 TRANSITION STRUCTURE SECTIONS NOTES r{:: w Q <. > > _ ,; BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. TYPICAL SECTIONS DETAILS % �` �'' 22 Q s 6 17 QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 13 CONSTRUCTION NOTES, 12. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE 14. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION STRUCTURAL SECTIONS (PRIOR TO PAVING). 14 BASE LINE ROAD PLAN & PROFILE VICTORIA AVE. VICTORIA AVE. OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLHN REVISIONS z - SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER SOLELY FOR THE CONVENIENCE OF THE � 15 HAVEN AVE. PLAN PROFILE - Stu. 159+00 to 167+00 - =� `x CONTRACTOR. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES - 15. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY z 16 HAVEN AVE. PLAN PROFILE Stu. 167+00 to 176+00 :4 CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN-THE OTHER ITEMS OF w :% B WORK. 17 HAVEN AVE. PLAN PROFILE - Stu. 176+00 to 184+50 5 16 16. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1--800-422-4133 TWO (2) WORKING DAYS PRIOR a % SANBAG RIGHT--OF-WAY SANBAG RIGHT-OF--WAY TO THE START OF CONSTRUCTION. 14. SOIL BORING LOGS ARE MADE AVAILABLE FOR THE CONTRACTOR FOR SUCH USES AS HE MAY CHOOSE TO /� 18 HAVEN AVE.` ALAN & PROFILE - St®. 14+50 to 194+0Q it f< 0- f 5' MAKE OF THEM IN THE PREPARATION OF HIS BID. THE CITY OF RANCHO CUCAMONGA GIVES NO .GUARANTEE, - - f: `� 17. THE FINAL SURFACE LAYER OF ASPHALT CONCRETE ROADWAY PAVEMENT .SHALL NOT BE PLACED UNTIL ALL EITHER EXPRESSED OR IMPLIED, THAT SUCH SOIL BORING REPRESENT A TRUE AND COMPLETE CROSS- 19 -HAVEN AVE. PLAN PROFILE Stu. 194+00 to 203+50 4 15 UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED AND ALL UNACCEPTABLE PARKWAY SECTION OF ALL THE MATERIAL TO BE ENCOUNTERED IN PERFORMING THE EXCAVATION AND EARTHWORK aN,� PP AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. Uj 20 HAVEN" AVE. PLAN PROFILE - Stu. 2.03+50 to 210+00 ®e,�� Y , ON THIS PROJECT, , �' 21 WALL PROFILES N' 21 Q % 18, CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO EXCAVATION. 15. LOCATIONS OF CATCH BASIN CONNECTOR PIPE JUNCTIONS WITH CATCH BASINS SHOWN ON THE DRAWINGS w ARE SCHEMATIC. IT IS INTENDED THAT SUCH JUNCTIONS BE LOCATED AT THE DOWNSTREAM END OF THE 22 WALL PROFILES continued... j > fir. 19. WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED OR SHALL BE REFERENCED AND CATCH BASIN UNLESS A DETAIL'OF THE CONNECTION IS SHOWN OR A NOTE SPECIFICALLY INDICATES } <5}: Q.� w�C RESET PURSUANT TO BUSINESS AND PROFESSIONS CODE , SECTIONS 8700 TO 8805 (LAND SURVEYOR'S ACT). OTHERWISE. IN ALL CASES THE EXACT LOCATIONS WILL BE DETERMINED IN THE FIELD BY THE ENGINEER z 23 BASE LINE ROAD STRIPING & SIGNING 3 14 TO MEET FIELD CONDITIONS. %. ' 20. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: C-0) a- 24 HAVEN AVE. STRIPING SIGNING -- BASE LINE to 179+00 16. WHERE UTILITIES ARE INDICATED ON THE DRAWINGS TO BE SUPPORTED SAID SUPPORTS SHALL BE IN -- A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT. . . . . _ . . .(818) 969-7911 ' BASE LINE ROAD BASE LINE ROAD ACCORDANCE WITH CITY OF RANCHO CUCAMONGA STD. DWG, No. 339 UNLESS OTHERWISE INDICATED. & z 25 HAVEN AVE. STRIPING SIGNING -- 179+00 to 198+00 CONTACT MR. BOB STALLINGS FOR BASE LINE %= r' ROAD CONSTRUCTION 17. SANITARY SEWERS AND HOUSE CONNECTIONS CROSSING OVER THE STORM' DRAIN TRENCH SHALL BE 26 HAVEN AVE. STRIPING SIGNING - 198+00 to 210 FWY SUPPORTED IN ACCORDANCE WITH CITY OF RANCHO CUCAMONGA 'STD. DWG. No. 339 AND ENCASED PER ,y GENERAL NOTE No. 5 ON SAID STANDARD DRAWING. HOUSE CONNECTIONS SHALL BE REPAIRED PER CITY z 27 TRAFFIC SIGNAL PLAN - TITLE SHEET fy 1 w % B. VERIZON, . . . . . . , . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . .(909} 469-6340 OF RANCHO CUCAMONGA STD. DWG. No. 339, CASE 3. M a 28 TRAFFIC SIGNAL PLAN -- HAVEN AVE. & BASE LINE ROAD 18. WHEN INDICATED ON THE DRAWINGS SANITARY SEWERS AND LATERAL CONNECTIONS SHALL BE ENCASED OR ¢ w z C. SOUTHERN CALIFORNIA GAS COMPANY. . . . . . . . . . . . . . . . . .(909) 335--7583 a -� l= .� w ';: P.O. BOX 3003 BLANKETED IN ACCORDANCE WITH CITY OF RANCHO CUCAMONGA STD. DWG. No. 340. z 29 TRAFFIC SIGNAL PLAN - HAVEN AVE. & VICTORIA STREET ® REDLANDs, CA 92373 CO 19. LOCATIONS,SHOWN ON THE CONTRACT DRAWINGS FOR EXISTING SANITARY SEWER HOUSE CONNECTIONS ARE 30 TRAFFIC SIGNAL PLAN - HAVEN AVE. & 10th STREET =" APPROXIMATE ONLY. THE CONTRACTOR SHALL FIELD LOCATE LATERALS. ; ,;•:.>.,,.,' :�, r.�. ,., ,..,,,..,•<,,:.;�-: -,:<." ,,,,,�•. . .�� w ; z <. .,../ :/., g//v1•.,,u..r.�.:L,v a, r;.,r,;,fir,.;:, ..I'/5,,/< C /..��p%iiir'/'rt:�'.,n, „C, �-T^^ �.L� D. CV r :iG`r,y, ,<<.r ./ ,r..^.•I:'+s'%r,, _1.. ,;,, � .,,• ,.�.�, ,,. s, X, ,.y.; ,�F.: ,,,.,.. .,, � CUCAMONGA VALLEY WATER DISTRICT . . . , . . . . s ..,: {.y..,�� :.,:.: ,�. ,,.;:f, .,,� %• . . . . . . , . 909\j 987-2591 ��,%;ia�/.' ,/,. ,�S;,,S,/I:c ,/:i. ::✓Fii�:/<�'4r�. y;:../`i,:v l;l;,.. ;;/ /%r'�"( �f� r.;r�,•ii: / �/•• �.'%rf-•.:, /`!,i,r.,,. •/,.%• ♦ '( / 10440 ASHFORD STREET (909) 483-7440 ENGR. DEPT. 20. CITY APPROVAL OF THESE PLANS DOES NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THE 1 �'� 1 ` to f U z RANCHO CUCAMONGA, CA 91730 CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED ,� ` �J '"�6` '� CHURCH ST. ' CHURCH ST. PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. ` r1rI E. METROPOLITAN WATER DISTRICT (MWD) .(909) 593-7474 21. WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, AND HAZARD FREE, ORDERLY ` I. `� �� t r i 700 N. MORENO AVENUE STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR, QVA LA VERNE, CA 91750 d 22. CONTACT 'UNDERGROUND ALERT AT 1-800-422-4133 AND ALL AFFECTED UTILITY COMPANIES AS REQUIRED r ' TWO (2) WORKING DAYS PRIOR TO EXCAVATION. ! w 'G F. ADELPHIA COMMUNICATIONS. . . . . . . . . . . . . . .. . . . . . . . . . .(909) 481.-1115 1205 DUPONT ST. (PORTION OF REDHILL) 23. THE FINAL SURFACE LAYER OF 'ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIE ALL % ONTARIO, CA 91762 UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. XX DENOTES STORM DRAIN IMPROVEMENT PLAN SHEET NUMBER G. CHARTER COMMUNICATIONS CORPORATION, , . . . . . . . . . (909) 880-02.20 F, 24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS INCLUDING, BUT NOT LIMITED T0, 4240 N. HALLMARK"PARKWAY (909) 880--0230 ENCROACHMENT PERMITS, DUST CONTROL PERMITS, STORM DRAIN CONNECTION PERMITS FROM SAN XX DENOTES STREET IMPROVEMENT PLAN SHEET NUMBER j SAN BERNARDINO, CA, 92407 !ii BERNARDINO COUNTY FLOOD CONTROL DISTRICT, CUCAMONGA COUNTY WATER DISTRICT, CALTRANS, PRIOR TO BEGINNING WORK ON THE PROJECT. XX DENOTES STRIPING IMPROVEMENT PLAN SHEET NUMBER � H. SOUTHERN CALIFORNIA EDISON COMPANY. . . . . . . . . . . . . .(909) 987-6585 EXISTING SURVEY • 7951 REDWOOD AVENUE 25. CONTRACTOR SHALL POSSESS A "CLASS A" LICENSE (GENERAL ENGINEERING CONTRACTOR) IN ACCORDANCE (909} 880-0222 FONTANA, CA 92336 WITH THE PROVISIONS OF THE CONTRACTOR'S LICENSE LAW (CALIFORNIA BUSINESS AND PROFESSIONS CODE, ALL SURVEY MONUMENTS OF RECORDS THAT COULD BE 'r I HERE-BY CERTIFY THAT ( HAVE IDENTIFIED A •.:, :,:.:;<.„.,:, .:•, <::,.,.;:, ,..,:,,:. , / f', l f' rfir T THE TIME THIS 0 ADOPTED PURSUANT THERETO A E SECTION000 E AND RULES AND REGULATIONS NS DO E 7 ET S A DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST ;IN THE FIELD ARE SHOWN r` CONTRACT IS AWARDED. ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: 26. ALL WORD WITHIN STATE OF CALIFORNIA°RIGHT OF WAY (STATE ROUTE NO. 210) SHALL CONFORM TO THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, CURRENT EDITION, AND SHALL CONFORM TO ALL REQUIREMENTS AS SHOWN ON THE CALTRANS ENCROACHMENT :PERMIT WITHIN THE SPECIAL PROVISIONS OF MONUMENT DESCRIPTIONS: S.B. Co. SURVEY THIS PROJECT. TAS. R.7W. A FOUND 2" BRASS DISK MARKED AS SHOWN 35 36 ACCEPTED AS S.E. COR. SEC. 35, T. 1 N., R: 7 W. 2 1 1 T.t S. R.N. B FOUND 1" I.P. TAGGED R.G.E. 8205 PER TRACT No. 9245, 1974 M.B. 130/3-6. REFER TO SHEETS 2 13 FOR COMPLETE LIST OF CONSTRUCTION NOTES C FOUND 1-1/4" :BRASS DISK WITH MARKING OBLITERATED ACCEPTED AS E. 1/4 COR.., SEC. 35 PER C.S.F.B. 535/01. -D FOUND 1" I.P. TAGGED R.C.E. 8205 PER TRACT No. 9245, M.B. 130/3-6. R. Al VISE \JG IG AL 1 KIT' ' "N%j 11RAO E T%4 J% C 0 N T ORk A%C�T j Ok ORh 25 24 A. -7341-Ss -1' "� • H' WC>rr SNT SKF. �o ,gym E FOUND 2 BRASS DISK MARKED AS SHOWN 1 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN PER R.C.T.B. No. 2161 ACCEPTED AS N.E. COR. SEC. 35 35138 R- Y`SC R s it 2.0 ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO T. IN., R. 7 W. - Y. a Asp tift� EXISTING UTILITIES EXCEPT AS....SHOWN ON THESE PLANS, THESE PIANS ARE NOT INTENDED TO SHOW �s 21j VIselD SHTS: 1 ,2,3, ,a,4,"1, ta,I ►s 1 • i LOCATIONS OF ELECTRICAL LINES, LANDSCAPE IRRIGATION LINES, ETC. THE CONTRACTOR SHALL TAKE DUE LEGEND: AN AND ;STRUCTURES SHOWN ON THESE PLANS. b Pan �utrrA AssociatS ' 'I; "DSr PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES N X DENOTES MONUMENT NODE SEEP N(S) FOR LOCATION(S) QRQF Esso CITY " THE EXISTING UNDERGROUND UTILITIES AND SUBSTRUCTURES IDENTIFIED ON THESE PLANS WERE TAKEN FROM ' �p E Nil DESCRIPTION OF REVISION DATE VED AVAILABLE RECORDS AND SHOWN ACCORDINGLY. IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PART 1 SECTION 5 THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING UNDERGROUND ,.RVICE ALERT (OR CALTRANS ON STATE HIGHWAYS) TO IDENTIFY ALL EXISTING UTILITIES, 9 & DEPTHS `� i i Cffy UP u CAM%PnUA WHETHER SHOWN ON THESE PLANS OR NOT, AND SHALL DETERMINE THEIR LOCATIONS , INCLUDING SERVICE CONNECTIONS WHICH MAY AFFECT OR BE AFFECTED BY ITS OPERATIONS PRIOR TO R.C.E. 29224 �' STARTING WORK ON THE PROJECT. IF CONFLICTING UTILITIES ARE NOT BROUGHT TO THE ENGINEERS ave Avenue Street StormDrain rave t ATTENTION PRIOR TO THE START OF THE CONTRACTOR'S WORK, THE ENGINEER WILL NOT BE RESPONSIBLE of CAL FOR ANY CHANGES, REVISIONS OR MODIFICATIONS. �I ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR. RELATED TO THESE PIANS F SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND UNDERGROUND SERVICE A SIE'l L 11'1"E R]") t I L J L V I 9th 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 STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERSrKUJECT TITLE SHEET ". CALL TOLL FREEVan THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY, FOR THE CONTRACTORS AND'SUBCONTRACTORS � .. COMPLIANCE WITH THE "OCCUPATIONAL HEALTH AND SAFETY REGULATIONS" OF THE U.S. DEPARerra TMENT OF 1-� 00--227--2QO w APPROVED BY: DATE lafes LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION SAFETY . CITY ENGINEER R.C.E. No. 2495.3 LSURVEYORS • BENCHMARK: DESIGN RECOtAMENDI D ORDERS", PROJECT CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10056: 10271-B STREET SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL T ( WORKING DAYS BEFORE YOU DIGRANCHO LIMITED TO "CAUTION": Remember the USA Center only notifies DESCRIPTION: 2°' BRASS RISK IN CONCRETE HEADWALL STAMPED CUCAMONGA,CA 17 D�•A. 6t4elollo&ct PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LI y �= BM, 7 NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER those utilities belonging to the center. There could CITY OF RANCHO CUCAMONGA AND 10056 1987" AT NORTHWEST DRAWN SHEET AND THE ENGINEER HARMLESS FROM ANY AND ALL. LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE other utilities present at the work site. The center CORNER OF BASE LINE ROAD AND HAVEN AVENUE, AT EASTERLY END fAo"kh AM, PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING.FROM SOLE NEGLIGENCE OF will inform -you of which utility companies they will OF DRAINAGE CHANNEL WALL. �}�.�, -11 OF CHECKED notify. ELEVATION: 1317.780 ' �• 10271-8 TRADEMARK STREET DRAWING No. RANCHO DKTE CUCAMONGA CALIFORNIA 91730 THE OWNER OR ENGINEER. R.+G E. 1-07 CITY PH(W9)987-43M FAX( )941-1521 PROJECT Sheet No. 1 of, 51 STREET CONSTRUCTION NOTES SIGNING I I CONSTRUCTION NOTES 61 CONSTRUCT TYPE A2-8 CURB AND 24" GUTTER PER CITY OF RANCHO CUCAMONGA STD. s1 APPLY 4" SOLID WHITE LANE LINE PER CITY OF RANCHO CUCAMONGA STD. PLAN 133. ? 38'± MIN., 40't Max. --4a' MIN., 50' MAX. 36' MIN., 40't MAX. -----40' MIN., 5 ' MAX. PLAN 104. _a 16'f MIN. S2 APPLY 4" SKIP WHITE LANE LANE PER CITY OF RANCHO CUCAMONGA STD. PLAN 133. 11't MIN. 62 CONSTRUCT TYPE A1--8 CURB ONLY PER CITY OF RANCHO CUCAMONGA STD. PLAN 104. 25't MAX. i 25't MAX. S3 APPLY 12" CROSSWALK OR LIMIT LINE PER CALTRANS STD. PLAN A24E. o 63 -- SAWCUT AND REMOVE EXISTING A.C. PAVEMENT, A.C. BERM, P.C.C. CURB AND/OR P.C.C. �- CURB & GUTTER TO A CLEAN EDGE. SAWCUT LINE SHALL BE MIN. 2' FROM EXISTING S4 APPLY DOUBLE YELLOW MEDIAN PER CITY OF RANCHO CUCAMONGA STD. PLAN 133. EDGE OF PAVEMENT OR TOP OF A.C. BERM 4R P.C.C. CURB. r V S5 -- APPLY LANE DROP AT INTERSECTIONS LINE PER CALTRANS STD. PLAN A20C, DETAIL 37B. PROPOSED WROUGHT IRON FENCE 64 REMOVE PORTIONS OF EXISTING MEDIAN ISLAND HARDSCAPING AND LANDSCAPING. REPAIR PROPOSED CONCRETE OR REPLACE IN KIND AREAS TO REMAIN DAMAGED DURING CONSTRUCTION. S6 APPLY TYPE IV(L) ARROW PER CALTRANS STD. PLAN A24A. T BLOCK WALL VARIES BACKFILL WITH M 65 CONSTRUCT BUS BAY PER CITY OF RANCHO CUCAMONGA STD. PLAN 119. S7 APPLY TYPE IV(R) ARROW PER CALTRANS STD. PLAN A24A. PEA GRAVEL z Z :2 PROPOSED MEANDERING SIDEWALK 66 CONSTRUCT P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLANS 103 & 114. S8 APPLY TYPE VI ARROW PER CALTRANS STD. PLAN A24A. z VARIES EXIST. MEDIAN ISLAND10 t° PROPOSED F.G. EXIST. MEDIAN ISLAND 67 ----- CONSTRUCT 0.35' A.G. PAVEMENT OVER 0.50' CRUSHED AGGREGATE BASE PER CITY OF S9 APPLY LANE LINE EXTENSION THROUGH INTERSECTION PER CALTRANS STD. PLAN A20D, �-PROPOSED MEANDERING SIDEWALK 1 RANCHO CUCAMONGA STD. PLAN 100-A. DETAIL 40. :^, PROPOSED F.G. PROPOSED CURB & GUTTER 68 REMOVE EXISTING TREE. S10 INSTALL REFLECTANT HYDRANT MARKER PER CITY OF RANCHO CUCAMONGA STD. PLAN 134. PROPOSED CURB & GUTTER M- 6'•.-� �-- 69 RELOCATE EXISTING POWER POLE (AND STREET LIGHT IF APPLICABLE). S11 APPLY BIKE LANE LINE PER CALTRANS STD. PLAN A20D, DETAIL 39. BACKFILL WITH_ EXIST. F.G. �� PEA GRAVEL PROPOSED CONCRETE BLOCK EXIST. A.C. PAVEMENT 70 REMOVE EXISTING STREET LIGHT AND SALVAGE TO THE CITY YARD. S12 APPLY BIKE LANE INTERSECTION LINE PER CALTRANS STD. PLAN A20D DETAIL 39A. �6 EXIST. A.C. PAVEMENT RETAINING WALL PROPOSED A.C. PAVEMENT 71 INSTALL 16,000 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. ,(PAID FOR AND COORDINATED S13 -- APPLY DOUBLE YELLOW CENTER LINE PER CITY OF RANCHO CUCAMONGA STD. PLAN 133. EXIST. A.C. BERM & PAVEMENT EXIST. CONCRETE BY CONTRACTOR). CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY MISC. FACILITIES PROPOSED A.C. PAVEMENT INCLUDING CONDUITS HAND OLES PULL BOXES ETC. AS REQUIRED BY S.G.E. S14 APPLY RIGHT EDGELINE PER CITY OF RANCHO CUCAMONGA STD. PLAN 133. TO BE REMOVED BLOCK WALL TO ( � ) EXIST. CONCRETE � REMAIN : ' EXIST. A.C. BERM & PAVEMENT WiTI-t 6 MA.,,T Aern & Z't WI(at_l QST eA.GC,T1?0Ls+E�. ,4 1 TO BE REMOVED 72 REMOVE EXISTING P.C.C. SIDEWALK. S15 INSTALL R26(S) SIGN ON POST OR STREET LIGHT STANDARD PER CALTRANS STANDARDS BLOCK WALL TO EXIST. F.G. .r / AND SPECIFICATIONS. SIGN POST INSTALLATION PER CITY OF RANCHO CUCAMONGA STD. REMAIN 92 a, EXIST. TRAPEZOIDAL CHANNEL 73 - REMOVE EXISTING SIGN AND POST AND SALVAGE TO THE CITY YARD. PLAN 401'-•B. 41; 93 EXIST. F.G. 74. CONSTRUCT P.C.C. DUAL RAMP RETURN PER CITY OF RANCHO CUCAMONGA STD. PLAN 102. a- INSTALL R18-1 SIGN ON POST PER CALTRANS STANDARDS AND SPECIFICATIONS. SIGN 92 POST INSTALLATION PER CITY OF RANCHO CUCAMONGAi STD. PLAN 401--B. 93 EXIST. F.G. 75 RELOCATE EXISTING TRAFFIC SIGNAL PULL BOX AND ASSOCIATED HARDWARE PER TRAFFIC 93 SIGNAL PLANS, PROJECT SHEETS 27 THRU 30. S17 -- INSTALL W41 & W41 A SIGN ON POST PER CALTRANS STANDARDS AND SPECIFICATIONS. EXIST, TRAPEZOIDAL CHANNEL SIGN POST INSTALLATION PER CITY OF RANCHO CUCAMONGA STD. PLAN 401-B. 76 REMOVE EXISTING PULL BOX/HANDHOLE AND SALVAGE TO THE CITY YARD. S18 INSTALL TYPE N--1 OBJECT MARKER PER CITY OF RANCHO CUCAMONGA STD. PLAN 130. .21-50 V,6.gIf<S : X3"7` f't?IKl PROPOSED R.C.P. 77 --- COLD PLANE EXISTING A.C. PAVEMENT MIN. 0.15'. MINIMUM WIDTH OF COLD PLANE SHALL BE 5'. 519 INSTALL BLUE (TYPE 1) REFLECTANT HYDRANT MARKER PER CITY OF RANCHO CUCAMONGA STD. PLAN 134. 7 CONSTRUCT 0.15' MIN. ARHM PAVEMENT OVERLAY. Sza APPLY PAVEMENT MARKINGS AS SHOWN PER CALTRANS STD. PLANS A24C, A24D, 79 -- REMOVE EXISTING CHAIN LINK FENCE. AND A24E. t � �;� YA,tZc E j . 155.5' I'1'?f fes.(. 80 REMOVE EXISTING WOOD POST WITH STEEL RAIL BARRICADE. S21 - INSTALL POLICE STATION GUIDE SIGN WITH ARROW. Y= 12` 540.5' lr1 p.)C. PROPOSED R.C.P. 1v X. 81 S22 INSTALL R2 (45 MPH ON BASE LINE RD. 50 MPH ON HAVEN AVE.) SIGN ON POST PROTECT EXISTING CATCH BASIN IN PLACE. ADJUST TOP OF GRATE TO FINISH GRADE. PER CALTRANS STANDARDS AND SPECIFICATIONS. SIGN POST INSTALLATION PER CITY PROPOSED 60 OR 48 R.C.P. $2 INSTALL 2" INTERCONNECT CONDUIT WITH PULL ROPE AND #6 PULL BOXES AT 600' OF RANCHO CUCAMONGA STD. PLAN 401--B. PROPOSED 60" R.G.P. 2 MAXIMUM ON CENTER. ` S23 APPLY 8" SOLID WHITE LANE LINE PER CITY OF RANCHO CUCAMONGA STD. PLAN 133. 1 83 CONSTRUCT VARIABLE HEIGHT CONCRETE BLOCK RETAINING WALL. REFER TO WALL PROFILE AND DETAILS, SHEETS 21 AND 22. S24 INSTALL R34 SIGN ON POST PER CALTRANS STANDARDS AND SPECIFICATIONS. SIGN POST INSTALLATION PER CITY OF RANCHO CUCAMONGA STD. PLAN 401--B. , 84 RELOCATE EXISTING WATER METER BEHIND PROPOSED CURB. . ; S25 INSTALL R35(Rt) SIGN ON POST PER CALTRANS STANDARDS AND SPECIFICATIONS. SIGH POSTh. 85 ADJUST VALVE CAN AND COVER / M.N. RIM AND COVER TO FINISH GRADE. INSTALLATION PER CITY OF RANCHO CUCAMONGA STD. PLAN 401-B. HAVEN AVE86 INSTALL 9,1500 LUMEN H.P.S.V. STREET LIGHT BY S.G.E. (PAID FOR AND COORDINATED S26 INSTALL G93 SIGN ON POST °.PER CALTRANS STANDARDS AND SPECIFICATIONS. SIGN P)ST . AVE. TYPICAL SECTION BY CONTRACTOR). CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY MISC. FACILITIES INSTALLATION PER CITY OF RANCHO CUCAMONGA STD. PLAN 401-B. From a i all to SouthP.L. of Mobileo r Adjacent to Mobile (INCLUDING CONDUITS, HANDHQLES, PULL BOXES, ETC.) AS REQUIRED BY S.C.E. &- INSTALL OMNI TRANS BUS STOP SIGN ON POST PER CALTRANS STANDARDS AND SPECIFICATIONS. Station 167+38 to Station 169+19 t don 169+19 to Station + 87 -- RELOCATE EXISTING IRRIGATION CONTROL DEVICES AND ASSOCIATED HARDWARE. SIGN POST INSTALLATION PER CITY OF RANCHO CUCAMONGA STD. PLAN 401-B. N.T.S. N.T.S. �_ DURING REPLACE IN LIKE AND KIND EXISTING LANDSCAPING AND IRRIGATION FACILITIES DAMAGED S28 INSTALL R81 SIGN ON POST PER CALTRANS STANDARDS AND SPECIFICATIONS. SIGN POST CONSTRUCTION ACTIVITIES. INSTALLATION PER CITY OF RANCHO CUCAMONGA STD. PLAN 401-B. 0-- INSTALL 3" INTERCONNECT CONDUIT WITH PULL ROPE FOR FUTURE SIGNAL POLE. &- INSTALL R81 B SIGN ON POST PER CALTRANS STANDARDS AND SPECIFICATIONS. SIGN POST SIGN POST INSTALLATION PER CITY OF RANCHO'CUCAMONGA STD. PLAN 401-B. 90 CONSTRUCT P.C.C. SINGLE RAMP RETURN PER CITY OF RANCHO CUCAMONGA STD. PLAN 102. 91 CONSTRUCT GREEN, 4.67' HIGH WROUGHT. IRON FENCE ON TOP OF PROPOSED WALL PER CITY OF RANCHO CUCAMONGA STD. PLAN 608. REFER TO WALL PROFILES AND DETAILS, SHEETS 21 AND 22, FOR FENCE LIMITS. 92 INSTALL 3" DIA. HANCOR HEAVY DUTY TUBING, PERFORATED ON TOP HALF ONLY, FULLY , WRAPPED WITH SYNTHETIC FILTER WRAP AND SURROUNDED BY 12 x12 MIN. PEA GRAVEL. 25'± MIN., 32'± MAX. 4a MIN., 50 MAX. 93 ------ INSTALL 3" HANCOR HEAVY DUTY TUBING, NON-PERFORATED, AND CONNECT TO STORM 3 MIN.DRAIN AT LOCATION NOTED (TUBING SHALL CLEAR WALL FOOTING) PER CITY OF RANCHO U_ F3'± 9 t MAX. 3 CUCAMONGA STD. PLAN 333. 94 CONSTRUCT LOCAL DEPRESSION PER STORM DRAIN IMPROVEMENT PLANS. a 9'f MIN. 40' MIN., 65' MAX. aR PROPOSED CONCRETE BLOCK WALL BACKFILL WITH ' 35't MAX. PEA GRAVEL ; 1't MIN. 1' 27't MAX. VARIES a EXIST. MEDIAN ISLAND cn PROPOSED MEANDERING SIDEWALK 1' EXIST. CONCRETE BACKFILL WITH BLOCK WALL TO PEA GRAVEL PR POSED CONCRETE BLOCK WALL REMAIN PROPOSED CURB & GUTTER v ' � ' '' EXIST. CONCRETE � :' ; EXIST. MEDIAN I LAND EXIST. F.G. BLOCK WALL z PROPOSED F.G. EXIST. A.C. PAVEMENT REMAIN d BENCHMARK.- (0 PROPOSED 6' SIDEWALK PROJECT EXIST. F.G. PROPOSED F.G. CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10056; PROPOSED 3"0 HANCOR 92 PROPOSED A.C. PAVEMENT t EXIST. A.C. BERM & PAVEM NT „ PERFORATED TUBING TO BE REMOVED DESCRIPTION: 2 BRASS DISK IN CONCRETE HEADWALL STAMPED "CITY OF RANCHO CUCAMONGA BM 10056 1987" AT NORTHWEST EXIST. A.C. BERM & PAVEMENT ? o CORNER OF BASE LINE ROAD AND HAVEN AVENUE, AT EASTERLY END TO BE REMOVED 4 ^� OF DRAINAGE CHANNEL WALL. Ln 93 -'V ��4 4 EXIST. A.C. PAVEMENT ELEVATION: 131'7.780 EXIST. F.G. a EXIST. TRAPEZOIDAL CHANNEL - 92 x 4' " PROPOSED A.C. PAVEMENT PROPOSED 3"0 HANCOR PROPOSED CURB & GUTTER NON--PERFORATED TUBING EXIST. F.G. 2 ' 93 CF-VISEp TYPICAL %71,0CJS 'f-4 SWoW lob," EXISTING R.C.B. 6 : 'Parr Guerra z Assa,- ates eR°F S/% DESCRIPTION OF REVISION DATE APPROVED ° VARIES: 10.2 ± MIN. E. GU 1 PROPOSED R.C.P. 24.6'± MAXR, AmEkk MM . 0 CITY Or RANUno CUUAMON"A :. W rn U q. R.C.E. 29224 71 _ Haven Avenue Street & Sorm Dra'n Improvements'Dr' . � I .. sT�r clv��. o�.� {{ TYPICAL �`of cA��F R N U919 U1 VIAV HAVEN AVE® Y UV Ru U11 I B�; t From 19th r ll Ir"PICAL So"T"I"NS& U11 U 4 tatson 201+24 to Station + H N.T.S. L)an 6vei�ea STREET IMPROVEMENTS ` . APPROVED BY: A; 1 DATE CITY ENGINEER �2` C R.C.E. No. 24953 T CIVIL ENGINEERS • LAND SURVEYORS DESIGN RECOMMENDED `AVE.HAVEN 0271-B TRADE ET' STRE rVictoria® Street to 1t t HO CUCAMONG& CA 91730 D A P PH (909)987.4306 FAX (W9)941-1628 DRAWN & ,ASSOC SHEET Station 186+00 tion + D GA ,jCj+eS N.T.S. 1 J Ar- (.0 10271-8 TRADEMARK STREET OF -3U CHECKED DRAWING No. ® IEL E. GUER DATE RANCHO CUCAMONGA CALIFORNIA 91730 R. .292M TIp03-31-07 CITY PH( ) 7 FAX( )941-1528 1885 PROJECT Sheet No. 13 o " 51 __ I --- - I I I I I I � I �, I I I 011"';b, � I I �, -- -_-_- - I � -1 - ".. ­-1---- -I ____11i_____7 -- - - � - - I � , �-1 � -I ' 'I I ME==ME onn ONE====mmm ME===== I =MEN= I I I I I I I NEEMEM MEN=MEN=NEEM I � I I I I I 11 I __________________.. I I I __�------- I I I I I I ­ ' ' I I ' ll 11-_ I --- I -------- I 11 I I � � I I I 11 I I I I I I I 11 ,-- ",-I'll, I I PROJECT BENCHMARK- I ! -- ---- I I - ---------------- ________ ________ I I I I I I' ll , " '' I I I ' 'I I , , , ' ' I , I I 11 I I M__ I 11 I I I I I -- 1. - I ' 'I I I - I I � � I I ' ' I 11 I I I . � 11 ­ 11 I I I I 11 I ' 'I I I ' ll - I I I- I 1-111111 ' 'I I 11 I 1 - 11, - I - I 1. I I ' ',"' 'I'll, I ' 'I I I I I I I ------- I I -1 I I I I I I I I I i I . � '' I I I I I I I I I ± , , , I I I I I I I I I I ", I I CHMARK NO. 10056: __________________________ - -_ - -------------�-.-.---.------------.----- ----------------,- ------------- - ------------------- -_ ------ I I I - 11 I I I I I I I ­ 11 11 I I 11 I I I I I I 11 I I I I I I 11 I I I I 11 I I 1 ____77 1 -1�4 9$0 1 1 1 1 � DESCRI i I I I , I I - - I -CURBI LE14GTII I I I I I I I 11 � I I I I I I I I I I I PTION: 2" BRASS DISK IN CONCRETE HEADWALL STAMPED --j__ I I I I I I I I I I - I - I I I I I I I � I I � I I I I I I I I I I . ,�.--��.��.-.---,".,.-�,--,--�-�,-----�,��--,�--,-�,--..,---. I- --------=77=77=77= T__._ ,--..�-,---�.,�l---.�---,-���-.--,�------_­­_­.___­---­_­__.___­__­..____­..,__­__­-.--.,.-��---,�---�-,--"��,----____-_-1.-_---I-.-------_-1_-__1__________,______.__._1_-.-_-__1____1 ---I---11-_­­____--1-1-____1,---.--,_.___­­­­-1-_111_-_1111-1--1_11_11----I- 1_.1_--' I--------1__---___-_-_-------I'--- ­-1-___1- ..I',,..---___________1_-.,�__l I I I . I I 11 I I I I I ­ I I I I I I I ­ 11 11 I I 11 I I I I I I I I I I ' I I I I I I I I I I I - I I I - I I I I I I I I I I I � I I I I I I I I I I -11 I I CORNER OF BASE LINE ROAD AND HAVEN AVENUE, AT EASTERLY END .- _______,__._,___________________,_ - __1- __1___._1_-_--_______­ __________._,________________-7 I ­_ I 1_-___1___j-`___-_-___ I I I I I I I 11 I "CITY OF RANCHO CUCAMONGA BM 10056 1987" AT NORTHWEST � � I I 11 ­ ­ I I I __ ___­__--I ­_-ATION 1___-_'_'_-7 I [ 11 I I 11 I I I----- --- ­ -,- ,-- , _____­­­__'­_ , I VEF --J f ---� I CONTRACTOR TO VERIFY HORIZONTAL -14T�1_�AL LOC � I I- - -i I - ------------------------------------------------- - I � I I I I I � 11 I I I I I I I I I I I "PRIOR,TO START OF, CONST RUCT%.� ANY P�a�,'RERANGY -5. I I I ­ I - - I I I I - I 11 I I ''I I I'll, I I I I I 11 ­ I I ­ - 11 11 I I I 11 "I 11 -1 I I - ' 'I I I � I 11 11 . 11 I I I I 11 I I I ­­ I I I � ­ I 11 ___11 I I -1 . 11 I I I I I *r1^111 , k 1 r"r,r% I I I I �I -- I _�_________________ I I I I I I -- ____ ---­BE--BMM-TO­-­TI4E-*7 1 WIN VF 111L LNUINLLR. �� 11 I I I --------- --,-------" ELEVATION: 1317.780 1 - I I - ' ' I I I I I I I � I I I I I I I 11 I 11 I I I � � I -I I -1 I I - I 11 I I I I I I - I 11 ' ' I I I - I I I I 11 I 11 - 11 - I I I I I I I I I � I I , I I I 0 1 -----I-- - -, ___ �I I I I I I ____1 � ___---------------.-.-- ----..--- - --- - --- --__u ______________________,__ - --- ________________ - I , I I I � I I � I 11 �" , "I &A. �_ rl_ ,, -:I_ I I I TI-1- 1 --I-. --------- , I I I I I 11 I . I I I I TI I I I I . . I I I .1 � , I � I I I I . 11 I I I I I 11 0 1 't.) - � 11 . 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I I I I I I � I I I ATION (HORIZONTAL & VERTICAL) AND EXISTENCE OF UTILITIES SHOW ___�_ - I � ______ -7--1-----_______�, .;;. , - ' ' , .' ' __ 11 11 11 I - 11 I I I 1 . I i I I NN _)..._ ,low..100"p- I I I I I I I I I All I I I I I I I I _ I I I I I'll I "I � - I ___ I __�_� _�_-1-- THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROUND 1 _�7--_._� , � I I ­ I ­ '' , , I I I I I - I I 11 I I - 1. 11 I "I". j-.____ I. . .- - - 11-1 - XI I I I I I I I I I I �, 11 ''I - 11 I '' I 'll 11 � ­ 111 I 11 I I I ' 'I ' ll - -111 I - ___ I - ' 'I I ­ _____:_ -- - 1 - 1 I I I '' I I I I 1. � I UTITLITIES (WHETHER SHOWN ON THESE PLANS OR NOT) TO VERIFY HORIZONTAL I I I I I I I I I I I I I I I - 11 _..r � - I 11 I I [ I - - : I --T--[-* __V_ I I ------- I I - I I I I I --�----- I � i I - I I I J - --- --------- / . - � . 7 - _ ___ - - ---------- I - I I - I j I I I I I , ----- I I TIONS PRIOR TO BEGINNING CONSTRUCTION ON THE STORM ,�, E)IST. 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I I . a: a I I I I I 11 I I - I I I I I I I I I ce . � I I 11 0 1 1 . , , , I I I I I I I I , I I I , , C.) . . . 0 1 r - I __ - I I -_ , _ I -_ - -_ ____ - - cm_____�_ --- -_ - , N5� I CONSTRUCTION NOTE E3 I A - -_ ____ 11 I I I ---m--�c I- I I - 1 I '' I I ' ll, __._____________­____ I I I ­ ­ ­,­ I I . ' ' I ' ll, I ' ' I 11 I I I ' ll , I � , 11 I I I I 11:, I a ft I I w I I I I - 11 -7- 1 1 1 1 M c,j -I- , I ­ --- I 11 11 1w,0 -.� I �� . 11 , " I I ' 'Ill I I I I I � I ­ I "I ' ' %J - I I I I I 1 ----4- ::17- -I------ (3 : -_ $9 1 1 1 1 1 1 1 1 1 1 -I I I 11 1�1 �, I I I I - - I -1 - I - C4 . T I 11 I I I - I I -- . I I 1. I -11, - . I ___T_ I I I I I I I I I I I I I I I I C) c%j I I I 11 " I I I I I a I I - ::t - ---- I � I 61 ___ __ PLAN 104. - -_ ____ - V 40�� 'V-' I I I I I � , I, - I I I I I I I I 11 I I . . . I I I I I I I I 11 . , , '' ,, , '"' � I I I "I 11 I 11 I -I - 11 I I I I I I I I I I I I I I I I I I I to I%z I I q W,I I - I I I I I I i I I I I I I 11 11 ' 'I I 11 11 I 11 I , 11 I I I I I 11 , , , , " , I I I .1 I + �1 , I 11 11 , I "I ,V_1 "'I kw-� I I I __F I � i I I- ______ ____ I I I I I I I I I _xv_ I -_ _____ -i- - --- -_ - I ___.________ ___ I I I I ll I I I I : I I � I I I I� I I I I 'W- W...0, I I I I I 0.21% 11 � - 7-___U:I,-FMO I I I I I ----"1------�-----4--,---J-. 'If - 11 I 11 I 11 ''I I I I 11 I I I I I -I- I I 11 11 , '' , , , , , , , I '' I 11 I I I I �� 1, I 1 1480 1 1 1 1 - I - I -I--I- - - =-MMww=Mt-t----_�_____�--,---I I I &_ CONSTRUCT TYPE All-8 CURB ONLY PER CITY OF RANCHO CUCAMONGA STD. PLAN 104. . I I I � +_____ ___ ______ _ _8n01 . -_i- ...1Nw=w==w===w- _� _!M=�� 1 � 11 I '' I I I -11 1-1 - I 11 I 11 I I I I I 11 I I I I I I I I I I I - raw=wo-O- -0 - _ - -1 , - - - I I ----�- I I I I I I -f-I I I I I � I I I I I I I --- wXSEMM , I I - - -, , '' 63 EXISTING A.C. PAVEMENT, A.C. BERM, P.C.C. CURB AND/OR P.C.C. � I I I I I I I I - I I I t- � --1 �_7V- -1 �-----�-4________i_ - I I - I I - - I I ­ I ­ � 11 I I 11 ' 'I I 11 I I 11 11 ' 'I I 11 11 ' ' I 11 11 I - - t�_- ' 'I - - 11- 11 0�_ CURB dc GUTTER. SAWCUT LINE SHALL BE MIN. 2' FROM EXISTING EDGE OF PAVEMENT OR - - - - - _,�____ ---- --�-_--.;;��- - - I I I I _. , , , I I I I � I I I I I I - I I I I . . - � TOP OF A.C. BERM OR P.C.C. CURB. I I I I I I I I I I I I I I I I I I I I I I I ill f I I 1 ___�_7777777�7'717- 1 1 - . I I I I 11 I I I I I I I I I I I __ ___ ___ __ __ _ - ------ ____T_ " ______ I I I , I I I I I I I I I I I 1-Fx%pr%j%3tij NUP I F-1 MILULMN 11 @I.-*, I I AEDIAN T.C. op I I I a I I I N - , , , , I I - I I 11 I , -El qORTH ll I I I I I , , , , I 11 I I F EXISTING MEDIAN ISLAND HARDSCAPING AND LANDSCAPING. REPAIR � - - ---.--.- .,--- -----,---"-----------,----�---- ----�--,-------�----,-�-------------�---"--�----�-,.--- ____­ --= -_ I I I I �=w,V,www*_­-__­_­._ I I -j 11 ______,_ I . I ID_ "IS11 I__c,V_L_fVS_w__I ------,---I -"--�--------�------�---�-,--------�-- , __._.1_-_.______ ­I__- _,_______1-1.I I I I I I I I I I I I I 1 , 11 11 I 11 I I I I I - _ --= 't�V)- e- OR REPLACE IN KIND AREAS TO REMAIN DAMAGED DURING CONSTRUCTION. %., ll � ----­_-_ I I I M 11 -1 I I I - I I I 11 ___,____k-_ I' N T�� I I I I I I I I I I W I I I I I I A..�� '"t,--"-,-----I--"--------,---,--,-.-----",-"--"--"----,-,---,--------,- F - ______ I I"I I . I I I - I I I I I I , , , I I I I ___ I ------------7- - - _______i----------------------- ________________ I I I I I I I I I I I I I I I � I I 11 I I I I I I I I - I I �_ � , 11 I I I I � I I I I I I I I I I I I , I 0 -- I I I I I I I --7 I I I , a- PER CITY OF RANCHO CUCAMONGA STD. PLAN 119. __ - - --A& - ___2_ --- _____ -------------- __________________ -_ I I I I I I I I I I I 11 I I I - I , I I I I I I 11 - 11 11 I I I 11 I I 11 11 I I I I I ' ' I I'll I I 11 I 11 I 11 I . 5_< - I I - 0 ' ' I 11 I' ll Sn I I - I- 1_7__ I I 11 11 I I I I � 11 I'll 11 I I 11 ''I 11 I 1� I I I - ' 'I 1� 11 I 11 I I I ' 'I I I I I 11 I I I I I I I CONSTRUCT P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLANS 103 & 114. 1 i I I I -­ I I I I I -1 I I �, I I I I I + I 11 � @�_ __________4___ __ %.w I ------------------- ------ _�_ I i z: I I Li I La ___�_ I I I I I I I I I I , I I I I I � I - - 0-% I * - I a 11 ­ w - I 11 - I I - - , . . . I � , I . 11 �, I I I 11 I . I I I I 11 I 11 I I - I - � I -1 - - CONSTRUCT 0.35' A.C. PAVEMENT OVER 0.50' CRUSHED AGGREGATE BASE PER CITY OF _____ ___ _____ ___c _____- IF% ----!W- - -------------- ------------------- __ - CF-r- %.O - , STD. PLAN I 00-A. I I I ''I rlk% a" I.- 3L I - 11 I I �_- I , I I I ' ll, I 11 I ' ' I I 11 I I 1, 1 , I I I I I I 11 I I I I 11 I I ----I- I I I I DL Fw - - - I - - I I - _____ + . 0 0:: _ 0 0 0 1 70 _�_ e I M I -a.m. �_ I ''I I " I 11 + - I 11 I - ------ -_ - I _Jv� C4 .- _�_ I I I I I I I I I I I I -1 __ I 11 - - I I I ' I 11 I 11 I I 0 111%, I - to I %ja 11 I 11 I 11 I I I I I I I I I I . . I I 11 I ' 'I I I I ' ' I I - I I I I I I I I I I C) I I w I I I I I I I I I , I I I I I': 0 a 00 I LO I I ­ I I I I I 11 � I I ...oil * w - I zi . -1 I � I %.me . -]- I I I I I REMOVE EXISTING TREE. � ---------- ______�_ Go - - - _______________1 ______ I �D_ r4r) - �, 0 --4- ' ' , , I I 11 I I -1 I - 1 I - I I I 'll , I I I I I I I I I i'' I I I' ll, cd ov-_ I I 5 ,- - � I 11 0 W� � I 11 I 11 I I I I , I I I I I I � - , ,+ ft, -_ , -_+ 14) 1 � + , 1-1 1: : I 'cc V_ I I I ' ' I I 1 , , , . I I I I I I ­ I I 11 11 - 11 I I I I I I I I I I I I I I I I I - RELOCATE EXISTING POWER POLE. I __ I I I , I I 11 I i - ts -1 ': - 11 11 M . 1. - I I I I I � I I I I 11 11 11 11 I I - I 11 11 I I I I I I I 11 - I - I 11 I I -----J--------. ___ I - -- r1n ) . 1 I I _ _____ I � I + I �g I � I I I I I I- - V_ F Ir I --- I I - .---- -_.'', , , , , , - I V-41 7b I I ,Do - I I I I I I 11 ,I , , � , 11 I I I I I I I � I I I "I I I I I I I I I I I I 11 I I __+­ _____t_1---r­-­-q1M=w=. -�wnal� I .,nj/ '1%_111 I I I I I I I I I I I I I 11 11 11 I I I I I I 1 , ' ! I I 11 REMOVE EXISTING STREET LIGHT AND SALVAGE TO THE CITY YARD. �_ _____r_ - - - &_ I , , I 0,0=��Iwmmw." .j__0.r_,,, I I 11 I I I I � I I I 0==wMwwM=Mww=q=.L_ I I I i I I I I I I I I I I I - I _________ � � I ---- - 11 I I I I I I I I I I I I I I I�A I I I ----�----,----I- I I I I I I - -- -- I I 1IN r 7*-/ '"-­ ._t_-.---#--w-�-M��- � L_ I I I -- - -- ---------------- --- - -- _E%1%j a I 6 ke b I I I I � W.-r I �10� I U.4//­� I 0-_j- I 11 I I I 11 11 I I I 11 I 11 REMOVE EXISTING P.C.C. SIDEWALK. ���-­­­-_____­ -Y P%9 1%1r I __ - ___.____,__I LA-1 -i- _j I 0.49yo I I I I - I 11 I I I , . - I I I I - - I I I I--- 11 I I I I I I 11 I I I 11 I I I I I I I I , I I I I I &_ ll I I I I I I I I U�m I I U_ U. I I I I I I I 11 I I 11 I I 11 I I "I 11 11 I I I I I I I I I I 11 I � ____­­- -tL.______ L ­___ _.______­­ ---------------"---- 11- - -�----�--��--�,--�.--��------,--�----,--�.- __ -,------,--..-- ­__ ----,�---�-�--,------.--�-.----.-�--�l-.�..--------.-�-------------..-��.-,--,-..-�---,-------,,-,-,,-----.-"--�---,---.��-.,------�"-"-,,-------, ---. I -- -,-,- -,-w ____­-I I 1w C-4 1 1 1 1 1 " ''I - I I 11 I 1�n CO -to C-4 - I I -0-6-S-Irl IT-,_C-_.__,_,_,_______- I I I , 11 I I I 11 11 11 11 I 1� 11 . I � 11 I - 11 I I I 11 I I I I - - I I - I - - - I I I I-a I I I I I 00 r), , : .0 C4 ____� - - - 4__ _ ___ --I- __------ I I � . 0 11 U.) M 7" 1 1 I . REMOVE EXISTING SIGN AND POST AND SALVAGE TO THE CITY YARD. ___ ___ I - I - . ff.0% w __ I I L-� obn 0 . 0!1 11._? . . E . ,a-T 1_-9 I Ir I . - I I I I I I I _____ - - i 0i a 1%%.Vl 0 10 lulp i A+/ .a T M 1. , ____ ___________________1 ----------------------- �5 , I I I , - - I-I 11 I I , I , 1, I I I I I � I ­ 11 I 11 I I I 11 I I I 11 I- I I I I 11 I I I I I I I 11 I I I CONSTRUCT P.C.C. DUAL RAMP RETURN PER CITY OF RANCHO CUCAMONGA STD. PLAN 102. 1 Fle ;; I 11 - ________________ - � - - __ - --- I I -.0 � , 1� %.I.w I I I -_1 It I I I I I I I I I �a I I , , , V. I ;�,I-I I 00 % I I I I I I I I I I I I I I I I - I I I i I I I I I I I I I I I I I 11 I :t -_ I I - -------------- . - -*!-- I _ __ - -_ I � I I - - - I - I I I . - � I ____ I � I . I - I - I , - RELOCATE EXISTING TRAFFIC SIGNAL, PULL BOX, AND ASSOCIATED HARDWARE PER TRAFFIC II I I I I 11 I I I I I I I I I I I I I & I . . -7 I I I I I I I I I I SIGNAL PLANS, PROJECT SHEETS 27 THRU 30. ----------- --------- � -_ I I I -I-- I , I I I I I I I - I I I 11 I I I I I I I I I I I , -_ �_ IL I � I 11 I I I I I I 11 I I 11 I I I I I 11 I I I I I ------- ,--I-- __ . , I I I I I . - I I I . 11 I . i � I I I , I I I � I I - 11 ' , I I I I I I I I I 11 I I I I I I � REMOVE EXISTING PULL BOX/HANDHOLE AND SALVAGE TO THE CITY YARD. I I I -_ I I i I I I I I I I I I I I I I I I &_ I I . I I ''I I 11 11 -1 - I - I - I I I I I I i - _ _ - I I I I I I � I ­ I ­ I I � I �1 I I - -1 11 I I I I I I - I I I -I - I - P ______ -------------L- --- - _F_ -_ COLD PLANE EXISTING A.C. PAVEMENT MIN. 0.15 . � I I 11 , I I I I I I I I I I I 11 I I I I I 1 �5_ 1 1 1 1 1 1 1 1 1 11 I I I I I I I I I 11 I I I � 1 � I I I 'll I I I I . I . 11 . I - ''Ill .- 11 11 "I ' ' 4 ' 'I -1 I I I 11 � I I 11 I I 11 I 11. I 11 � - 11 I I I 11 I I I ' 'I I I , ' ' , , , , ' ' , - � '"' I- 11 , , , '' , � , I I 11 11 11 - ___ - - .-- - -_ - __ - I I I I I I I I I I I I I I I I I I I , , I I I I I 11 I� , I - I 11 I I 11 I _�_ I I I , I I I - I I I I I 11 I I I I . I I I I I I I , , I 'I , "I , 11 I I &_ CONSTRUCT 0.15' MIN. ARHM PAVEMENT OVERLAY. PROFILE SCALES: ___ - . I I . . . . . . 1, I I i 11 � I 11 I I I I 11 I I I - I I - 11 I I � I- I -1 I I I I 11 I I 1 I I I I I I 1. I I I I 11 -_ 99 1 1 1 -1 i I , I � I I I 9 I I I I I I I I I I I I I I I I I HORIZ. 1 =409 1 1 1 1 1 1 1 11 I I I I I I I INSTALL 2" INTERCONNECT CONDUIT WITH PULL ROPE AND #6 PULL BOXES AT 600 - I I I I - -_ ____ -----4------ - I I I I . - 9- - I ____ -_ I I � I ---I MAXIMUM ON CENTER. I I I I I I I I I I I I I I - I I I 11 I 11 I , I 11 VERT. 1 91)=49 1 1 1 1 1 1 1 11 I I I -----,I- I I I 11 I I I I I i I I I I I 11 I 11 � I I I - I - I - , - I - I - - I - I ., . + I : I I i ----L----L-- ---.J- - I I I I i I I , I ___ -_I. I I - I �9_ CONSTRUCT VARIABLE HEIGHT CONCRETE BLOCK RETAINING WALL. REFER TO WALL PROFILE 6 7 8 9 10 11 12 13 14 15 AND SECTIONS. I � &_ ND COVER / M.H. RIM AND COVER TO FINISH GRADE. -1 61, ��� 11, - ,-.,, M 63 INSTALL 9500 LUMENS STREET LIGHT BY S.C.E. (PAID FOR AND COORDINATED BY TRAFFIC SIGNAL NOTE 11_.�7,_ 82 w 00-1 0- CONTRACTOR). CON EQUIRED TO INSTALL ANY MISC. FACILITIES �,:, Uj =__ ­ I / : I I I I I - .11 .1 1, ­ �. , , I ly, t �, � , I " ; t1l", ..", ­ . 11 � � , � � �"��­ (INCLUDING CONDUITS, HANDHOLES, PULL BOXES, ETC.) AS REQUIRED BY S.C.E. � . 1 % �3_�, � � � � _11.11--_1-_.11­11� � il; � ,��' : ", , � �,� � I I " I , 11,� ­; I I � � � � � � � , - - , , � � :� � , � I � � % i � , REFER TO TRAFFIC SIGNAL PLANS, PROJECT SHEETS 27 30 ',� I I I � : � � � __", RALPH'S SHOPPING CENTER I I "-f I I I I 1, i I � EXIST. 1 BUS-BAY.,RIGHT TURN LANE I � ; I , i � � � � 11, � 1��, I � i��, � . � I , e . , FOR TRAFFIC SIGNAL LOCATIONS AND INSTALLATION. 1�� I ! I T I � ­ I � 1! '\1 � , I I ! 11, ,- I I �� � 5 ­ I r''�::� - f �),� ", � � 1-i", �, .1% I I � z ­ ­__� , - I I , � I . I .. I , ! I � : , � j 1;'.� I �, I �; , � � I � � � - e 2 1 1 ,, I . I � I 1� " , I—I � : I � ,. D ,, I � I � � � �4 1,­�,,,i',,,,, ,I." : ��,� I I I , I - I � , I! 011MIN0101, I �'� I . o � :III" -�\/,-: - I ,� �, ��:]_-.,_.__�_: _�_,_,-_"-,�­1::. 1,�­ -- - ,,, i '' �`''� `7 1 " "I � e I f D r I I �, i I! I , , I ,-�'�,�... �t_k. '11,,,�", e , - I, I ' � ­'­­ ___-_.1____1-_ 111-1111-11-11--1 I., --"' �/ "I,\ - , - ��` , � � � "I � /_ ­ 1 -4 , I � ," I � � ­-,-� I I I ,,I I � I , I � I I ,. � : X I ( , , � I I I � �', , I ,,,�, I � -11-1 �, I . '11,­ ­ jj /, V :_ � *­ I 1 �. -______ I I : � 1.- '­ , 1� ,. . I � . � '11, ­-, ­,'"', _­ , 1-1- -1-11- I ­­,"., � -­-11 ­ I � I I . , -- I I I I , . I ,� I I I . __ . . � I I I I " 11 , � I 11",. -�, � � " �� . I . �_"ei_' ':: ,_ � .1 -1114-1-1-1_1 11-1-11-1_1 -1.11-1-1-11-11 - 1111- ­ ­.... ­ � . I I � �� I I ­�11_1­1_111._11," : :, I - ,,�,,,,_­,.,-_,­,___, I 11 � I I I I I � ­­.......­­­-­-1--.......- __ I I . I " , �__1-1 , -,*,-''- -, ,�:�::: OSED ASPHALT CONCRETE PAVEMENT NUMBER Delta Radius Arc Leng 1 1 1 . � I I � "I 1� q I � I 'I., - �I .`� �: I� " . 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", ` L � �­ 1, � 1, .1 I � 11 ­77� - ,� ­ 11 : " ;� I I � i�" ­ I -, j�, �­­ ___ : i I I -11 I �J i n i � � (D �� � � � I 11� :� , ,�, ��� __ _ V I �i,­�____��k­_­, // � � : � 11 '' I I r 1� - ," 2: � ­ � � �� 11 , , _­­­-­,____..._-11111,11 .­ ­ - __ ­ ­­ ­­_­­­ ,,_ �� � CMLENGINEERS * LANDSURVEYORS DESIGN 41 ­' ''I ' , I � I _ , � : : � >< ! t ,��,_:"�'­. ,_ ��� I I � � w � I ,,, 11 � , ,�,I , � , �41. ­ ",," I I � I I I I�L z : � 1, "',� , --- , 11, 11 ", 11 �_'��� ­- - _ �.il � � I I .1 �= � I . I ­- --_11:_ � I , � _­ / I I ­ ­­­_­ x I L ; 1; I :11 � __11 1�-1­ , - I I'll, I ' ' ' � "' , 1.­ I I '�,� r � I I � I I I I � � ,_� I 11 i � I,' � 1, I 10271-B TPLAMMARK SMEEr I : 1, 1� � , i I � - in � I I �, �� �f � k ; , ,­ 1. , .­.�I 11 . � ; ,1, 11 I � � ; � I I : I ; ( , -, � I " � -1 I � I �, � , �1� v 7 : " ��, ,�� I I � _. :_­- �, � � � i � �� � I DGA D Ci PA 6 t4 e-iA iAci ___-_. - -- -- - � � � I , � � I . � � � � 11 - I I � I � - - � � ­ � � � X � �, ,, ! F_­ ­"� I � I._�� ; I : I : . I PANCHO CUCAMONGA CA 917M 1 � I L I � � ! ,L I , I k I � I � , I I _ 1,V I I . � '� _� w , � I ­� .J I � � . � � � �: I 1, I � i� I ,� ; � � I 1-1'L-11 I-1 "I ­­ : ft I I I I � , � I I �, I , , � � _ I �--1 ---.11.11 ­­­­­��1, ­_ � ; I I I . 11 �t - F" (9M)W74M FAX(9W)941-1528 DRAWN \� 1% I SHEET ... - DGA -.,�..��'..�..'�.,��'....''�.,.,.0�r & ,Assoclafe,s 14 OF 30- r � 1-00- .01-0 - 10271-B T DRAWING No. L E GU DATE RANCHO CUCAMONGA CALIFORNIA 91730 � R.0 2=4 EXP. 1-07 1 PH(909)987-4306 FAX(909)941-1528 - 1885 - �����!iiii;iiiiii� �� lilillil � . ; � PROJECT Sheet No. 14 of 51 1 i I � I I I I I ___ -1 i____j __ 1 7_ ___ 1 Aik 10� . - i- -+-;j- '* y% "�+,"'�,_ I I _�_ , -4- F F ___ - &;; - - -1-1-L - : 0) I . M4 i - cd . - +1 V- _k I f W) " r i I i - - E - _\ (I ST. 7- d 7 i i L I :: __FF A ) F A I i I I i � � L I F 1 -4- LL= L �i�������� _LL / % /_� % / % / P_1% / x ::2� % / "__�, 100_�� . w . � I I I I � . ­ I I I - I I I I I I I A � I I - �I � I f I I � I 11 I I I I I I'll II I , I I -1 - 11 I I I I 11 I I I I I I I I I I I I I I 11 I I I I 1� -------- I ---L----- __ I _ ___ I -------------- 11 I — I —_ . — PROJECT BENCHMARK- 11 _____�___ — I I -------.i ", I I I I , I I i I , --I— , , , - - - , - I I � .1 I 11 I 11 . I 11 1: � I -_ I - 11 I I 11 11 I - I ' ll I I - I - I M__ !, I I I 11 I I 11 I I I I � I ­ "I I I 11 I I 11 , , _ I I I 11 11 I I I 11 '' I I I I I I I 11 I I I I - I I I - "I 11 I I : , , , " I I 11 I I TOP OF 1XIST, WALL— I I I I 11 11 I I I I I ­ 11 I I I I I I I I I I I I , I I I I I L__ I I - I - , I I CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10056: ___ _. ---------- - ____L_ ------ - __ -__-___--.----- -----------"------ -- -------------,-"-------------, ___ -------------- , I , . . . I I I I , , , , , I I I I I I � I I I I I I I I I I I I I I I I I I I I I I - C) �_ -,----. _ __ "-�-�"-�-�.-I-�,.��.,.-.---.I��.--�--��.---.---..----.,.-.-----�-��-11.1--l-l----�.-�-.-�-.--�� I , - � t , , � I - I � - I . - - - I � I I - - - � I I - - I I I � I I � - I - I r- I I I I � 0 - I - DESCRIPTION: 2" BRASS DISK IN CONCRETE HEADWALL STAMPED I __________. -, _,____________,_,_, _.-­­I-,-- ---I----.---____ -,__t__ , -- ­­ _______ I_._,_1_-_1___­­­--I'-,--___1 _ __1�­I --.-,.-, ..- -----,--�-,--�,�-.-.-�--..-''�---�--�-�-,�-,-.-�-----------,.�,-,.--------,-,----�-"�.��----.-,�-.�,-.--�,�----�-�,��"-.-.,.�,-,-"-�--,----,--"-,--.--,-,--�-�---- ,_A�____11-1-_ - 1--- I—- I . _-1_____1___r________ I I I I I __­­,_,___,_,_,_,__,­__ - -,�j,----,-",-",---"----",--,--,-----"---"--,-,---,-,-,"--,-,--,--,-"-*------____ � I I— "CITY OF RANCHO CUCAMONGA BM 10056 1987" AT NORTHWEST I - . I � , - I I - - � ­ ­ I I I I I - I i I I - -1 I I I I I I I I I I I y : : � I I I I I " I I I I ,* � I(D CORNER OF BASE LINE ROAD AND HAVEN AVENUE, AT EASTERLY END -------------,-------.-- _______-------------------- --- C) CN 1 -I- '] I - ---I--- ,-----------_-1---­­­.-­ - ----.---____­___.I--,----­__­_­_________­______---1---I----­ I---,----,------­ I' i I - I ---t---- I I I � I 11 I I 11 I I 11 I -_ I ''I - I I I 1. I I 11 I � I 11 I I I I I I I 11 I 11 11 I I I I I I ­ I I I I 11 - -ii�- I , + I I I I i I I I I I I I I I I I I - I I I I I I I , I I I I � I I 11 11 - , I I I EXISTNqjF.G WE -XISITINq WALL r- "') 0 1 --------------I---------- — ___i_ — -------- ------------________---- :)----- ___ __ 1 — _I I — , , I I __*;�;_ ELEVATION: 1317,780 1 1 1 1 1 1 1 � I I , I ' 'I ' 'I I I I ' 'I -1 I I I I - I I'', - , '' " , I - , ' 'Ill I 'll - I- - - - I __ I - - � I I I � _J__ 1____ 11 -1 I 7- 7 I I I ­ ­ 11 I I 11 ­ I - - . - I - 11 I 11 � � I I 1 _4- ----- I 11 I I - - I I I 11 ­ 11 - 11 .1 Oct, , _ " - - I - I I � I I I I I I I 11 , � I _j I I I I I I I I I I I � - I _ ------- -_-_ _­ ____ *---- -_ ___0__ 7 1 Nil, -_ 16- - _______________T______ I I I I I I I I I I I I I - I ''I I I I ­ -11, I I I I I I ' 'I I � 11 I 11 I I I I I I � I ' 'I � -11 '' I ' ll , 11 I I -,11 , I I I I I I b D ,,,, , ,I 11 I I .- I "I ,I-, "''I, I I.-I I I I I I I I i , ­__ -------- , I I . , -_---- / ___� __ ____ I ; I I -- I - -I- - I I I I I I I I I I I I I I I I I . � I I I - I - I I I I - I - __ I co D I � I 1 V41. � __---==--_—, . ____ ,---------- --- ________=== —__cL-141--_�;_­=-= ___�_..000) - I I I ____ --------------- I , -i rV________ ___ I I I I I I I I I I __r I I I I I I I I I I I I M I "I I -1c) � . �4 , I ,,,, I I I I I I I . I V_ - I I+ to ,�� - .1. —____ — I I L_ I I I I I I I I - I I I I I - I I I I I I I , ,, , , . , '' , , , , , � 1, I , I I -_ � I ____ . I lej , :1 ------- —— ___ ___ ----------- —________ — —— he% �_,� ,,� , i —— ---—— —-______ I ,r� —— I �_000� Ai- %F� '' - I l I ' 'I I . 11 I I , I I � I Im - , � - - - --- I NOTE REGARDING EXISTING UTILITIES I I I I I - I I I I — , _ _ I I I I I 11 I I I I I I I I , I I I 11 I . I I r- L�FOPCSEDVIY T.C-_N---1 11-1 I ��%:;;;�- 11 I , Z I , — _______r - _________ __.k!aawVL-!:_ --- - - I I I ___r __r i 1, i - - - I __-, -----I---,- .J I I _ - � � 'I - 1, - I I I - � , � I -- I I I � I I � 11 � I I I I I - ''I I I I � I__10� ______ __-� :�00001,, , I I . � -, THE LOCATION (HORIZONTAL & VERTICAL) AND EXISTENCE OF UTILITIES SHOWN 1,� ___ , - ____ I i I I I I I I 11 I I I - I I I I I I I I _± I I I I 11 I I 11 I 11 - I � I I I I I I __j I ----'F ____ 1 _.---4--1- 1 1 - I I I W `� - - - - - - - , _;O� ---------- 5-- � - PPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS. II I I I I I I I I ' I I 11 .--__j , " ..) I cc z: I ---- ___� �;- .wo I I I - - I , , I - - �1 11 � Z _--c-- I - ''I I , I � . I I I I I - I I I I TOP ,OF EKIST, WALL . I C; Y B/W- __:�; �. - I I I I I I I 11 I I --I --_� —1—1 I cq ,%4 _It�_ 11 I I I I I �� ::::v�--a.0a0`a0F­., -.;_- - ' ' - I 1 -11, --_--I- I THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROUND I I __� I I I I I � , I I I - I I I _____F_______ 1 - I I I I I I I I I I 1.- 0''- , I ' ll . D I I I ,a01100 I -1 I -EXIST. F.S.- 0 EXIST. W' BERM I I I ..I ___ - - __ -- --- I ''I 11 I I ____ _-, � �. I 11 I I I I — I I - LT � - �r: , I � . I I I I I F I � � I I I I I 11 I I I I - - I :� ti-I :�� ___� I I UTITLITIES (WHETHER SHOWN ON THESE PLANS OR NOT) TO VERIFY HORIZONTAL I ___ __1 __ I I I _� - 11 I , I I ____ _ 11 ��: — I E3 0 11 ­ I i _ , — __ __L_ — _____ —ol- _­M� dD—--4CD oo!!_� —— — — - —— , l I � - "I , - I I I I I I I � I , - — , - w— 11 I - ;;;ioo I I 11 , - I I I I 11 I I I "I I I 11 "I I "I , I I -1 I I . I to 1�. oo Iq , Q - I :;;,_�_ 1 1 1 1 1 :2 AND VERTICAL LOCATIONS PRIOR TO BEGINNING CONSTRUCTION ON THE STORM I I I I " , I I I - . I I - I I - , I I I I ___I I--1 __1 -_1. - ,____ I___1-I__ I- __ ____.1. . rn " 4 1 rl�z 10 , ,+ P... , ,_ , , - - 1;:�� " I - 1. , ' I I I I -__ --w--- t-­­-C-4- '&!—---'--00- —­*--r4-----—----- ­ ________________­_ '_—- -__ ___­__­____ ,-..�.-..—,—,-----�l--.-,------,---.,�-�---.�--I ___,____ ____,____ --------I- 1-­­__­______ _____,._______—_ —,--_______ ____ I .- -1 I I I . I n + - CD 1w) I -1---`_ �____ >1 1; I 1, 1% I DRAIN. '. I I I I I 11 1. -- W) 7- %7 I _____ ...00 �_ "--EXISTING F.G. EAST OF EXI�TINU W�ALL I I , -,---,-r I I I I I I � I I I I __1+___ � I ------.I-,---- :�-I-___F_- ______�_;;�%w --7,-;---------I- _�—_TVIB - — ___________�_________ I I __ — — E_________���- —--co- _qcr ..R— — e!!7:_,.w—_ i __ I i I I I,,�,�I i ..�­ , __ , =__ ==r— - �t� I I I I 1, ___T_ I I I - I I I . . C*4 � , �� - I I I :�;,:-: .:� I � . --q--. A— - ---- - I I I I- I - I I - - co � I I I I I I I Ill I- I I I I - I "I I I I I I I I I j I I I I I I I I I 11* qt , I -� -,_----00.0 � I I _�, I I I I I I 11 - ,I -------- — __ I I __ ----------- CIO 14- — to 7- — — /,--;.-�——_-e!!f,-----— ____ 11 -11 I I I I I I I I /__ I _�_ I I -— 1 __4 - I I — 0 1 1 + I .00,60 � I I I I I I i I I I 11 I I I - -,-- I I I , I I-- , � " - I I I - ,--I- I , , , , , I I 11 I I I I I I - I I I 11 I I I I I i - I I - , _T_ I I I ....�......I'll...��, Fi____ V1 I , I I j CONSTRUCTION NOTES ___�_ — __ ___==F______________I__ ;;;�_______ --------- --- --- ..........� — I I I - 1�n . 1 I :T- - I I I a to I I - b� :;A 11 I � I I I I I I 11 I � CURB- ENGTH� I I I �C:� CD I I I I I I I I I I I ----------- -- ___ I . I I I . - . 1 I I I I 11 11 I 11 I 11 __11 I I 11 - __,_I I I I I I I � I �I . I I I I I ­ 11 I I M -1- I I-_� I 0 , ;;;__�;. .1� . I I ------L--------- ____,_____+__t1q_ - I � I " 04 1, I ::�__,;;;;� ;;;;;;�i,__,�I-e-_1 I _.m .__ I " GUTTER PER CITY OF RANCHO CUCAMONGA STD. I , ' I I i I I I I I I I I . I , Ly 1.C.- to;�� , iii��;�� ,I.-- I , , I I 11 I , I I EX I ST. W,I-Y 4EDIAN T B I _­� I , a— I t-__- , , I I 1 ----4- 1 1 1 1 1 1 1 � im ______ PROPOSED W'__ __Mn( - -,-!'If- ___________ __ - ­__­,� - PLAN 104. 1 1 11 I I I I I b 0 I I � I /. 11 I ___1- I I I I I I I I 11 '11�1 I I I I I I I I I i I I V) 1- iii���;.."11-- I �_� i - I __ — _____ I ___________�______ I .eff, ,��;4 1 __ I I I - _0________ >-!5 �� �_-1-11 CONSTRUCT TYPE Al-8 CURB ONLY PER CITY OF RANCHO CUCAMONGA STD. PLAN 104. -----r-------�------ 00 _C11--____-I - I 1__`�11 I I i , I I I I I I cq a) I I I �_ 11 I I i��::�o,<--::_� I I I I I I I I I I I I I � I I I I I I I -, 11 I I I I � I I e- I - - 11%,;;� I I I , I I - ___ ___ . I I I I I I ___ I - _N_____�__� ", - _____ - ------- I I ____ __ I ____ � I _____ I � ______r__ 11 , , P0 ;=� ;;:� - 63 EXISTING A.C. PAVEMENT, A.C. BERM, P.C.C. CURB AND/OR P.C.C. I , I I 11 I I 0 . __::� ;� .�� I I I I I 11 I I I I I I I I I 0�_ , I _7_1 11 I . _TT , 11 11 11- 1 I - ' 'I I I I I I I I I I , I I +-O-- -- I iiii� .�11 I I -EX ST. F.S. @ EXIST W0 BERM I 11 I I I I I __4.�- - I I I I - I I I UUKE3 & GUTTER. SAWCUT LINE SHALL BE MIN. 2' FROM EXISTING EDGE OF PAVEMENT OR --------------- ___�_ - __ ____ -rs�ut;;�,--- ____ --- __�_ __ I � 11 I I I ''I I I I- 11 - 4 1 ,rc,A I I -------------�;;;--- I I I I 11 I I I I I I I I I I I I I I I I I I 'll, I I 'll ''I I I 11 I 11 11 I I cq - - I I -­ Ir- I 11 - - I I ­ I' ll, "I I - 11 ­ I - 11 I'll- 11 I I ----I- - - I I . 11 11 I I ''I ' 'I � I ­ - I I I I -1 - I - ____ I I I 11 It I I I I I I I I + I I I I I I I I I 11 11 11 I I I 1__-1" I I I It I I _1 TOP OF A.C. BERM OR P.C.C. CURB. _______�____ i - -----7, , __ __ -=- 11 I - - - I I I I , I "'11i, ': - :;<;�.�" 1. - � -1 11 I ­ I I - - 11 I I;1� -'I�� 1-7 , 11 _��;_,,-;W.�" � -7- - I I ____ I I � ,.- C. I I ----f�-- ;;;;0 I � - --- I I - - I I - -, - I I - ,- I I I I I mi I "I I I 0-11- I I I I I �_ I I I I P_ C*N -i'. a64 - S OF EXISTING MEDIAN ISLAND HARDSCAPING AND LANDSCAPING. REPAIR , I I I I I I I I CD I v- 93i I - �._�0-11 11 I - I I - I � .�_� I I I I I I I I 11 re � ____ __ _,______ ____ ________1____.1.__ ___________ -f, ___ .------.--..---.----- I - ;___ I , 11 I I�I I�___1"_ I I OR REPLACE IN KIND AREAS TO REMAIN DAMAGED DURING CONSTRUCTION. - _ - _______.____ ._1___-__ U-1 . to I ­.- _ ---,--.— ______________,.e!_ _____ -___________-1__________ ,Rq- -4— ­_---­_ I I - T-__r_ -Qq--­--------r--------- ;;�- 11 11 � I I I 1� 'C6 w V_ � ___,� I I I I I I .�_ I I I I I I I ,. V_ V_ K �_-,-�, I .� A-1,1&----------1----- ----------i-----.--,—�-,,----------------�- . I I -F F- I I I .. V__111,n^ ­ I I I I � I — ��_ I -- I — __ I _____ —1 I — — ___ 11 I I 1. _ I I - - I - I I I i , I . - I I I I I I -_____ —I I I I I I n - __ I --AST OF EX STING WALL I I I I I-I - I I 11 - 111, _11__-1 I I I ---I-]-- I &_ PER CITY OF RANCHO CUCAMONGA STD. PLAN 119. , � 11 I "I - -I I I/_1 _,_ - ,I , � ST.ING F,G. '__ , '' iiiii;. ;;�'; - , ____�____ I — - I I k I T -" I I 'K�EXI - - - ____ -_ ____ - I _______ ---4---— ------- t , i , :� " 11 I ii� 11 I I I ' 'I ------ I I 11 ­ , --- _L__ — I I -1 I I ­ I I I I \11 00-6 I I I I I I I I I �___`_ I I I I I I I I I I I I I "I CONSTRUCT P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLANS 103 & 114. 1 1 1 1 ' 'I I I I I I � I I I I I I I I I I I I , I I I _____ I � I I . I � /A .-40A I's I - __ ______ __ __ ____ I I __ - ,__ kkl'_�v 14,01 1 1 1 1 1 1 1 1 1 - I I I I I I � I I I ­ I I I I I I I I I I 11 I I "I 11 I I I I � I I I I . I I' ll 11 I 11 I I I ji�� 11 I -60 I - I " 11 I I 11 , ,------------ - , I I -.--,.----- 1-11, ,�,__�_� '' I I I I I I I I - I - _.�_ I I I I I - I '' I I I I 11 '' I -1, I I I.— I ­ � - - I 'll I "I -1 I 11 '' I I I I I I I I I I 11 I I I I I I I I I I I I I ­ ' 'I I I 11 11 I '' I I I I I I I I I I 11 I I 11 I I I I ' 'I I , , I I 11 I - I I I I I 0— CONSTRUCT 0.35' A.C. PAVEMENT OVER 0.50' CRUSHED AGGREGATE BASE PER CITY OF ----1___1_________�___ - I I-- - I - I -------------- I --------------- I - I - I I I I I I I I I I I I I STD. PLAN 100-A. � ? I I I I I - I I � I I -I - I - I I - I I I - F-1110 1 1114V _.V. _VVE�T OF qXISIINGIWA� , EXIST. W LY �EDIAN T.8- � 11 I � I ­_ I I I I I I I -1 I I , " I I - I - I I I I I I I - I __ ___ I I -------I- I , I I I - I I I I I /--,% --- __ - - _____ __ ____ ___�_ I I __T_ 11 I I I I I I I I I I 11. I I I I 11 I I ' ' I I T�ss�_- I I I 1 . I 11 I I - I I I I I I I I �� REMOVE EXISTING TREE. I � I I I i I I I I I _,,�_ I I I I , , , , I I I I I - -- _____j_ -- -- -- --- -- -- - _____ I I I -I I I I � I I 1 14— 1--t---- I �_,____,——— , — I ' ' I �__I I I .I--"- I I I I I I I I I I I — RELOCATE EXISTING POWER POLE. I I I I I I . . i I t I _-.1 I 11 I I - I I I I I I I I I I I I I I __ __ �____ --- ____ I �g _____�___ I I I I - I I - I I __ I I I +__ ��_- -]- I I I --------------- ____ --- - I I I __�___�_ I I - I I I I I I I I 11 I I I I I I 11 � I I I I I I I I I - I ''I I I I ,...'..,� I I I I I I -I I I I I I 11 11 I I I I I I I I I I i I I I I I_L_ I I I -1 -� I I I I � I I I 11 11 I I I - ,- I I I I I I I I � I I I I I I I I I I �5- REMOVE EXISTING STREET LIGHT AND SALVAGE TO THE CITY YARD. _____ __4____ I . I I I I 11 I I ____1__!!f�______ , - , --- 1 I ------------ __ __ I I I I I I I I I -I.-- I I I I I I I 11 I I I I - " I I - - - 11 - I - - - . I - I - I I I I I I 11 I . 1 . I 'll , � " I 'll, " I I I I - - - � I I I I I - 1 I - I - 1 I I I I I - - .- , I , � I 11 I , I , , : , , I I I : I I : I I I I I I I - I I I I I I �� I I , - 11 � I - - - - - - -- ----____-__- ______ --------- --- ______ __ __ 72 REMOVE EXISTING P.C.C. SIDEWALK. I i I 11 I , i - , I ,;;;� I 11 I , --t- I I 11 _�. I I i I "" , , , 11 , I I I I 11 I 11 I .i, I 11 � I I I , '' , , I I I I I I I I 11 I I I I I I 11 _+ , I I I I I , I I I � I , I I ­­__­--1­ ___ ___,_______ I- _____ ________________. ______ ______.________-1 ef-__________� _________ -"-,-_'..-____----,---,____- _____ -, ­_._______­'___, _,.___________L____.__ --�-�----.�-,-�----�-�-�-,�-----�-�----�---,-.-------�-��----- _______________,_____ ______ .__--I--­­_---­­­­­I—— I , I I 4_,__ ----"---,--"-,-------,----,"---, I I I , I I , 'I I I I I I I I I � I I I I I I I I I � ­ I I I I I � . . . . � I ­­]- I ------"-I I - T___t­__,_ � I I I I 11-9 ­­­-­--------­­­­----------- ---'--------17 -'---- .­ . ­ �5_ REMOVE EXISTING SIGN AND POST AND SALVAGE TO THE CITY YARD. A-3-A_________1_-__ _­___,_­'_,__­ � I �_ - I -I- I I I t I A I I - I - t ____ __ — __ — __ __ , __ I 11 I __ I I I I I I I I I I I 11 I I I I I I I I I I I 11 I I I 11 I I I I I I I I 11 , I I I I I I I I I -1 " I I , I , I I I I I 11 I I I I I 11 11 I I I 11 I I 11 I I I I I I I I ' ' I I I I � I I I ----I------------------ ---------- I __ I I ______ I __ I I I __ G_ CONSTRUCT P.C.C. DUAL RAMP RETURN PER CITY OF RANCHO CUCAMONGA STD. PLAN 102. 1 __________ I I I I I _�___ I I ­_�­___ I I RELOCATE EXISTING TRAFFIC SIGNAL, PULL BOX, AND ASSOCIATED HARDWARE PER TRAFFIC I I I I I I I I I - I I I I - I 11 I I I I ' ' I 11 I I I I I I � I I I ' ' I I I I 11 I I I I I I I I I I I ' ' I I I I I I , ,, , '', , I I 11 I 11 I 11 11 I I 11 I I �a_ I---- __ � - - ___�__ - I __ I - --- _____ _____ _____ - I --- - I I I- - I I I I I 11 __�___ I , , , , , I I I I I 11 I ____-�_ I - , SIGNAL PLANS, PROJECT SHEETS 27 THRU 30. 1 t I I I I I , , I I I I I I - __ I I i I I I - , , , I : __ I I I I I I - I ___ - __ --- __ ______ - ------ ________ --- I � I I I , , , I 11 11 -4-- I I I REMOVE EXISTING PULL BOIX/HANDHOLE AND SALVAGE TO THE CITY YARD. , � I ! I I I I I I I � I I I I I '' I I I , , , , , I 0- ------ - I I I I I 1-11% i ____ . _____ ----- ___ _____ --- ______4_ --- I I I I I 11 I I I I I I I I I I I I I I I 11 I I I I I I I I ­ I I I I I I I I I I I I I 11 I I� I I I I I I I I I I I I - I 11 I I I I , I I I I I I � I I I I I I I I I I : I I :1 ____L_ — 77— I I I , , I I I , 11 11 I , - ' ' , ' ' I '' I I I I I 11 I '' I I -1 I __ , — 11 9 I I � I I I :± - 11 I 11 I � __ , I ____ --- QZ�— COLD PLANE EXISTING A.C. PAVEMENT MIN. 0.15 . � I I I I I I I I I I I I - I I � I I I I I 11 11 11 I - I' ll I I ' ' I I I I I 1_T_ I 11 I I LL , ---T---- t . I I I I 11 I I I I I I 11 I 11 I I I I 11 I I I I 11 11 I I 11 I 11 I I I I I I 11 I '' I I I 11 I ' ' I �5_ CONSTRUCT 0.15" MIN. ARHM PAVEMENT OVERLAY. ______j_ _____�_' - ------------- - ---- I I I I I I I I I , '' I I I I'll 11 - PROFILE SCALES- I 11 I I I I i I I 11 I -I 11 I "I I I I ­ I I I I I I - I I 7- I I I ­ � I I 11 I I I�, I ' ' I I � I I I I I I I I--I I I 11 I - I I 11 I � ­ I I I 11 I 11 I I I I I I I I I . , I I I INSTALL 2" INTERCONNECT CONDUIT WITH PULL ROPE AND #6 PULL BOXES AT 600' . � I I I I I . : I 11 � + � _______ ______--- —— — ___7_1 1 1 1 , I � I I I I I I I I I I � - I ____ i 11 I I !_ I- I I 11 I I I I � I I I I I I I I - MAXIMUM ON CENTER. 99 i _____�__________ - �D_ HORIZ. 1 =40!' t I I I I 11 I I I I I I I I __ — I I I I I I I I I I ____ 11 __ --- ____ I — I --- � I , '' I 11 i 11 I I - 11_____ I I , ND COVER / M.H. RIM AND COVER TO FINISH GRADE. 99 _F1 I I j I I I ''I I I , I �1 - I 11 — VERT. 1 =49 1 I I 1__t__ '' @� __L_Lal _i_�� I �D_ INSTALL I(PiOW LUMEN H.P.S.V. STREET LIGHT BY S.C.E. (PAID FOR AND COORDINATED 158 0 159 160 161 162 163 164 165 166 167 BY CONTRACTOR). CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY MISC. FACILITIES I �_ I _,"j 11 ­: � � I �� ; K"�, SEE I ST, 14 11 � I I I" I (INCLUDING CONDUITS, HANDHOLES, PULL BOXES, ETC.) AS REQUIRED BY S.C.E. : I Z, � I 2 � , ; 1 i I V) I - � I �1, � K '' � , � � I � I ," � .1 11 I ­ � � 11, I �`, I I I � 11 � I I ,_ I� I I -r Av-rn 9, -Z-7' oi(Gp r->65-r e(,6cTrzcGtep_. I I .1 I . � , I I I � 1 WITH 8 mAs � �40 i : � � � � I i : � , I � t I I I I � I : ; � � I­ . 1�_ 11 I 11 I � � 11 I I � I- i M I I ; - "I 4 . 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"­ I CIVIL ENGINEERS 0 LAND SURVEYORIS . - ''. � � � I: 1� 11 I I � I I I . � ­� !� � : �, � ��� ,,, I ; i I I I 1,'. . ,I I � 11 I � I . , i " �," .�, , I i I � " 'e, I , - - I . � � � I I � "�­ ,� I .111,�_11,11_1­.........�, I � � � I DESIGN . 1 I , , , � � I .I � ,` I � I I " �� .1 I. I � I : - _T,� , " I I I I i � , RALPH'S L '_�, J�'Ili I - 11 I . � 6 � i � I I �11­ I'll­ 11 I I �,.-_ ­ 1� , I _ - � � : " I " ,� 1�1­ 1� 5 � � I 1 � � � " �"­­J. , 11­11�1­ :1 I I I I �, � � i-, III ,- , "I �� � �� I L I I I I "I " � 1, � � I v 1 � �,__ .,­, -1, ! �! i ' 'I I � "� , -,��,�,-,��-"�,-�,-L"-'�"�-" I'�",,--,.�!..,--,"�'�..--,�.,.,-"�� : I I I ; 11 � I I I I � � . I I � �I z . I 11, �, _� �- -13 TRADEMARK STREET : I I , � . I I I � �14i` � 1,1111-1-- I �'j "�� ,'�_ I I­ . � ; I � . i � I � ,n '� � - � 1, " ,;L_", , , 1 "i I I i1_1-? 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I I � � I � ,�, — ,� I ­ I �� . 11 � I , 11, I I 11 I � I ­ I "I I ,��.1, �, I . ��­ 1.0 I ;: 1 . ,�--'' '-':�-- -� , �: I? z 1 , I � � I ­ I - I-11-1 � ,I � 11 11 j.0 1-1 11 1_ I � � li � I 1. I,; � I i � / �,�, I "I I � �,�, I I - -11 I I I ? ��, � 11: . , � , , ; � i/,;, I� �_'' '.1 a, CHECKED 10271-B TRADEMARK STREET DRAWING No. � "� � I - ­­ �: � I I� � L ." L11 i q ; I I " " , !: I � ____ - � I � I , I � ­. ­ �� I � � I � -,,,__.,,,1, I ­-, I � o­­­­­_�......" - I �1, ­ I � � � 1 1 1 � ''I � .- 11 � � I L I � 'L I DANI E. GUERRA J., DATE � � �L11-11,11­1____ A� � w--l-l", I � 2 � � � � . � ,� /� �.1-1" " � 1'1__,__j RANCHO CUCAMONGA CALIFORNIA 91730 -1 � - ii, i -1 � 1, - � �, I " I , � � i ! � I I - I I I , R.C.E. 224 EXP. — PH(909)987-4306 FAX(909)941-1528 — 1885 1 PROJECT Sheet No. 15 of 51 '� U . . 7""7 - - 7F I _____ _ S - I ... L, _____ I I ___ _ + 00 Owl- F=�C= 71 11V �� � - _T__r ;;;� 6 7�7 N FIFF TA M j � t )JR , I � __FEN( __��__t9j I _',�� i I kB ! 1� i I r 4 -AS ! 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I 1-1 � _________.________________ - I-- I I 11 I I I I----t--- I I i n�t----------------- 11 I I I I I I I I I I I I - I I 11 11 � I I I I I I I I I I I I I I I I I I I 11 I I I 11 I 11 ­­--1-1-11,11__ I I 11 11 I I I I I 11 I I I I 11 I 11 I ''I . I , 1; �1,1 ; "I I I I - 11 I I I I I I I I I TOP OF PRO FENCE-1`1 I 11 - I—-�� ;� � t� Lp� , I I I I I I I I I I I I 11 I 'll I . I I-- I I -1 - I - - I I - I I I 11 I - I - I I I I , , I I I I I � I I I I I I I I I 11 I I I DESCRIPTION: 2" BRASS DISK IN CONCRETE HEADWALL STAMPED "CITY OF RANCHO CUCAMONGA BM 10056 1987" AT - I ��! : �' X 1 : I I I I -----�,---,---�--�----.-�,-"-��-..�-,---,---,-�----,�----.,- ,-.,---.-,_­_­_ -.--..--..-.-- ­­­­ ­­ ___.,__ __ _____­._____ ­_­­­ ­ _,___,_______._ --.-,----".-�-�-��"--"--�,--��____ ____ - ���, ---A-- _________ - ­,___,_­-I­___ I­­_­­,___,_­__,­­_­._,n�-- C01 ZF-�,7�,�-----�'-�-'-----�-----'----.-,--------�----,.--------------------------�-------.,-----.,-���------,----,--.,--,--,----�-------,------�-------------..,--,-,------,--------------------------,------,--,-----"----,----� .T�_-____________ -j- ­­­ NORTHWEST CORNER OF BASE LINE ROAD AND HAVEN AVENUE, AT EASTERLY END OF DRAINAGE CHANNEL WALL. 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I I I - -1-11-1-1-1 _'' -J! � :1 ti V �i t , �;",ti. !� � I I I 11 I I I I 'll I 11 11 I I --*------- I I � T­,� I I 11 �; � i !� t; � I I 11 I I I -1 I I I 11 I I I - '' I I� � I I CONTRACTOR ro 'VERIFY HOR�IZONTAL, & VEF'11%e L LMLPPXIO� - I �',t i `1 I 11 I' ' !; J� i� ,',� �t � I I I I I � I I I I I - I I I � �; 11.1� ; I I I I I I , I I I - - I I I I '' I -- I � I I I i -_ 1 ________4_____, -- ,� , ,; 1� 1, �_ I �! � . '� _LL-LiLL 16& I � --------------.---.--------------------- -- I I - I I - I I � L, I - I I I I 11 I I , -- , I 11 I I I :t ��,1 ; �, � I I i, t�, �i �i i� ot,: I. I I I I I I I I I I I 11 - 11 I I I I I I I I I ' ' I I I I I I , I ____ , I -- I -, -C"iF ., ti 't 00; 0 �� � I I I I I - - I I I - ,I ,I , -1 I I I I I I i�' " , �, 'i � � I ___P`R10�TT_SURT_0F_C% W.__ANT_D`W,M,NCY 5HALL 11 I . I I I I I 11 I I 11 11 I I , �d �i �� 1� : il P� i� �� �! __��,!� :1, �� !��il� ii i� i� �"'A �� �� �,T I I I I I I I I I I -1- I , ,1 I I I I I I I I I I I I , '. ,� i[ it �� � t � , If 4t 0�_*, I I I I I - rj[w I 11 - I I I 11 I I ­.---1-­­- .-I- I " , , , (f �� ,t + "I i� ""�' , ,� �i LL ;� �,, " �, ip, 'I �� �1 %� � 1�^:. . I I - I - -1 11 � -''. , , I I � I I I I I I I I I I ,� , I I I RE -Ar -M _____51.4 0 — i I —I ____ ,_�', A 1— —_ ------------ — - — T -BRaWHT- -w . EER. I �i � IM-1 ;z �� ,� 1 1 1� �, I � I I I ----,, - I I I I I I I I �_ --_ --11-11--1-11 i� �� i�A_!!, !�,!�i� �� ��,iT ""i !� � P� 1, L � i! 11 �i ,C) I I I I I I I I .;, I I I I I - I 11 I I 11 I - - I I I -11 I - I I I I., - I I 11 I I I 11 I I I I ­­- ­ ­­ kif i . .;� . I'll � I NOTE REGARDING EXISTING UTILITIES 11 t � 4, ;� i i� �t i� I I I I I I TOP OF E I ST. WALL- I - , - -I - - I I 11 ' 'I -I I . I I I - I - I I I� I- I- I I I I I .I I I I I I I . 4 n�-I , I �� � I" , ` ��j 11 ' ' 008 y;i � CN , I I , I I �� I I- I I I I � � - � - � I I I -_ I I - I. �, I I 1 , _____ - _ I ___ __ - I I I I I I - I - I I -17 ___ '' - U� , _-L-b- ' ' - wjm!_ -----. ------A-- _____ --- _____ ----- I ­ 11 I -_ I I 11 11 I I I - " J__ - I I I I _1-1 -, i� il � - 11 I I 11 I I 11 11 11 I I I , �7�11� _"�_V­�,,_,! , ` �t ` ij R �i , V Z, , � 11 � I , "� Of� P1 )R.ii 1, I I I I I I I I - i� L�' � `,�,,i� I TO C , I I I I 11 I I I I I I - I I �[ 7, -T�r , 11 I I I I I � I I I - I I . � I I I I I - � I - � : , 'I I 11. 1 - I., 11, ,� ! T It, I i� �� �� ,,,,,, �,,,i,,, 1""', �.L_L, �� I �� i �,, 1 , I I I I I I I I - I: I � I I I I -1 ......... i tt�'1111_'1_: I'll I I 11 I I � I I � I I /-TOP OF PROR. FENC - . - - � - ! A��_I,_:_ I � � __�� I I I I I I I I , , --- ____ - --- - I i I j _; - :LF,Li_LLLLL__LLL_.�1 ,, 1-i, : ' `_:� , �� ___ , I : I - I , I 11 I I I 11 - I 11 - , , � " " w , t �� ; �� �� ;� � t� "I � fl! �� �i t, _�H,�� ,-�, qg '; I �_______ ____ THE LOCATION (HORIZONTAL & VERTICAL) AND EXISTENCE OF UTILITIES SHOWN ON THESE PLANS ARE , - I I -LA101. F.0 LIAJI �11.1, ''I - I 11 I 1- I I I I I I I I I � I I I I WALL APPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS. I'� __ - 11 I 11 I - M - �I'll,I 000� I I r_____1 � - --A[.W , I I I I -t �r I I ;�; ',,,T-,] I !N i t� ii !'I" �� i� tt !; i' '! �t I 1� 1! �� ii ��;� �� !! 01 !,,O �;, I I 111�1_11.1�' I f I -_- I--, '", -_11.1 I " � �, �, , �; �� I o: �i�! i, !� �!,� .1 � , -1 ..'r I I I I I I I 11 11 I I I �� ;; �, I :r '11- Lr 1 1; ;� �, �� , I I I I I I I I I I I : it �1 !I-;. :� �, I � 1� ,-� : Jul-- I i 1' - � - ,t !� 11 t: ; �, I- j , i� � � -----�--� - - -_ -_ -_ �_,_­,�, � to I —— ---- —0-----4- �i I ,-­�-��-� , I — ] - , I I I I I I I I I �, �� ,:_ � i� I !,( : 't; � ` ;� ;� 0, i t� i 'P I I I 11 I I 11 I I I I � it i, �' ` 17� �i i� � ii Tli b �V!!�O ,",OSEC I W' 1 -�J�T V_ I I 000w__ _._� I . I I I 11 I , I _!� �!!! �i � 1,!i , ,; r i; ; � I ;, i t� �� i� - I !; �; ;k,,','_J;­.,J�_t­ ­�­, , , , I I I I i; �� R it , I , 00000 THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROUND UTITLITIES (WHETHER ''- , , t� - I I , . , � I � � 't � , � I I I I I I I 11 P.V I.=11356,57, - I �-��,-�--..�'..�Iz,�.-�,�,-�.-,: ; ,�,; 0 ,! , 1: � �. � 11 � , I ,� _____________1____ I , I I I' , ­ ;� ,, �, I �; :; - , i,1���,���_ kLU.44to � _�� I*. - / i I I I � I I , I ___1- ---��-'_, � ii 111"; i� i )�:-_��;j � I I I "I , I � I L� � -!:-- ___ - - - N, � ,� � � 11 -� 11 -7 __� : �, — __:,�::, W-7 —R!!r— __ _. ____ —_ --- �� . 11 t.,�: ! t -11, I - I I —-----—1 - ,I , I 11 I I I � � " ,; i .1 1__;L�t_-�, , 0,0000 I I I I - I - - - _1-_-___.-1-1_ �i �� �� !�� �� �:J �t 11 �, ii r �i � i ?� i �I I ­ . , -J," I --- -.__ I I I U , - -1-I I 1. I I . �.'' I - I - I - - SHOWN ON THESE PLANS OR NOT) TO VERIFY HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO " � , � , ! � I I �! �; I I , I I I I I I T9P OF PFOPI FEqCE-1\ I I I I �­�� ,� �� It 'I �1 ,� ') ­ ,� ' I w , �� , � 4 �� ; ___-, 0000,0 I- I I I I _­­­- , - i i, ! � � yF I I - �� �4 - I I . - -,t , I I I I I I � �,� � , t, �� �� ,� i�6 i i, � �, �� � , _�_ I I , �f!,- !� ;�!� i� ��e -i M I I I - 1, . :1 11 11, �� 0000" -- 11 11 I , I � I I I I I I I -----.---------- . .� tl � I .__ ___ __ — — I-: ___k__ 11 ,,- ---=— ___ I I . I [ 1, , . , � , -:�::2;w��6---!10-����, -1 Li�__ I BEGINNING CONSTRUCTION ON THE STORM DRAIN. I - 11 ! �.­­­11 I ! I � ,,,, ,ttt i� � _� -1-1.-.1-1--l-I.-......___'� I _�__ � I I I I I I I !� �i �� ,��,!;-_! �� ; I - I 1, , -�­,...�,I I-VI ,, , � , " 7� 1 1 1 1 � . 0 1 I i i�:� P I I I - I ; "� it , ,, *! 11 I I I I I � : , 9 ;� j , ! ;W �, I �� , �t , I I i -- � :*", :t : � '. �i " ..� �i �i P. It . ,, 1�6 - w � - . M , I I -- I i:_ I , �� I ", , � - -_ A ­­� i �; �� �,t� " Lx; I I I ' ' I I I ___ ______ __ - I :� i :1 �, .�� I �4 k*j ___� .0- I I 11 I I -1 I - I - - I I � I � , I i:.j Ili ;­, -j ) 0 " . C)__ I I I -1 I -1-1�_7 1 �161 __ I I - ��,�-'�'-'�:.""",�,-:���L,�,---,, I ­ ­,, !1­11­­=:� ­_­ � , I I 11 I I I I I L��L.LL t, 11 , '' � ; ,, , I � I I �- ­=:­ �i �; ��j !,M�yr; � , t � T I I'.-- �`TA-11 __:�_ _�_ -11-, I !� i " , I % I 11 .r I : �! 1, . 11 1 -I � �i -I,*- -_ ,_ wo - --- . � ; �, I �� �1,0 it �;,�� . ,. gz_ I . I I I 11 � , , ,- - ­­�' " _' " �' ' " ' I , �� , , 1, "Ile, I � I .'i �! i� ,� �, j " , ' 'I I q j ij !� �i j� �� !�� ji j; �� j� !� �� ! �� !� I " , It Q , 11 - - , I , , I L_ 5 CD � I I I I - ,­­ 7� �� �1:! ��! ly �_ ,�� - 4 1, il?: " , I I --J ,z , I I � . �i_ -- 'I-- �R; � �� ��� Z , .; i, _..�.-- , I I 1-r-1;-----�1-A-t­­­Ar ­, �1 t � ii ���i !i ! �, r� ' ' �� :��;�ow- I ,�,---N TOP OF EXIST. NAL Ii! P� 3:t� , � ,!" : :z - .- U , Cj - !; I I I I . �� 'j �� -_ , n� ql � !:!� � : __ � � , .11, � !I �! 1, i, �� it 11�,� I- I I I I I , I I C 11 I �rV f",IS-) ______._� g�­_________ �,_�,l!"-4 r� �� - ­ --/-,_'_ ;______ __ � 1 4_��,-�11_41_� I , , � - ; , Q_____- !I'!.-- ­­.- .---__ ---=� ,� !: !� �! �� t� , �1 � �� �! � , , I I I I I I I - I I � !i i",i� il � �< - L 06 1 , � � , ,4 " -----.----.----,-�-"---,--�-------�."�--�-�--�,--------�--�--�--- ___- I.. ­________.__ , "� ,,�,� 1! i�.,i�',��v i� �� i -, , ____� x -1 I I , . , , � I 1 � I , "�CF -, ) -, L i;i , , I . I �, . C" /,- -10 . , , - n __=-_ !; i� � " i� ;� ' , i - I I ---I- I I � �i i! ;1 �i ,t i-oiq ., , -1, �_ I I �� ;.,*) E S : _t A o lk I'll � A t� ;,,,­� ': !� , � �� It �i � �i �i !� ,t , � _ . , � ,, �; i �� i! �t ! " , , '', , I I t"T, �� � i! I 9, _ , ; 4, 11 �� i __­4 - w _ ; ,�� - � � � I " ;�' 'PRDPO FDt �" , I _�__ - L I , , , � , � � I . I k w Y�; �t I , ,___ ___,-,�, - I I ''I ____ -1 - I - _� I I , , 0)! �� ; I I - I D ': , 'I , r - I I I -1 I -�� ," I EXIST. F.S, @ EXIST. W'L)' BE RM - t� I ----------- --T I I-1._-I - � 7 " - I ; � " ,. � � T- �'*t I I ___4_ _..."'00 _� ______ I - 11 I 11 . I 11 I 11��� , j�o��La �i �� �� i -, " I C_>___ - ,/ ," , 44--11 1 ---t - - __ __4�� ,4- __�- iL - 1__._._____.__._________ _L � _� -___—_­-'---7_1;��- , i - -6 Y] . - �,' �� � __Fz_4, "" , - - ___ :�_� ;�� ------. ----- �i i� :1 . 74 1 In I I— ( 4 CONSTRUCTION NOT I __j i , , I I I I I i� � :! ,!, ;; I I T.- .-% 0! ". i, , � _ !! ­jj�,"'.7-, �_ I I I 0 ii 1i �� 001�.�! �t CL11 � �1 11 �_ � N 0) I 11 — I xi I /_ � ' ' I I 63 1 , " " I I � I � I'll � I I I 1-11 I i . .! -,. ;; 1 �6 '1�� �j G 2 � �, ;� "" � . � I " , I I I I -1 I I I I I ii �i,"i � i� ;;; : t C6 M 'I %-- I LO I 11 ; it � ; 1� I I I I � I I I -I I ; �� ! I ju �r, " , , I I I I , , " - i! i� i:I ' � . _ I , , .. , , Li-, r,,,, _r_ — _ - -�-1� .0% + 5 le% - —— ———__ I r, -�......�,__­ �� _-- 4--l- 1 P� �, " r !O�' �� 'e'j F ,1 � W. I 11 1� � t, I I I I I I I I I I I � I I I I I I i 11 �t 4., , C I I 1�. , , i I 11 , %_ L;;;; - � --- �i �� �! ,,,�, I! �! z!:�� " , - : : ,:­� !; , !T ;� � i I I �, � �11 � ,� , , 0) ------- � 7 , I ),7-?--, V I 1 4� CONSTRUCT TYPE A2-8 CURB AND 24" GUTTER PER CITY OF RANCHO CUCAMONGA STD. i - :: ;I �; , I . I � ____ ,, � I 77-, � � � .� �,1�� � t; ;� i� ir , .. � I i, I � 000-0 _._� I 11 I - I I I I 11 - I i� ,; I __�_- __ __ - . , ,f IU)= I I � � I I I I I I I I I I -_ - �t ,� 1� !� : to I I - 7N' , '' , , , I I '' , " I -W'LY ME IAN T B.--, I t; � � t, -0 V I I �_r-) -\ I PLAN 104. � I �� m I i, I —��7 t, ­ ­_-7- --7---�j 000' I I - w i 0 W) � ;;-� .i I � I il � , ,� � � __ --�, - il � � ; �: il � i! ��hl, I I �, . - I I 4 ,� �:.�Tk� � 1 1. 7 � ill X)Vw � 1! _�, I'll, ­11-11111 :� ;! , i, �: � �:%,j 1. L�' i __� .- �_ � � P_ M r tn r` - k , _jtt., EXIST. D --- ! ! I 11 I �, I 11 " I I I I .._� I -1 I I I- I 11 I I 11 I -111 - I ,_ I I I , I I I 11 I 11 ,I I I '�* � - I � - - " h - , � I '� OOWI- 1� i 7i,-� -V-1 T't,.1 fln I %�� "' ---10 .-o '. , / _____1 , , ic 11 -,-- � V_ I i t�, J_,� - I - ____ -_ _­_ -- --- ,q, _*g - I -" �', I �_ _ __ I I , �t " , - - I -4— 11 ;� , � 4� r , , , �r -V'w_T__ -_ I I I I I I 11 ..,., ,� 1.t � . I ", ,i -z", ,:_ I ''I I :�:�' - I I I , , � ; �� !� , -,t!�__ I',' - I ''I 1-1 I I .- � -_- - �� � 11 11 � , I' ll I I � I I - I - ==== "'-EXISIING ivy L CONSTRUCT TYPE A11-8 CURB ONLY PER CITY OF RANCHO CUCAMONGA STD. PLAN 104. 1 1 1 1 1 __:_--'--____1` - I ,�_ I ; �,� � ;�' �' i; �� -1 Lo - �_ I --- .010000'000000 I - I I I , ____1 , , '' I - I , I - -1-- - -1 11 - j I _.z �; 4 1 1 __1 , , - : I I - ; � ! � --- I--- EXIS"I� f.b. W�ST- U�: rALL7�� -_ - I 1.U. I I -__4__- I p �� 9 I � i I;f I I I - I I �0.5-1 r/, -_k� , I _-__x I I ; ii; I - - a �jl �&_ ___ - It � -11 __� __ _�, �; 11 �- - I ,�-;- - I I I � I V�__ I I , " " � __C)L______r_ � I -I-- I� I - _�_� ii I- -_�,-_ I --+---- __� -- � \ _1� -V7--_ - --- I , \ t , !I � : I - �______j, I'll i ,__ I , 1� "' I � ;_Ow� I - I r __ 0 -I � �_ I I 11 ` ,1 I ---" - I I I I 11 I I I I - I I I I I I to I— I I _;00� I I I .;� I --t-_�T , � � I ,_ �, �,` �, f *_V_ .. I I I I �- I I I I I - -.( 00w ­_ � , �, �, I , - - a I- - - I 1 "9 � ----A ___', _____ [ ____� -2 0%r �w .­ , --.I- I I 11 I @�— EXISTING A.C. PAVEMENT, A.C. BERM, P.C.C. CURB AND/OR P.C.C. __­__- � -_ _��_====--- -_ . ____1 - - -_ - - ____ --+---- I - I -_,_.___�_- - �s 1 777\ 1 1 1 4- 4: 1 11 I I I I I , . I I _� I I I 11 I I � "W., I I -T� I % I I I I I CURB & GUTTER. SAWCUT LINE SHALL BE MIN. 2' FROM EXISTING EDGE OF PAVEMENT OR __ __ ____ �co ;% I -- --- __1 I I ­-, I I I I I I I I 11 I _�� 11 I 11 I T'"--T-�7 1 1111�- � I 11 I I I I I I � I "I I I I I I I I%-. I I . I I 11 000- I , I �_ -- _'.,_�, I I I I i _.� I I ____ - -_ - �!�__ -_ - --- CIOF-- - I - � I -1 I . I I ---��- '' - I ___1 11 I I -��, — I I 1 __7_____z --- , __—, , , , TOP OF A.C. BERM OR P.C.C. CURB. I I I I ;;�;,� .---'7 .- I � I I I I I�',__" , I I� I I I - I I I I I V_" I - I : � , - I - I I I I I - ' '�--EXIST. I F.G. EAST :OF:\NALL - T �__11 I - 11 /� I � I I - I - - _____ - . I 'I - -_ I I I I ____ � L0 /111, PROPO�SED W'4Y T,C. I -T . � � I -____;;�- - - I 11 I, - � - I I I -P---' _____j - - __M!n_:_ i,"xis'r. F�S. -@, EXIST�, WJLY� ERM-) W, - _/ - - - � - -_ - . -_ � I I I , _07- 1 1 - I I 11 -�-, I 'L( B�RM 1 - -, ______ - ___� I _ _____ _:_�;;� ______ - - - - 11 Co7 ,i- I I I , I I 11 %000 P� F EXISTING MEDIAN ISLAND HARDSCAPING AND LANDSCAPING. REPAIR �_ I I I __;;�;;;;;I __---- � I &_ 0 1 ;;;�, I 11 ._`__�I !S. .@ EXIST. W ,I---- -_ , I I 10 I I I I I I I I ,::� - I -_ I I I --I-, I I � � I TO P 0 E)I ST. I WA LL- � , I I I I , + I I OR REPLACE IN KIND AREAS TO REMAIN DAMAGED DURING CONSTRUCTION. I I --Art-- -- - -. 7; �_�_ ____ - .____ _______ ____ --- - ___________ - -<-- 000w I I I_�;_�-, I . I I I - , ' ' , , I 11 , '' , , I I I I I N7,01;4, I A - V7 , ;�� I 11 I I I ' 'I 11 I __� I I I ,­_ I I 11 I I I I I I I I I _1/ I I -EX ST. F.G,I.EAST OF IWALL, I I � I I 11 ''I - I I I I II--1 ll,_ I I I ..- I I TOP OF E-1 7%1 b I. ALF- I - � , I .--I- I : 11 I ,TO 0: PROP. W LL / � I I I I I I "I I I I 1@10% M ;;O� . I I I __ I ___ __ __ __ I____ w 0 Lj. ;�_7_ 1 ____ ____ � _________ --r!S_ - PER CITY OF RANCHO CUCAMONGA STD. PLAN 1 1 9. 1 1 - __ I ;;�_ __ I - I � I 11 � I 11 . . I- I I I I I It, , I , I-----_____ I I I I I I _1- - I I I I 11 � , I�_, I I I I I I - -]� ,w_w e— I I I I I I I I I 11� I I -�, I ­­­;,�� I I I ll I I -_ e � I I I I I EXI ST. W'I.Y MEDIAN T.B. - , I , �1_ �__ � 'd � - - _��­­.____-____ �� -1____ -­=_ - =_ ____ _____________,__ ______,____ -_______1__________ 0----,-.-��--------���------.-------�--.,.-------�--�-�----�--,.--,---,-�-----i,�-.- ___�- L _;,�_- ___�­- _____+___-_ __1_________________________ - -- Lj. _____L�. ---_I--- ____ - "I -_ z __j I , I I I -1== I I", I I I � I " ,;�� - I I - 11 I 11 I I 11 ---I-_____ - ---------------- -,�­­'­�_, I - -- ____11 I I ___.:�_ I I -;zl� I I I I I 11 I �,,�,� �, I I I I I I I I I I I I I I .w- --1 I , "'' - 11 I I I- I I -­ I I I I I I 11 I I I 1, ­1-11-1� 11 , "I,'' I / ,, ,I,I I ''I ,11 -�I 11 I I I 1_"\ , 11 I 11 1. I 11 I I I I , , I I ;�__-,-w-� I _____;;;;��­­ - ­ ________________ ________________._"___ __ _ - CONSTRUCT P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLANS 103 & 114. --V' �,_ _T - _ - ___ - - 11 - 11 I I I .<- I E - -------------�1 � 0 1 wl Y_ @�_ - __W L_ - I - � . _.�,............­P ­�; -------- _�_______ I I I /--% I 1__� I I I I I 11 10,011, I I ,-�,,, I �� I - 1 71� -_ --- I �;;____­� ���� CONSTRUCT 0.35' A.C. PAVEMENT OVER 0.50' CRUSHED AGGREGATE BASE PER CITY OF I '_--_,j---_- I I I . I * C I I I I 11 - I - I - I I _1� I --- _1"111 I -_ I/ .#_ La ____ -____ _____ ------ -, -_ I I I � _:�+ , ______ ______ TD. PLAN 100-A. :W-v I I I -_� - _T _+ �1� I I I I 0 .11. __j ____ __�_ I r- I I A- I _W__ to-% --I--- ._;____.e=�_-_ &-Ila 'IST I F G� I I I t_'_',I, , ,�, I . I I YIST. W'LY MEMAN T.&:::�s I I I _-�_ I I I I I I Li. I I I -_T_ I �j -�-EX WEST 'OF I WALL I I I I - I I -, I I 1 -4,; 1 1 _-.1 C ,p 00�_- I - -- . I -I I I I I I I I I I I I I I I I � - &A- - - ------ I f __�1�j ;11 --- ------------ i -- ____ I� - _ I - !:� - REMOVE EXISTING TREE. I I I - I I I I I I I I I 1.-_� , _. -11 I ­-1 I - I '' I I . 0 I I I I L) 04 LL I I I I 11 I I 11 I I I I I I I � � I-;;;;;I�__M- I -&.&a 0 �g . [,,.-," LO I I I V I �.O­_, I I I I I I a I 10) �_ I I I I I �S__ _____ I I I I �11EXIST.,JF.G. EAST 017�VAI_q I � - I . .,_.­_ I � I ,, 0 1 1 1 __r� I . I I I - I � - ___ ______ __ ----= ____ - --------- ________ _____ I - I I I I I - I I I I I I I I I I I I I .1 , I I . � I __� I I I I � I � I I , I - - - -_ -_ -1 I "I 1 C " (" I tn V I ._­_� - I I I I - 10-1 �_ 0 1 i - c7i 2 tn 5� 1 1 1 1 1 __--T I I _j __ - I- --I- I I 'off � --I-- I 11 I I I I I _-.i,_,�,.__�____ I ­­ I , 1� I . ",*� _C*___+_- I I < ��� a- REMOVE EXISTING STREET LIGHT AND SALVAGE TO THE CITY YARD. , I . I I __�_ - "I I 11 I I I I ��_ ''I I I I 11 I - I __1 I 3; >_ --------a ---I ,- V-9, 11 I ,-,----m- � I I I , I. I -------- 11 11 I -- I I INSTALL 16,000 LUMENS STREET LIGHT BY S.C.E. (PAID FOR AND COORDINATED BY I I 't" 7�� , '' 'IF I - I I I - .1 I I . I I__j , Cx 0 , U Ul) I ''I I I 'll I I I I I I - I I � 11 I I I I I I I I - L J ''I , _�_ ) Ul) PO I +- - I I I I I I I I I I , I ___ I I � I I - _.;�� - ------__rl ----La --------- ----.,"-.d - . I I I - I I I I :r ILIJ I 0— CONTRACTOR). CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY MISC. FACILITIES _�_ I t , I I 11, I 0__ _____ I ______ -_ - --- I I � I I I I I I r. 0 1 1 1 1 r...,C ''. I I 'i I �I I I I 11 I 11 I I I 11 � I I I I I I . I I I .�__ I I I - I I. - -_ 0 1 1 () to I I I I I-- Uj I I � I I I I . I 11 - I I I � 11 I I 11 (INCLUDING CONDUITS HANDHOLES, PULL BOXES, ETC.) AS REQUIRED BY S.C.E. ..- _� -_F I 0 11 . I I I I I - I _t­__� , I - I- 11�1 I * () C) I I C11 . I I - - , - �_ - ---" ———____C _!!!�_ ___ -- --!!!-————7�_ ________ ____ 16 _-- . wiTq s' rnA5T AV-t_6 9 ?,'?' H161-1 PCS�T F_LF_C7R0L1ER. I I I - I- I - -;a I cn � I- I '' I --- 1� I I ,.k I - I I I I I - I I I I I I I I I . I I I I EXI ST. WT r M DIA q T�D;-- I -r- 1, , , I ", , , ' ' , ' '' ' I I - i I I I I / , - � , 11 11 1,51, - "". ��& I 0 11 I -. I'll I 11 r__ __ - � I I I I I -1 I I 11 I I I I I I I I I 11 11 I 11 - 11 I I - -I I I I REMOVE EXISTING P.C.C. SIDEWALK. I I ._�' I I I - M I - a- I I I I I I I I I I I I I ____ __ - , , 4 I- ,- 10 0� , --iiow -- --- _,�� I ____ - I M - - I . 'I I I I 1 C,4 , �__ --I- I I I CD%� I� I ------C A#. -----I- F__ , I I I I I I I I - " /--,%�a I I I I I I �I I I I I I I I -1 I I I I I I I I I - - - ___ q, I ----- 114t I I 11 � I I I I I - - ' 'I I I 'll - "I - I 11 - I .1 I - 11 -----]----r , , " 'I - I I I I — REMOVE EXISTING SIGN AND POST AND SALVAGE TO THE CITY YARD. , I I I - : I , , 1 cz 45 , 11 r�: I r M I -��!00 , I I I I I : I [ .1 I " Ill 1: I - - - .( - I 11 -- -- , AN-OL � :j__ , V9 L_ ------- -_ Q�) , I , I I I I ", )� I %..P U; I ;Z� 00e _��!!!!� -;;�� I I I I I 11 I I I I 1- 1 � - - I "', - � I - - 11 I I .- . I - . ;m: . - - I � I - ____` - � I I I 11 � 4— 11 I - I I - I I // - r4l, ,- :,m I 1 7woo , I �_ � % % __j I I I I I - -��-- ____ ___ _____ __________.__,____,_ ;_ _� ft ,---..,,---.- ac --I-_-P!� ____ I——__----,---.--_________ -,-.-----�-.-.-.-----�----.----,-------.,--,—�-- .________._,__.________ - -,- ", - ---r;;-A-A 5c _1�__1__­_­,____ ______+__ — RELOCATE EXISTING TRAFFIC SIGNAL, PULL BOX, AND ASSOCIATED HARDWARE PER TRAFFIC I I I I I I � f , , 1 C4 01"_ �, 1w. . I- Uj --- I I'( I I I I I I 11 11 I I I 11 I I I ---------- I f %-0 I Lr- __...-��, - zzzz� N. I -I------,---- SIGNAL PLANS, PROJECT SHEETS 27 THRU 30. K) , . "I I _.� I 1% Up. I I I I I I 0 , if !��A__ I , 11 I I I I I a -1 t — _____ I __--.____1 ----I I I -� --j-3'9-47T-- __1______�� - __ ____ 50-1 fo----- - e______________.____________ __ - -j— T I __ � __ 00�1_ — — _�5__ I::: - --- I 11 — I � I _1% %.j I' ll - ."Oe ., 1, � ,, , . � �� I 11 I - 11 I - - I I I r I I I I I - I I I I I I I -1 I I -11, I - I - �I I I I I I - -,A 1 C31 CL , A I � -,r,n I _Uj , I I I , I S I , , I I I I I ----------- — _____ — ____ ------- - — _ _ — Q!)— COLD PLANE EXISTING A.C. PAVEMENT MIN. 0.15 . I I -11 I - I I I "I I I .�- --._� _L�0�___r I I -_ I , 11 I 11 I I I I I . I I I I ' 'I I I I I I - I I "I �� - 11 I I I I I I I ' 'I - I I I I I I I I � I I I I I I -------- -- __ - ; - - zza-- I I ____ ,I I I I I , I I I I I I I I I I I I I I I ,, >_ - zzz:z� I I I I I I CONSTRUCT 0.15' MIN. ARHM PAVEMENT OVERLAY. I I I 1 /1 L..O��- __I-r- -.0;;*� < I I I I 11 I I I I I - � I I I I I I I I I &_ 1,,,;� 100, I I - I I I I I I 11 I I I I I I , , U-i I I I I I , V) I I I I I I I I , I I I I I I I I - � . I I 7--- , 1,0011 I - - ___ ______ --t- -1 I � � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 "I - I' ll I - 00000 I ___ I � I I I I I I ''I I'' I I I I I I , - I I 11 I I ,I I I I . - I I I 11 I I I 1 82 INSTALL 2" INTERCONNECT CONDUIT WITH PULL ROPE AND #6 PULL BOXES AT 600 � 11 I ------------ - ___ I I I I I � I -in -- I.,- I / I '1001 I I I I 11 I I I - I I I I I I I I I I I I I I MAXIMUM ON CENTER. I I I I I I I 11 \ 11 I I 11 . ____ - --- I __d____ I I I I - - J1, . r1l" --@�-------------- I __ I I I I I I I 11, - 11, I I I - - I I I I I I I 11 - 1 I I I I I I I - 11, I - I I - I I I I I I I I I - I - - - I I I I I - I I I - I � 11 I I I I I I I I I I I I I I I I � "T_ I 11 � , I I _j I I I 11 '' I _ T , '' , , , , , , , , , I I I I I I I CONSTRUCT VARIABLE HEIGHT MASONRY RETAINING WALL. REFER TO WALL PROFILES AND I I I I I M ''I I I � I I 11 9- I I __F — � A0 _,� I __________ ____ --- I --- I I --- 11 I I I - � A' . - , '' , - % - " I I I I , ' ' ' ' , . , 11 I ' 'I I , , ' 'I . 11 I — ' 'I I I I I I I I I CV I U_ I I I I I I I , I I I I I 11 I I I ' ' I I I I I I I I I ] 11 I I : (f 0"",001%pl i I I I I I I I I I I I I I I I I I I I 11 I I I DETAILS, SHEETS 21 & 22. 1 1 , , , , I I I I 11\ � I I -""/ I - I I I I I I 1_11�L � - ___ - - I f I I ----C1-----------4 ----____ -- __L_____ - ---------- I I I - @�­_ I I I I I I I I Uj I I I I I I PROFILE SCALES- I 11 11 I I I - I I I I I I I I - 11 I 11 I- I I 11 I I I 11 I 191 '' 'A I I I I I I I � I I'll - - �, /I � I I I I 11 I I 11 I 11 I I I � I f 11 � I I I I , 11 11 I ' ' I I I � RELOCATE EXISTING WATER METER BEHIND PROPOSED CURB. 0 - , I I 11 I 11 I '\�11�- -\ I I I nz - I I , I I� I I I I .1 � \',�__ /\ ,"',, 7C- --- 11 - I I 11 I I I I - I I I I I I I I 11 _t 11 I I I �I e�_ ,____4_ 1 . I e- I I I/% I -- - -_ I1 1 1 1 1 1 1 1 - - I - � I I I I - I I I I I -_'111- - !!�� ,\',—__--t7z2�- 11-1 "N'_- � a- �__,�,��-1 I I I I ,-__�_____ -_�_Z_ - I - ---", I - I I I � I I � I I - I I 11 1- I - - "I I I . 11 I I - - I -1 I - HORIZ. 0 1 ,, I I I 11 � i I I I � >0 _'__,�, '111_1,�­ 11 I ---_�__ 0 - 11 I I ___� I 11 I I I � I I I I I I I I I I I 11 11 -I I I - 11 I I /--X __ � � I _T I I . - I I 11 I , , , 11 - � I- I. , 1-1 . " I - 1 I I I I I - - I - I I - � - I I I I I I 11 1- 1 I I - - 11 I I I - , I I I I - t-' - I I I 1 92=4 ____ . ___-, ____1 Q::�� ____ -- - I __ I _. �2� ADJUST VALVE CAN AND COVER / M.H. RIM AND COVER TO FINISH GRADE. 99 1 , VERT. 1 =49 ____L__,___�___L_ " I I , I, I - I - 11 I I � I I I I I I � I I I I I 11 I I I � I I I I I -� .L-.-J--- I I 11 "I I -FF-- 11 , I /-,\ �� REPLACE IN LIKE AND KIND EXISTING LANDSCAPING AND IRRIGATION FACILITIES DAMAGED 167 168 169 170 171 172 173 174 175 ; 176 J--% DURING CONSTRUCTION ACTIVITIES. I - � ' ' 40' 0 4W 1 Q2�— INSTALL 3" INTERCONNECT CONDUIT WITH PULL ROPE FOR FUTURE SIGNAL POLE. ' 'I I ____ , � __x i - � �__ I "I'll, _1111­1­� I ,_N / - I�', ** DRAIN PIPE IS GRAPHICALLY DEPICTb___ON­WEST SIDE OF EXISTING ,WALL-FOR� CL40ITY . , _ ­­ I 1. - 11 �, P4 ,1 � . I � , — CONSTRUCT GREEN � ­ ; ­ � .1 ,�� 1_.� I � � I I—— � 0 . " I ----------,- Qj� , 4.67' HIGH WROUGHT IRON FENCE ON TOP OF PROPOSED WALL PER CITY �4 1-1 I.Ii � ONLY. DRAIN PIPE SHALL BE INSTALLED BETWEEN THE EXISTING AND NEW WALLS. �, I � I � � I . '11� ­ 1'� .1, � , I ! , .1_ GA STD. PLAN 608. REFER TO WALL PROFILES AND DETAILS, SHEETS 21 � . I I - .1 t "e. I ��_ I I �� I I � � I " :, 11 � � P4 3:: i - -11 , � ,11 "'­­ a' I �, I I ,�, , .,� � I � � � I -,' ' I I � � , . , � I �1� � I� I I I ; I I � � I i � i 1-1­_`11_ �'11 I I I I / � ,� : - z I � I � � i I I � I I AND 22, FOR FENCE LIMITS. ,� / , 1� � : �, I " � ! � �� __ 1. I : �- - Iz �- ; � 111'� �:, � . , � I I z � � � 0 (O _ _ I I , I .. ­ I � ­­ 1-1- - I � �-, '1� , � < :1 �, I � �­ 11 ,.__'__,___ ____ .I " �, I ", 1- _­­- I� -1 I � �� I � I 11�1,­ � 1�1',-_ _, I I � 1� � . � ­"I...1-11- I " 1� ­"I __ � I -1111 I "I " I -", . 1 7 � it �� " p�l Q 1-: 150 1 1 - ,. ; - , 1� I 11- , , .1 - I � , 1, ....I I � � ! I I'll, � -1 I ­­,­­� � I ( I � , 11 . - � _-,'V', . I � -��­ � '' : � I �_- -- ­� , , V I � V) %%.�I � I I I I I � � ; � -111 � ; , I� -, 1- ; - I . " I -1 - �, 1, I , I 1- ,_�� � t 11 -- , �', "'t. , I 11 � .,�,_, 11 -,� -�,�... � __1_11. � :� � � "I "-��,4�, .,,_ , ! I �- t , ,, I I � 1-11 , I'll, ':_�_.,:� I i � � : : , I 11 ­­ - .I 11-"Ill 11 I I-- I I � I­�...�: ,� , I ���� , - ,- I I'':'' I �, , _... I � � I , � I I . I � , I t,� -� -1--__ 1-1 . - � .1, I " �, I � I �, '�,._ 11. _ 1, ,.,:,�_ ­ I - .- � ­ I __ _ �� � 1_ , ", ",, ,:�,t I ".'"' - / � _1 � ! -1 �I � - -1­ I - INSTALL 3" DIA. HANCOR HEAVY DUTY TUBING, PERFORATED ON TOP HALF ONLY, FULLY - I " I � t, � . I � �� 11. I � _� ­I - I� , I I I � � �, ­-­_,",-111 I—— , i il......::, ,­ - ''I 11 "I . 4 U') >< I 11 I _­I, I I I , I . I I ­­­ I'll, , I I I � I � I �. 11­ �, , : '11,- , I I I 11 I 1-1�1 I-,_',- -� ,�t � I 0 F9 , �, 1� ;­ 1��;� . �__­_ , I I , I .., I � I i 'r �,F 1- 1- - � � ' 'I'll", 11 - "I � ,:: � " _� � 1­ � , I � I , -_: ,- I ­ . I I 4",�, 1_'111' I � _�­��� � -­­ I, _, I _ - "I � �­t ",_- - , I I I : � I I�, I . � - " I __ ' _: ! j � - ­ ­­ "I 1; I I , ­_ q "I y I �� ` , � " "I, :__,��I�t �, :.-I I , I I - , .1 �'' �_'.�, "t, - "L ' 1- _,_ , � �', t .11-- �I�11- I " t,� � 1. :,",_ ''I , W a W 000 I , WRAPPED WITH SYNTHETIC FILTER WRAP AND SURROUNDED BY 12 x12" MIN. PEA GRAVEL. I I . . ­­ � I - I � ,_ 1- � I 1, _­­ ­ 1-11- -1 11111.1-11111 " I I --11- I .1� ! � � . ­­ I I "I !� �­4,_ -� , I CO I I , I I . I I I ,1 -1 111-1- � " I I I : 11:,­�­`­...... �, 11 ­`,:"�'­ , .__:, _...�. .1��­,.,,:­ : , i, _­_�_11-1- _ - tl - � -_ >_ V� P4 , : I . I � " I-1 ,� _ : 1.1111, ",_ _.­:"", _�, '11- � I ­­­­!,�­ I , . I , � � - :_-, "I I I -�__ � 1, -1 I-­­­­_ � , "" , ,�:�,­,_,11" I �I "_� : , ­­­ t � ­11­�I, � _< 00 :z I t� I I �111 � " ':_�,__ _ -, C (3 ! - ,. I I 11 I � ; 1-1 I . I I , ­�'�--',,',' " i I ......___�. ­ 11 11 ,", ­7,�­ � " _­ . : ,� ­­I___ I e , ,�. :'1�11­111_­_;_ � ,,­�'�-'­ -- � � -, , I I LLJ I �. _� : I I�� I . :, , . �,___� : � "',__ : _-, '.1, t � -_�'I'll T_ , 1, , - I I . . t �� � _ � �: :,� � ��_ _11�­` 1, �­'-, I . ­_1111­�_�', T I I I - , " �11 I � �� � �_ _v; , ,­%1 . I I 11 ,���-,�ll.,�r'.1-1�,,���""..-��"--, � _- _j 1, � .1-1 1" 11 � z w 0 , I - 1�� �w � ; : �� _7 I 11, ��11- , I __"_,-,-,r, ", 1 11 ; t . � I I � � t : � �x I . '.I 7"'"'I.- � i � - 11-11 � � I , -: "' `­,��-- I - I I I I I i I I I I .� � >, 71 - 11 ' � L� ­ I I 1 71 i 71 I : V) I I ,� I 2: I I INSTALL 3" HANCOR HEAVY DUTY TUBING, NON-PERFORATED, AND CONNECT TO STORM 1 71 �: t i �_110 > ---.) 1. � - � �, I � � I . � , �,t 71 . ; � I ­_ � I � . I � I , � "I 1� I I � ; I I � I z w LO � * 1.I I-11-1, -5t , _ � I'� 1. " I __ I :1, � < I 1� 0— DRAIN AT LOCATION NOT . " � LLJ � " � � I �� � P� Uj , ­I—, � 1._1 I�- ­I 11, . �11,� 1, 7 w _< 3 :1 li" Uj I > Z:L6 i _.1_1% I .. ED (TUBING SHALL CLEAR WALL FOOTING) PER CITY OF RANCHO I > I � I I I I . � � "' � � , I ­ � , � : �, I � >_ = � 11� I 1. Uj � �,'� > . I I t ­ I � I �i, >_ . , < - ! --t -Cr _ . Uj < 1, � 1� I I � I � I . � I I L0 � : :z C3 UCAMONGA STD. PLAN 333. 1 1 �, I I � � � � < U � � I C � �. 11 I 'I, 11, ,. �.I I > uj_j. �. 1� ­ ­­::__.: - � � �� ;I" -< o::� � = , , w .V) I : I . I �� :, ." � I 4 I � � . - �, , I I 1� , / ,,�­­-_. �< : , � I - 1_. 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I I I I I ____ - __ I—--­ zw=MEZ=CEO= son= I - EMMEN MEMMMM EM I M��=N=mom mmm Bosom===� liiiiiii�- = - 11 I I -1 . - I , - ==� I I I I I I I I I I I I I I - ___ ___ __ 1 "7"' !== I I I i ====N==7===Em=E=1E2=7== I i I I i _T7_ I - ___ __ - _______­ ___ _____________ ________________t1 ________ I I PROJECT BENCHMARK ,, I I I I I I 11 I I 11 I - I - I ­ I "I 11 I 11 I I I � I I I I I I I I 11 I I I I I I I , _______ I � I I I I I I I 11 I 11 I I I I - 11 I ------- ----------- I - I I I I I I- I __- - I - I -1 ' ' I - ____. 1 I- I - , , , I I ____ 11 CITY OF RANCHO CUCA O. 10056: - - __r_____ -_ I I I I I I I I - ­ 11 - I - I I I 11 I -, I I I I I 11 , -, , � I , , I - I -1 I I I � I '' I I � I 11 - I 11 ­ I � � I ­ ­ I I I 11 11 I I I � I I - I I 11 I I I I I I 11 11 - - I ,.--�-.-,-�--"-,-�,--�-,��,--�---"-,,-"-,�-.-�---.--,�-------_ ____,_____ __ ___-1_____----��-,-,--------.----�--,-�--,-,-�-�-,-.,�",--- - - - -.,--. � I I I I-,--,-,,.----..�-----��-,-.,-.�-�,---�--.��.-I-��-��-�,�,-- ,___,____._________________7__-.1--I-.,-----I.- --__11-7_______ ­ _____.,­­-­­­­--71-_____1_-- 1-__1.1-11---_­...­­­­___1-_.11-_1__..1._-1_______ I i I I I _ �-­-1 I---.-.-- ­--- I I --7-I--_­­ DESCRIPTION: 2" BRASS DISK IN CONCRETE HEADWALL STAMPED -----�.�,--�-,�-���-,-----,-,------ __._.__________,_,_____ __ � _ - -, -.1--l--__._t__--____1_1­­­1_-____-­­-­­--- ­­ -­-----------­­-­--- -1--_ ---__ .,___A__,____...__,__--------- _......__ ­­­ ­_ "CITY OF RANCHO CUCAMONGA BM 10056 1987" AT NORTHWEST I I I I I I I I I I - I I I I I I - - I I I I I I I I I I I I I I 11 (:) . . . - __ I- I __ I I I 11 I '" - __ I I - ,11 -I' I- - -,--,-___­ - I I - I � _1_ I I I I I I I I I I I I I- I I I - - - I - I I I I 11 I I I I I I I I 11 - I , I - a'04, - -1,.---�--,---,-,-------I---,-l-----,,-,--I.-.-,- I- I CORNER OF BASE LINE ROAD AND HAVEN AVENUE, AT EASTERLY END ______f I I , ,--I-,-,- __-7 ­ __ 7 I ---,----- .I----- - __ _____,_______________________ ______­______________ I I I I I , I I I-1 I I I I � I I I I I I I I I I I I , I I I, I , I , I � I I I 1 %4.9 1 � I I I 11 I I I I I I I 11 I ''I - I I I I I I I I I -_ I I I I I , , I , I 11 - VQ'IFY11-11UNILCINIAIL & VERTICAL LQGAJILN i I I I i -1 I I I I 11. I :t- I I I I I I 11 11 , , , , , , I I I I I I I I I , +, I I 11 0 ELEVATION: 1317 1. � ----__-------------- _____ .________________________ - _ - CREPANC � I I � I I , I - , I ,q, w .780 11 I I I I I I I , , I I --- -_ -I ------------- - - _______ --------- - _____ I , I I I 11 I I I ____T__ TOP Of' EXIST. WALL , I I I I I I I I I I I I PRIOR ,TO START 'OF CONSTRUC­ION. ANY,�IS S AAL I f%r* I lbrrm � � , I I I I I I J_ I 00 I VF [V � � I I I I I I 11 11 11 I I I I I I I ­ ­ I I I I I I 11 11 I '' XIST. WA-L- 11 - I - I I I, - I :, I I --- I I - 11 � I I I 11 I 11 I I I I I I . I � 11 I I I I : - - 1 I I I . I I I: I I I I 11 I I '' I , ___I I I_j ''I 11 I 11 I I I . � � __j - I I I I I I I I , I I - TOR OR-E I � I I , - I I - ----- � - I "�`-M,00�,�­TO­M-*77 I I I I I ---i----- _____1 _____7_____ ------- : , _____ -----.-------- - -_I iI I I - 11 I I I < I ::; I I I---- ti- I I I I I I I I I -4-I � I I 11 I, I I I I I I I* I __�_ - I I I 11 I I I I 1 3:: 1 z I I I 11 11 I I I I I I I I I �_j I I I . I < �-- I I ------I I - ___ I I I I I I I I I -, I I I ------------ ,�-_,_-,r-__�==- ____________________________ -I- - - I I , I I I I I I I I I I I I I I 11 I I � I I I I I­ -I I I __ I 'll I I I 11 I 11 I' ' I U_ , ,, " I--11 -M I- -1- - I I I .I 11 I .I 11 I I 11 I 1. 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L I ____ . I 0, I __1tfN4_ __ 1� - I __� - - -1. ___ P, -F;--' 0) , I - ---__ I ____� 1i _�_____ / I I I U)I ..�,.� I:�_- I I �f I I __`F/ U)F - 1�_ 5:.,::: -_ 1, - PLAN 104. 1 - I I I 0-%_ ' ' I I I I co LO - -I - 1 __91%-_`1 - (�.218­_7 L I - - - L- - - , - - - - - - �I I 11 I I I I I 11 I � 11 I . 1 I I�,- ;;_� I - 1.�,__., I I I I I I 'll -.k I 11%� '' I , - -, 11- 1 ­ I I I �- I 11 -11 __% ------rl%% -j- cl I _�� 1-41___�__/ - - ;f -_ - _____��_ __J-�__ ____ /-- I /,,;I 411 --- M M -_ --- I - I j I ,r- __ccF__ I I- - I i- .-, I ,�,.� - I I - _� , 11 - I I I (1-- I � ---Ulf , I l-8 CURB ONLY PER CITY OF RANCHO CUCAMONGA STD. PLAN 104. 1 ±-,--, c - . I I I I I I -----' I I 0(" I I I -I I I I I 00 - -- 1-o I I I I I ''I I � I I I I I I I I I I -_��- I I I -11 I 1__�' I I I I I I I - I I I I I I I I I I I Q.w , - I ,%-. /--R6- . U-) - I � + � ­_ 1>_* .,_____.._____._1na_ I I I __1% . �_-:--r � __ ====;P_ _1____ __ _______L__ I -______ ------�---,----.-------.--,--�--- ---------�---- ---,-�,.--�- ---.---�---,--,---"--��--�l---------,.---- --�---.----�---.--.�----.----�------.. . k--%.; -_---._1__--,,--­­­­_____-.--__. I j _1_ -31;4_______ 0 --------, I-­�7-�--- I --�f---w------­---I,-I I r"I I 1,z.,It I I I I . I - I I I .I I I &� L I - I I I I . I I -, _� I I � 1 r- I,- _�.o� I I EXIST. N'L' MI DIAN T.B1;-- I ____ I I I . I w , I I I I It I I �� _1� --- SAWCUT AND REMOVE EXISTING A.C. PAVEMENT, A.C. BERM, P.C.C. CURB AND/OR P.C.C. - I < I I I I I V� - c 0�I I .,.;.,I�, - 11 I I I I I I I � I � I I I I I I I I - --,-- I '' I I I I I I I I I I I nz1V_1b%`* I � . 11 � . 11 I "I 0), , , , I I I I I -11 11 'F I- 11 -1 1�� It � I/t(,� . I 11 I I I i q - I I - I - ' 'I 11-1 I I - , _____ � I I ---f --- ____ ;;;�__-_______ - - -_ - CURB & GUTTER. SAWCUT LINE SHALL BE MIN. 2' FROM EXISTING EDGE OF PAVEMENT OR - ___7_1_ r1q .;��­- I I I I I I I I _-, 11 - I I - I , �1 ___� I I I I . I I I I I I I � I I , I TOP OF A.C. BERM OR P.C.C. CURB. , --- I I I 'I ____j I - I I I I I I I I f I I " �?_a)'_'0!,4---T-..__� I I 11 I I I - I I I I- %'-A I � I _____ -7 _F I I I I I " __�_ I I I I - ----I-___ �� I _41- I__�-- --t - I - W____ ____ --- - - I I I I I -+_ I_._.__-1 I I I I I %% I I 1�_._ I I I 11 I I I _� 11 I I I I I I ___�_� I 11 - - 1 I ­ I �11 11 I 4 EXIST. Wll� MEDIAN T.13.---,,, �, 1�._� - I I I'll I I I - PER CITY OF RANCHO CUCAMONGA STD. PLAN 119. ____ - �9 2 04__� I -I- I I I I I ''I I I I I I ''I I I 11 I ''I I I I I I '' I I I I � I I I I 11 I I I --.-- I - -1 I I �5 - -_ _ -_ - ____ -_ -_ LLJ -� N-�- I I I I I I I I "I I I I I I I I I I --- I I I ��,�----r I - , I V, I ,-EXISTING I W LY TIC. � I ,, I I � I- , I � � I- , I I I I I I 'll I 11 11 . I I I I ___�' ''I I I I ,I I I 1. I I I I I 11 I I' 'I I I I I I I I � I 11 - I I I 11 11 I I I I I I 1� I'll I I I I I 11 I I I I . I I 1.11 - I I I - I : 1�, 11 I - /--% ____7F- - I I I I I I I I , I 1 , , , , , I . 11 1�__�- I __1 I �� CONSTRUCT P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLANS 103 & 11 4. --_____T__ - -_ . - -1 --- - I I I I I , I I I I 11 I I I I I I I I I I I I 11 _� I I I .., I I � I I _j I I I I I I I I I I I '' I I I I _____, I I I I I I I I � I I I I I I I I I I I I I I .�--- I I I I I I I I I I I I. - I I I I /--% ___ I- I I I I I I I I I I - I I I I I I I I I ' ' I I I I I I ___��� -1 I I 11 I I I I I I I 11 11 I - I I I I I'll I I I I ' ' I I I I I I I I I I I I I I I I I I --- - -- - _____ ______ _ - ---I. . I I I - __IIx I I , �_ I- I I I -_ - 11 , --- I I 11 I , ,, I I I I I I I (�� CONSTRUCT 0.35' A.C. PAVEMENT OVER 0.50' CRUSHED AGGREGATE BASE PER CITY OF RANCHO - I I I I I I � I I 1-1 11 I I 1. I I -11 11 - - I--, I "I I ',- 11 - I - I - 1 - , - I I I I I 11 - 11 I I I I 11 11 .�,._ I I I 11 I--- I I' , - I I I I I I., � 11 I- I­ ­ ­,,11- - I T, � UCAMONGA STD. PLAN 100-A. - LL I I I 11 I I I I I I f I ____�la-____T� I I I I I ''I I 11 11 11. 11 I I I I I I I 11 �1- 11 I I I , I I I I I - :C - - __ ___ I I I I I I - - ----------- __ ____ -_ -_ -_ I I -.;,�-, I I I I 1 ._____+:�7 11 I , I I I I I L I /--% I - 11 I I I I I I I I I I I - I I I I I . I I I 11 I I � I 11 I I I I I I I I I- I I I I I - I I '' I I ___ I I I 11 I I I I I I :1 1:7�__ - - I - I------- - --- I , I �� REMOVE EXISTING TREE. ----I------ I I I ----,- I � , , -.- , , I -_ I I I I I --- I . I I I I I I I I I I -_­_.� � I I � I I I � I I I I I I /_1% - ___ - - __ . I i I I I I I i -�___1r_ I I _____ --------- -- I - I I - I I I (&- REMOVE EXISTING SIGN AND POST AND SALVAGE TO THE CITY YARD. I _________r____________ I I I I I I I I I I I I I I I I � I I I I I I - I I I - I I I I - , --i----- I I I -_ I 11 i_-�- -I--- I I ,-- I I I I __i_____ I _____ I -_ __t___. � - - I -I - I I , I I I i I I I I I I I � I I I EXIST. W'LY MEDIAN T.B- I ___�____� I - I I I I I I I I I I I I I I I I I I 11 11 I 1 ,7 1 11 477 G A.C. PAVEMENT MIN. 0.15 . i I ��-_ I , I I I I I I , I I N _1% I M,--.-----.----,- 11L___1111�_ _____�_ ---�____ - t____-1- ­­­.­-- ------I- _________ � I ________________ ______-_____________ __ ___ _____ ___11 / 7-1-3fia I 11 I I I _.-I 1-­_ I I I I 11 I I I I I I I'll I' ll, I I I I I I I -1, 11 I 11 � I I I ____ ---.-, __ I__ -I___­­ 11 I 11 I -_1_______1-..___-____ I __I._______-1 I__ I 11-IT-----.-- I 11 11 I I I 11� I I 11 ''I I 11 I I 11 I I I I I I I I I I I I 11 I I I I I I �� CONSTRUCT 0.15' MIN. ARHM PAVEMENT OVERLAY. I I � -------,--I----,---,--"--,- -----,- -\---,--"-,---- ------------7----- I - I I I , I I I _'­______­__'_'_'__ T_I__ '-----' I I I I I I I T I � - _____ ­--- - I I I I I I I I I I -I I I I I - I I I I , � I I I I I 11 - I I 11 - 11 11 I I I I I I 11 1� I I I I I - I I I I - I I- 11 -11 I - I I I - I I " INTERCONNECT CONDUIT WITH PULL ROPE AND #6 PULL BOXES AT 600' 1 1 1 1 1 - � I I -I 11 I -I - - - L I I I i � I - ---I- � - /--% I I__---r-t I I I ___ --I---- ________ -_ - -_ 7 -_ ___1___ I I -_ , I I , , I I I I I I I 11 I I I 11 I I MAXIMUM ON CENTER. I I I I I I I , I - I 11 11 I I I I I I I I I � I I � I I I I I I I I I I I I I I 11 I I , ' ' , , I I - I I I I I I I I "' ' I ' ' I I I 11 I I I I I I I I I I I I I I I I 11 I I I I 11 I � I I. , , I I I '' I I I � I 11 I I I , , I I - I ------- - - ____ I - --I- " I - I I ----------- ----------------- _=_____ , -_ I I I � I I I I &_ ND COVER / M.H. RIM AND COVER TO FINISH GRADE. - ------------- , ____I I___ -771- I I 11 '' I I I I : I ,1 1 1 1 1 1 1 1 1 11 '' I , I I I I i i ---t- I I I I I I I 11 A 11 11 I I I I 11 I I I I 11 11 I I I I I I I I I I I , I I I ''I 11 -, , , , , , _ -_ ------------ __ __ - ____ - I I I I I I I I I I I I I I I I I I 11 I - � 11 11 11 _�_________ I I - I 11 I I I I I 11 I , I,,, I I I I I 11 I 11 11 I I I ­ I 11 11 I I I I I I I 11 11 1,I- �, �"I , I I I - I I I I I I 11 I ''I I I INSTALL t(#,OW �LUMENS STREET LIGHT BY S.C.E. (PAID FOR AND COORDINATED BY - I -------L--- -1 I , I I I I I I I - I I I I , I I I I I -1 - I - I I I - I ' 'I I I I I I 11 I I - I '' I I I I I - I I I - I � I I I I "I I - , '' I I I I - I- I I 11 � I I ill ­ I I 'I QD_ CONTRACTOR). CONTRACTOR SHALL BE REQUIRED TO ,INSTALL ANY MISC. FACILITIES - __ -------.----------------- --------- ________ - I I I I I I I I I I I I I I I - I L . I I I I I i I I 1. I I I I I - I I . I 11 - I - I I 1. - I I ­ I I 1. 11 I I I I � I I I [ ' I 11 I L , I - - I I I I I I - ---I- I , I I I I - I I : I � I I I --I- , , . I I I I I I I I I I I I I I I : I I I 11 I - (INCLUDING CONDUITS, HANDHOLES, PULL BOXES, ETC.) AS REQUIRED BY S.C.E. - - ___�_ I _�___+_ i - - -_ ______�_____ -_ --- -_ I I __1% WITP :3 I MAS-r AF-M 9 Zl' HIGLI P'05T Ei_ECT;Z0t_1F_F,. I I I 11 J I ---r------ i --------- I- I I 11 I I , - I - - -_ _ ___ --- I I I - SCAP-ING AND IRRIGATION FACILITIES DAMAGED W ! . I 'I _____ I I I I I I . I � I I L I I I I I . . I I I I _____� I I I I I I I -_ , -_ I- -_ I - I �� REPLACE IN LIKE AND KIND EXISTING LAND I I 'll I I I I I '' I 11 I I I , 11 11 I I ____T_ 11 I I I I ,I , , I 11 I I 11 , - I I I I I DURING CONSTRUCTION ACTIVITIES. I I I I . I I I I I I I I I I I I I I I I I -1 PROFILE SCALES- I , � I I - 11 I I 11 I I 'll I I 11 I - I I =_ I I - I I I I � I I 11 11 1 , I I I I I 11 , 11 I I I " I I I'll . 11 - _____ I I- -_ -_ --,- ------- -_ -]- -_ , I I I I I I I I I , I 11 I I � HORIZ. 1 99=40 1 1 � I I I I I I I 11 I I I I I � I I I I I I I I I I I I I I I I 11 - I I I I � I I , 11 I I I I '' 11 I 11 I I I I I I I I 1,I , 11 ___ I I ! � I : I----------.---- __ , _____ I I - - - , , , i I I I I _-, , I I I I 11 I I � I - I 11 11 I 11 � I I I I I __L___1___1____L I - -1 11 I 11 I'll - I I I I' ll � 11 I -I I I I I I I ____L I J I I I I I , I I _.L__j___L__L---JLL 1��_ I I I L I I � -::] ____ VERT. 1 11=49 1 1 � 1� - - - I I j . 176 177 178 179 180 181 182 183 184 185 1 1 I, k�I / ____ MESATID'A 03 � x 11,"�, ,�L I -- __� ....... -_ - - ---_ r. 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I -I, - ­ I I � -­ � -- ­ ­­ __,_ __­­�­ I 1�____­__ -________,_ :__1-1-I'll 1___1 11.11-1-­ , ��� �� M� - No Mw �� -���!;i ====won PM am ! . L M� ,em an �11 , - 1"'i�, I I -� , I I,C'I ESS/ CITY � I I ,, , � ,, � L� 1, ; � I L' 1_ -, L � I -_1-11,--11 ; i I � - --- � I-_� Noon I ". .� � 7, I ' i I o x 11 , .I < y 1, O/V DESCRIPTION OF REVISION DATE APPROVED I : 11 I 1, I �` . I I I � I � I : I � . � "L, : . ,1--l-I­­_1.I-.1,­��­�;.,I � ;i I �� 11'E'. �I_ �1. -1 � --1 11 ­ ­ -.1 ­ ­. I 11 ; I �­­I­ ; � � ��,­­­ 11-11-_-._11______ - , I , I I I . ,_� : i5� ,, �, ! ­­_ ,�, �1, -� � � I I 11 I � �1 �I—-1­ 1-1 , ,I I _�, , I I I'll , ��, I I �, I �\ �; ,�, I � J., " , I'll 'L I I � I I 1, I _­­ I 11- - , 11 - , .� � I - i 0*03'41 , �, E. 0 � I � , , 1� I � .e, I -I �� � � i , I ,� . �'', �� '. 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No. 24953 ,1 " I ; 7 f � ,I ,,, -I I � � : �, I - . 1,��_�,'- I 11 Tz------- - I , I I , .­ � I z I ,,- , 11 � I I 1, 11 I 11-1117 A,'7"'-::I I--,.� I ; , , I , -­ I �I—, I I I � , � f I / � I - -- - � " , I - ! I ; I �, I I � "; 1 " - I I ; I I "Ill...­ I—11 '1- ----77- 1 \ I , -, I I I �.......�'­ I I, � � I I I -11 � ", : . -11 !­ - - \ , I .- -111-1, ­_ � s � ; �� I "r,", � I �, ,�, %11, ­­ -_ ___ , . � � 11 CMLENGINEERS 9 LANDSURVEYORS , I � � I , � �,__,'­­ . _ � , I - 11 I I I DESIGN , 11 ­ � : I q I 11 � - - � ; 1� -I ,� \ , . . I L � -1- ,_: � I : � I I _,� 11 -111-1111_ _1-111, I I I ,� I I 1, I 1 11 � 11 I ''I , : : - 11 I I I � 1� I., 11 ­ -, I / I : 1, 1, I 1-1 ,,, -1 11 z - ......�­­ 11 - . 11 � � 11 � I � �, I "��,� - � � 1, I , 1, , � "' I, I �_, , � I � - �___­­' ___, I I I � � , I I " I ­ -1 I I .... .. , � I "I I I , I . , " - 11�I � ­­_ � � 11 , I 1. ; � ,. , " , , � ­­­11IJ .11-1 "I _11,11.- I ­_­­,_­­­`­.­. ." 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GUERRA DATE RANCHO CUCAMONGA CALIFORNIA 91730 1. y � I .� q � �, I ,,'�; I I - , I I 11 � � I I R.C. 29W4 EXP. 1-07 - -11-- PH(909)987-4306 FAX(909)941-1528 - 1885 - � ____- ________________ I A y __�_ " 7 -I- 7- - 7 7- 7 L -I-]- - _:�t J�A _ L - 4 1 1 1 F -fD[--- __ - I ) -:-]0___ - . - * "' - - - -)I-- 14*1 - - J + - M �, 0 o k(1,6 - - ;0.00 I I e-, ___ - +I- ___r __ C) T_ +_... , I - (D _F I .__ V I I I ,e_(� 1 _7 _ __ ICN %-> I 'z' I 0 ., ;k,_�\4. 4 -1 ""' '4 �-,* -%.- . I �_ N­w - - 1:_k7 �� F: - �: = -1 I- :11 1+ T_ I � 077 - 1 1 1 1 __�_ ' � I : i i I LE�-_ I tl '�-4� I 1 99=ft 1 4 Li�L --t- _T_ \ 1______1 -%,% 10��F I T, i7 7, -I,--- �� I I I i I aT A 9 , I I I I I I I I I I I 1 ��7�7 1 PROJECT Sheet No. 17 of 51 � . I I � I I MM==F== - ======0==E= EMMMOM ammm ONE=Room= i i on==MMUMMM=zE===E==N= �ME=======mmm M� MMEMEMM -T=rMw I I I I I I I - I I `7`0-- � `7 I --- I - ------ -ff--.------ I -----­----------- I ------------ , -,----,------ - I - PROJECT BENCHMARK- , I I I I I I ' ' I I 11 - � . 1� I I I I 11 I I I - � 11 I 11 I I I , I " ' ' � M- 11 I I 11 I ---iff I I I I I I I I I * C014TRACTOR- TO VERIFY HORIZONTAL & VERTICAL L)CAtioN - I ­ I I I - I I 11 11 I I I I - -- 11 11 I -- I lti �d i�---- I - I I 11 ---- I- C) I I 11 I 11 I I 11 - I I I 11 I I I I , I , , , , , " , CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10056: 1 TO START OF CONSTRUCTION. ANY DISCR FACY RHAII I I I I I I I I I LZ-i I I --1 ----- --,------------ ------ -- -- I . - I I + I I I I I I I I I I I I I I I I I I - [ I ''I I I - - I 11 I I I -I''I-, 1, I I - I I - . 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C" "It I'll I I "'. - I, - .,;� I 11 I --���-Ow I I I I I I I I I I I , , , , , , - I , I I I I I PPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS. - -- . - ------- ---- - -- JT - - - I , I - I L.- I PROP c D I ( 4.� -­- --, --- --- � I I r I -� I - " I I � - " I ''I - I I I I -- . I . I � I - - I I I I I 1. I � I I I 11 I 11 I. , I 1. I - I - 1 I I I I - - I I - .-�� ,--- I I I I I I I I - I TOP OF RROFOSED \NALL- I I F- 'A --- PRIII 1.\�.�� I I ---------;.-�- --.- --w- , , , I V-1\ A% w - I , - , .." 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W'-Y, MEDIAN T B- 1� "I I I I I I I 11 -T I I - -T�' -1 I ' ll � - -� ---- I I I %-I r- -�- 11 - - I , I I I I I I I 11 I � -i -- I I RO OSED, WLY B/Vf 00` - ---­� ", , --�. ; , I - I - -- ---- .� -,e�::�� e�' I w 1� - . � I -- ----------I -- - ---- - -Cr- I - I I I I I I 11 I I I 0 CD c I` V - -a-, -- � -1 I I - I 11 I - __j , , , �- I I !,��- I ,,�- - -. 3 i'*5 t2l ,I 11 I I I "-JEXI�TING F.13. qA L 1 < -- ::�Is ­--- I I I � - � 'I + , .,� I I I 4'14.)- I I I I.- f - I - !�- I * 00 30- �1 , cjo ,�- Z -----I-00 1� N ­,I . �-I - - ' ' -,,�----;;;; \ ,----- -. -f= - : . ­ , - ST OF WA( I I I cn A - , I I - I 't �- lu r1l), L j %Z.� I I j ­ I I I-.-.----�Ir . I , .-,�S- �, ---� _-cc_- ------------;;;�------fLa---- - --1 L-- -----Mr --- ------100<* 1 7- ;-: M %-0 I /, , ,,,/ - ,"- - I I -- I I 1 � - '' , -- -W---- I I 0 -�- -­,�� I 11 I I I - 11 I I ___j 11 11� 0 1 1 .1 ' 'I - - I-,- I .-- I I r- 1w I N� I 11 I - 11 -. 1.11 - - -11 11 11 I I . 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"I LO - : 10007-;�-.111�- , , �I I I I I � I --�, , PROPOSED WILY B/w' I V- V- �:;�wl - 1. 100 . j .w�l I I I I- I I I I I I I 11 I , � I ­ 41 1 1 1 � I I- Ici r-. I � I 11 00000 /i�� I I I - I PLAN 104. 1 A i qt = ,-1--4 Lj=71!-,---2�,-'-�, 11-...0.0- I I I I I I I I I I I I I I I I I I I - I I I I e-% N I V- 7 - I, 11 �---0000 �,,� � I� I I I I I I I I 11 I I I I I 1 1.4 1, "'A , I L ��-%)-, --------I-- V- L ,V.,- 4E� 38 0- - .--o,or- � --1 I ��- Y , --- --" I'1�I-- I � I �.o . I -­�'v - ek, 7 - I - CONSTRUCT TYPE Al-8 CURB ONLY PER CITY OF RANCHO CUCAMONGA STD. PLAN 104. 1 ;�-�-' ­+­ 0 1 V.� I I , �-`,;�------ ---�� , ,-' -1�\, - I :1 : 1 - I - I /--% -4jJ - : - ­-----­--------------------------- ---- 4(�� SAWCUT AND REMOVE EXISTING A.C. PAVEMENT, A.C. BERM, P.C.C. CURB AND/OR P.C.C. I r 6��F -- --E I _-;Oooiop� , Owl— - - ------..W LjJ LLj iiw,-iioi� 0� ,---A ..'.,.,� ro � I I - 11 - I ---III - I I , , , , I I ()/ \, 11 I 11 I I 1. I 11 I - 61 -- I .XIST. W'LY -BE I I I 11 I - 11 11 I I I .-� 11 I I I 11 I I 11 I I I PROPOSED Vf'LY T.C, � 11 11 11 11 11 I 11 - - I I EXST. W'LY MED'IN TTB.- I I ..............�� .� ­ - -1 I CURB & GUTTER. SAWCUT LINE SHALL BE MIN. 2' FROM EXISTING EDGE OF PAVEMENT OR 11 - I I EXIST. F.S. 6. 1 , , ''lim", , " , , � , , - -� I I I I--, M '�-- -------- , I I 1 .---'7 --------- 0 ----- - ���� -�,-,�I I I -, -71 -r-1 . -..-? I I , f I I . ---n-- I - I---- TOP OF A.C. BERM OR P.C.C. CURB. = -a- ---..i� -.-,�-�--/ I I I I I----,-' - I I I OPP— ::�- I �S�;;-� 1 14 1 I 1 1 - I I I I I I I .11 I . I �-�,-­*- I I I - I I - I I I I I I 11 I 11 I I I 11 I � C.0 � - I 11 I ��;;-o ��- 0) -j cn .------ I - - - �--- I - � - -nm I , �� � � - - � � � � - 11 - ��--1 11 I I - CD '' I I 11 - - ------ -- - k - - ------------- -- -- ­� -- --� I - I -. -- ' ' I 0--- --- I . 4�---------- I I I I I I I ii���� I - I I I -.0-1, I I 11 e- PER CITY OF RANCHO CUCAMONGA STID. PLAN 119. 1 1 1 1 .",-�- ," I ll I I I rn I EX ST. W-L� M EDIA�N TJB�,\ , .I-- I I I I c" , I I -- I I I 1--�, - I I 11 I I - I I I I 11 11 - I I I - I I I I I = I I I I I 'I I I -------., I I - ----- , I I - I -- -- -- -- I -,�--I ­ - 0 LAJ -j ,� � I I 11 I I I 11 I I I T- ''I I--" I I I I I I I I I .I�I 1.-�.�- I I I I 11 a I CONSTRUCT P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLANS 103 & 114. . - I I I I I < --- w ,\, ` I I I .�� .�.--, 1­1�' I 0- -L I ,----, I �- -1 --------- - -- , --C)--------------- -- --- ----- I 11t., --,-:->:-�`�, I I I . , �� ­�,1---1- " .--;;� - 9- -- I I 1011% I— I I I I 11 I I I , I I I I I I I I . . I I I I I lqc 3 1 .I . . . ---F - � I . I I I . I I I I I ,�r. 0 � I I .,----.'\ I I I I I I I I , I I V) LL < V)---wM-'Qcc ------ L,,�-�' - . ----------- -w��----A-- --- C�- CONSTRUCT 0.35' A.C. PAVEMENT OVER 0.50' CRUSHED AGGREGATE BASE PER CITY OF .1dw- I , I I I--, I I w j r- �j I ----- I -- ---- --;;;�-I --- ---3" 1 STD. PLAN 1 00-A. V) -OZ .4� .-.-- \-�-EXIST, F.S. @ EXIST. W'LY BERM-- I I 0 U) w c 1) T- - 1 1-11, I - ) I I I I I I I I I � I I I I 11 I I ' ' I I . I I I I I ­ 11 11 I I D 0 1 11 Uj I I I ''I I I '' I 11 I I I I I I I ' ' I I 11 I I I I I I ''I ­ ­ I -111 I'll ­ I ''I I I I I ''I I I,--" , , , , I I I 11 I 1c/) -- --Q� I -- I I . 1;;)� -IS 11 -",�- I ---------------------- --------- --- - --- I I Iw__ 'e" - 0 1 1 1 .I----I I I= ­ 1�1 i-- I 0 1 1 1 1 1 1 1 -1 11 I I I--- , - , I 1, I 11 I I, 11 I "I "I I ­ REMOVE EXISTING TREE. - I I I I I I I I I I I I I I I I I I I I I I � I I � I I -- - - - �p --- --------- --- ------ I I 11 I ­ I I I 11 11 I I I 11 I I , I 11---- I I I I I I ' 'I - ,- It I C.;r- �, :z - I I I I I I I - ­ :z &- --nD ---- , I I I .�,- I 11 --. (3 . , 1-11 - ____co� F02 I f- - � , I I I 11 I I I I I I I I I I I - I� __j w 4 I I I ---, I I I - . I , . I- I I w �;K � 1 4 i I I I I ­ I I , , , I I I I I --FF I I I I - I I I I I I I ,, , , , , � , I I . ---Ry w ---------- I I I I I I I I I ' ' ,�- I Im 0, , - ,r., 6, 1 C. I 11 11 I I I I I I I I I 11 � 11 '' I 11 I I . I 11 11 I .�-�,-- - . 2 --10 !:�-, �- RELOCATE EXISTING POWER POLE (AND STREET LIGHT IF APPLICABLE). � ----- - !---- --.M I I -�tg--- ---------------­--­ -- - ---- � - -1 ''I 11-� -. . LU - I 1 -7.;;;-' ----- -------- ­----- w 1. 1 6- 1 t- - . I I 11 ­ I I I—- I .�� I I I I I- 11,38 1 , , I I I ­I 1-1 I I I I 11 I I I I --��- -11 -1 " 1 C35 -E, 9 0-� I 11 I I I + , 11 ­ ' 'I I ­ 11 I I I I '' I I ' 'I 1-1 I I I' ll I �5- I I 0------------- ----- 3 1 1 1 1 1 1 1 1 1 Uj - I r*- - -- - I I I I I I I 11 I I I 11 . �-� I 11 I I I I 11 I I - I - I I I - I 11 C/) REMOVE EXISTING STREET LIGHT AND SALVAGE TO THE CITY YARD. --- I I I I - I I - - . -, c - I I I I I I I I �.-� I I I I I I I I -i- I - -- I I I I I I I 11 I I J I 1�1. t I, , C� I 3 I I I --- & - .-d-v)--- 0-- ­ - -- --- -------- --�L�-�,_-,, I I I Iml Z� 0 1 1 en I I I I a co I co .M I - I I I I I I I I I I I 1-1 �- Uj I I I I I I 11 I I I . I "I I I I I - ­ F71 - . I -,� ----, I -- I M - Q" I , I I ''I I I I I I I I � 11 11 � I I I I 11 11 I I -.11�-- I Ln " 0 1+ 0, ----- I I - . I . en c;.!2 I � . - I -A r--i-"11 I I ---- -Lt REMOVE EXISTING P.C.C. SIDEWALK. .�- I I I I -----Ir_ I -,-- J.i - . go cq I I I I I LO I- I- U2, 1 - , I 11 I...........1.�,- I- -- , - -- 0- 0 , 1 co - 0-00 11 I I I . I 1-1% . c1q co, I � Q- I I � I I I I I I EXIST. W'LY MEDIAN T.B.-\ I - I I I I I I I /--\ I r%. -I "I tn 0.-tl";� I 0 1 r-- .r; I I I .00000 I I I I -­� I I I I I I -- --- -- -- 1�%.;0 -I.- -CD-- !t --- . w ca -. _Irl- !!!!'�,--, I I ---- ----- --- I -- --- - - - :2 I 4;Z� REMOVE EXISTING SIGN AND POST AND SALVAGE TO THE CITY YARD. , I cli I 0 co I - �- I N I I c Jd . co I ,. " 11 M , ­�wl-1 M I e!l ,!.........I -1. I ' 'I I I I I I I �� , , , , I I 11 11 I I I I I I I I I I - D, �* I L-C41.11 C) V- - . I I - �, 11 -..-.�-- I . I . I 11 I I I I I 11 I I , , 1 , I I I I 11 ­ I , - 11 I I 11 - I /--% ------------ ---- ---4---;A- ---ce- --- I - - ------ ------------ ---I--' - ---- I -- I - I - , I �� I I., I I I I I Qq- CONSTRUCT P.C.C. DUAL RAMP RETURN PER CITY OF RANCHO CUCAMONGA STD. PLAN 102. 0! .1" + - -1 5c.) I 11 I ---- 11 I 11 ­ I I I I ­ I ------- I I c;�-: -, I ,C) 11 w -7 I I otfo.- I -- I 11 I 1z �- U-I "I 43B . . . I I I I �---�- I I I I I 11 11 I I 11 I I I I I --- --- I Inn - C> n R-611, I.!0-!010 -1--tl c-%*/ ---.i - - - I + I I , "I I I I 11 I "k-P vo W)'' � I - � ------- ,,~ I ­ ,�- I I ------------ ---- -- ----- 1 1,!33 8 5- .,5z , 1 J�, 0, -,v-- Lj I I - .�,- - I r- .j I 11 5- 1 1 1 11 I,---,- , , , I I I I 11 � I I I I - I I I , 1� 7" 11 I 11 ' ' I I I 1-1 I I 1 75 RELOCATE EXISTING TRAFFIC SIGNAL, PULL BOX, AND ASSOCIATED HARDWARE PER TRAFFIC I I I I I I I I I 11 ''I C)LLJ IV- , �CD -1 11 I I � '''', -01 I I , I", I I I I I I I I I I I I I I I ''I I - I 11 I I I I I 11 I 11 11 I I I - 11 I I I I I I - I I I I I I I I I I I I - - ,:Ai , � I I ��:�r .1-100--ol - " .-1 I'll I I I I I ----- ----- I I, - -0000-00 - - I Uj + I , I --- -- -- -- ---- -- --- ------- I I I SIGNAL PLANS, PROJECT SHEETS 27 THRU 30. . �r- CL 11 I - I I I I I , I I I - I I - I I- I I -= - 11 11 -I - 11 - ­ I 0 I I � I -I I I I I I I - I � - I I I I I � I I - I � I I I I I 11 I I I I I I I I �I � I 11 I � I , I I I - I I I - � ---------------- 1 C,16zx y - V*�-�T - - , s,zz-� - . -F,:z ----- I I I I I - - I I I I - I - + bll� --- I I --- I I I I',-" M C;;�� - i- � � � ------------------, I I 11 I I I . I , 11 I I I'll �- I - REMOVE EXISTING PULL BOX/HANDHOLE AND SALVAGE TO THE CITY YARD. I I I I 11 I I I . 1 I - I I I I I I I I I I 11 I I I I I I I I I I - I I . I 11 I I I f;1\/1 - I I I I I I I I I 11 I 11 11 I I I 11 I 11 11 I , I 11 I I I I I I - -- ------ ----- I ----- -- I -1- I - -­---­­�- - --- -- En , -r I I I I , "I , ­ I - 11 I I - I I 11 0 --- .001��o 00000��� I -- I I I - -� --- - - - I I I I I.",,I---,-r , .---�- I I I 11 ,- , I -1<1- ' ' I 11 I I Uj I - � I I ,I I I I I � � I I I I 1. I � 11 I 11 I 11 I I I I I I I I 11 11 I I I , I I . " I. I "I I I &- COLD� PLANE EXISTING A.C. PAVEMENT MIN. 0.15'. MINIMUM WIDTH OF COLD PLANE SHALL I I '' I I I 11 ­ 11-1 - , '' - I � --- ---- ------ - I I I I I -1 I '' I I . I I I I I 11 11 I �-`,I I I I I -j �­ I - I I I I I I I I I I I I - I ------- -- - - - I - BE 5 1 .--� , I ;1 ' ' I I ­ I , -� 11 I I I I I A�o 0%0% I I I I 11 ''I I 11- I I I I I . I I: �4�' 1 1 1 1 1 1 1 1 1 1 11 I I I I I I I I I I I I I I I . � � - I I� I I I I I I I I I I I I I I I I I I I I I I I I ,I,I I I I I I I I I I- I� I I I I I I I I I I I I I - , � , I I - I- - I I I I I "I 11 1-1 I­ I �- - I - - I 11-1 I 11 I I - I I I I I'll, I 11- I I I I I 11 I I I I I I I - I I I 11 I I I 11- I- -- I I I �­ 11 I "I I I ­ - I 11 I ''I ­ I �- ­ . I - 11 I � I 11 - - - 11 ­ I � I - I I - I I - I L - I � ­ 11 1. I ­ � 11 - - �.­-- /-�� - ,--%-< - -t-t- - , I I I , , u:,> - ,T--- -- - - - - ----------- ---­­­----­ .--- ---- 5 ---,---- - , , I ak� T- . I , , I I , - 1 I " I I I " I 1� I I I - I I I 11 I 11 �� I I 11 I' ll I I I 11 I . I 11 11 I I - I - I - I 11 � I I I I I I I - I - � I , - CONSTRUCT 0.15' MIN. A.C. PAVEMENT OVERLAY. I I I aL/4�? 1 n . I I I I I I I I I I I I I I I � I I I I I I I -- �---� -- -1 � I Uj-Z) - - I I I I - 1 I I . . 11 I 11 I I ------r- I I I I 11 -11' U---- �� I I I I 11 , I � I I (A: I -7- ------- --- -- - . �5- A, I I I - I I I I INSTALL 2" INTERCONNECT CONDUIT WITH PULL ROPE AND #6 PULL BOXES AT 600' 1 1> I C-) I I I I I I I I I I I 11 I I I I , , I - I � I I I 0- i I : 1 , - I I & -bl-.' I I � I T I . I I I I I I I I I I I 11 I I I I I I I I I I I I ON CENTER. -- --- --- ----------------- ---- ---- --- -- --- , I I , I I I I I I I 11 � , I I , I � I I I "I I I I I I I I I I � I I I - PROFILE SCALES: I I I I 11 I I "I I : - , I I 11 I ' 'I I I I I I 11 " I I I I I I I 11 I I ' ' I I I ­ I I 11 I 11 ' 'I I 11 11 I I I 11 I I 11 I 11 �j - I I I I 11 11 I I 'll 11 I'll, .11 ----- %­ I - I � I - -------- ---- ----- I- I- I -- ---- I CONSTRUCT VARIABLE HEIGHT MASONRY RETAINING WALL. REFER TO WALL PROFILES AND , I I I I I I I I 11 11 I I I I I I I I - I I I I I I I I I 11 I I I 11 I I 11 I I I I DETAILS, SHEETS 21 & 22. 99 ----- I -1 I I I ---. I I I I 11 -- 11 I I I , 1, , -- I-----T I I I I I I I �&- I I I I I I 11 11 HORIZ. 1 =409 1 1 1 , 1 99 1 1 1 . I 11 I I I I I I I I ---F-I- ------ /--X VERT. 1 =49 1 1 1 1 1 1 1 11 I I,- "I I I I I I I I I I ­ I I I 'L�- � I -- -FL�l , " "" I- --- - AND COVER / MI.H. RIM AND COVER TO FINISH GRADE. I . 1 .1 185 186 187 188 189 190 191 192 193 194 (D- INSTALL 101606 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. (PAID FOR AND COORDINATED CTOR). CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY MISC. FACILITIES (INCLUDING CONDUITS, HANDHOLES, PULL BOXES, ETC.) AS REQUIRED BY S.C.E. /--N WITH ,2>' rnAsT Aim .& Z-71 pj6t-i r--65T EL-ECTFZ6LIEI:�. ** DRAIN PIPE IS GRAPHICALLY DEPICTED ON WEST SIDE OF EXISTING WALL FOR CLARITY ���� RELOCATE EXISTING IRRIGATION CONTROL DEVICES AND ASSOCIATED HARDWARE. /--% ONLY. DRAIN PIPE SHALL BE INSTALLED BETWEEN THE EXISTING AND NEW WALLS. �� INSTALL 3" DIA. HANCOR HEAVY DUTY TUBING, PERFORATED ON TOP HALF ONLY, FULLY MESADA STREET WRAPPED WITH SYNTHETIC FILTER WRAP AND SURROUNDED BY 12 99 02" MIN. PEA GRAVEL. 6 1 11 I . I - ­- , �- -­ I 11 - I --1-11-1­...............---1...I"111-1­.­ ��,,�� I'll, ''I 'll, I I" 1, 1'�, ",�, . � 1� I , I .-I-11-1-1 1�11 I I I --'-r-11-- - -­:�' , ­�,­1-111­1­ � I I �', �; , I � 1 ­­­-- 8 I � I I I`.1 Ile :: t ­1.­':­ �-� -111 7­.�-�W,�­­ � -- I I -, 11 I',,,,,-,,, ­­ � I ­ I—--1.1-,.,I­­�"I'll, � I ­­- � I I I � I : ''I �I --�-'­I-111 I --­� ­ r I ­ - 1-11 "­ -, �......::1'-1- ­­ - ­ I I., �, � . � , 16VI � , I � 11 -11- ........­-­­:� "" 11­'-�'�­.-11 I � ­­ I ­ x�.­. .1111- ­­­I—'­ -11 1.11-- -11--- -.1-.. 111-1-11-11-1111111-.111.1-111.111-1-�-11 11-1-1--1-;-1- ,­ -11 ­�i,11­111 I I Q 11 -�d 1� I I � I ­ -1 I - � ­�­­­­­­­­.......��t­......­­ I I ,� I � I - INSTALL 3" HANCOR HEAVY DUTY TUBING, NON-PERFORATED, AND CONNECT TO STORM I I I I I � i � r I� 1-11 I I'll, � I-�­�1�1�Ft I ,, le 1 . � I ­ _ 11 "I'll. I'���-11.11�IX,�,-��,,�'--"--,�-�--,---'-"�--l�-,��--l��",-.I ­­­­­�­11­1- ,--111-11----­.......----11----......"I,�--,.--",-.""�.",�'ll'.11�I �� -­-I�­ ­�­ -1-I-­­­11 I-.11,11- I- 11 I�,11 11 I­I I I 1. 11 11-1 I 11 � I I � 11 I - ­ � ­­­I-1-�I - 1-11- I I-11­­­­­­­. : � 1 I � ff I I I "I'll ­-­ -11-11-1 I I I t I ­­.--Irl.. Uj ' I I I .11 � : I � I I "I � ,�­,. , , " .1 � �, I li"11111-1711V"',­ ­111.1'­­­,�.......�"--,-,,���-11"-,-"",.,"-��,,���ll-�",,It'--�,�,�",,,...�-1,1���,�--,�,,-� -, a I I � , -1 I I'' i ; � 7 � 1----1111-- ­­�­Ilr.......L . -1 I I � � I �I—I 111 1- ­­ '­... I � , , I I I i . y I ; I 'i ­ , , 11.1 --1111 � - I I 11 I I . 1 . " I � "' DRAIN AT LOCATION NOTED (TUBING SHALL CLEAR WALL FOOTING) PER CITY OF RANCHO ." -1-71 1 :` . I I I " �...­��---" ­� - -1 � ! �­-,,, I � �> . � t,� r -' i�-1�1 4 . I I � . I . �, I 't � A � ; I e � , � I I I � -,": : - - , , ­ -1 � , � , , I I : t , "I ­ ­­11 I i . I , I Uj < w i �� � 0 ����t ,� I I I I � � . : I , -,­.11 11 ­ -1.1 ,�­-1-1-"I'll­�­,, 11 " ­­­­­ "-l'Il-�--��'ll,�,.��,� -�,�-11".�,�.-�,-� .I 11�11­,­ '' � '�t�li � � � ; � ­, I � 1. I q I " I � I I I 1, 1 1�'11-1 I 11 ? I � " 1 --11-111-.-1 ��"I��", ­ I.- I'— ­ 1-11-1 11-1 ­ -11- - .-,-111- I 11 -1-11-' '-1-1-11 1-11- .- . -11-- 1- � ­ : "I, I �­ . I I n v - " ­', I t -1 ­� I .1 t ", I , I �11­1­11 � � , I - � "' , � 11 il-,'", I I I -� 11 CUCAMONGA STD. PLAN 333. - I I - I I I I . I I � � ­ -el "I ­­ ­ , -11-1 -1 I'll I­ -11-111-1. .�1-1. -­ ­�­1�1 -11 � # ' 'I - ;; I , I I I � I - '­ 11 , ���­­,-Z1 - I , � , I I . ;� i 1'-11 -1 I I I : 'i I I � � , -I-.-,-,-,- --�� I f- .-,- --�. � �­­ ­ - ­ il. -11--1 ­�,!�­ � >- : >- � �'� I I I I t ­ I � , I . I � � I . I-.-. I -11- �­ ,­ ­ -1 I'll­:�­ "t < I- I .11-1 t I I �: " ) � � � � � � � I � � 11 I- �* .,�. .......­-t -,11� < = I wo-':% i :,� � �- t, � I I � I � I i I I.,,'' � -1- I I 1. 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ED(P. -07 1 � 1�-PH(909)9874306 FAX(909)941-1528 - 18495 - � �iiiiiiiiiiiiiiiii,iiiiiiiii�IiiiI lilii,:iii�� �� � �� %, I PROJECT Sheet No. 1 1 1% "% '% ., 0 1 k I I - & I �� �OTE REG - j f 4 F= =� I -t ==--=-- � , �-� !;Eose I 3 -% L4- ��4 -� r-1. 1::�,k- D r?�I I W <��- - I cd, `� .t*-' V" 0 �% I- -* -- -I---� ± I " ��� f F � �o��- I :�� I - /--\ "� I N.- �;l - 'V-� , , - - +%- -,� ; �&a 47, ; I � � i. -F-1- I I I I I I- 0- HE 7-F V : i 7 : . i cd) I I %11� � .q, -7 I F---F---F- L -LL Li--�- 1 &--4 ;4 ),01, 'I , , , I , �� , - 4- -)- I 1 1 1 1 1 1 1 1 . . � =E===*Cz:= !MMEMEFEEM amomelffixellmom= i = IMMINUMMU= 11�- —_ I ; mwm7mmm 1 1 1 1 11 I I I I 11 I I I I — � I ____ I I ' ' I I I I —_ —_ ----.------ I' ll I I I —— I I — I I � I `7 I 7 i _--L--- I -_ PROJECT BENCHMARK- I I CTOR TO� VERIFY HOR1ZCNTAL &-VERT � ATION I I I -1 ­ : , 11 I - ­ ­ I 11 I I I I ­ � I I I I ­ I I I I I I I ­ I I I I - I : - I I I 11 I I I " I — 4"Jjq� _ I � 11 I 11-1 -11 11 I 11 I - I � . - I 11 I - I - I I I I I I I � I I I I I I I 11 11 - 11 I 11 I � 11 I � I I 11 I � I I 11 11 I I I I � - r _A1 jpr.p "4AL-- I I I I ___ � ________ -- --------------------------------------------- , I I - I 11 CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10056: 1 1 1 1 1 .i. - - I I I ---I--- I I I - I I I I I I I I I I I I I I I I AlTENTIOtl OF THE EN�i�`ft 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 - - I - - I 11 . I �I I- I - I , - , - - -'' I I I I 11 -1 11 11 I I 11 I � - I - � I I I i DESCRIPTION: 2" BRASS DISK IN CONCRETE HEADWALL STAMPED "o I - 11 I .1 I � I I I I 11 I I � � I ­ ­ I I - ­ I I 11 I I � � ­ I I ''I I I I ­ I 11 I , I I 11 I I I I - I I - ___._____,_______-,-,---'--,-,T---"-----,--I--"-------I-'-'-­­I-'-"-'-1-1-1----- .1_1_1_1________..- ­­.--,-,--,.- ­-.--__- ­­- __ _ I I I_ ­­­­-------1_1-1-1_1-1___-___1_..___1___1-.__-_.1____---___1 I­­__­_.____.__ _1__.1__-1__-____,._,_,.--I'--- ­­­­_____.__­­­_­�I.--,---­­ ___-1_1_.__.._ .--.-., ­­.__---1- -_11-1-------­___­__­____________­---­­­­__1-_1.__.1-__1_­­_­­_­­------1-1----��---,-�"-�-.-,-,��--"�-,-�,��--"---��-,-,-------- ­­.­------­­__­_,------,­­__-___1__ ­­­­­­-­­­--L--.,-,[---,-___-______.--___�-_- I I I I I I I I I I I 11 I I I � - I I I I I I "CITY OF RANCHO CUCAMONGA BM 10056 1987" AT NORTHWEST I I I I I I I-- I I I 11 I'll, 1-111, 1i 11 I 11 I 11- 11 I I - � I - 11 � I - I I I I I'll 11 11 I I I I I I'll , - I- . , I I I I 'll I ''I I I I .11, I'll ''I ''I I . 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I 7IL-111 I — - I I � , I 11 I 11 I I __0 7rnr--- —_ I I 11 11 . I _j I I I —_ I - I CONSTRUCTION NOTES — — 0 -G , ' '_�� I I I a�: I I I I I I I I I,, I CUR �LENG I I I I ­ . I I- I I 100 . �--- w ­ I C> . � '' - I I 11 I I I 11 ' ­, 11 I I I I'', , , IF I OF�WAL __ )�� 1w I I I I I I I I I I 0 11 - "I I'll I v; - �) V) I I + Lr) I Ci I I I 11 11 ___�__ ______ _T I I I— I — I- -+WS T L_\ ____A"i�� j in � I — a-0 --- -_ ______ I _____1q1 It_ I I I --CSL-bO--- I--- I I I Ir 1--% , , I - -- -I I I I - - I .I I I - I - I I - I �� . I -1 I I I � . ---n----a---I I I - I I I ­ I I I I I ­ I I I . . �, q� _. , . 11-1 I I - - 1-1 - 11 I I I I I I­ I I I � I I I I : - - Q ­ I I I I'll ­ .11, - � 0 w -1 CL ­ 11 . C) 14t- , I I 11 I - I I I I I I 1 (29— CONSTRUCT TYPE A2-8 CURB AND 24" GUTTER PER CITY OF RANCHO CUCAMONGA STD. CD 0 � 11 - I I I . % 1 C4 w000 I - , I I 8 to', , I I I . ____I;--� _� .�� 11 I . I I I I I �_ I I I I I I I dd I , r) N V) , 0, , ,,��, I I I I I . - Iloo- --i- - - ", --_________M1__________ . _____- __C)_ --<>-- - I --- ___ I - - L.j I ___ �_ 17--f= " I'll , I _+, t'j, � , I I I - I I 00,01- - - , , , , I I - 0 F. 11 I I I I CL _`0::_1___F , I %.,N I I , LAN 104. 1 1 1 11 I I I co T- I I "I _��O;;�� - -I! _--� : , , I R < I I I I I I I I I I I - I I � I "I I I I- , - - -- I'll , I 11 - . - . : , IL I I I I I I I I __ _� _�,-_�- --r_­ 2?11(1:�i , M 0 1 1 1 - I -C0 I 11q I I I I 911100,0i, I I I I I I I I I I I I 11 I 11 I I 1. 11 . 1 I I 0 11 ­ I I I I 11 I — — -_ --- — - ------- I %_- __ I e% - — _�;iofor_: � _____ EN—_ - I I J--% w I I r _____iln�:7t" I I 11 I I I � I C I I - ___r_ , zzz] I I I V__ V_ I 9 I I I I I I I I I 11 I I 11 � I I in 'I _T #% �_ i5 . --a--- -7�;, A CONSTRUCT TYPE All-8 CURB ONLY PER CITY OF RANCHO CUCAMONGA STD. PLAN 104. 1 1 -_ 1-11 I I � I I I I __1 - ,�_, _U I I ''I I I I I - I I I I I I I I � I . ,- I I - P OR 11 I EXIST-- W ( -MEDIAN J.B. - I I_j I I I - 0- ;O -, - -EXIST F G1 EAST 0 1 WALL I 11 I I - I I I I � = ____:jr fok k b/w7l\ . ______� I I I x -9- I ��_ _--ta __ - I )SED W:LY - ____ ..�__ -------- L.;v* 0 �._ ." - $6 - _­_-_____ — - I iI �_ I 11 I I 0001, I 11 I � I. I ," , , , -_ %-# I I I � I I I - !3 1 1 1 1 1 1 - I I I . I I I 1- 1 ­ I - I - I - I I I 11 1: - � 11 I ­ I 11 - 1 I I I - � " I - 1 I - I I � - I - 11 I �_ ;,t - 'Bdo C) , 1w - ?_,��_- I ____fl - I I I 11 -� I U 1-1% I I _: 11. ,!50 I , :F" I I I I I I I I I _;;;;�;;�o- I I I I I 13 : "�, I I - 1 � .4 EXISTING A.C. PAVEMENT, A.C. BERM, P.C.C. CURB AND/OR P.C.C. -%o" - ___ , I - M ' I -_ - -_ -E � —__C,j_ 04 — __� .'1..�_�________M_______�_ A,_____ - -"-Nt- _ta_ -1 'Oe5� I -_ - I �D_ CURB & GUTTER. SAWCUT LINE SHALL BE MIN. 2' FROM EXISTING EDGE OF PAVEMENT OR I C:) P?F-- , :St��_____ 000w-_, '' ll I -1 11 11 - I I I 11 11 I U-1 11 n r- I . I 'ot I I I I I I I I 1.I I'g'�-1�,� , , I, "" I - r I I EAST OF I I I I I 11 - I I I I � I � ­ ­ -4 - I 1 . -"> 0; 0) V_ r- '��____ r I I I I 11 --------- I I LLJ I __ I 11 + 6- - 1 0000- I I Ir L_^"'I 1 1 .%I. I ­WA_i L I - I I I M � I C " �� �� EXIST. ,F.S, -01 L A I)I.- I I ,I I I - I TOP OF A.C. BERM OR P.C.C. CURB. . ___�_:J=—— I . Be% - . — I -Lw_­110 I I I I--" " , - I . (A 11-3 1 1 1 00�� --- I I —— wil I I t=t j I --:5r — � I I - ________—— — 34- — -- -- — — � I 1-11 �1_4 * LI) I I- - I V_ `o- . , I I I , I , I I ,, -­ -, L_A 11,J I.- F-J. W L.1%1,�I. L IT L;.L I 'Buim I-I I I I � I I I I I I I I - I I ( ��,, 1 "" 1 1 1 1 ____ -'__.-_0!�:� - - - -I I - I -ool-� I I � I , - -- I. -I.I 11�� � I I . I I �I I I . I I I . �I I -I I I I I � I I I I I I ' , r, I - I I (A _T I , __­1�1.0-001"_ , I I I-;- I---- 6 ' � ,- _�� L � I t - @�- F EXISTING MEDIAN ISLAND HARDSCAPING AND LANDSCAPING. REPAIR ___ __ -2- =Q. - - ------------- - - I --- I I I 11 I I I I I � co Aj , —_ Ts n , 11 I I I I - I I I I - I I .__ , I I �_ rr. I - I I - I I � I , - , I , I __T_ I I OR REPLACE IN KIND AREAS TO REMAIN DAMAGED DURING CONSTRUCTION. I I r- I I\VI'OSED WILY T.C, 0� - I I I - I I I I - I I I I - - I I ''I 11 I I 1--" I � I I I I I I I I I I :a C.4 0) X� , r Co , P, - , I I 11 11 I I I I I I I - , I I I I I ­ I I - II I I - I I . . . 00000p, - I I , I -1 - 00- t6-- � fa__ _10 I ------- . ----__________________­_��_;;;;�._;;e_ _____________,_ -.--­ -­ ____ _1 ­_.__________­_--.-'I--,- -_____ -______,_______ -,- - ­ - _­— --------.�--"—,-------,-------�--���.�-. _ .---.L---��—�---.-----------,---.,--.,--, - -_________�010010101001 - 0 �,M I I - . . �_--I I I I I I . 1 14-_ W- I � I I , , r I I I I 11 ------ 'I- , r r 14�0----- 1011 11 I 11 I 11 I I I ' ' I I 11 11 I 11 I I I . I rr C__) � OR C-4 ` - ' � I 04 � , I- - I /--- --;;0-0; 11 I I I I I �I, I I I 1 4�1- 0 00 11 , I - I I . C) "t + I 11* I _-4-BBBBB I I I I � I I I I I 11 I I I PER CITY OF RANCHO CUCAMONGA STD. PLAN 119. 1 -----+---Ad---- _____:;;;;;�1 ,14_50_"_"`- -- I I I _t �M_-( --%-- I __� -J.- .1 I I I I 0— I 11 ____ la I - _______ - ____ .e!! I L I I I -I I ­ - I I I I I I I � 11 "__Iry I n I I I 10" � r I . ­ 11 I I 11 , , , , -_ I '' I '' , L ­.-, I I I I . I'll, - I .111 , ,It 0 �) 1 6 5%) 1 1 1 1 1 1 1 1 1 1 -11 I I I I I I O4 I r I - 11 ------' I I � I I I I I I I 1, , I I I I 0011 I I 11 I I I 0) `Bt I I I I I - ,* + - , k I I I I ��!:��/ I __ I I I I I I _1_1 - I v- "I L L 11 I N I - I' - CONSTRUCT P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLANS 103 & 114. _�_ ;;00�_ ___4 1 . I------ - , _______ -_ -11--f- , I I � - -(j--"\ I I -_A= , , I I I - __ ----I----� - '� I I r o.-O-ol- , . , , ''I '' I I I a It ­ J..,.4--- (A. 6F0 I —— I r - I I & I I I I I I I� . r ___01.7 � I I I I I I I I I I I I 11 . I CD W3 :1 V-I fou I � r 11 0--O -,, , � I I I I I "r I I I 11 I I I I --olloo- I I , 11 I ——C) __',;;._�.;�I 1000,100-100-__ I I I I ''I I I __ I � -J.. -_ - --- I I I 11 , . � 1 - -_ I I I - I I CONSTRUCT 0.35' A.C. PAVEMENT OVER 0.50' CRUSHED AGGREGATE BASE PER CITY OF 01�_�,�Z,'�,--,-- I , I ..I-- I I I I I I 11 I I 11 C) C� . I I I I __ ____4__ ____�,.,- .I:z , _;;O�;Bi - - 0— I I I I I I I I I 1'r I 'll I I -_ - I - I--,"' I 11 - 1-11 I I I I I I - I I I I I I L I I I I I I 1 M N I I I I I 11 I - -_ I I I I I I I I I 11 I I I I . 11 I I CD I r r . , " , . ­ I I 10' 0__10_� I I I I I I � I I I I - I I I _ :! f.j 'I/-- I I I � STD. PLAN 1 OO-A. ____1 ____ t ,--**' � - -_ - ____ V_ a- I I 11 I I -M--::�� --�-- I ,I I "I -11 I I'll- _*77 '' I'll I I'll -I 11 11 I --- - r Piig - , ___�: I __T I— I - -11 , I - I 11 r,I I I ."_1_11.�, 1-1 I I I 11 ' 'I 11 I I � - , , I' ' I I I I I I I I 0 "'- 1 55, ''I jr , I I I I "a, REMOVE EXISTING TREE. I V.- ---r -I- I r I I 11 I 11--o", I - I I "I I - I r I I I -1, , ''I ': :, I I I I I I I � I I I . � . - 1, , - 1 1 1 1 r 11 11 ''I 1'r I - 11 -1 I - I I -1 I I ­ I L I I � 00e , e— I— I I I I I I ll I I I I I I - 1 I I I I "_ 1. 11 11 I I 11 I I - I I I I I ''I - I 11 I, I I - I 11 11 - I ­ I ­ I I I - 11 I r "r _�_ - _ ;Pol� 'Ir" 1-1 I 11 I ­ I I I I 11 I ­ I - I I I 11 I - I 11 I­I r - - I ­ J`_1\ 0 1 1 1 1 1 , - - " -I I I_1-,__ �­ I I - I­ I_r .- 1. ­ 11 L r -"I 11 I - I- ­ I- I I 11 I "I 11 1. 11 I I -). -, - -. - I I � I I I 11­ ­ �� ,I r 11 - I I ,-.� , -, I - I I I I I I I I I I I I �.o;.....i......o'..o.,ol __ I � - I , � 1 5� 1 _j I I I I � 11 I I I I -10 - I , I I i I I I r QZ�- REMOVE EXISTING P.C.C. SIDEWALK. ­_ I -1 I i _04� i I I I - ____ ____ I- X_ -_ _1%, I - I I I I I I I , I I -41:t- __;�__w ----I-- _�__ �� I I w_F--- I - I I I I M 11 I I .L: I I I'll "I I I I I 11 t , 11 I " " , � co , . I ­ 11 I I ­ 11 11 I I " I I ­ I I ­ I I I I I 11 I I I I - I 1--; I--0000ioo" I I � I I . I . 1� I , 110o, 01-------I--—————— I I �-.--ol __i__�_ I I I —- I ---__ ____ .......�� __ ____ ____ —_ —_ � 1___1 I I - 11 I - I I I I I I I I � , I __---q- 1,0 Pr) I --;;;�-I ------------- �5_ REMOVE EXISTING SIGN AND POST AND SALVAGE TO THE CITY YARD. .- I I I I - EXIST. W'LY MEDIAN To B.-\, I I � I I I I I � I I I I /� x I I Lj_.>. r+ Uj , I I I I I I I 11 11 I I I t' 'I I I I I I 1�" __-----4--------- 1 -11�_I" I I I I I I I I - - ________ ___!� 1 1 1 1 --t - _______________ — I I - 11qt I I I I I I I I I I I I I I CONSTRUCT P.C.C. DUAL RAMP RETURN PER CITY OF RANCHO CUCAMONGA STD. PLAN 102. ______ 1___�,_ - I - I I 11 , I � I , I I I I , I I I I 11 I I I I 11 I I I I I ;� 3� V000 V_ 11 I I I . I I I I I I I 11 I I I I -tt I I - - j__1% I I I -1- a- ___ -;;;�� __ ___�__ � - ------L--- , V-.r-�__--------------- _____ _________t_ - _% I � 11 I - I I I � I I I I I - I - -1 I I . 0 a) , I . I ­ I 11 I � I I I I � I � I I I I I I 11 r I I I 11 , " I I I I I I Q?)-- RELOCATE EXISTING TRAFFIC SIGNAL, PULL BOX, AND ASSOCIATED HARDWARE PER TRAFFIC ---4-- .o.o.o.00 0--) I .,`o",� I L I I ---.-.---- ­___­____,____,__I ____ I . I ­---.------- .__ -----------�—�--�—�---------...�-------,— .- ___ ______ ­­____­___ I I --------a::— — ,---- —_ — -- ----------�.—,---�-.-...---.-------.- I I 11 11 I , 11 11 I ", .w I CL 0 , I I I I I I I I ' 'I I I I I I I I I I I I I I 11 11 I I I I I I I I '' I I 11 11 I ' ' I I I — — __ —_ — __ ---------- — - t I I 11 I " I I -I I 11 I I I - 11 I r . --�­--- ___­_­_­­­---.-- -.e ______ .----I-.- _­ -"---_ - __ , - I SIGNAL PLANS, PROJECT SHEETS 27 THRU 30. 1 1 1 � I I I r r I-11r I r I I 1 714 -_ I I —+— I I I- 11 -1 I . I ---I---I _____.____._____-___.____ --- —_ . , - I I L" I I .I oo`."._oo� . I I I - I I I I I I I I� I � r I I I I I 1 11 -71 , I I I 1, I , 11 - � � I I I I I I I I 11 I I- r - -I, I- I 11 11 I r � I I - 1 11 I I I I I I I 1, ,,� I - 1 I I I - - � 0- REMOVE EXISTING PULL BOX/HANDHOLE AND SALVAGE TO THE CITY YARD. I I I I I I --_ -_ --- -------------- -_ I I' +1 ___r_m__::�� I . � 1 - I I --- I I I I - I I I I I I 11 I - I I I I I I I I I I r I I I I I I I I I ___m ______t__--_----- I I I r I . I I I I I I -1-11 ,, , I I I I r I I 11 I I I I I I I -r I I I I � I I 'r I I �:� I 1, ", I I I - I 11 I - I I _____ --- , - --- -_ - -------- -_ I I 11 I - I �5_ COLD go PLANE EXISTING A.C. PAVEMENT MIN, 0.15'. MINIMUM WIDTH OF COLD PLANE SHALL I i I I I I I I I I I __ I I I I I I------F--- I I I BE 5 1 1 1 1 1 1 1 1 1 ' 'I I I I I 11 I I I- I- - I I -I-,- I I I L I I I I I L I --1 I I 11 I 11 I I I I 11 ''I ­ 11 I I I I 1-10, , '' - -1 '' I I 11 I I I I I I, - I '' I I I,- I I 11 '' I I I I I I 11 11 I I I I I I I I 11 I I I I I I ,- - ______ - I " ,,,:, " - ,r r , "r I' ll I I - I I __ _____-I -1 -0 __ _____ - ______ ------T- __ I r, - 11 --= ___F_ ____i_ :t_-------- -f- I � I I I I I - i I , , r I Ir , r I 11 I I I - CONSTRUCT 0.15' MIN. A.C. PAVEMENT OVERLAY, __t___ I 11 11 11 11 '' I I I I I I I I ''I I I I I I 11 I I I � I 11 ''I I I � ''I 11 I I I I 11 ­ I - 11 I I I I I I I -11, I . �5 0 - I 11 I I I I I 11 1_1"` I I I I I I I - I � 11 I I I I I I I 1, , I I I I F. I I 11 11 I V I— ",- I- _r- , r - ___ -11, 11 I " ''r I -1 I -I - ­ 11 ­ 1- _� I I � I I'll 11 11 11 __ I I I I I I I � .0"'- I 11 ­ I 11 " I 11 1. I � ''I ­ I I ­ � ­ ­ 11 I I Ir I ' 'I IL -11 .- � -11, I - 11 I I I 11 - 11 I - - I I ­-1 -1 -_ ______ I I I r I I I - 11 - I , I ------- - ------- ---- ____ --- I I -_ I I----------�_ - . � � I I I I ' 'I 1. I - 1 1- 1 I ­ � I I I __ , I I I Ir' I I I - 1 I � . � I - I - I I I - I I ­ I I � I I I I . 11 11 11 , I ­ �, I I I 'r REMOVE EXISTING CHAIN LINK FENCE. � - : � I I I I - I I I I I � I � I I I I I � : I r I I I I I I I I I I I I I � I I I I I I I EXIST W'LY MEDIAN ,T.B. I I I I I I �5_ q< I I I � . ____ I - -- I __ - I I ____M-4--_ I I I i ------- ---I- , I I I 11 r ''I I 11 I I I I I I ­ I 11 ''I I . I - I I I I I I 11 I - I I I I I I I -1 I I I I I I I __�____ I I �9_ REMOVE EXISTING WOOD POST WITH STEEL RAIL BARRICADE. I __ I � I I I � I 11 I I 11 I I I I I I I , , , I I I I I I I I I I , i I I I - - - - _____ _ --- --- I I-_ 0 1 1 11 i - Ir ''I 1-1 I 11 11 I I I 11r, I I I I - I I --- I I , I I I -_" , I I - I I I I I I I I I I I I r 11 I I I I I I I I I I I I I I I I I I I I I I I I I � I 11 11 I r I I I I I -11 I I � I I I 11 ''I I I I I I I I I I I 11 I 11 , , I I I I 11 I r INSTALL 2" INTERCONNECT CONDUIT WITH PULL ROPE AND #6 PULL BOXES AT 600 9 ____ - I _______r_ ­___ - - I �__ I I I I I I I I ' ' I I ' 'I 1 , I I I I I - I . I - I I I I I I - r I PROFILE SCALES- I I I I ri I _____� I I I , r - _____­______________ — — - , & I r I I i I I I I I 11 11 I I I I I I 1 I I 11 I 11 I I I I I 11 11 11 I I I I I I I I I I I I I I I __ ! — I — . . --- — —_ I _7_7 I I 11 I - I I I I I I , I 1 99 1 1 1 1 -7 1 1 11 I � I I I I MAXIMUM ON CENTER. I HORIZ. 1 =40' 1 1 + I I [ I I I I I I I 1 99 L I L I ____ -------- I I I Ill 11 I : I I 1-1 ,r I� ,I I I I I I I I I 11- I : I I : - __F - I -1 I I 11 I �I ''I I I I Ir I I ­ I I r, , &__ CONSTRUCT VARIABLE HEIGHT MASONRY RETAINING WALL. REFER TO WALL PROFILES AND VERT. 1 =49 1 1 1 __�_ I I LL DETAILS, SHEETS 21 & 22. i N....L,..........I...11......I..." I I_L__LL I I I + I ' 194 195 196 197 198 199 200 201 202 203 �5_ ND COVER / M.H. RIM AND COVER TO FINISH GRADE. � &__4 � I � I ��_ INSTALL 114#1666 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. (PAID FOR AND COORDINATED I -1. BY CON TOR SHALL BE REQUIRED TO INSTALL ANY MISC. FACILITIES � ; I " � ** DRAIN PIPE IS GRAPHICALLY DEPICTED ON WEST SIDE OF EXISTING WALL FOR CLARITY I � I I i I '11, � � (INCLUDING CONDUITS, HANDHOLES, PULL BOXES, ETC.) AS REQUIRED BY S.C.E. i I I I I _," � �� � � ONLY. DRAIN PIPE SHALL BE INSTALLED BETWEEN THE EXISTING AND NEW WALLS. : i 7 I TRAFFIC SIGNAL NOTE �,.Ilr Ir r � I . � I ,;_ VIIIT14 F31 mAs-r A,zrn & ,z,71 Ht<�q p,dST r_L.6cTP_ot_,EF_:,�. I � ­ � I � — _'%,,� � I � I -, I I � L.�r, I I Ir CONSTRUCT P.C.C. SINGLE RAMP RETURN PER CITY OF RANCHO CUCAMONGA STD. PLAN 102. """,",_,","�,,�,,r-''"�"'�-'-�­­­­ -1-11,-,,r--__-11,_ ­­ I _11, a- ­'­,'­�,7�,�......�­­­�%­:, ��­_,�-­.",:---""�-.�,-,�,-",�",�:��,��.,-�-"-�-,-,"�-,-�"----"�-��,,�,--"-,�,:-�".�-'r�L"�..........--_-----1.11_ I � � ", ,_ 11 1.1-1 '111-1-1- I,...�I I-1_1 �-­- '' e �, 1 -3 __,�. I - ­.",­­ ­ ­ I � � &�' I � � REFER TO TRAFFIC SIGNAL PLANS, PROJECT SHEETS 27 0 �L � ',�rL __x � r I "?11 I I � � / I I � � � " I � - ,'IN 1� I � � I � " � .11'r .L , 11 4 � , FOR TRAFFIC SIGNAL LOCATIONS AND INSTALLATION. , �� INSTALL 3" DIA. HANCOR HEAVY DUTY TUBING, PERFORATED ON TOP HALF ONLY, FULLY , , � I � I : � I I � � � ,,r � , � ; � I I _, ,W,� -, I I I C Ir 'f , I � , ; " I I " , , ,�' A � I V-) � � ,_� , � I ; � I -�, ­ 15 ��,�: , , I, �, � : I 3 ­ I I � ji � _, I � WRAPPED WITH SYNTHETIC FILTER WRAP AND SURROUNDED BY 12 x12" MIN. PEA GRAVEL. . , � ZSTREET '' I I � , r, � �­­,__ 1, ­ - � �1, I I 1, .,\ ' I � i �! . - L _1. I I � 1� I � 11 I", ! I � �11 � li, � � 1, ,�, -L L, r, ..­ - 1, I " � I . I � � �0�',I , �­ ---r:_�,�.-L.��,,�4"�,�.-,�--__,-���, � , 'j ,�,� � - � �� � I � , . � � �, I �� , 0 � 1, . , 11 I Ij '�, I , I �� : L _r - - '--- � �L ­��,%; I � I � I , ; , ­ ,� �­ , � " ,.___4-_r _,�"'_ ­ rrL' � � ,, "I , " ''I � �1' ' � I I , %, ,�� 1��:,L��_W,,­._ '' L'�� , ,,--,--,'1 2L-_ rr­;,­ � r 1- _ ­-L : r , � � � `,�" _ LL r ­­ I � �z �i � I I I ­ _1 L 1 -,� Ir I " �'�,,,, �' I 11'-111 �i � I i , ]11`o�ll � i . I "L "'. I 1 � I I I a I I , �, " MESADA ­__­­ ­­ I ­­ 1, I v . 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",11 ' 11 -1 ._�`� ,_ I_ __ I � ", , � �" � ," "_""�i DGA I ' ­­ ­ 1.11, I , p, " . � I � I � _1 -1 - I I . 11 __'' " , _ : _,­_,_­­,,�­­­­­ ­ _ _ ­ ­­­-I­ ..1.11 I . � _� I ,� I . � I � I, I " I , , , �, '_­ I 1-1 ­,, SP1.01 — OF 30 1 1 ': 11 I I � I I - ­, � , 11 I '�," I I I ,_Ir — � � I � I ; � k � 2 i I , 11 r . r 1, ''� ­ , , " .1� '' I ) ". , � I I � r 11 11 � I I- ­� I I � ­ � I I I � . I . ,L � I ,� I I � I I . , . I I . _ - " � I � I I , - . �, I � . I I I I � ., I I i I,_� I I I. , � �0 - �I:- �1 I � ; � n.-I I I , " I 11 � I I �� 6 , : I 11 "I" ---.--- 10271-B TRADEMARK STREET � DANI E. GUI DATE DRAWING No. I R.C.E. 224 "7 RANCHO CUCAMONGA CALIFORNIA 91730 - I PH(909)987-4306 FAX(909)941-1528 1885 — I , 11 � , I � I" � I I � I I I �� � ') I I " � 1 --4—. - , � I I �: am= , " , - * - ' BB1 07UHT . F .I — I — FH I C I I I = I _�_j � I ____0 F=��OT :::I_— - �,T_ _ - ,__ -1 - 41 ,,"1�1_1'1 I— A 17.01 ____1 1 :4 i_�N:: I —1 4-0-1- d I I .) 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I � I I I I ' ll I I I I I I I I- I I I I I 11 - 11 � ,: I I - � - - - 11 I I TOP OF EkSTING 'NALL � � I I I - I - I I ­ ­ 11 '' I I I I 11 I 11 I ­ I I I I I I I I'll I I I I I - I I 11 , I I I I 11 I*CONTRACTOR TO VERIFY FORliON'rAL & VER--ICA_ LOCATION I I " I I I 11 I I I I I I ' 'I I I I I I - I I I I -I _,�\ I�_1�1, I - I I I I I I I � I 11 I I 11 ­ I - I : I CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10056: - ____ ____ ----I- ___ ___S�� _________________________- ------�-------- --------------- 11 ____ r%V I I , I I I' ­-� TO START 1017 I COINS K, AN-V DII-CRI-PANCI SH)�LL I I I I -1 I 11 ''I I I- 11 I I I I I 1-411, 1 1 1 1 1 1 1 1 '' , I I I I I I I I 11 I I ''I I 11 11 I I I I I I I I I I'll '' I I I I I I I I I I 11 I I I'll I - I I I 11 I I I I 11 11 '' I I DESCRIPTION: 2" BRASS DISK IN CONCRETE HEADWALL STAMPED E' Aff - GF_ - __ - - --- ----------------- -1 ---------------- - -_ I - w I- -BK Uf -1 0-3 H-E--ATTI I I I �� -(3------- -------------- I I I I "CITY OF RANCHO CUCAMONGA BM 10056 1987" AT NORTHWEST I I I I 11 I � � I I I I I � I I I I I I I I -1 I I I - I I I I I I I I I 11 -I � I I -I I - - � I I C� I I I I I I I I I I ''I I -1' 'I I I I � 11 I I I I I I I I��"-7' , '' , I I I 11 I I 11 I 11 I I I .I I I I I Ill'', I I_� - UE, AT EASTERLY END I L--p �_ , I 11 I . . 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I I ' ' I -I - I I I I ' ' I' ll I '' I I ­ I � -1 1�t I I I '' I I I I I -11 � 11 I I 11 I ___ I I I I , Li-____ - - - We- 11-1 < !=- 0 � . I I I _­________ 7 -_ - - --- I ______ - I , , ��ool- ---�_J ' I (n , , � co , - _-T- I I I I I -C) �_ - I - � I I I I � I I � I I - - � I _t , C F, I - I I I I 11 I THE LOCATION (HORIZONTAL & VERTICAL) AND EXISTENCE OF UTILITIES SHOWN _10��F_ ___F_ . 11 F7_� -1 I In Q _F I I I I 11 I I I I I I I I 1___r__ U_ I I I�::, , , X � ____ - _______ I -1 I - I I - I � � ,%ff. ____j I 0 a I � I I I -I 11 - I I C) I I I I_0______ Ln - APPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS. lw� ___ I -1 TO� O� PROPO�Eb W`A(L�4, I - j - I F - I I I 11 I M '' , " , :z r--.' %A,�_ ''I 11 � I I I I I I I � _ 11 I I 11 11 . 11 11 I I - I- I Uj � - Id. !0 _+ I I ------------- - ---- _.e__�_-- ____ � �e__ _____ I I I I 11 I I - -1 - I I I - I -1 I I .11 I __+_-U,r- I 11 I 11 I'll I I 11 _M_----En-----c 4)-q ,� _1_ 1 11 I I - I- , � I I I I I THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROUND I I ____�:r 7-- �0 "":� I I I I - I 1, I I I I I I I I I I 1,�, I . I I I I I I � - ,��, I I I I - - LO" I I I I I �1� I - - < -0 C %..00 I - 11 I I I I I UTITLITIES (WHETHER SHOWN ON THESE PLANS OR NOT) TO VERIFY HORIZONTAL I I I I I I I � � ll_�, . :I , � , I I C) ,qt �____ , W . I O..� " , I I I _Q� ID - I I , - I - I I I - I I \, I .I I - ... __l__l`l'- _____ -- - I e-1100 ____ ____ ____ I I I - +-____--4- I I _4__ � � - ­ I I - - - I I I 11 I 1� * I I .., -C> %�j .�.� , --­ '' .. I � , I , - - LLJ I I TOP Ur 11�11.*)I INU VTA�L­, I -11 71 T - I -1 I I I I I 1-1 1-11 I I I 0'' C) 7 'CL I - I I I I I I I I 11 I 11 AND VERTICAL LOCATIONS PRIOR TO BEGINNING CONSTRUCTION ON THE STORM I - . I I I I I ____ - - -- - - ------ _____ ___U._--Cy--4­ -_ __________ - --- ____ __-tzi -j- I , , I f-' ' - 00 - I I i-t-0 - e!__:l_'_ I , - W, ;��_____ .1 --A- , I I --1 --I I I I I I I . I I I I I I , DRAIN. I I _j I I ;;� I'll I I I � I I 1111;1� I ''I (:i M I I C:) 'It _ ro , I I I I �I I I I- 1 Ill-7- 1 1 1:: = \ , , - __j-- - �l I /- I I I I.-, 4 D� I F-: + C4 � I I . - I I I 1 __7_____w -------- __ ----I-- - "a � I , 1 � I --___ . I - I I � I I I I __ :" ��,��: ,;,_,_;',z__, I I I I I I XIST I I I I - r-I I I I � I I .1, -_ I- I a Uj C%q V-, + +__ _j- - 1. oe�� '', `­EXIF _f --?-- __;�__ 5� p ,'t _1 I � I �_-, � , , - �/ I S.10 I: BERM .-i 15 r- 11 .01 10 I - I I I I I r,: ic, I -_ .�O!�_ I I -1 I I 11 I I I I I 11 I 11 11 I I . ________�__ I I 11 I I I -111 , -1 - -11 I'll. 11 11 -6 r-1 , I I 11 ­ I 0!�: 0 1 ­ I I 11 I 110 := I I 11 I I I I I 11 I I - , I I I 11 - I 11 I I I I ''I I I I- I I ILLJ I __7T F__ F I ,;,00T - ___/I I - ___7_ j-: ----C),-41:- _ __ - � - - ___ --Q-------- ' -4 --+- .9.1.----- --- - ---(I>-_____ -_ - ___ ___ I 41�. I - - ' 'I I - I I I I - , '' I,- I CONSTRUCTION NOTES - - I LLj __j- - - I - -11 I I + cn- -1 I I ", �____"_ I I 11 1_1.1;� 00 , I - I I .:- l:z I I I I I 11 I 11 I ': 11 11 I 11 -_ - I IF -1 -1 -1 Lo "qt_L I ,,, v I 11 I I I I , I , , '' 11 '' It I 'll 1� 11 I I I 11 �, , ''I 11 - I - I ­ 11 11 I I -1 I � ­ ­ [ , - I _ - I I- 11 I .!5:r _ 11 ' ' I 0 x � - C,.��;-*" 11 ­ 11 - , ---ta____ _-, , _____ I I -Lf-- - ,Oe�`l __,_� I - --- ____ ______ --- - Im tDt___ - ____ 0 ___V�_ - -:I_ I I I - -7-e U 1 , , ;;;It I I M - -------L-- I -PR F_ � ..., - 11 I I I 11 I I X I I I 11 I I I I I "I 11 11 -EX':ST. F.G, WESI lut NAL_ I- I � �� I , , , , U � .1,11 , - F- 11 w I 11 I I I I 11 a 11 I I - I _ -j-7=t_ - T_..________ --,-- -.-- , - __ L_.]�> ___ � - --,---,-_____WL---._ ___­______--_ ­_.______._.__, _____________­__ --------"-�-,-..�--,-,-----:::J:-- -------, - _-_____l____.. ---,---______5:��_t____-1 - -__- _.___.__________ ---,------,------,-----,--�-,-,---------- " GUTTER PER CITY OF RANCHO CUCAMONGA STD. I _­_-__-_ -_-__--j-X7_---'- -_11 -- ---- , -^7_�_':�,'77 -14-- .;,o� -7-F--I.------____--.-,,; 7 -7- 7-- 1 f-V -4- I .. -7I ' ' I "' ' , ' ' , , I , ,I . , "Oe ''I I Ld I 11 . ,,,�',I, , I I , 1, I" , , , ''' ' >< I I 11 I I - A48ty I I I ' ' I &_ - _j I I F I'ROROSED �'LY T.0 _,do I�I I I I I I I�:��,�, � I I I ,, ,, I I I I I-.O.-Ir- i , I I I cm , I,--,' I I I , �, I I I � I I 11 I I I I 11 I I I I Uj, I I I I I I , I I 11 I I I I I I 11,, I I I 11 I I I I I I I : PLAN 104. - _ :h % 9-1 - -_ _____ -__8__0q_- � " - -_ ___________ f j _j I 11 I I �_ "I " - - ' I '--L 11 I I I I I I ,;;-Z------ + w 11 I I , 11 1. I /--% I I I I I I I ��� I EXIST F.G. EAST- OF WALL_�-- I I 11 I I 11 I I __11, I I I I I " I 100 to � � I I - - , ,'' - , � I . � - I - - I I 11 I 11 - I - I I - CONSTRUCT TYPE Al-8 CURB ONLY PER CITY OF RANCHO CUCAMONGA STD. PLAN 104. --t f- I I I I I I I I -------I I I 11 I I r, I I I � -.-I I I I I I I I - -,--r-2- C lb 11 I I I I I I I ..�10� -- - I I I -----__Q�_-I*- �;�_SN____ '' - -_ I I I I I --- I I I �� - C:) 1. " 11 0�_­ : I_,;�!` I I ___' _ _�_ - I I j-'�7 _j , C) I- � :).�� , , ,� .,- I I I I I PZOPOSED W'LY , .C.- N V-' `-E OST,-F.S. C0 EXIST _W"LY BERM 1;;� I I 11 I I , I.. -I I I I . - �� - -.1 - I __� 11 I I I _-.100, I I I " I I 11 I I 11 I , , I I I I 0-11- I I I 11 I I I I I � VOL - --r-, f. __�erl__11_ - ____��_____ - ___ -_____ .t:��_;e ____________ --- ---------L- I -- - + I EXISTING A.C. PAVEMENT, A.C. BERM, P.C.C. CURB AND/OR P.C.C. S.- C:) %4 1 __ __ I , , I __;;� , I I ___6tl_lq_ I I &_ + , _t4 .,_ , , , - . -I I I I .1 -1 I � '' I I I ''I I . I -1­ I - ­ I I I I - I � I I I - 1 11 I I I - - - I - I 11 - .---_=1--J-, _78 '. - I I I ji - , 'j- 4L � .t �74'� ,�,% I � I CURB & GUTTER. SAWCUT LINE SHALL BE MIN. 2' FROM EXISTING EDGE OF PAVEMENT OR �n I- 1* I I 11 11 11 I - __ -EXIS". W'LY- ME[IAN, 'j,"e-- PROPO ;ED W'LY BYW- oe�r � � � - ,,,-'� - - -- " ,,O��F I I I -___:i ___ . - - -Moe I- " T_Bl� o�1 -----7 6- _____ I I -_ I -_ - I TOP OF A.C. BERM OR P.C.C. CURB. ,% 'm �__ 1w, �, I I I I -21-0, I I I I I . I I I I I I � I . C) - - I - I I I -I I I ­ 11 ''I I I I I I "- I I I 'll 0 1 1 1 1 1 1 1 1 1 1 "I-," I ' 'I I I I I I I I - I I CD , ,-C:) I " ��l I I I I I I I . ,i� )0 01% I _,Oe�;�-;­,F I I .0 --- - ___________ -- I --- I I --- , -fk+ I I w-4- I _:�� I I I -CD- _ 1 1 , I F EXISTING MEDIAN ISLAND HARDSCAPING AND LANDSCAPING. REPAIR j�;r- -.4 .1e- I %.O I I I I I ,0 1 1 1 1 1 1 1 1 1 ;�I;l�_- I I I I I . I I I I I I I I I I I &_ . Lo � . - 01' I I I I I I I C) - � I .0 -11, I I I I I I I I I I OR REPLACE IN KIND AREAS TO REMAIN DAMAGED DURING CONSTRUCTION. __________0_ ,;i00,;?I,- oall-11 -- -cnr 0--_ - __ l < �_ - I I 1 .01- . . 104 11 I I I I I I I -_ I . . C� , �� I .1 I + D I I'll 'EXIST. WLY MEDIAN T B.-, 0� I I I + , �5 C) 0) rn a I I I I I I I I I rl�- 0 1 1 11 I " I I I , I I - ___ ___M 1�n I C; I I k _.ef� I I I +-_ -cr *---:7;--, --- ll� ______ --- -+-- I - CONSTRUCT P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLANS 103 & 114. -4 I C) 1� I , I -_ I -_ I 11 10 -4 � + I I I I I 1-11, I I I I 1 C4 - ,_�_l I I I I I I ��_ I I I I I I I I " I I I I 1 M 1 � -, I - I I I I I I 1 7----g .e I I I - I I I I � - I I I I I I I --ta le)__ Vn 1 141 ) - I I "I I I I I I 0��,O- , I I I -1 11 I 11 I I I I I 11 I I 11 I I 1-11 I I I . I I I , , , ,, , I I I I I , , 1, I I I I I I li I - - - ------------_ ______ _______ ____-_ -_ -_ CDI I - I I I 0""', I I I I , , I 04 6 Cq I I I I I I Ile I I I I I , I I I I I 11 I I I � I I I I � I I N" V4 , op- I I I - I....-`," , , , I I I I I I � I I I I I I I I I I� I I--, I I I I ' 'I I 1 - 1 I I I I I I , %..O . I I I I I I I I � I I I I I I I .1-1 I I I I I I 11 I STD. PLAN 100-A. _____ - - - I 1- - _____ - ______ I I I I I I I I __+ C) 114, / - I I 1- _,_� + - - I I I , � I I C�_ CONSTRUCT 0.35' A.C. PAVEMENT OVER 0.50' CRUSHED AGGREGATE BASE PER CITY OF ,,-,4-ISO-- 1 ;;�4 7-- 11 _;olz _____ voll�!� - , --- _____ ------------- I-_ I I I I I I I A A __ __ I I I��i,:'(&, F !3 @ EXIST-I WlY -BERM 11 I I L�� I 11 11 I I I I - I I I ell 11 I I I I I I I .00 I I I I 11 I I I I I I I I I , , , I I I I I I , 11 I 11 ­ ' ' I I I . - I I I 'll I I ' ' I I I ' ' I I I I I I I I I I I I I I I I I I I I I - 1 I I I I I - 11 I I I I ' ' I , , I I I I - __ '_� 0-0-, _____.__,______­__.__ __ _____ .----------.---,-----�--.--�--�---. ­l.____l_.__' _________ - --------..�-..-----,---,.--�-��l--.-------.,-----��--.,----�--l.-��---,�--- - � ­ ----.-,-��---.---,�-.�--,------- _,__________._____----�-----�------.�-.----------.-.�--.-�--�----.-------.-.-------------�- ______,___ - REMOVE EXISTING TREE. --�-7-;,---- 1 1 1- I I I I 11 I I I I I I I I I I , , � �g - 0-1 ----------- --­_5� - I I I - - , , _,____T,_____,____,____, ' 'I I I I ' 'I I I 11 1 -14 - ____� t--,- I I ' ' I - L I ­ - _ I ­ I I I "I 111.10, 11 ­ ­ I- ­ - -_ I I ' 'I ;I'll I I ­ I I I I I ,- I - 11 - 1 11-_ I I I I' ll I I L_--,s I 11 I .1� I 11 I 11 I I I ''I I I 11 I I I -.1 �I I - -I I I I 11 I I I I I I I I I I I I I I I - I , , ___ NN , "I I I - I I I I I 11 I ----------------------- ----Wof-- I -_ ______ - ________ - I I - REMOVE EXISTING P.C.C. SIDEWALK. llll::�;�1,0� -- "-E',(IST, , F.G. ,__T�11�I-I I I 11 __] I 11 11 I I I .-e 011 11 I I I ­­ ,,, ' ' I 11 ­ I I I 11 I I 11 - I 11 I I I I I I I I I e�_ ____14l== - I - --- ---------------- le_l _--- ____ ------------- --- --- I z: iiio` ______ I I - ,l." I I I I I I I I I I 1-1,.- I I . I I I I . -- I I , , , I �5_ REMOVE EXISTING SIGN AND POST AND SALVAGE TO THE CITY YARD. �J:EXIST. F.G EAST OF IVALI I. I .11� . wIll 11 I I I I I I _t ____-r-___ ___ ________________;e______ - - - __ .;- I I I I ' ' I I I I I I I I I I I � I - I I I Ile- , , 11 , , I I I I I - ___________ ____ ------ _ __ _= l I- -1 __1 I I � I -_ &_ CONSTRUCT P.C.C. DUAL RAMP RETURN PER CITY OF RANCHO CUCAMONGA STD. PLAN 102. 1 1 110, , I I I I _" ____ "'� __ _F I - I I I I - I I I I _+ = T 0- .,I-o" I I I I . I I I I I , I - I I I I I 11 I I I I I I I I I I I I I ' 'I I I I I - I I I I , I I I I I I +EXIST. W'LY MEDIAN "" I I I I I I I I I , I I I I , I I I I I I I I I I I I I I L RELOCATE EXISTING TRAFFIC SIGNAL, PULL BOX, AND ASSOCIATED HARDWARE PER TRAFFIC ___ _ I >I",_.� 11 I I I I - I I - ______________ __________ ________ - I ____ __ - �a_ SIGNAL PLANS, PROJECT SHEETS 27 THRU 30. .1.1 �_ I I I I I I I I I I I 11 I I I I I 11.1 I I I I I I I I I I I -1 I I I 11 I I I I I I I I I I I I I ''I I 11 11 11 ____Cr____ _______ I _�_ I - I -_ -------- I .1.1,-------------- +_ ,_________________ - . !--- - I I I I I ;;�* I I I - - I - I I I I � .01 I I � I I I I I I I I I I I I I I I I , , , I I I I 00, I I X-1 9 I -.10 -_ _____ _F I- I - - - - � . :2 I -�----I'- I __ I - I I I , , i + BE 5 1 67�-- COLD PLANE EXISTING A.C. PAVEMENT MIN. 0.15'. MINIMUM WIDTH OF COLD PLANE SHALL ____ ______---------,---------- ------- - ___ , I I I �T --- 11 11 I I I I I , I I I I I I I ,1, ''I I I I I I I I I I I I - I I . I I I I I I I I I I - I I I . --I ------- I _�+__11000 I I I I I - I I I- I I -I I - 1. I I - I I I I I I I I I I - - , � I I I I I I I I I ::: - - I I I I I 11 I I I I I I I I 11 I I - 11 i I I I .0- I - I I I I I I I I I I I I � I I I I I I I I I I I I I I I I I I I I I I I CONSTRUCT 0.15' MIN. A.C. PAVEMENT OVERLAY. I I I I �5_ I I I I I I I I I I - I I � ­ I - I I I I I I 11 I I I I I j 1-01 I - I I I I I I I I I I I I I , , , , " , , , , , , I I I I I I I I I I . I 11 I I I __% I I I I - -_ -_ - ------ I I I - --- ------ -- _______ I � - - I I I I I I I I I 11 � I I I -11 I'll - 1 I 11­­ ''I I 1- 1 11 11 11 11 - I 11 I I I. 11, I I I 11 I I 11 I I I I � . � I I I 11 I .1 11 I I I I I 11 11 I, - I I I I I I'll 11 , ' ' I I I , _11- I - I I I � � Q�>- REMOVE EXISTING CHAIN LINK FENCE. ,�, 1 1 1 1 1 1 11 I - I I I I 11 I I I I ' 'I I I I- . I I I I 11 I 11 - - I I - I I 11 � I I " I I I I I I ­ __ I I I 11 ­ 11 I I I I -I ' 'I I I I � I I I I , , _ , I - I I I I - I I - I - 11 I I ___ �..�-.�----,..---�-,---.�-----�-"�.-�---""--,��--.-.,-�--I � _______.______�- ,.,--___- _______________­_-­- ­ ­ ___-------__,_______ -----------,-,--,--,.�-�.--.---�l-.�-�l---.----,-----.-.--,.-- ---,�,-,--�---�-���--,�--�-�--,�--.---.------�"----�---,--�-�,--.-�----",---,�-.---�,----,----�----.---�----,---,-----��--�--,�-----,--"-,---�--,.--,.---�---,---.-�--�-�---,---"..,-�-------_____-__l.___.. _­­__________-,.--- - ­­­­...____.l_-.___-11--­­­­_.____­­_____­­ _­ _-_____-____l.____ /--% I I I I I I I I , , .. I ,: I 1- I I I - , I , , L I I I I " I I � I � I - I I I I I 11 I I I 11 . 1. 11 I - 11 I . I - 1, I I I I I I I I I I 11 I - I - I I I I � . - 1 11 1- 1 IL14fO--------�-,-,-,------"-�---;;,,7e---,-,--",�,-*"r---,--",--, I - I I . -- I I I I I I I I I I I I I 11 I I I I 11 I I -� I �� REMOVE EXISTING WOOD POST WITH STEEL RAIL BARRICADE. _-.l'11-11 I I _i. I I I I I I I __ - ---------------- I _____________ I _ I __ - I I I I I I I I I I I I , , , , , '' " , I I 11 I I I 11 I I " , , I I - - . . . � . I I I I I I I I I I I I I I I - I I I I I I I I I I I I 11 I - PROTECT EXISTING CATCH BASIN IN PLACE. ADJUST TOP OF GRATE TO FINISH GRADE. i ; 1: 1: - NAWAMMENOMMMM--_ I I i I I I � I I I - -------------------- ___ ______ I I I i - &_ I I I I I I -1 11 I I I I I I I I I ­ I ­ I I 11 I 11 11 - � ­ I I I � I I I I ­ I - I I I I ­ I 11 .1 I I I - I I - I I 11 I - I I I'll - I PROFILE SCALES- I I 11 I I I I I I I I I I I I I I I I I I I I I I I I 11 11 I I I I I I I I I I I I I I 11 I I 11 I I CONSTRUCT VARIABLE HEIGHT MASONRY RETAINING WALL. REFER TO WALL PROFILES AND - - - -_ -_ --- - ____ - -_ --- --- 99 * - I " I I I 11 I I I I I I I --- 1 I I 9- I I I I I I I I I I I I I I I I I I I 11 I I I I DETAILS, SHEETS 21 & 22. HORIZ. 1 =409 11 I 11 I I I 11 I 11 I I I I I I I I 11 I I I I I I I I I I 11 I I I I I I I I I I 1 99 1 1 1 VERT. 1 =49 0 1 1 '' ': 'I , , , , I -11 11 I ! I I I I I 1 85 ND COVER / M.H. RIM AND COVER TO FINISH GRADE. I i__l__L_ I �D_ INSTALL `1(000 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. (PAID FOR AND COORDINATED 203 204 205 206 207 208 209 210 � 211 212 CTOR). CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY MISC. FACILITIES (INCLUDING CONDUITS, HANDHOLES, PULL BOXES, ETC.) AS REQUIRED BY S.C.E. W17�4 5 MAST AIZM 9 Z'7' H161,4 posT eLzr_T;>.<:)L,,ejE!. &_ INSTALL 3" DIA. HANCOR HEAVY DUTY TUBING, PERFORATED ON TOP HALF ONLY, FULLY WRAPPED WITH SYNTHETIC FILTER WRAP AND SURROUNDED BY 12 11 x12" MIN. PEA GRAVEL. ** DRAIN PIPE IS GRAPHICALLY DEPICTED ON WEST SIDE OF EXISTING WALL FOR CLARITY 0- INSTALL 3" HANCOR HEAVY DUTY TUBING, NON-PERFORATED, AND CONNECT TO STORM ONLY. DRAIN PIPE SHALL BE INSTALLED BETWEEN THE EXISTING AND NEW WALLS. DRAIN AT LOCATION NOTED (TUBING SHALL CLEAR WALL FOOTING) PER CITY OF RANCHO 0 CUCAMONGA STD. PLAN 333. 1 0 ll,�l . 1, .1 I I 9 � . � - I L, " ,� � � ! , ­ � 11 I. - - I :" I ­, '', I -1`1 (2) �1, � � ''I � � ''I , I I I � ­ - , -I I 1,­,_ I � ''I I 11 � I " �I I I , _,, ­ I _1- � I .. .1 -1 I � ; , I �l � l-, � I 1 � I - 11 I � � 11 1, 11 ,�J, -11, I 1, 1� I I I � 11 . I . 11 � I - � I ., I— I : ''I ­1111��_�­ ­.-­­­­-,.­­­­'­ -.1.11 _1-1_1_ -11-1-1111-11 11---­.., ­ ­ I I.- -1-I.­I,I___-"':' '��.­'_"',I�. .......L L ­­­ ­_­ - __. 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TRAFFIC � � : CIE 20"46'39'! 8 .57 30.67 < 1 � � < �' �_,�� SIGNAL � "" - �_ , , " 1 . I -SECTION LINE 0 ___ (on �_ 1:L1 I I - N.0 17'58"E. if - - - - __/_ - - - La 1- i _­��� - - - I I 11 I ,.11 ''-H I: 11.1 V) Ln Uj ­ �I 10 Lai- C4 - , I I I , = , * ", ... I� I ��,- 0; 04: � I - A2 > . Uj ,- I �- ____-- - ------------------- ) �� - - - - - - I - - - - - - - - - - - - - _______________ ______ ________l__l w Ln -.4- 62 64- -,,t - 67 EXISTING MEDIAN ISLAND - - - - - - - - � - - , __ -----I�_ - - - - __ - - - - - __`1 �i - z: 01 81 EXIST. MEDIAN ISLAND ­11 I", � I­,� 1 ,1, 4 � !Lj -H � : I _j Ld ) -H � I � M � "'t - � I � < I -1 y I ,,,,/-EXIST. SEWER I'* � � � I Uj > "It I ------EXIST. TRAFFIC � __ 1-1 I 1- I-- _'_"'@ I o - V) i�_ ,­_` ­__ ­........­" `,_,_,_,_­ _'­_,_­­, `­" ""' ' 'I , E XA 11 ST. EXIST. 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E? - � 4: '8 1 1 ��, � F �� 0 V_ L I M ; iF I �I � 1 7 __j _', 10-� -I-,,-& ^ i I I I �I � . : � . $ 0 r � � � I 0 ; H� ,,,, I � I ,� I J 11 � I _j 11 j , ,�,,`17� *N\ I I It- � I 1 74� - z: 11 � . I 1 5 * I . I � � U I I 'L � � � ,.� . � 0!!!!�4 1 7 � I 1) 0t4e,i,4P&ci 11 I . ' -3.,i � -�; � � cin Sta. 202+50 to State Route 21 0 1 1 � 0 Q : 6 6 (3 - : I I :'� � � '01 � �;; � I \ __ , � 1 � . ; , '�;-1, rl_- . � , I I . I � � (D � ,I � � ; ; Uj � I - I 4.0 ._ci I I'� I ,* .< ,'I �<� � � . - . � � 11._ I I � P-4 1. - I I e � I I . � � "I 11 ,-'­�' Q � � � I � I u� 6 c6 APPROVED BY DATE LO � 6 Q--_-,_00 �.` �l � �. I . I-, I I I : . - I r Ilk 0 ,'_ _,'"(0 LjCD � � I & Assodaies - __�__��� � I I � I I . � I Uja L 1.*t : � 1 (46 MM � I Ui * , 'm, '' :to , cy; A I �I I � I I " : I . � . I I I (D � 00 �C4, I" M C4 , � � 9 I � I . -1 - � � I 11 � I � - � � � . z ''I 11 I . � I � 6 U-) � i - ­ ,,_,Iqt W) , + I--ri�­'-, _+�.. i _56�0 LANDSURVEYORS CITY ENGINEE9 R.C.E. No.�­. 24953- .1 11. I'll � 2,1�)4(�w 'I', � � I � �+ - , I � : ; + - , �_Ntl-I2-4* I . 0 &__4 CMLENGIRE - � �� I I � pe) ;;�-4 1 - �! � W) n-q 4 .:-,-t , -C:)� w lw_ I � DESIGN RECOMMENDED I'll I ''I : � ; ; , - � I I I I I 11 I � 10 Ill* - , I . � � C) Nt C) M llqt 1 C14 1 AVEN AVENUE STREET �� I : I � 7�,� T I, - ­­Iz- �, , 2_� 11 V--.4 �� 10271-B TRADEMARK I I I - ,� ,, � � . � C*4 � . � � I � " " . to I I � I : � � I C'' , � I : RANCHO CUCAMONGA, CA 917M 1 � I I I �, , 't 11 � � I �I.-­ "o, 11 -06 11� :0 - ­11 _­ � DGA I ; I � I � . . � . C" . ., � I Dcin 6(4ewi,4ck I I I I � � , I" I I � I - 1 7 .2 cy;(_� I a Lfi C� C; wo- 4? -1 - I . FH (W9)N7-4" FAX (909)941-16M : � �l ;. I ; "I �_�._ _�_ . -4'-- C4.4 P.� - I I I V) %-o# I __- I � "� I . "-,-"- I I I � � � � 11� ',�- - -, : I I ln,1-1-- , 1, V) T-�- U) r'%.I- 11 � \ , I � � � I � � � : - DR SSOC'Clfe SHEET -� �l � �I I I �I I : ; I � , . � _S . I 11 i I I I L � � I .1 � 1, � I I � ,� I— & A I I � . 1 � � I I � I :, 1111.1111- I I I � 1� � � : ­�� � --- _111" I � : I � - I : I I � I I ­ , I I . I I I ��l I � DGA 20 1 I'' 1, 11, � � I --1 ­ I I �l I � z L* . - - --- - OF 30- -.-- I'll, I , I � - - , � l � I I I I ­ L, ­ '' I I- � I J X/ _-1:�t0f _­ I . ­­ - ''- ­­ 1-1-I � I - 10271-B TRADEMARK STREET - DAN L E. GUERRA' A DATE CHECKED DRAWING No. R.C. 2=4 EKP. W#11-07 RANCHO CUCAMONGA CALIFORNIA 91730 ------------------- -1, = __________ - , - I L PH(909)987-4306 FAX(909)941-1528 � _1885 - , 1 41% F_ F - - ii�� - - I -]- n�71_� ___-_____ ___t�_�_I I =FN=O I I 1�1 ? +_ T� -_!r a :���ir is I -�Y,01' C ; , L1.01 ! L E E rl .� ;��r ;�� __rl I I ­ h�7:_ 00� --T � ,-F--- i I R f ;;;� a 0 4ccn::1 - . ,I �� I- k& -9 i F , � �� ` � I - _ I � -1- � E I � - . I I I -t I t--% j__% Ar x / x 1-% �k / h---L \ / / x _Tj / \ " %, I "' .7" �. OY ZT I*f--% . / x \71, *r--% z ) ,N;T ) I PROJECT Sheet No. 20 of 51 1 � � - I I I � k I VICTORIA STREET � : � E � I CA q I EXIST. F.G. WEST > � r- OF WALL I r- 11171 ! " � M -_ I X -0 I \ 186+04.74 BEG. WALL (A M 167+38.33 BEG. WALL \ 167+38.33 BEG. WALL JOIN EXISTING WALL 186+04.74 BEG. WALL :-I > :i JOIN EXISTING WALL \ \ I � \ � 1382.30 T.F. 1388.96 T.W. 0 0 A q 1338.62 T.F. 1345.29 T.W. $ % - - 0 ;v � � 6.67 1 186+14.74 STEP I z > \ 1 :2-0 < � � I ;a;a F) M 1 186+14.74 STEP 1389.63 T.W. L/)0 r- � I --i:5 co i 1382.30 T.F. \ c_c; r- ca I I M 0 rn I \ 0 zttz 0 __4 � � t z< -�,, ;;r% Z*: :::E t4Z I I � - I M .P, M : _/ 6.67 TOP OF EXIST. CONC. 'E�� / ;u w cli ::E M .p. I 1_�__ 186+38.74 186+38.74 STEP .1"'. if >:=j to - > a) z 0 cn co � I BLOCK WALL � I M 0 , rn u > -v --F 0> 0 0 r- to * r- ;a 1382.96 T.F. 1390.30 T.W. ca> . M I zuz <r- o zqz > r-C-) 1_1`1 Ni r-F_ > .p. I M k 0 r- Z#Z Ln. 0 --I E;0 i z -p- I I 0 r- w I 0* __j �= 0 >X' -It 0 T 7z M -"a I ..rr, * M _- z �= z Z 00 . M -1 --I M . -i = - 3 (n r- 0 ;v -_- --->-- _1--_11l..__.>_,_11l . EXIST. F.G. EAST i ->"-d-a M cn 0 PROP. BACK OF WALK I 11 �n a) :::E 0 0 4�- 1 9 u � n i 0 -.a- ;v i 0-0 OF WALL TOP OF EXIST. CONC. L_Ili > - -:j 00 1 __� M c- M a 0 a 0 1 a r-;u n __q 7z __ i 0 r- L�_-BLOCK WALL C) m: z Z --=,,7- _7-7,� -1 0_�_,I .-1-1�- ___.Q___7q__l 0 M I-1-_ -_ =7 _j��)777, - , ��, ,�0 7� I I ;�-s I � 167+94.33 STEP A �i�: ,_ 1� 7,77,77 " ;v 0 I - , 0�-11 . ,;,� %,­�,�",I=,. 1 167+94.33 STEP M __4 00 i - �: ,� EE4: "�: "'�',, ­�,��''- , � 4_1-,,- ", , 0 K: 1__� .q �� .1.11,��� ,�- � �J _. ,, ," ��,� _ _,, " .1'. I -� _<--i�_ � . '­ -_�, , .;t��I ,!� _ ,,,, %�ui 1'�� n � -, , ,:, � -1 I 1, :�, -.4�,", - - , ___ " ­ _�_," ,­­ - K:> i "� �::v;� i � .1h. "' , , � -_�­ "-_ 1-1 �- 1338.62 T.F. 1345.96 T.W. E 0 b , _v I" r_ _',� G ,��_�-­'_�,�,�,�': 1,,',,i,*:`��,_-�_sh. , I \ _ -0 >Z . I � �� ', - _�, I" , , - ,'' � ­ . "1� - " ,; , I "I, -1 _],i,�,-��::�:-":�(A:,,-,f� . I ­_ � ­�� �� 1�, - zo -4 I �:�-'11, 1,11-1>I�� ,­ , , 0 !:� � -;71 , >- �11,8,1."', "',, - K ,, , ",­�""' M: 1�� '', - 'x,� ­��­;,:, , -1 -1--I',� X�` C)�­', 1� ­­,�",�_, >�i,�,:�:`­:��'�,_",'.�� z " , �',",�,'�'�,,:'- .' , ,1"�,�',`11_" '� : , , I 0_,_'11, ,Al 11", � 1_ i . �, _1111- �, 1, - :_ , - --�'; -�;t:,i%�'.',,,i-%,_-�,,_- ,,, =1'1� -1 " � > * 186+70.74 STEP -EXIST. F.G. WEST 1 186+70.74 STEP . M m-,, � � -� ! ; ­;,� - _4�, �� MP 0 K 11,t , OF WALL w= A- - I I""I" h:�11�1�� 1, , -,- ­-,�, 0 , , Z.,, �,:,�" �1, � ­__ - ­_ , ,-, , , I�"I", � ­���, ` ]'', 11 _��_1111�­,',��,;"''_, � - '� " * > 1383.63 T.F. 1390.96 T.W. :i'� , - sl�" _'' ?< , - . � � '', � ­_ :�,,�Z`,,,i,,��"; "" - - , � -� "v� - i ,,.�,__ �,� -,���.,,-�,lll -�1-1, ,- - ,�z�,,��,"p,�,: , ,- � . ­�,,"ll- '',I I \I- . 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I - 1346.62 T.W. Ln X -4 *> _n " 00 , � , I - , ,.,, I!.11":I xl ,-I I",I�-I I I I C). > I , " , - 11 - "- , - 77 j�, -0 0 I- ;a " -1 I - - .1 �', _', I, - I � I 11 � �_ � I , 0 __ . �.,-�.- , Z I- , 1� ,I ep" ''I 1,!1�, "I.%, 1," I, , 1� ',.I� t 0 ........ - . 4 > �n I M I * (A r pr M c� .:�� I ­ ,_, ��, �,, ?, �11,1 ,l---v---",, �"l 1, I, .11� 1 ." 1,, \1' �', 1',� ""I �,,, l\ "I, EXIST. F.G. EAST ( -p =4 p - - - - i �,;_.,�_-:t 1_1-1 � , ,�­­­ _& OF WALL P = 00 114 1 'el ���-1-�"-i:: -�-,, __ ­ - 1 187+04.74 STEP . .. rn 6 Z = �l_:::::,:�'',--­­lli,, f Ln :::E ( f 1384.30 T.F. Ki 0=% z M ,�rl", J ­ �i�­­�, ---.D-- �__229 1391.63 T.W. 0(A ir ';;,:.",-:-_­;:!_-�:­, -4 > n " I­--,::�_­ " ;0 r_ 0 �� � � -Iiii!l:iii!!! I lj� �� I ; ''� �� - 168+42]3 STEP I ! 168+42.33 STEP I ��_��i I __ x --:,-,I I rrl r I K > - ­­I—'­-Z'i -_ M z 11".I 1; .11 �l 0 w -n> <a I ; " Z; .n '' , 1: ,A 13 3 9.9 6 f.F. I : 1347.29 T.W. -< X M M !__ , ---I -M � ;''-,� :: 4 1 -.:",-:, ;u -113 . I I - :�� ' : 1-11- r- M l<_% ".­� _,_ ;��_�,_' �­ Ln L� M wo -4-2$9 _.I I''�1-�"I,i��! C= __q O;u 0 U) ­�I I_.I_—i I i ,_- �� PROP. BACK OF WALK -0 M M --i +.�_,_ " 5 CA M (�A ��!__ :�..",_ M = __q E M :�--,,�-�­'�':-­: C)> --i M 390----il.- ra- I�l I � � z _q kh :1._� __-­ - "''��; - r- 1 187+29.41 STEP A_ 187+29.41 STEP 0 E U)M I—-I�:�:�_".�;: 0 �b - M& . --i I ,;� z r- ?1% 168J66.33 STEP I � 1 68+66.33 STEP 1384.96 T.F. � 1392.30 T.W. 'a z qtz I--1 39)­--2.00'-----i M 14 I i i,1 0:1 1!!!1 1 6 0 %00 (n .0h. ;u 13411.62 T.F. 1 1347.96 T.W. *-. v w MAX. RET. . rn > 6.67' / - %-1 M - I - - I 1 187+47.41 STEP 187+47.41 STEP I 0 -2.67' MIN. 3.33' MAX. I- 4.00' - 0 ;l 1385.63 T.F. i 1392.96 T.W. = I- - . __q F_ ______ _____ 6.67' MIN. 7.33' MAX. - H_ L_ 168+90.33 STEP . T 1 69+13.00 TEP I a _q-0 1340.62 T.Fj __ 1348.62 T.W. 55;:0 ED M A . � V)0 r-x " / --A< r-zuz w %..#(n TE � 169+14.33 STEP 187+72.07 STEP 187+72.07 STEP c_V 0.p. 0_4 169+14.33 S . . P_ - - 0M 1-114Z * ;;K. 1 1349.29 T.W. 1386.30 T.F. 1393.63 T.W. I-P. M cu 1339.96 T.F. i 7.33 2< _< M> ::E 0 IM � -0 M Z42 >0 z4h j M " a; co zl�z 169+15.66 STEP � 11 >=j -_ ,:-,> w 4h- r-Z -_ _11- - // ,A ") -0- ___�� ca 0 ;a r-0 r-0 9 0 w 0 co ,--," ,"-,1_11.4,11+1 lr`,�/��,�l,,;�;�,,��"'E",��ll,�'ll,�1-11,1111"/"��'ll".-;�,�1,1_11.1,1 , _1�1 I,1`1�`lllllr 1� I _�_ 0> . 0" > > --I __ 0 1 ­ I - K: 0 ;;K.P,, ;v M >X I 11. '' > r , , , .-,����l-l�'�I'll���,,�11,7�.11�,-�1--��ll.�,�;.,��ll-",��,,�1.1�-�'-�l-1,,��,��'I'l�,z��ll,��+�,�"+�,.�ll.,��,,�.11,111-�,���"I rzu:: , k 1339.29 T.F. .1Z,-,N,�,';',­,��,'�l 1067 ; ��� ;li _11­��-,',',...�,,,"�l��,,,,,�'l,"',�,,,�,�",,?­I,,,,- il.,�,��,�,,�;�,"�,",','9�",,",',.','�",',,,- ca t 169+19.00 STEP 187+92.07 STEP 187+92.07 STEP ;v 3. i M . 0 - . Z- 1 I'�"-l����;,",,,�+��,��-'�-1_1�,�,��',�,-�'�,���,���,�,,��-,�.4���,�+'�,"-�"I-11���...�111=`�,­� ' z C: I * �: N.-I - 0 * 0 0 -7 1386.96 T.F. 1394.30 T.W. K 0 ! w __ 0 rn - -.-q 0 .- �, 9. 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RET. �; - 11 LL:�_-I I�11 0+56,�33-,�,�,-+STEP=,,-.�-,�7�,-�� 0 -n M r- // / / �1-__1 0 0;u 1-1--� I- � ;a . 11 r� 1338.62 T.F. / / 9- --T--�'��-l-"S4&.'-62'��--T.W.��-�'��'zz"����-+' �t Z: F_- 6' MIN. 8' MAX. / , ,�-1,���-�.-��-Z-�l--+��l-"�,-�;����z,���-11�",��ll-�,,�l-l�'�,���"�-�,-�,---,n�1 -.i'3 n � + . 189+32.07 STEP 7A -n:q / 1�1 �l-_,���,�--'�,�,�;,;�7�_-,��:,��,�,-�',�,���,��-�--��ll-�1.1����,�r,:,��--�_-,���1-1-_,�;�i 11 - -4 / 1� M_< ,,_,__,__, -� , _,_� _ p� 1390.96 T.F. 1398.30 z �_, , , _____ - I_ , T.W. ==_--_,­�� -4 170+64.33 STEP - I� .�l_,-_�-,�l-l�"_-"��,�-�"_-,�-,�-�l-l�11-1-1--��-���7�l-_-.-�.,�-lzl,���,-�,��"�'I'�_-�,! 00 IV ;� I rrl-Tj 1339.29 T.F. / 52 ,/_�,/ / _-�z�I'l��.��,�,�,������ll"��l=.�-_"-��-",��IZ----"-.-�1--l-----�--------� ! � / � �-�:�-��-�-�-11�l--"--��l-l�'���,�,-��,��--�l-.-,--���,�,���,,��,�,��-z4�� r-;u I� 10> =­=___l+l__l__­,--_-1-1 ­­ ­-­-­ - �­­­1 i - ! 170+82.33 STEP / / � , -I OZ M �/lv/ - / -11--l"-i ca / / 1-11-1�-l',7.0-+'82-.;5.�3-----S,TEP,-' � >0 ­­­­ I ­=-­_.�! / __� -, _w�w, ,�"L�__� � --_ ` __ ---'--'-' ___­__­� -d:c z � . 1339.96 T.F. -__�.-'--1 349�29__T_W � �.I ,� 00 / �I 1 8.07 STEP - 11��­ � 189+58.07 STEP 189+5 / �'=�'��-��,�'�_-_�=����,z��,=��l_;-��-�,,�����=��",-,�-,i z ...�_ ,--� � / / �1 - . / 3 I _­___­­_­I-­_____l-l_1_--71--`l_ ", 'i 0 / 11 1-1-_11-­­--­ il � 7' 7-�_8.6 7 -11I.-l-­­­­­lll_­___��,�.�,�,,�-,�-��,���,����-1.�-_,�1--��� 1391.63 T.F. 1398.96 T.W. c: / ����-,_--�,�-��,�ll,�,��-Ilr��,�,,�����ll,�-�--l'�,.-,-��-�-��,�-----�, 0 � ,_� I . / / , � � � I� �__,_____z > T­� ­­­:� -� ­�­'­­�`�' j, K �-,-­=��-­,q-_-T� �z 171+04.33 STEP ,,�IST. F G/wWEST I/1 49,�._33­ST Ep�,­­�: 0 1 __________'_ -�4 T��­L,_,___" 189+74.07 STEP 189+74.07 STEP z /OF WA . __-�,l__; �� ) 1340.62 T.F. �-tug s, 0 �7 / 11 1-11 _1K.- �-�,-------".-,�l---.,---�����-� / z 1-11-1-.---,----,-"�-,�,---,",-",-.-,�.--,-�--�------� ;, 1392.30 T.F. 1399.63 T.W. > , , , 9 / - �'�-,���-��-�'�'�-�-�'��-�-���,-��,�-�=-,�---,-,�-�,��n�-..i�! _\ - � �:1 7Z--8 N1 � I * 11 -n X 11, I - .1 ' ,__ , I / ll­�=�,��=_"-,��,�-,�=-��-�,'��,���� I T ,�: I ��: -�� ---E -0 :�E H I y 171+19.66 STEP ,'V �� �,;�,���,=,�,���4=�,�-�%,��"-,�;i 6.67' 0 M , �� �,:, M -n , , �_=_� ., -_ � ,7,�_ -_.,, z __ - - ___ ,- ��... 1 , �� M 1 41 1341.29 T.F. �-������,-�-_��-�,����-�,��-�,�-- �__, ; v / � _ � M(n ,.;,� M / / A ��-�-,��-��--,�--���z-�--�-,-�--�� �Z ;u >__q , / \ / .W-1 a. _=�___-, _ _,,_ - s� 189+96.07 STEP 189+96.07 STEP M 11 rj) M ,---__ _,,_�__�___�___� _q -0> :.;, 11 �� r-C) ,1� , - �,I -0 "�', -0 ­--Z��­kjl z M -0 r- 171+31.00 STEP -z " �+_34.00­-STEP­� �� cn 56 / - z�_,____ -4,-,;u 1392.96 T.F. 1400.30 T.W. ;a M r- 1,�� M _-j 1341.96 T.F. /------I / __.___­l____l I p%.w 0 < ­� " _v �--�-'-lZ-59.62�--�T.W.'���'�-�---�--"--�'j � ': / // �i > 0 1 11 __-11____I----________,I---"---------11=11 Z: -a >__q ­ _�: 0 0 1 z (A ", - � ., ��-,�,,�7-��--,--�z_-�-���--�,��-���--l'�-�,�,-��-��1--� � 7 ,, ,,, / --,-,-----"--"-,-,-,-"---"-"--,-,"-,--- ....... 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I—.--_-1-1�� / / .______.__ , �3 192+12.74 STE\P 1 192+12.74 STEP ��­-jr73+4 _ �. � / 7--_7-7­_­"­__'6`.3,sr__',STEP­_ 173+46.33 STEP I 1-1.... . - . ­-1.�...�­_`_q I / �� .11.1 - 1-111.1-11-- "',-l",-, / / 11-Ir"J" ' ' ' ' , � 1400.30 T.F. 1407.63 T.W. _ -96-- W _­__'­__'_­_­'___­­_"' 1345.96 T.F. �­_ 355', II.-T.. -11-1-111-1-1-1 '11", ­,­�.­1111_1­1­11 --�.��-,.---,��--l""I-1-1-�-�,�------__-.1=_ , \ / / / !� ) 11 // 'I.-����'�'�,�,�-11.1���-�,."�,,�,��.,,-��"I'l���l-'��'."",��-,����-'�,-,-l.-��.�-11�,��ll,�,�.���I'l�'ll�ll-��i; / 1�1 / I �� I � , / I -,. -- -- - -��_,-11-111.1-­­­ * �'.11�',��il,�z"_"�'ll�,,���,;�Z,��,�.,'.-���,�',z��,-.�,,��1-7��,��:,����Z, 1'�,­­­.,­­,�� / 9 I� - / 1� - A 3 / - , -__ '�,�Z"���'I'll-�"-'-��ll,��',�,-�--��z-,---,���=,,-�-��-��,�-��,L--,,- 1 > Q '4 i ­�,�'_�_;_`_"� - ,,_ ", _ _,� r- // ').#.�I " 4; , I ='11`1�._l q�=­.­­�`� 1-1���-11,�,���,�-1-1�-�,-��,,�"-".�,-,i,z.---� : ,� / I� :"� r- / ,�-�1=1-���7��-�t����-���t"==,-""���-11-�'�,�ll.�;,-----,��-�-,�--l-�I� %, 192+34.74 STEP lr� 192+34.74 STEP , _ -11-111-1-1 � . / / / ,_-__,_i� / 11 /I �/ � , ���',,,'� � �-111-�-11��'-��',�z�,�,��'ZI���'ll'�,,�,�=�7Z����,�:zrl_"�,�:,_,--=�,,� :,:� �� ,�,; 1400.96 T.F. 1408.30 T.W. . - 11 �1�1 �� , / 173 --,- I � / / / ��­�=­ 47 33 STEF­--� �:,; It 1-1 _--1_1-_l­_ll­­_; ,�l , / ­_ _­­ 1,1 - 4 / 11 I ­­­­111_�� ,� .,� Z �t / '-_`_',l_, , 1. � � -9 / �3_5"27TOW-­ , 1 �:" / / `11_1.:�1�11111­_...�1.1--�1-11�.11��-1.1--�-111--�-1.�ll,�--l-l�,��,�,�l--,",�l-l�,�,�--,���� , ,� �� �� . M e I I ,,!� 11 _/ / I / �11 "I�--��ll,��,,��,,�l-l��:,���,��ll"�,�l=-"�,�"Z���-�",1-41��'ll",-�......,,._��_ , I z . 0 / I , �. ,1 l�,4�, L71 0 I z .", -_7____,_,;,,......___---'I'll"­­­­____l'' 192+ / 1 - ,�, - - -1_11-111-11--1-1_­­,--__11, , 0 192+54.07 STEP � 54.07 STEP I ,� - I I� �:,',, -, I _-�=�-����-,����"-l���1-11���l, �:1 t I ��,,�ll,�ll,�_-"_"�.,�1--l-.:=-",�-,�z,��=-"���.�. � �; . 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I I � __­'­­­�­111-`t _, / _' _29-`_ ,,� / w I� :11, 1347.29 T.F. / __l' �' -111 l.Y_T_p_____ � _ \/ OF W L .11,�-11-�l.---.""�-t-,--,,,,,.,-�-,�,,,,,,---���,--�,-�......�--,,,,_-_,_,,,� \ I j,�. / I� ., M / '���',�,�-����-��1--l��"-li�ll,�--�--��,,�"zl_-�����-,�� I� "' �_" _\ I I 1­111��",, �_,_-_:=_,­x,-_, ,� � - �I �". -1 f ,�:.� _� . n I � In 1--l'-����-,�,-�-�-'�'cl�,�,,���,'����'It�ll,",-"��-I'll�,,��--�,,���,�1-11�11---,-"��,�z�,,��.,�,,�,�12.�,-�� I � . 33' Z -i� ,r W : __ � ;� / / / ,���,'��,,�'.11�,.��",-��=�'-'�.�,�',�,�7�,"��ll,���.���_1-1�-_-r�-'���;"--��-,�-�,.,.-�,,��-",!��---,I 'lle" %a I le �� ,�'', , �> I -1; ,� -- / �',�-�,�7�_-�,-��,�,z�:,-.,�,-,-"�,��-������-.�l.,q�,�����,��;.�-:�,�-��'�:�-������,����-'���'��;��,,�� Izil I - 11 174+28.33 STEP I/ / ,= �,I ,, �> 192+95.41 STE\P L_ 192+95.41 STEP I A .:-����1-1,1�.�",�-�,��".!""����"1.�"_�'�'�'�"_':..�,"'�-'�'2_",l.'�:��'.�Tll��'�""'_-"I'_' -�,,­,,.,,:,� ,�� I I I I 1� � -_ I _��­, " �l / - ,�r� -11 I � 1347.96 T.F. ,/l/ / ,,.,.,...,P...ROP,.,:.,BACKT.OF....,W-A,LK,.,..--.'� �;�,r t 1402.96 T.F. 1410.30 T.W. 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I ­­_--111­ __ ___-,���,�,t�����'..��ll-�,�"--."�'ll'.111-1�,� x I / / �-,�,-��.,�:,���-_,�-7���""'�,-",���.-I�'�"7��-I.-�-��,����-,----�z-�;�'ll.----,.�-,��.-�'ll,�i�� � , I __­-1111"I_­­­� - / /-,I ILI _ �, L���� 9 i :� � . .8-u/ ___7- _,­�1111_�11=11 40W�_ 6.67 � / /� I ' _' 'ANGLE PT. I / � i � � 1 "I��-��,-�_-_:�-'�ll,�,�,�"..Z-:4� I / � � I - I � / / ,____', , , " I I - . 40M.`,',,�: / ____�", - ,9 6-T,W; ! � / ...� __'_��r_"I'll,�-.1-1-11-1-1_­,�,,�n-­=�-,;_­, 174+68.76 , / __�......Z__ 7=___.l_l._l.l_­_­ I: 193+36. . I � ­­­l./­­11­­/l­...il.y�.11.1­11111V­....-11-1...I...I 1-�, I .,1.����,,�z�.,�,�1,1�,��-,�'ll�-,�.�ll-".�t�""�n,z,--��,�',�'�:�=�'I'���,�,"-��--,,--..-,�.......�,,,"l,� � 1349.29 T.F. / I I \ 1411.63 T.W. ; / Z'� __ / ,::,�,;,-Z-"�""-""-���,"�'-�'.�=,��-�2"'�.'��,�'�'-��_-x_�',�.""-==,.-�-,-,,-,-�-� �� I ,.- "I'l-'ll � � I / o� I a-- '/ 8 - �__ _­ 1" � ��l Z� 0-����-,-�l.--����--90*���--�ANGLE-�-�P-T�i _1­11_�_�,__`I � � z I � ll/"� / 0 l­11­'.l­_....... 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CONC. -.q If I _,, � co = cc) r-M> (A LM 1408.96 T.F. LOCK WALL 1416.96 T.W. 6 K , R'D CD tzol ;u< w C (ZIZI \ 0 o-3 0 C) C:) 0 e lu , L .A 90 z 0) Z � -:i 0 G)0 , 11 CO 1 07 C,.� 0-4 f->z u > r) I >M D � �l = cn F 0 0 (A K \ 11-d CA) C:) > ?\- 0 �:d -n K �> 7 Oil L____j 0 0 > z ;�0� (A I I WEEPMn C_", 0 ZME Z 195+12.07 STEP LL 195+12.07 STEP , " �4 0 K: 0 -, 0 ,p;;� M .c) F* ;eQ �5 _,� 0 > 1409.63 T.F. 1417.63 T.W. C-4 8 gi � tmj w 0 cf) 0 C) * Aaaw, M a 00 n ,:0--i 17 CD h 0 z z co E ,:, 0 M n %4� t= -tn - I m S !g z M - N M I? 3 , i Z a) X Z x �_� _L 5;M .~ L " I I � 195+31.41 STEP :: - _" q .0 -., co "M] P. c R , 2 REG/S/, >_ M c) .. t- 195+31.41 STEP cyl I- _F U) M rQo _�_ ,q% 0-w Ir 12� 0 �0 <(0 m - 1 41 0.3 0 T.F. 1418.30 T.W. CO _.L M - C_ .1 M 00 K (b D A) :* �� CD c*I\- z 11>;l <�l _� ,�j -A- > "" �7w _j �O& I 0 c a . 0 - _> ;u 195+42.74 STEP 195+42.74 STEP CD C) (A )�� - 0 X -10 in> 0 ;�� - � C7-4 � , &---A 6 �%\ .)O 1 41 0.9 6 T.F. 1418.96 T.W. ;R --� ::E CD I .A 30 1 1 1 .0 0 �n �_ 0 > > rq- __ �5 i Pp �u _rl 0 . _n ---iz r- Z I !;d = (D 01= L� 0 rn t=� cn z - 'lLa 0 :� . M C) r- 0 & .0 M cl) . I z �1: n n tt " ,3;1 V_ CD C) C/) T>;u - 7.33' - �4 14 CA 3 = 6 � > :5 - M w-11 -0-i - N n 0 E'l t,J + C/) 0 0 5;, 4 1 r- � n 0 . IQ, --A= > --A 0 U) �� �l 0 . , � �g _<i tj i 0 -P. m::E K: 0 .A z "-1 �� t4 0 0 txj 0 a ch L) _� 1�\ ;am -0 0 195+66.07 STEP \\ I - 195+66.07 STEP Z\) 0 1 n 0 % 0) 11*N3 >9 2 0 S: 1411.63 T.F. __T_l 419.63 T. . a 1�-0-i m 5 _N71 to u CD Z 0 z a i� Z I I I lb -A &q � 0- (b I'D 0) �-- OD0 -,j tz� 4p- 9 9 � N 3 V\ m .. . n . <'D -01 . ." D -% z tj Z\0 0 := �G I 7S 0 0 al 4- N C-4- 0 "on ___f_ MATCH LINE - SEE SHT. 22 = oft- Z�.� 9 D �.� CA) ul cc C>-3 � M \ �\ I I ,�00�^ \ \�r\ F, ____/ I 1 1 1 I/ 4 k i I I I I I I , JF Ll 1 1 LI 1 7 & \ %MNMM I- -----I 187 t T,I' ___�_l %==Q r3l,-- I �j- i" --I - I I \ _�____ I I I /I \ 1, I I . _ 11 I ,e) . k___r_lq, 11 I I T, L I 1\ I I ly � I I I I \ I xl� 0 cz I ;p A N-� 0 C.71 1 1 1 t:� I 11 �_ I I I ,,, I -1 I I I ; ; � � � ­-11 _,:7�_ll VARIES: 0 MIN. -----4.67 R HIGH WROUGHT IRON FENCE PER CITY OF RANCHO CUCAMONGA to V± MAX. STD. PLAN 608. REFER TO PROFILE FOR FENCE LOCATION. 77 4 2"00" PRECISION CAP PROFILE SCALES . (TAN COLOR) EXISTING CONCRETE BLOCK WALL-------4 - 30 HORIZ . I t4 BAR CONT. @ 24" MAX. -*--PROPOSED CONCRETE BLOCK WALL P.) V Ty REFER TO PLAN FOR LOCATIONS 2 x8" PRECISION CAP C14 VERT. 1 3 !0 (TAN COLOR) 2y49$ FILL VOID WITH PEA GRAVEL-1 A 8" C.M.U., SOLID GROUT 4 BAR CONT. @ 24" MAX. 92 REFER TO PLAN FOR LOCATIONS TYP.) CUT BLOCK AS REQUIRED TO A CREATE 1/4" MAX. GAP 4 0- 4 BAR CONT. @ 24" MAX. I-0--o 41 tTYP.) to #4 BAR @ 24" O.C.-a'_ 93 REFER TO PLAN FOR LOCATIONS BAR @ 24" O.C. (EMBED b INTO LOWER BLOCK 27" MIN.) �,'j 5-y -6" C.M.U., GROUT STEEL CELLS 4 BAR CONT. 0 24" MAX. INSTALL )/2" PEA GRAVEL- PROPERTY LINE N 0 BETWEEN WALLS o TYP.) Ar t o t4 BAR CONT. @ 24" MAX. TY P. CONCRETE FILLER LLJ EXIST. CONC. BLOCK WALL WALL FLUSH ON WALL TYPE 4 PO 41AI CONCRETE FILLER STREET SIDE WALL JOG ON STREET SIDE 7, BEGIN END WALL DETAIL 12" C.M.U.1 SO�ID 2Y4 x NOT TO SCALE 8" C.M.U., SOLID GROUT a (q # B R 0 24 O.C.,_ WALL TYPE 1 #4 BAR @ 8" O.C. (EMBED to 00 2%7 Y INTO LOWER BLOCK 27" MIN.) (D ? INSTALL )/2" PEA GRAVEL 24" MAX. 14 BAR CONT. Ty P.) BETWEEN WALLS b C) PROVIDE VERT AAL WEEP".- 7,�7 CIL 00 PROVIDE VERTICAL WEEP jJOI1`,jT 16" C.M.U., OLID. GROUV WALL JOG ON STREET SIDE JOINT AT FIRS(,C z CONCRETE FILLER ABOVE GRADE (TYq t4 BAR CO T. 2��' MAX. FIRST JOINT ABOVE GRAI]IE 11, _2 I :i >� (Ty #4 BAR @ 8" O.C. Ty Ld 04 P.) co r- t--: 00 lr�- #4 BAR @ 8" O.C. C�Ncftfi FILLER', r,-C:, LO WALL'FLUSH­ON­ V) A C3 V_ (go + Ui 4 U-) 4 N o UJI cq STREET SIDE ----------- WALL TYPE 4 0 92 899 0. , zt �� c. __-e.� r(TYP.) #4 iIIAR CL cn + Lo 7 12" C.M.U., SOLID GROW Uj C; Lo 4 Lo cq (0 6 -4 V) 7- (n 00 + 04 - 4 BAR CONT. 4 BAR COTT. AX.4t, CL _j ", /, I M X -41 LO __j -J . . ..... < '0 r, 0 It 57< Ty P.) P.) A41" CL Ln + "i C14 30N #4 B R T. (6 C-4 U_ Uj 't Ln 1b r�o -7 cI it 04 tz u1i 0 le CL o LO cn LIJ _j Uj F_: C.4 'It Uj TJOINT AT FIRST JOINT < �O Lo PROVIDE VERTICAL WEEP tn M (n + C-4 04 LO 04 to ABOVE GRADE (TYP.) 5 00 -It U C) Ict V) cn Ir" F-: r- C14 LA_ C'� Lo U') + EXIST. CONC. C-4 -.0-5.09' 04 .4 Lo 0 LU C� #4 BAR cn LO J,- BLOCK WALL � -I * 0- + N + C-4 F_ cn o 92 �i @ C14 Uj . r- 00 to to V) C14 Uj + - o 0 #4 BAR @ 48" O.C. O.C. LO cn r Uj to LO CD CL LO + C-4 CIJ "It F-: 00 'qt a M in Uj Ui 041 Lo W 0- C14 + or C14 7.67' �i -4 co r�o Lo ci: (c! 1--, 00 -7 C) Nt in Uj V) + - C-4 - I— r- F-: r�, r,� a LO W in CL LO 0 < + cri 04 w C14 En (n LO Uj < CL Uj #4-J�A�_ CONT. (TYP.) + o, C14 a Nt U_j LU Uj CID U-) to 04 a_ .* �:� L,:_j ALL BLOCK TAN PRECISION EXCEPT UPPER 2.67' SHALL BE TAN in �i + cn 04 14 1 o- w cir -It __j 7-- LAJ 06 Lq W) "It C4 C%j - r, -it c) ',it z 0- + M LL: < M/W SPLIT FACE ONE SIDE (STREET SIDE) BLOCK WITH MATCHING o C14 LO LO cn tn + ii-- Lo C) 1%t < cn MORTAR & CONCAVE JOINTS. #4 BAR---" 00 _j cn Iq + 0; " �j: 5<-U_ W) 01 It < Uj LO cn w 0 @ 8 0.C. En + 0 �: r_ lqt Ln In ><U_ CL C-4 V) U (n F-: 110 . a 2.00'-�- o6 1�0 't Uj ><La CL cn LO + co Uj 0 #4 BAR CONT. (TYP.) C) "Rt - Ld "i CO LO U-) V) + 1-� 0 cq a '* 8vt c� Lo (n_j a! r, a _j + RETAINING WALL (TYPE 3) Ul) o 04 LO LO X-75 CL (n + w C4 _j Uj< - -: 0 -4- ISM 3-0 Uj Ui 00 rn (n cf� + r� 04 NOT TO SCALE I-- . - 11,_ 00 r,� a U_ < 00 LO LO U') JP10 4.25' CL cn CD + Lo C%4 0��e -1 CD C) I'* w C6 C-4 04 14' 0 04 + C14 06 8.67' MIN. / 1 OF MAX. WITH 8.5' MAX. RETAINING 1— (0 C) 14t X U_ 0-0 (6 00 4 to 0- in + Ui cq a 0_j co r,� a -lif Vm=1500 P.s.i. Vc=2500 P.s.i. Fy=60,000 p.s.i. C'i Lo N Ict _j t--M + LO " Lo "It c> It V7 LO + ko Id. LO Vi Do c) 6" AND 8" BLOCK SHALL BE TAN M/W SPLIT FACE BLOCK ONE N PO 10 'It SIDE (STREET SIDE), 12" BLOCK SHALL BE TAN PRECISION. ALL CL cn cq + vi cn U_ JOINTS SHALL HAVE MATCHING MORTAR & CONCAVE JOINTS. IN -t _j 0 F_ I— C) 'IT 0 cn LO + cq < Q a- (n cq w Jj V) cq 11 0- o6 En INSTALL 3" DIA. HANCOR HEAVY DUTY TUBING, PERFORATED ON TOP HALF ONLY, FULLY a 'it C) 1* U 0- 131 CAI C14 + C-4 04 - F_ C4 < WRAPPED WITH SYNTHETIC FILTER WRAP AND SURROUNDED BY 12 x12" MIN. PEA GRAVEL. in_j co 0- V) + (6 5<-_j " 'it X 06 M LLj -4 00 11`,� 0 LAj U- C6 co -It 4 GARDEN WALL (TYPE 4 M LJ< 04 + C14 "It F--: w) 11`,� 0 4 3: CL V) + Lo 04 - 0 LL_ 06 C14 0 PERFORATED TUBING BETWEEN WALLS SHALL BE INSTALLED ON TOP OF FOOTING LOWEST CD C) 11, C4 Ir ---F- w NOT M SCALE C14 0:�z + cq - C4 - 71) IN ELEVATION (EXISTING WALL FOOTING OR NEW WALL FOOTING). 4 LO 0-U - in LZ ur� + vi cq C-4 0 LO lqt It 0 j 0 1,* 'It 6 -It 8' MIN. / 11.33' MAX. WITH 4.5' MAX. RETAINING -M C-4 ul + a cn UJI INSTALL 3" HANCOR HEAVY DUTY TUBING, NON-PERFORATED, AND CONNECT TO STORM f'm=1500 P.S.i. Vc=2500 P.s.i. Fy=60,000 p.s.i. a- + -4 C) cn 00 -,* 4 w cq W M r-: a DRAIN AT LOCATION NOTED (TUBING SHALL CLEAR WALL FOOTING) PER CITY OF RANCHO t__ C14 + r�n c'4 < In c6 CNI to 4 CUCAMONGA STD. PLAN 333. _j 00 -7 C) __j U-i '.* + rn 04 U.1 __j P10 119t < (n IV') 0 't 00 CL n Uj U., U: Uj U_ Uj . r- . cq U) LL_ r- + cj LLJ L� U1 F--! 0 CL F- L0 W) It (L 1.� C14 cD in (n LL: 00 C) C� C-4 CL LLJ z Ld LO 5<- 00 F- r- CN �z U) LAJ cn to cn C,4 Ld r- in ta: L0 + I_: _j CL LL: 0) r4) Lai M CL V) . C14 P0 Kt LLJ (o L6 + K) LIJ LAJ LL: Kt , P�, j__: + 04 S 4 to F= 41 r�, F: c! c) it LO LO L0 C)0 -t c� C14 Q_ V) L� Lfi 00 c) -.4 0 CL cn U") + Z� -it W) LAJ C'4 - LL: _j Uj LL; Pei 00 + C; C) Irt F_ F.: co EL qt 0) r-: C14 V) LO + C14 0 LLJ LA_ CL V) + 0) t,fi C4 U-) LO F�ji Ld LA; o6 N r_ P11 - o �t V) in K3 Ile) CN in Lo + C14 - _j 11-_ - 17 o _j ><U_ LL_ cn C'4 IF, LLJ LI: (L LL. C'i Lq + cn . _: L0 LO LO LAJ LLJ 0 LLJ pe) F_ 'It It F_ V) 10 Kt o o .It LL: + c; 04 0- CL V) + co a 00 -1 Ln L0 Lf') Uj 0 w Ln 00 rn W) c a :z a) r- CL 00 . a LAJ + CL En LA CL cn + r�, C-4 PROJECT BENCHMARK,: 00 C14 06 C-4 L0 I* Ld Lki U.: c*4 flo L,: "It c) - 1__: a F_ It w -7 C) --t CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10056: ";t + cn N Nt 00 in 04 + C14 CL Ln Nt c� q r'� a cn U_ C'i Lo Uj LU C14 c) 1* F: R) LO LO DESCRIPTION: 2" BRASS DISK IN CONCRETE HEADWALL STAMPED cn cn cl CL U_ Ui 00 U7 r- + C14 + C-4 LO + U: Uj (6 01 cn "I Uj N "CITY OF RANCHO CUCAMONGA BM 10056 1987" AT NORTHWEST 'it F-: + 06 -4t 1-: - w F_ 1--: re) r,.: C) -qt C14 U) ".41 cn r- + Jc _j CL cn + Ln 04 - CORNER OF BASE LINE ROAD AND HAVEN AVENUE, AT EASTERLY END C4 00 0 '1�t 13- 01 to _j LL: C; 04 C14 W) OF DRAINAGE CHANNEL WALL. C14 Uj C-4 -7 0 'it V) C) In C'4 "t M clr� cr) c ) + + ic� ch + Lo + 0 _j' ri U-) Lo 'it to 'It Ld 00 00 110 _j ELEVATION: 1317.780 o 't C) 1,1:t I— - r-. (" "t < a C) 1* cq CL in I'* + o ��: + CN - Uj to 00 K) M (6 00 110 F- F_: to c" 't U: 00 1",� cn + .-: + CN Uj C; w 00 in P, -It c! 00 C11 it V) + cq (14 n_ o + CN co t1r) :z 0) -- K) V) + 03 - CD C) qt 00 N F- CL (n 10 (0 + _io (6 00 cq "I F_ 00 "! M CL V) + r.0 ??,oFESS/O/V Ld C6 q I- C14 cr) wt <) E. & ssocicLfes CL cn C) + C; LO (9 CD It CIVIL EMINEERS 0 LAND SURVEYORS CL (A + to W r1_ c1q t10 _j 10271-B TRADEMARK STREET V) Irl- (M Uj ck- + w c� r_ R.C.E. 29224 RANCHO CUCAMONGA CA 91730 cr) 1;r PH (909)987-4306 FAX (909)941-1528 + M C,� pe) w Irl- 041 F_ a) cn 14 GENERAL WALL NOTES: V) 7 3i . + r4,) Lij to c IV lk- N!NO IF 0- V) + C14I 6_001 1. PROVIDE CONTROL JOINTS AT 50' MAX. INTERVALS. OF CA, Lid C-� 1.0 C14 I-- r-, Lo c" in 0 _j 2. ALL WORK SHALL COMPLY WITH SOILS REPORT AS PREPARED BY RMA GROUP, DATED AUG. 22, 2003 DANN E. duERRA DATE CL 6 to + cq CL REPORT NUMBER 03-1223-01. R.C. 29224 EXP. 1-07 UJ w C14 (n C) + < z CD LZ w - w FOUNDATIONS - EXCAVATIONS: co cq I.- o M o + C) U_ in 00 cn US q (D 0 q oo t! c" _j rz 5-< 1. EXCAVATION OF ALL FOOTINGS SHALL BE AS NOTED ON PLANS AND SHALL BE INSPECTED AND U-)W + c> V) r- APPROVED BY THE SOILS ENGINEER PRIOR TO PLACEMENT OF CONCRETE. U-) C14 0 CL (6 ") + 'Tr + 14t Ld 0) 04 _< - to cq M 2. DESIGN SOIL BEARING IS PER REPORT ACTIVE PRESSURE USED FOR WALLS. MASONRY.' + c" cn + PIi cy)0 -It a- LLJ LA_ c� to 0) C14 ------- cn F- 1�, F_: a) cy! 3. THE REQUIRED DEPTH OF ALL FOOTINGS SHALL BE INTO FIRM, UNDISTURBED NATURAL SOIL OR FULLY LLJ V) C) + C14 COMPACTED SOIL AS REQUIRED BY THE SOILS REPORT. 1. BLOCK MASONRY UNITS SHALL BE GRADE N-1 MEDIUM WEIGHT CONFORMING TO ASTM C90-75 FOR U_ ad c) 00 C14 a_ LLJ GRADE N-1 UNITS STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS. in + 4. THE BOTTOM OF FOOTINGS SHALL BE LEVEL. PRIOR TO PLACING CONCRETE CLEAN AREA OF ALL MINIMUM COMPRESSIVE STRENGTH OF BLOCK SHALL BE 1500 PSI. < LZ "-t OR 00 04 DEBRIS, LOOSE DIRT, OR WATER. ALL REINFORCING SHALL BE THOROUGHLY CLEANED PRIOR TO PLACING 0 Uj Ir- I— to cn "q* 2. MORTAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS. TYPE S MORTAR U < CL V) U_ C; w + PER UBC TABLE 21-A AND/OR APPLICABLE GREEN BOOK SECTION SHALL BE USED. cm CD �-�J: lf Uj r, . 00 C14 J I': Ln C) F- cn 5. ALL FILL AND BACKFILL MATERIAL SHALL BE COMPACTED IN ACCORDANCE WITH ASTM D1557 TO A ><U_ a_ V) + c) 3. ALL GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS. _j < bi 0 LA7 00 04 ��4ftZELATIVE COMPACTION OF 90%. ALL FILL AND BACKFILL MATERIAL SHALL BE APPROVED BY THE CITY LLJ< 3:: it C-4 'q c" 11qt INEER. BACKFILL MATERIAL FOR RETAINING PORTIONS OF WALLS SHALL BE GRANULAR FREE DESCRIPTION OF REVISION DATE V) U) r- + c) 4. NO PIPES OR DUCTS SHALL BE PLACED IN MASONRY UNITS UNLESS SPECIFICALLY DETAILED OR APPROVED 3:: CL LL_ 4 W) U_ >< LLI 00 C14 NOTED ON PLANS. r, j_: o (q cn �* C) 6. CONCRETE FORMS SHALL BE CONSTRUCTED AND BRACED SUFFICIENTLY AS TO RETAIN THE CONCRETE + LL. (6 to 00 fi�,MrNeEoy��A�OSITION OF THE CONCRETE DURING AND AFTER THE POUR, 5. AGGREGATES FOR MORTAR AND GROUT SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM CL 0 Ld 0_j ,It F.: 00 c� I—M cn . r_ + Do C-144 AND C-404. CITY OF RANCHO CUC A MONGA w Uj L% C6 7. ALL HOLDDOWN BOLTS, ANCHOR BOLTS, DOWELS, SLEEVES, REINFORCING STEEL, AND OTHER r- 17- w C) cn EMBEDDED ITEMS SHALL BE SECURELY POSITIONED AND INSPECTED PRIOR TO POURING CONCRETE. 6. ALL CELLS CONTAINING REINFORCEMENT AND ALL CELLS BELOW GRADE SHALL BE SOLID GROUTED. w CL (n + 00 MASONRY UNITS SHALL BE LAID TO A MAXIMUM HEIGHT OF 4 FEET. GROUT POUR IN VERTICAL CELLS Li - U_ ci W) [,- ;i OF MASONRY UNITS SHALL CONFORM TO LOWLIFT GROUTED CONSTRUCTION, SECTION 2104 OF THE UBC It F: U-) (9 CD Haven Avenue Street & Storm Drain Improvements CL + rl_ CONCRETE: AND/OR APPLICABLE GREEN BOOK SECTION Uj LL7 to r_ - 0� CIL V) + to 7. HEAD JOINTS AT RETAINING WALLS SHALL BE OMITTED AT 24"OC IN THE FIRST COURSE OR A 2" U_ 1. CONCRETE MIX DESIGN SHALL BE PER UBC SECTION 1903.9 AND/OR APPLICABLE GREEN BOOK IL DIAMETER HOLE AT 24"OC SHALL BE PROVIDED FOR DRAINAGE. SECTION, THE SPECIFIED COMPRESSIVE STRENGTH SHALL BE AS DESIGNATED BELOW. STRENGTH V) . r w + (0 REQUIREMENTS SHALL BE BASED ON 28-DAY COMPRESSIVE STRENGTH: WALIJ P R 0 F I"L' ES'N C-4 Ir" - 8. ALL SOILS USED FOR BACKFILL SHALL BE GRANULAR TYPE UNLESS SPECIFICALLY APPROVED BY THE z M SOILS ENGINEER. EL cn + Ln A. FOUNDATION............................. .......... ....................2500 PSI _j Ld LL_ C�:, (D to 9. BACKFILLING SHALL NOT BE ACCOMPLISHED UNTIL A MINIMUM OF 7 DAYS AFTER THAT WALL IS TLY RIGHT-OF-WAY WALL "t j_: r�, CT! c" WATER-CEMENT RATIOS SHALL COMPLY WITH SECTION 1905 AND/OR APPLICABLE GREEN BOOK SECTION. CL V) + ct COMPLETED. NOTE THAT BACKFILL IS NOT TO BE COMPACTED WITH THE USE OF HEAVY EQUIPMENT C.0 - WATER-CEMENT RATIOS SHALL BE COMPATIBLE WITH SPECIFIED REQUIRED STRENGTHS. UNLESS SPECIFICALLY APPROVED BY THE ENGINEER. Lo cn It 0 7w to fl- X + 2. CEMENT SHALL BE PORTLAND CEMENT TYPE 11 PER ASTM C-150, UNLESS OTHERWISE SPECIFICALLY From Sta. 195+66.0 Sta. 206+23.65 CL C6 U-1 (0 NOTED. SEE SOILS REPORT FOR MORE INFORMATION. F__ I-, cj cr) 1wt REINFORCEMENT: a_ (n C) + Uj U_ (6 CD 3. ALL CONCRETE AGGREGATES SHALL CONFORM TO ASTM C-33 (UBC SECTION 1903.3.3.1-1) AND/OR APPROVED BY.' DATE V) o + ON PLANS, ALL STEEL REINFORCEMENT SHALL BE DEFORMED BARS AND U_ SHALL COMPLY WITH A-706 GRADE 60 AND/OR APPLICABLE GREEN BOOK SECTION. r-, o (31 (71 APPLICABLE GREEN BOOK SECTION FOR NORMAL WEIGHT CONCRETE. 1. UNLESS NOTED OTHERWISE 2E 6 (D CITY ENGINEER R.C.E. No.- 24953 11-_* 00 4. CONCRETE MIX SHALL BE DESIGNED FOR 4 INCH MAXIMUM SLUMP IF CONSOLIDATED BY VIBRATION C! + 04 AND 5" MAXIMUM IF CONSOLIDATED BY OTHER MEANS. 2. DETAILS AND PLACEMENT OF REINFORCEMENT SHALL BE PER UBC SECTION 1907 AND/OR APPLICABLE DESIGN RECOMMENDED (0 LO - (0 GREEN BOOK SECTION FOR CONCRETE AND UBC SECTION 2104.5 AND/OR APPLICABLE GREEN BOOK c" Nt + 5. NONINAL MAXIMUM SIZE OF COARSE AGGREGATE SHALL BE NOT LARGER THAN ONE FIFTH (1/5) SECTION FOR MASONRY UNLESS OTHERWISE NOTED. ul THE NARROWEST DIMENSION BETWEEN SIDES OF FORMS NOR ONE THIRD (1/3) THE DEPTH OF SLABS DGA Dcivi 6t4eitra NOR THREE FOURTHS (3/4) THE MINIMUM CLEAR SPACING BETWEEN INDIVIDUAL REINFORCING BARS. 3. UNLESS NOTED OTHERWISE, CONTINUOUS REINFORCEMENT MAY BE SPLICED WITH A MINIMUM LAP OF 40 BAR DIAMETERS IN MASONRY AND 30 BAR DIAMETERS IN CONCRETE BUT NOT LESS THAN 24" IN DRAWN SHEET 6. MIXING AND PLACING OF ALL CONCRETE SHALL BE PER UBC SECTION 1905 AND/OR APPLICABLE EITHER CASE. & Associcife-S GREEN BOOK SECTION. 4. ALL REINFORCEMENT SHALL BE SECURED AGAINST DISPLACEMENT PRIOR TO GROUTING AND/OR DGA 22 OF 30 WALL TYPE 1 7. FORM WORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS SHALL BE PER UBC SECTION 1906 POURING BY WIRE POSITIONERS OR OTHER SUITABLE DEVICES AT INTERVALS NOT TO EXCEED 200 BAR AND/OR APPLICABLE GREEN BOOK SECTION. DIAMETERS OR 10 FEET. CHECKED 10271-B TRADEMARK STREET DRAWING No. RMCHO CUCAMONGA CAILIFORNIA 91730 CITY PH(W9)987-4306 FM(9M)941-1528 1885 T YP C W 0 A L C LR "j E JOT E G t2'1/4 44 BAR 0 1 INTO LOWER A A 0 A r, "'IIi T CONCRETE WALL JO( 44 BAR @ PROJECT Sheet No. 22 of 51 OR i• RIGHT—OF—WAY. BEFORE ALL WORK STATE RIGHT OF 1. SHALL CONFORM r THE LATEST STATE STANDARD 1-D -a AND SPECIFICATIONS lr OR , DIRECTED r THE STATE'S REPRESENTATIVE fr, , r j r`1 OTHER i STATE M PRE—APPROVED • r r r: O D `ND JUSTIFIED)* • NO EQUIPMENT OR _ . STORED ON RIGHT—OF—WAYO WHERE SURVEY MONUMENTS MONUMENTS SUCH i BE PROTECTEPROFESSIONS CODE9 SECTIONS OR SHALL BE REFERENCED AND RESET PURSUANT TO BUSINESS AND 8700 TO 8805 (LAND SURVEYOR'S ACT). THE PAVEMENT , -i SAW—CUT MINIMUM FROM r EDGE OF PAVEMENT. : a SAW—CUTS r YPERPENDICULAR •r1■, i O r PARALLEL STATE HIGHWAY CENTERLINE. ALL SIGNINGo STRIPING r , D PAVEMENT a a r SHALL BE IN CONFORMANCE 1 r OF:THE TRAFFIC MANUAL PUBLISHED rE :; OF r• i DEPARTMENT OF r i - r -` a r AND THE SPECIAL irrr ALL PAVEMENT a, MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED ON THE PLANS. THE LOCATION OF ALL SIGNS SHALL BE DETERMINED 1N THE FIELD BY THE STATE'S REPRESENTATIVE. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGSNOT PLANS SHALL BE REMOVED FROM THE PAVEMENT BY SANDBLASTING BY THE CONTRACTORS ALL CONFLICTING . r - REMOVED •r RELOCATED THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE SPECIFIED ON THE PLANS OR AS DETERMINED IN THE FIELD BY THE STATE'S REPRESENTATIVE. ALL SIGNS9 ROADSIDE MARKERS9 ELECTROLIERS9 ETC. SHALL BE PROTECTED ANVOR REPLACED IN KIND ACCORDING TO THE CURRENT STAT STANDARD PLANS AND THE CURRENT TRAFFIC MANUAL9 AT NO COST TO TH ow 19 J 1 COUNTY STATE ROUTE 30 SEGMENT 4 IMPROVEMENTS SANITARY SEWER LINE RELOCATION AND WATER LINE RELOCATION AND MODIFICATION 149 y�,�` 1•a � •w rr rr ri � it � .-..:..... ....,. �... �� r j 97 H S7REE7 � (� PLAN SLURRY BACKFILL FOR UTILITY PROTECTION WITHIN CALTRANS c • NO SCALE EbIQMEER'� b.10TICE TQ CQNTEACTOR THE EXISTENCE AND LOCATION OF r- -• PIPESOR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE CONTRACTORs r THAT ANY NECESSARY ADJUSTMENT ► it MADE IN ALIGNMENT AND/OR GRADE , PROPOSED IMPROVEMENT. THE CONTRACTOR ,Mr REQUIRED #r D; TAKE D, PRECAUTIONARY f,r ,it MEASURE PROTECT 'ANY UTILITY LINES SHOWN AND ANY OTHER LINES ` OF RECORD OR NOT SHOWNON l CQNTR.ACjQ8'a SUPONSIBILIJY FQR SAFE!y IN SUBMITTI.NG 1. BID r THIS ■ CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING COURSE OF r r PROJECT; r SAFETY OF ALL PERSONS AND PERTY; THAT THIS REQUIREMENT SHALL APPLY r # a r BE LIMITED TO NORMAL WORKINGHOURS;AND THAT ARISINGCONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY9 REAL OR ALLEGED9 IN CONNECTION WITH THE PERFORMANCE F WORK ON THIS PROJECT9 EXCEPTING FOR LIABILITY SOLE •NEGLIGENCE OF OWNER O. ENGINEER. MR LOC ATION MAP NO SCALE SHEET INOE)t SHEET DISCRIPTION PROPOSED SEWER PROPOSED WATER 1 COVER SHEET EXISTING EXISTING TITLE SHEET I TI ........ r.,..,,.rtm rv.,., .., .,, EXISTING TEL LINE "A" STA. 10+00 TO 18+91 EXISTING I V INVERT ELEVATION GB GRADE BREAK .ty.. 1 FLOWLINE ELEVATION LINE "A" STA. 18+91 TO STA. 26+00 EXISTING ELEVATIONDISTANCE IL 5 LINE "A" STA. 26+00 TO MANHOLE NO. 10 END CURVE IN T INTERSECTION CENTERLINE im It 6 LINE "A" AND LINE "B" SEWER PLAN AND PROFILE SEWER CONSTRUCTION T APPLICABLE L 2WATER 7 LINE ®"A" STA. 41+52-22 TO STA. 47+55-26 END CONSTRUCTION NOTE NOT APPLICABLE 8 LINE "C" SEWER PLAN AND PROFILE 9 LINE "C" LIN "C-1" AND LINE "C-2" SEWER PLAN AND PROFILE 10 LINE "D" MILLIKEN AVENUE 11 TITLE SHEET oc 12 DETAILS AND TYPICAL CROSS SECTIONS 3 FAIRMONT WAY AND KNYO AY — PLAN AND PROFILE 14 KENYO WAY — PLAN AND PROFILE it 15 KENYON WAY AND WOODRUFF PLACE a- PLAN AND PROFILE 16 HIGHLAND VENUE/ MAYBERRY AVENUE/ REVERE AVENUE PLAN 17 HAVEN AVENUE 18 HIGHLAND AVENUE AT 19TH STREET BENCH MARK PLANS PREPARED UNDER SUPERVISION OF PLANS PREPARED BY • r • r ASSOCIATED SHELBY OF WALL OF CHANNEL 44J WIO i +y i .CALIFORNIA SOUTHBOUND HAVEN LANES IN AVE* • • ) 980-1982 i .09A41-0891 • •.• . : r • 1 1 a a ! s i DATE r PHILIP. 7) DATE r ,yr f � CUCAMONGA COUNTY WATER DISTRICT r as DEPARTMENT r, . INO .. .• 7-2591 w , U PROPOSED � '—SEWER � F'r�iJPJS�t�pFiJJTF' 30 F'Fi�-r.,.VA11aY 0 GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL TRENCH DETAIL PER r r r c • 3J LEGEND PROPOSED SEWER PROPOSED WATER EXISTING .................... Vi ...... � ,�_ _, EXISTING EXISTING w.W,u.....E­-----­--­­ I TI ........ r.,..,,.rtm rv.,., .., .,, EXISTING TEL SD EXISTING I V INVERT ELEVATION GB GRADE BREAK .ty.. 1 FLOWLINE ELEVATION w , U PROPOSED � '—SEWER � F'r�iJPJS�t�pFiJJTF' 30 F'Fi�-r.,.VA11aY 0 GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL TRENCH DETAIL PER r r r c • 3J LEGEND PROPOSED SEWER PROPOSED WATER EXISTING .................... Vi ...... � ,�_ _, EXISTING EXISTING w.W,u.....E­-----­--­­ I TI ........ r.,..,,.rtm rv.,., .., .,, EXISTING TEL SD EXISTING I V INVERT ELEVATION GB GRADE BREAK L FLOWLINE ELEVATION (XX) EXISTING ELEVATIONDISTANCE C BEGIN CURVE EC END CURVE IN T INTERSECTION CENTERLINE U2 SEWER CONSTRUCTION NOTE SEWER CONSTRUCTION T APPLICABLE L 2WATER CONSTRUCTION OT yF CONSTRUCTION NOTE NOT APPLICABLE ROUTE'r� VAIA Y 30 FRE�.L HIGHLAND AVENUE w w > CHURCH STREET CA w � > BASELINE w M. NOT r SCALE UndergroundI f ,. r Call-, TOLL FREE 1-800 422-4133 DESIGNED YD Y CHECKED BY DRAWING T 1 KFS/ISL KFlL/TEE U AMONGA CmkOUNTY WATER UISTRICT SEGMENT _._ -mm I 11C STATE ROUTE 30 SCALE WORK ORDER No. AS r, COVER SHEET 1 NOTEDTr OF 1A95009`cow ®01 wr.sht 1 07 AUG 7 :33:11 'r, jI #' ♦ 1 " • a a LEGEND OF CONDUIT (CONVENTIONAL U.G.) EDISON NO. CONDUIT REQ'D. ----SIZE OF CONDUIT RUN -** --LENGTH OF TRENCH N TYP E OF FA ILITY TRENCH CIG OR DB,) --0- RUN NO C"ALENGTH OF TRENCH STRUCTURE STATION STA. ** STATION NUMBER STREET LIGHT NO. OF CONDUIT REQ'D. (D- STREET .0 SIZE OF CONDUIT RUN *-LENGTH OF TRENCH LIGHT TRENCH TYPE OF FACILITY LENGTHOF ADDITIONAL RUN NO ---""'BENCH REQ'D. De - STREET LiGHT STATION STA. ** �t---STATION NUMBER EDISON NO. CONDUIT REQ'®, ® --w----SIZE OF CONDUIT REFERENCE RUN NB - MEMO .,,E_0ENOTES CONDUIT RUN CONTINUATION FOR CONSTRUCTION INFORMATION STREET LIGHT NO. OF CONDUIT REO'D. --o--'SIZE OF CONDUIT MEMO-FOROGONSTRUCTUIQNRiNFOROMATION SON REFERENCE RUN N0 -r.- POLE STATION STA. ** STATION NUMBER ANY OF ABOVE SYMBOLS FOLLOWED BY A DENOTES FOLLOWING. DB CONDUIT WITHOUT ENCASEMENT iS ACCEPTABLE FOR PORTIONS OF TRENCH WITH ONLY ONE OR TWO CONDUITS. SEMI -ENCASEMENT IS REQUIRED FOR PORTIONS OF TRENCH WITH ONLY THREE OR FOUR CONDUITS. FULL ENCASEMENT IS REQUIRED FOR MORE THAN FOUR CONDUITS. D18, I'.,.v. 2v i /loo (PARKWAY) EXTENTION KNOCK OUT (FOUR REQUIERD) E:� 3 f ,r 7 "--* - LOCATE CONDUIT ALONG ' A NARROW END OF HANDHOLE. ................ (SEE NOTE #4) 1 "TYPICAL ALL CONDUITS GRESHED ROCK - DIRECT BURIALTYPE CONDUIT OR HDG 36" (MIN) RADIUS BEND. BOLT HOLES(2) ALL COVERS TO BR IDENTIFIED WITH "EDISON" IN 1/2- (MIN) BLOCK RECESS LETTERS. 14160 Z 1. SEE UGS 200 FOR DIMENSIONS OF VARIOUS SIZE HANDHOLES AVAILABLE: 2. RADIUS ANGLE MAY BE REDUCED TO LESS THAN 90` PROVIDING THE PROJECTED CENTER LINE OF THE CONDUIT CLEARS HANDHOLE OPNING. 3. TWO HOLE DOWN DEVICES TO BE SUPPLIED WITH EACH HANDHOLE. 4. ALL CONDUITS SHOULD BE INSTALLED WITHIN THE SHADED AREA. LIST OF MATERIA"" 1. Footage quantites are approximate. [ED-ISON 2. Where reference is to on item not detailed, . see separate description list. 3.. This list provides a summary of major items. SEE UGS SECTION INDEX FOR REFERENCE DRAWINGS QUAN. UNIT DESCRIPTION SIZE ITEM NO. REF DWG. REV. DATE CONCRETE PRODUCTS Precast concrete item complete with necking,cover,and i from an of the following inserts may be obtained y g approved manufacturers. J 14221 San Bernardino Ave., Fontana, Calif. 92335 Phone: (909) 350-4111 UTIILff VAULT 00. 10650 Hemlock Ave., Fontana, Calif. 92335 Phone: (909) 350-2675 (909) 428-3700 D41- Rev, 10/04/00 GUTTER GRADE 77 f (NO SCALE) � ID Z A' "-.�.1 � 3 " 3 I 2 1 I r -•-- 1 " EARTH CUSHION On?ICAL CONDUIT BANK SEC11ON SHOWING DIRECT BURIAL SIMILAR CONSTRUCTION FOR FEWER CONDUIT 2 CONDUITS MAX. D31-- d W. 0/9 GUTTER GRADE (NO SCALE) Z M It M3"-J-..- 1-00-3» 3" V, - H°a -EARTH CUSHION TN?IC& CONDUITTi SHOWING SEMI -ENCASEMENT SIMILAR CONSTRUCTION FOR FEWER CONDUITS. REQUIRED FOR 3 OR 4 CONDUITS D7 11,�1�481 WOOD MOULDING WITH #6 (MIN.) WIRE INSIDE TO TOP. - ALIGN RISER WITH A TEMPORARY LENGTH OF CONDUIT; I REMOVE THIS LENGTH WHEN RISER IS SET. t SOLVENT WELD PIPE CAP ONTO RISER. DO NOT PERMIT EXCESS CEMENT TO ENTER CONDUIT. CAP HDG BEND WITH CONCRETE -FILLED COUPLING. { 2' r i RISER BENDS 3" 6" MIN RADIUS FOR 1" TO 3" INCL. Z460" MIN RADIUS FOR 6" AND OVER 8" MIN RADUIS FOR 4" AND 5" °p4. ;' .GRADE 1' 3" MIN)) MINIMUM EARTH COVER OVER 24"MAX} ""� ENCASEMENT RISER BEND TO BE AS FOLLOWS; DUCT , #6(MIN) BARE COPPER TO GROUND RODS COUPLING OR ADAPTER -------------------- r REAM INTERIOR OF LOWER END OF ABS RISER �> BEND TO PERMIT A SMOOTH TRANSITION FROM THE CONDUIT TO THE RISER- - - - ^ l - - - - #6(MIN) BARE COPPER 5/8" x 8' COPPERCLAD GROUND ROD AND CLAN 2 PLACED 6'(MIN) SEPA GROUNDING TYPI BOTH POLE CONFIGL 1. APPROVED RISER BEND ARE SHOWN ON FOLLOWING TABLE; CONDUIT HDG FIBERGLASS SIZE COVER COVER ERWY 210 Imo' � ��', --... 4"-5" 57" r � 1 �r 74" 19TH K^� ST. 1 SER\ACE CONDUIT • PLUS F1r DEV.F"l rr �. ar THIS PLAN APPROVED AS TO LOCATION VICTORIA 14 ST, rI �F AND TYPE OF ELECTRIC SUBSTRUCTURES 0184. Rev, 10 190/97 PERMIT NUMBER Developer VALENCIA z 7AVE. Ckf ,,. VICINITY MAP HAVEN AVE -1 NTS FROM BA,,:g .UNF Ria. ' Tg g0 � ��,y. BASELINE % Jj RD. R.C. 811, B-4 INSPECTOR LEGEND OF CONDUIT (CONVENTIONAL U.G.) EDISON NO. CONDUIT REQ'D. ----SIZE OF CONDUIT RUN -** --LENGTH OF TRENCH N TYP E OF FA ILITY TRENCH CIG OR DB,) --0- RUN NO C"ALENGTH OF TRENCH STRUCTURE STATION STA. ** STATION NUMBER STREET LIGHT NO. OF CONDUIT REQ'D. (D- STREET .0 SIZE OF CONDUIT RUN *-LENGTH OF TRENCH LIGHT TRENCH TYPE OF FACILITY LENGTHOF ADDITIONAL RUN NO ---""'BENCH REQ'D. De - STREET LiGHT STATION STA. ** �t---STATION NUMBER EDISON NO. CONDUIT REQ'®, ® --w----SIZE OF CONDUIT REFERENCE RUN NB - MEMO .,,E_0ENOTES CONDUIT RUN CONTINUATION FOR CONSTRUCTION INFORMATION STREET LIGHT NO. OF CONDUIT REO'D. --o--'SIZE OF CONDUIT MEMO-FOROGONSTRUCTUIQNRiNFOROMATION SON REFERENCE RUN N0 -r.- POLE STATION STA. ** STATION NUMBER ANY OF ABOVE SYMBOLS FOLLOWED BY A DENOTES FOLLOWING. DB CONDUIT WITHOUT ENCASEMENT iS ACCEPTABLE FOR PORTIONS OF TRENCH WITH ONLY ONE OR TWO CONDUITS. SEMI -ENCASEMENT IS REQUIRED FOR PORTIONS OF TRENCH WITH ONLY THREE OR FOUR CONDUITS. FULL ENCASEMENT IS REQUIRED FOR MORE THAN FOUR CONDUITS. D18, I'.,.v. 2v i /loo (PARKWAY) EXTENTION KNOCK OUT (FOUR REQUIERD) E:� 3 f ,r 7 "--* - LOCATE CONDUIT ALONG ' A NARROW END OF HANDHOLE. ................ (SEE NOTE #4) 1 "TYPICAL ALL CONDUITS GRESHED ROCK - DIRECT BURIALTYPE CONDUIT OR HDG 36" (MIN) RADIUS BEND. BOLT HOLES(2) ALL COVERS TO BR IDENTIFIED WITH "EDISON" IN 1/2- (MIN) BLOCK RECESS LETTERS. 14160 Z 1. SEE UGS 200 FOR DIMENSIONS OF VARIOUS SIZE HANDHOLES AVAILABLE: 2. RADIUS ANGLE MAY BE REDUCED TO LESS THAN 90` PROVIDING THE PROJECTED CENTER LINE OF THE CONDUIT CLEARS HANDHOLE OPNING. 3. TWO HOLE DOWN DEVICES TO BE SUPPLIED WITH EACH HANDHOLE. 4. ALL CONDUITS SHOULD BE INSTALLED WITHIN THE SHADED AREA. LIST OF MATERIA"" 1. Footage quantites are approximate. [ED-ISON 2. Where reference is to on item not detailed, . see separate description list. 3.. This list provides a summary of major items. SEE UGS SECTION INDEX FOR REFERENCE DRAWINGS QUAN. UNIT DESCRIPTION SIZE ITEM NO. REF DWG. REV. DATE CONCRETE PRODUCTS Precast concrete item complete with necking,cover,and i from an of the following inserts may be obtained y g approved manufacturers. J 14221 San Bernardino Ave., Fontana, Calif. 92335 Phone: (909) 350-4111 UTIILff VAULT 00. 10650 Hemlock Ave., Fontana, Calif. 92335 Phone: (909) 350-2675 (909) 428-3700 D41- Rev, 10/04/00 GUTTER GRADE 77 f (NO SCALE) � ID Z A' "-.�.1 � 3 " 3 I 2 1 I r -•-- 1 " EARTH CUSHION On?ICAL CONDUIT BANK SEC11ON SHOWING DIRECT BURIAL SIMILAR CONSTRUCTION FOR FEWER CONDUIT 2 CONDUITS MAX. D31-- d W. 0/9 GUTTER GRADE (NO SCALE) Z M It M3"-J-..- 1-00-3» 3" V, - H°a -EARTH CUSHION TN?IC& CONDUITTi SHOWING SEMI -ENCASEMENT SIMILAR CONSTRUCTION FOR FEWER CONDUITS. REQUIRED FOR 3 OR 4 CONDUITS D7 11,�1�481 WOOD MOULDING WITH #6 (MIN.) WIRE INSIDE TO TOP. - ALIGN RISER WITH A TEMPORARY LENGTH OF CONDUIT; I REMOVE THIS LENGTH WHEN RISER IS SET. t SOLVENT WELD PIPE CAP ONTO RISER. DO NOT PERMIT EXCESS CEMENT TO ENTER CONDUIT. CAP HDG BEND WITH CONCRETE -FILLED COUPLING. { 2' r i RISER BENDS 3" 6" MIN RADIUS FOR 1" TO 3" INCL. Z460" MIN RADIUS FOR 6" AND OVER 8" MIN RADUIS FOR 4" AND 5" °p4. ;' .GRADE 1' 3" MIN)) MINIMUM EARTH COVER OVER 24"MAX} ""� ENCASEMENT RISER BEND TO BE AS FOLLOWS; DUCT , #6(MIN) BARE COPPER TO GROUND RODS COUPLING OR ADAPTER -------------------- r REAM INTERIOR OF LOWER END OF ABS RISER �> BEND TO PERMIT A SMOOTH TRANSITION FROM THE CONDUIT TO THE RISER- - - - ^ l - - - - #6(MIN) BARE COPPER 5/8" x 8' COPPERCLAD GROUND ROD AND CLAN 2 PLACED 6'(MIN) SEPA GROUNDING TYPI BOTH POLE CONFIGL 1. APPROVED RISER BEND ARE SHOWN ON FOLLOWING TABLE; CONDUIT HDG FIBERGLASS SIZE COVER COVER 1"-3" 33" 47" 4"-5" 57" 59" 6" 72" 74" RISER BEND WOOD MOLDING POLE NOTE: 6" HDG OR FIBERGLASS RISER BEND SHALL BE USED WHEN SPECIFIED ON THE WORKING DRAWING. SEE UGS 702 FOR GROUNDING HDG RISER BENDS. 2. THE TOP AND BOTTOM OF 3", e, 5" OR 6" FIBERGLASS BENDS ARE FURNISHED WITH PERMANENTLY ATTACHED PVC COUPLINGS. ALSO INCLUDED IS A 6" LONG 3", 4", 5" OR 6" SCHEDULE 80 PVC STUB -OUT, SOLVENT WELDED INTO THE TOP COUPLING. SEE UGS 166 FOR FIBERGLASS RISER BEND MATERIAL INFORMATION AND SUPPLIERS. 3. TWO GROUND RODS ARE REQUIRED AT ALL PRIMARY RISER POLES. DRIVE RODS IN TRENCH BOTTOM WITH 6" MINIMUM SEPARATION IN UNDISTURBED EARTH. LEAVE THE ROD TOPS 3" ABOVE THE TRENCH BOTTOM AND ATTACH CONTINUOUS GROUND WIRE WITH "GAR" TYPE CLAMPS. EXTEND WIRE TO INDICATED LOCATION ON POLE AND STUB UP 2" ABOVE GRADE IN WOOD MOULDING. ALL GROUNDING MATERIALS FURNISHED BY CONTRACTORS. SEE UGS 703 FOR APPROVED GROUNDING MATERIALS. 4. ENCASEMENT REQUIRED ONLY WHEN CALLED OUT ON WORKING DRAWING. 5. PVC RISERS MAY BE SUBSTITUTED FOR FIBERGLASS FOR STRAIGHT RUNS OF 150' OR LESS IN CONDUIT SIZES 4" AND UNDER. 6. 4/0 BARE COPPER NEUTRAL WHEN REQUIRED TO BE INSTALLED IN TRENCH, CONTRACTOR TO PICK UP AT SCE DIST. YARD GUTTER GRADE (NO SCALE) 1 1 Z stQ r� 3"--.� I -•- -.. L3" 1V2 I » 3 0 j d T r, +Y ,`Y +a • , P ( t 3» /yetfi¢.d.at WPIC& DUIT BANK SECTION SHOWING FULL ENCASEMENT SIMILAR CONSTRUCTION FOR MORE OR FEWER CONDUIT REQUIRED FOR MORE THAN 4 CONDUITS D72! Rev, Q/1/00 CONSTRUCTION NOTES: Unless otherwise specified on the working drawing which forms a part of the specification, the Contractor/Developer shall furnish the following items at no cost to the Edison Company. Southern California Edison Company has attempted to correctly show all existing utilities and substructures in the vicinity of the work, but does not guarantee there are no other substructures in the area. Failure of SCE to show all substructures in their correct location will not be a basis for a claim for extra work, and the contractor shall be responsible for all damages to substructures whether shown or not. 1. FOR GENERAL SPECIFICATIONS SEE UGS-1. 2. CONDUIT: a. Minimum cover in street or parkway is 30" below gutter grade, unless noted otherwise. b. Minimum cover on private property is 30" below finished grade, unless noted otherwise. c. Contractor is to fumish and install approved conduit to Edison specifications per UGS-100.1, 110 AND 120. d. For the type of conduit for this job, See UGS-110.1. e. Install all risers per UGS-160, 161, 162 and 170. f. Cap all mainline conduits per UGS-148 and service conduits per UGS-150. g. Install blank conduit plugs in all conduits terminating into Vaults, Manholes, PMH's, SOE's & all cap locations, per UGS-180.1 & UGS-180.2 h. Install pull rope in all conduit runs. Pull rope to be 1/4" polypropylene or polyethylene rope, braided or twis#ed. For specifications, approved makes, and suppliers, see UGS-40. I. All conduit must be mandrelled with the approved mandrel{ UGS-197. 3. CONDUIT RADIUS REQUIREMENTS: a: The minimum radius for bends are: 36" for conduits 3" in diameter or smaller 48" for conduits 4" and 5" in diameter 60" for 6" diameter conduit b: The minimum radius for all sweeps of all mainline conduits is 12'-6" (unless noted otherwise). 4. CABLE -IN -CONDUIT (CIG): a. Minimum trench width is 24" inches. b. Minimum cover is 42" inches. c. Contractor is to provide trench, conduit sleeves if required, backfill, and compaction. (Before excavating trench, contact Edison Inspector for CIC installation coordination). Edison will install GIC in trench. d. Contractor shall provide sufficient help during CIC installations to maintain a clean trench, free of rock and other debris. 5. EXCAVATION AND BACKFILL: a. Work area shall be cleared and rough graded to within four inches of final grade prior to installation of Edison conduit or structures. b. All excavations shall be in accordance with the California State Construction Safety Orders (when applicable), Edison specifications, and all governing local ordinances. c. Each trench to be a uniform depth below final grade prior to installation of Edison conduit or structures. d. Backfill shall be provided by the Contractor for all excavations and shall include crushed rock, concrete, and/or imported backfill, when required. e. Backfill with a MINIMUM of one sack per yard sand cement slurry around and over vaults and manholes per UGS-30.3, Par. 6.4 and around PMH's within one foot of finished grade, per UGS-590.1. f. Backfill, per Edison specifications, shall immediately follow GIC or substructure installation. At no time shall CIC be left exposed over 24 hours. g. No rocks are allowed within 12 inches of direct -buried cables or any conduit without concrete encasement. Native backfill capable of passing through a one-half inch mesh screen shall be considered to be "rock free". If existing bockfill does not pass through a 1/2" screen, place imparted sand 3" below and 12" above Edison cables. After this point, no rocks larger than 12" diameter are permitted. h. All backfill sholl be compacted to meet or exceed local ordinances or other requirements. It shall be placed In a manner that will not damage the conduit or substructure or allow future subsidence of the trench or structures. 6. PAVING: Repaving, where required, shall be placed in such a manner that interference with traffic, including pedestrian traffic, will be kept to a minimum. The Contractor shall establish a program of repaving acceptable to the Municipality, County, or other authority having jurisdiction and which is acceptible to Edison. 7. STRUCTURES: a. All substructures shall be constructed or installed to Edison specifications. b. Install protection barriers per UGS-830 when required in areas exposed to traffic, per Edison Inspector. c. All conduit lines and concrete floored substructures shall be water tight. d. All grounding materials shall be furnished and installed by the Contractor. 8. RETAINING WALLS: When required, retaining walls shall be provided by the Developer. Walls are required wherever grade rises more than 18 Inches above the structure or 24" above the pad surface at a distance of 5 feet from the some, or in areas subject to erosion. Design and installation must comply with local building ordinances. Refer to Edison Inspector for typical space requirements. 9. PERMITS: All permits necessary for excavation shall be provided by the Contractor/Developer. 10. ACCESS: Heavy truck access shall be maintained to equipment locations. Structures must be clear of all appurtenances that would obstruct the loading or unloading of equipment. 11. SERVICES: a. Meters and services shall comply with Edison Electrical Services Requirements. b. Wiring must be in accordance with applicable local ordinances and approved by local Inspection Authorities. 12. LOCATION: a. The location of excavations and structures for Edison shall be as shown on the working drawing. No deviation from the planned locations will be permitted unless approved by the Edison Inspector. See UGS-1, Par 2.2. b. Actual location of obstructions, storm drains, and/or other foreign utilities to be the responsibility of the Contractor. See UGS-1, Par 2.3. 13. Contractor is to verify location and widths of all sidewalks and driveways prior to street light installation. See UGS-175.1, UGS-175.2 and UGS-175.3. 14. SURVEY: Surveying of street improvements, property corners, lot lines, finished grade, etc., necessary for the instal- lation of underground facilities must be completed and markers or stakes placed prior to the start of the in- stallation. In addition, Developer shall maintain the markers during the installation and inspection by Edison. Grade and property line stakes must show any offset measurements. 15. COORDINATION AND SUPERVISION: The Developer shall provide supervision over and coordination among the various contractors working within the development in order to prevent damage to Edison facilities. He is responsible for the cost of repairs, re- placement, relocation, or other corrections to Edison facilities made necessary by his failure to provide supervision or to otherwise comply with these specifications. 16. TELEPHONE AND OTHER UTILITY REQUIREMENTS: The drawing prepared for this job may also cover the facilities to be installed for the telephone company and/or other utility. Any questions concerning details of their installation should be referred to the company concerned. 17. OWNERSHIP: Developer is to deed to the Edison Company all structures shown hereon execpt those shown as customer owned. 18. WARRANTY: Applicants expressly represent and warrant that all work performed and all material used in meeting Applicants' obligations herein are free from defects in workmanship and ore in conformity with Southem California Edison Companys requirements. This warranty shall commence upon receipt by Applicants of Companys final acceptance and shall expire one year from that date. Applicants agree to promptly correct to the Componys satisfaction and that of any governmental agency having jurisdiction and at Applicant's expense any breach of this warranty which may become apparent through inspection or operation of underground electric system by Company during this warranty period. 19. INSPECTION: Inspection is required during the construction period. A 48 hour advance notice of intent to start construction Is required from the contractor to the Southern California Edison Company. Standards of Edison construction requirements are available upon request. Contact Underground Inspector: CARL GUNN Phone: (909) 357-6551 DfvvRev, 11,P20/1915 Where conduits are picked up or intercepted, contractor to mandrel and install pull rape from terminal to terminal. Existing structures shownon Vrawing contain energized cable trid equipment. - or breaking thru • to be ,4!one ONLY under supervision of Edison Co. personnel. UNDERGROUND SERVICE ALERT1-800-422-4133• :0 •+!0 Call i For f ' • • • Locating ELECTRIC2 Working Days Before You Dig PLAN SHOWING PROPOSED (E) MAINLINE CONDUIT UND LAYOUT '��0�0©0000 FOR CUSTOMER , 1 SER\ACE CONDUIT • PLUS F1r DEV.F"l NOTE: 6" HDG OR FIBERGLASS RISER BEND SHALL BE USED WHEN SPECIFIED ON THE WORKING DRAWING. SEE UGS 702 FOR GROUNDING HDG RISER BENDS. 2. THE TOP AND BOTTOM OF 3", e, 5" OR 6" FIBERGLASS BENDS ARE FURNISHED WITH PERMANENTLY ATTACHED PVC COUPLINGS. ALSO INCLUDED IS A 6" LONG 3", 4", 5" OR 6" SCHEDULE 80 PVC STUB -OUT, SOLVENT WELDED INTO THE TOP COUPLING. SEE UGS 166 FOR FIBERGLASS RISER BEND MATERIAL INFORMATION AND SUPPLIERS. 3. TWO GROUND RODS ARE REQUIRED AT ALL PRIMARY RISER POLES. DRIVE RODS IN TRENCH BOTTOM WITH 6" MINIMUM SEPARATION IN UNDISTURBED EARTH. LEAVE THE ROD TOPS 3" ABOVE THE TRENCH BOTTOM AND ATTACH CONTINUOUS GROUND WIRE WITH "GAR" TYPE CLAMPS. EXTEND WIRE TO INDICATED LOCATION ON POLE AND STUB UP 2" ABOVE GRADE IN WOOD MOULDING. ALL GROUNDING MATERIALS FURNISHED BY CONTRACTORS. SEE UGS 703 FOR APPROVED GROUNDING MATERIALS. 4. ENCASEMENT REQUIRED ONLY WHEN CALLED OUT ON WORKING DRAWING. 5. PVC RISERS MAY BE SUBSTITUTED FOR FIBERGLASS FOR STRAIGHT RUNS OF 150' OR LESS IN CONDUIT SIZES 4" AND UNDER. 6. 4/0 BARE COPPER NEUTRAL WHEN REQUIRED TO BE INSTALLED IN TRENCH, CONTRACTOR TO PICK UP AT SCE DIST. YARD GUTTER GRADE (NO SCALE) 1 1 Z stQ r� 3"--.� I -•- -.. L3" 1V2 I » 3 0 j d T r, +Y ,`Y +a • , P ( t 3» /yetfi¢.d.at WPIC& DUIT BANK SECTION SHOWING FULL ENCASEMENT SIMILAR CONSTRUCTION FOR MORE OR FEWER CONDUIT REQUIRED FOR MORE THAN 4 CONDUITS D72! Rev, Q/1/00 CONSTRUCTION NOTES: Unless otherwise specified on the working drawing which forms a part of the specification, the Contractor/Developer shall furnish the following items at no cost to the Edison Company. Southern California Edison Company has attempted to correctly show all existing utilities and substructures in the vicinity of the work, but does not guarantee there are no other substructures in the area. Failure of SCE to show all substructures in their correct location will not be a basis for a claim for extra work, and the contractor shall be responsible for all damages to substructures whether shown or not. 1. FOR GENERAL SPECIFICATIONS SEE UGS-1. 2. CONDUIT: a. Minimum cover in street or parkway is 30" below gutter grade, unless noted otherwise. b. Minimum cover on private property is 30" below finished grade, unless noted otherwise. c. Contractor is to fumish and install approved conduit to Edison specifications per UGS-100.1, 110 AND 120. d. For the type of conduit for this job, See UGS-110.1. e. Install all risers per UGS-160, 161, 162 and 170. f. Cap all mainline conduits per UGS-148 and service conduits per UGS-150. g. Install blank conduit plugs in all conduits terminating into Vaults, Manholes, PMH's, SOE's & all cap locations, per UGS-180.1 & UGS-180.2 h. Install pull rope in all conduit runs. Pull rope to be 1/4" polypropylene or polyethylene rope, braided or twis#ed. For specifications, approved makes, and suppliers, see UGS-40. I. All conduit must be mandrelled with the approved mandrel{ UGS-197. 3. CONDUIT RADIUS REQUIREMENTS: a: The minimum radius for bends are: 36" for conduits 3" in diameter or smaller 48" for conduits 4" and 5" in diameter 60" for 6" diameter conduit b: The minimum radius for all sweeps of all mainline conduits is 12'-6" (unless noted otherwise). 4. CABLE -IN -CONDUIT (CIG): a. Minimum trench width is 24" inches. b. Minimum cover is 42" inches. c. Contractor is to provide trench, conduit sleeves if required, backfill, and compaction. (Before excavating trench, contact Edison Inspector for CIC installation coordination). Edison will install GIC in trench. d. Contractor shall provide sufficient help during CIC installations to maintain a clean trench, free of rock and other debris. 5. EXCAVATION AND BACKFILL: a. Work area shall be cleared and rough graded to within four inches of final grade prior to installation of Edison conduit or structures. b. All excavations shall be in accordance with the California State Construction Safety Orders (when applicable), Edison specifications, and all governing local ordinances. c. Each trench to be a uniform depth below final grade prior to installation of Edison conduit or structures. d. Backfill shall be provided by the Contractor for all excavations and shall include crushed rock, concrete, and/or imported backfill, when required. e. Backfill with a MINIMUM of one sack per yard sand cement slurry around and over vaults and manholes per UGS-30.3, Par. 6.4 and around PMH's within one foot of finished grade, per UGS-590.1. f. Backfill, per Edison specifications, shall immediately follow GIC or substructure installation. At no time shall CIC be left exposed over 24 hours. g. No rocks are allowed within 12 inches of direct -buried cables or any conduit without concrete encasement. Native backfill capable of passing through a one-half inch mesh screen shall be considered to be "rock free". If existing bockfill does not pass through a 1/2" screen, place imparted sand 3" below and 12" above Edison cables. After this point, no rocks larger than 12" diameter are permitted. h. All backfill sholl be compacted to meet or exceed local ordinances or other requirements. It shall be placed In a manner that will not damage the conduit or substructure or allow future subsidence of the trench or structures. 6. PAVING: Repaving, where required, shall be placed in such a manner that interference with traffic, including pedestrian traffic, will be kept to a minimum. The Contractor shall establish a program of repaving acceptable to the Municipality, County, or other authority having jurisdiction and which is acceptible to Edison. 7. STRUCTURES: a. All substructures shall be constructed or installed to Edison specifications. b. Install protection barriers per UGS-830 when required in areas exposed to traffic, per Edison Inspector. c. All conduit lines and concrete floored substructures shall be water tight. d. All grounding materials shall be furnished and installed by the Contractor. 8. RETAINING WALLS: When required, retaining walls shall be provided by the Developer. Walls are required wherever grade rises more than 18 Inches above the structure or 24" above the pad surface at a distance of 5 feet from the some, or in areas subject to erosion. Design and installation must comply with local building ordinances. Refer to Edison Inspector for typical space requirements. 9. PERMITS: All permits necessary for excavation shall be provided by the Contractor/Developer. 10. ACCESS: Heavy truck access shall be maintained to equipment locations. Structures must be clear of all appurtenances that would obstruct the loading or unloading of equipment. 11. SERVICES: a. Meters and services shall comply with Edison Electrical Services Requirements. b. Wiring must be in accordance with applicable local ordinances and approved by local Inspection Authorities. 12. LOCATION: a. The location of excavations and structures for Edison shall be as shown on the working drawing. No deviation from the planned locations will be permitted unless approved by the Edison Inspector. See UGS-1, Par 2.2. b. Actual location of obstructions, storm drains, and/or other foreign utilities to be the responsibility of the Contractor. See UGS-1, Par 2.3. 13. Contractor is to verify location and widths of all sidewalks and driveways prior to street light installation. See UGS-175.1, UGS-175.2 and UGS-175.3. 14. SURVEY: Surveying of street improvements, property corners, lot lines, finished grade, etc., necessary for the instal- lation of underground facilities must be completed and markers or stakes placed prior to the start of the in- stallation. In addition, Developer shall maintain the markers during the installation and inspection by Edison. Grade and property line stakes must show any offset measurements. 15. COORDINATION AND SUPERVISION: The Developer shall provide supervision over and coordination among the various contractors working within the development in order to prevent damage to Edison facilities. He is responsible for the cost of repairs, re- placement, relocation, or other corrections to Edison facilities made necessary by his failure to provide supervision or to otherwise comply with these specifications. 16. TELEPHONE AND OTHER UTILITY REQUIREMENTS: The drawing prepared for this job may also cover the facilities to be installed for the telephone company and/or other utility. Any questions concerning details of their installation should be referred to the company concerned. 17. OWNERSHIP: Developer is to deed to the Edison Company all structures shown hereon execpt those shown as customer owned. 18. WARRANTY: Applicants expressly represent and warrant that all work performed and all material used in meeting Applicants' obligations herein are free from defects in workmanship and ore in conformity with Southem California Edison Companys requirements. This warranty shall commence upon receipt by Applicants of Companys final acceptance and shall expire one year from that date. Applicants agree to promptly correct to the Componys satisfaction and that of any governmental agency having jurisdiction and at Applicant's expense any breach of this warranty which may become apparent through inspection or operation of underground electric system by Company during this warranty period. 19. INSPECTION: Inspection is required during the construction period. A 48 hour advance notice of intent to start construction Is required from the contractor to the Southern California Edison Company. Standards of Edison construction requirements are available upon request. Contact Underground Inspector: CARL GUNN Phone: (909) 357-6551 DfvvRev, 11,P20/1915 Where conduits are picked up or intercepted, contractor to mandrel and install pull rape from terminal to terminal. Existing structures shownon Vrawing contain energized cable trid equipment. - or breaking thru • to be ,4!one ONLY under supervision of Edison Co. personnel. UNDERGROUND SERVICE ALERT1-800-422-4133• :0 •+!0 Call i For f ' • • • Locating ELECTRIC2 Working Days Before You Dig PLAN SHOWING PROPOSED (E) MAINLINE CONDUIT UND LAYOUT FOR CUSTOMER , 1 SER\ACE CONDUIT • PLUS F1r DEV.F"l STREET LIGHT CONDUIT INCLUDES PERM.PAVING YES NO THIS PLAN APPROVED AS TO LOCATION AND TYPE OF ELECTRIC SUBSTRUCTURES 0184. Rev, 10 190/97 PERMIT NUMBER Developer D.. STARTED Address DATE COMPLETED INSPECTOR Telephone ..ECASTER CONDUIT DISTRICT FOOTHILL -_ r,r r J.P.A.r JAIME AIMEZCUA 16109 6730-4350 5-4037 Dwg./Rev. Developer's Si. . - r• THOMAS BROS. PG. INVENTORY MAP NUMBERS DIST. SKETCH NO. PERIOD ENDING i • • i i S.B. • i iII�IIIIII CS2 D BY-PASS IN I�IIIII�III�111111 i ► • r r ASSOCIATED r ADDITIONALAN K. AND DWG. NO. Existing structures shown on this drawing contain energized cable and equipment. Entering struc— ture or breaking thru wall to be done ONLY under supervision of Edison Co. personnel. EXIST. VAULT No. V5476672 1600 HPSV 1 OY2 x 17"x 12" (CONCRETE) HANDHOLE No. H066 HANDHOLE No. H066F 10% x 17"x 12" (CONCRETE) 10Y2 x 17"x 12" (CONCRETE) Ile Lo E L 0 ZOMMM4 rZ Ir W t: 0 0 V1 0 ,s loom UNDERGROUND SERMCE ALERT 1-800-227-2600 1U For UndwWwnd Locating 2 Working Days Bdm You Dig DISTRICT FOOTHILL PLANNERD.W.O. J.1. NO. J.P.A. NO. CSD 17 NO. JAIME AMEZCUA 1=6109 6730-4350 5-4037 FOREMAN THOMAS BROS. PG. INVENTORY MAP NUMBERS DIST. SKETCH NO. PERIOD ENDING TRUCK NO.CSD 13 NO. S.B. 573.--B-5 S.B. 226-2128-5 I 1 TUJI: 8y CSD 2 y CSD 140 y -PASS EXISTING I MU GRID NO. ASSOCIATED W.O. I I REQ.'D._ N_ N CODE CHANGED TO CHECKED - %LOAD 3 PROPOSED CONSTRUCTION (LOCATION) 2 JA 05 02ZO5[ icc/mm SG 05/02/05 (RANCHO CUCAMONGA REV. APPROVED BY licc/tm DATE CHECKED BY DRAWN BY DATE SHW BY DWG. NO. SOMEM MFMIA EDM CWPAW 7 3054037 ?"Jeer �*aaT_ bb T( SEE RUN 206 SHEET 1 I. 27' POST ELECT. W/ 1 1600 HPSV Existing structures shown on this drawing contain energized cable and equipment. Entering struc— ture or breaking thru wall to be done ONLY under supervision of Edison Co. personnel. 6'x 12'x 7' RIZ4141V HANDHOLE No. H066D i i' sv SL OY2 x 17"x 12" (CONCRETE) H066B TO H066A EX. POLE 4175066E (65') HANDHOLE No. H066A 13"x 24"x 24" (CONCRETE) H066A TO H0661 H0661 TO H066J UNDERGROUND SERMCE ALERT 1-800-227-2600 Call USA ,:• Undwgmnd Locating 2 Working Days 80bre You Dig ?Poje4T Sr4W Sim to "cv 194+00 8 18 H066J TO SL Existing structures shown on this drawing contain energized cable and equipment. Entering struc- ture or breaking thru wall to be done ONLY under supervision of Edison Co. personnel. EXIST. HANDHOLE No. H G G G G Ex. CONDUIT H TO POLE SW SW SW SW 193+00 018 H066K TO SL N o 192+00 191+00 190+00 -1 - I- - - 189+00 188+00 - 0 x M W r C4 EX. 1-2" (65') 24 VE PED TO HH 187+00 1 - 14 14 6 14 H0660 TO H066L TO H066M TO H06SL TO SL o SL o SL ® SL cy cv r •- N 3 -a- v r- ......»,=�'°:.Y-4" p ^`k �.....mw,mn �'�e,, M «r..w.,,.w..* ur..uww,m.wau...n.au�r rw-ar"ua.in•w1,�^wsr `tiaw'umY•�" _ —.:S'" :w — -.�- .�. ®— — — — — — .. — — — M,�,„w�. ... ... w«.....,,, A< ,.A .«. r u-•.�..�'++",^^'”«»...-".,,l..t(^tl�:[^1ila""a�¢^-.a*e�..r ,.-«�,.."-n —^.m+„�»+»„m,+M --r.n.— -- — — C —'-------- -------_---— — ®— — —.,,,...,�».—..A®..�.....--.,.w—.-..«—.....«—,.«—.w,.«®«www a.aw*.a.....w�,�a. ------------�----,....^..•.m...�..—„,'S..'M•:T,uo.me.e.wr+«.r�w,.,....�...�.wa�.se.+.w..noe_a wm �»+�.................w. .��"�W y -- — — ...- — — — — — — — — — — — — — — — — — ..... — — — — — -- — — — — — -- — —9— —• — — — — —• ——'Mru.e�+sl. — — — — — — — — — — — — — — — — — �— —• .. �.^» .w.. B+....^'.,nw«..»»... r . ... -+.....,,-„-«.tea. v.. ,«.w y.-�n."'..w,.tiww«.,.w.,+, w ....v«.-»...�- „w...«.»w..,.w+..«.m. m..e. �w.....w.«»*..«.,..,-...:....wr .. ,,..am -.. —. —. --. — .-. -- — — — ®® 400) — — -...-...-o — _r — — ®�„G.�w,r.ws^:Cs i— — — — — — — ——=.9ipw,w"o:. �- — — — —.. w- —. ®®— — -- -- — — — — — — —. —. -r .�® .+.r ®-.. — .-..... wm ®®— -.. ®— — „r,..y.r+^..*^w+^+^^"",«.,w^ — W -% _ wTM W c�G�, 00 4. .}. p -1- O-!- o ♦ Ot1?----------------------- ----- -- h_ Npp GO00p----_.— 00 ihQ---------------------- ----- tt) d' — ----------------------------- ----------- I: 1 2T POST ELECT. W/ 8' MAST ARM 1600 HPSV I® 7 Cl: 4580763E � 1 2 * • 17 I. 4580765E I: 4580760E 1 2 27' POST ELECT. W/ 8' MAST ARM 1600 HPSV MEMO 1 2 SEE RUN 217 19 168 SHEET 3 H066J TO H066K 10%2 x 17"x 12" (CONCRETE) 27' POST ELECT. W/ 8' MAST ARM 1600 HPSV 22 H066K TO H066L f T"W1TENN"A M=N) MT T•T•^7Ij 1 W x 17"x 12" (CONCRETE) 27 POST ELECT. W/ 8 MAST ARM 1600 HPSV 10%2 x 17"x 12" (CONCRETE) r 27' POST ELECT. W/ 8' MAST ARM 1600 HPSV 10Y,"x 17"x 12" (CONCRETE) 146 27' POST ELECT. W/ 8' MAST ARM H066N TO 1600 HPSV H0660 1 O%2 x 17"x 12" (CONCRETE) 10'2 x 17"x 12" (CONCRETE) 0 . 0 C _. ...._..�� -UNDERGROUND SERMCE ALERTSE-C - i' Cd USA f For Undwground LoadJng 2 Working Dap -You Dig • -; - Iii � THILL■■ .':' JAIME �� -"i EZCUA + • ,, r + I • , J.P.A. •I " • �_ 37 THOMAS BROS. PG. INVENTORY MAP NUMBER NG S DIST. SKETCH NO. PERIOD ENDI ®' • • •BY-PASS EXWING CSD 2 ILM ASSOCIATED W.O. CODE CHANGED TO CHECKED 7.LOAD PROPOSED CONSTRUCTION (LOCATION) ■ —� ; , moria ®� ��L7ii7�►J � i II '', O (RANCHO , *1A 1k 3054037 EX. CONDUIT —�; KSIN NNM 130 L0 EX. 1-5"[519) 1 V691 TO P, O Existing structures shown on this drawing contain energized cable and equipment. Entering struc- ture or breaking thru wall to be done ONLY under supervision of Edison Co. personnel. EXIST. VAULT No. V5147691 6'x 1 O'x 94" 185+47 G HAVEN AVENUE 0+00 C VICTORIA STREET H VJ7 24 JV N — — - G G G T 0 SW SW -SW SW SW - 1 1 185+00 184+00 183+00UV 182+00 I 1 EX. 2-5* W691 TO V103 G G 11.11941111, I'll 19"Im RIMIN 1511 SW SW _SW SW M396 TO POLE EX. 2-5' M396 TO POLE M396 TO CAP 179+00 178+00 177+00 U') % 14 EX COND. (178')- EX. COND. (6) LO SL TO HHEX. COND. (15') - HH TO SL PED TO HH r—EX. COND. (73) EX. COND. (159') SL TO PED SL TO HH = - - - - - - - - - - - - - - - - - - - =1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W 7 OLVENOMWO MORO= 71 C C14 C14 -- - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------ -------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . . . . . . . . . . . . - - - - - - - - - - - - LAJ N (0 04 C) CID co M 00 001 00 V_ W .Q0, 4580766E / 27' POST ELECT. W/ 8' MAST ARM 1600 HPSV 9\ �61 H066PTO SL Q 4580767E / 27' POST ELECT. W/ 8' MAST ARM 1600 HPSV V [41. 01,1 oil 1 1Y2 x 17"x 12" (CONCRETE) C14ihW 4 Ct co F1 114 + co 00 to HANDHOLE No. H06 10% x 17"x 12" (CONCRETE) Existing structures shown on this drawing contain energized cable and equipment. Entering struc- ture or breaking thru wall to be done ONLY under supervision of Edison Co. personnel. EXIST. HANDHOLE No. H Existing structures shown on this drawing contain energized cable and equipment. Entering struc- ture or breaking thru wall to be done ONLY under supervision of Edison Co. personnel. EXIST. HANDHOLE No. H UNDERGROUND SERMCE ALERT 1-800-227-2600 Call USA Far UnderWound Locathq 2 WwWg Days Be You Dig TIT C-cT '5ffW Q I P 'Pt- J.1. CMD PIP) ii >\ �7 �=7 _117 -17 17-P I Ir L IL 22 22' 66' G G 11.11941111, I'll 19"Im RIMIN 1511 SW SW _SW SW M396 TO POLE EX. 2-5' M396 TO POLE M396 TO CAP 179+00 178+00 177+00 U') % 14 EX COND. (178')- EX. COND. (6) LO SL TO HHEX. COND. (15') - HH TO SL PED TO HH r—EX. COND. (73) EX. COND. (159') SL TO PED SL TO HH = - - - - - - - - - - - - - - - - - - - =1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W 7 OLVENOMWO MORO= 71 C C14 C14 -- - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------ -------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . . . . . . . . . . . . - - - - - - - - - - - - LAJ N (0 04 C) CID co M 00 001 00 V_ W .Q0, 4580766E / 27' POST ELECT. W/ 8' MAST ARM 1600 HPSV 9\ �61 H066PTO SL Q 4580767E / 27' POST ELECT. W/ 8' MAST ARM 1600 HPSV V [41. 01,1 oil 1 1Y2 x 17"x 12" (CONCRETE) C14ihW 4 Ct co F1 114 + co 00 to HANDHOLE No. H06 10% x 17"x 12" (CONCRETE) Existing structures shown on this drawing contain energized cable and equipment. Entering struc- ture or breaking thru wall to be done ONLY under supervision of Edison Co. personnel. EXIST. HANDHOLE No. H Existing structures shown on this drawing contain energized cable and equipment. Entering struc- ture or breaking thru wall to be done ONLY under supervision of Edison Co. personnel. EXIST. HANDHOLE No. H UNDERGROUND SERMCE ALERT 1-800-227-2600 Call USA Far UnderWound Locathq 2 WwWg Days Be You Dig TIT C-cT '5ffW Q I P 'Pt- J.1. CMD PIP) Existing structures shown on this drawing contain energized cable and equipment. Entering struc— ture or breaking thru wall to be done ONLY under supervision of Edison Co. personnel. IL a Existing structures shown on this drawing contain energized ooNe and equipment. Entering struc— ture or breaking thru wall to be dune ONLY under supervision of Edison Co. personnel. ' Existing structures shown on this drawing contain energized cable and equipment. Entering struc— ture or breaking thru wall to be done ONLY under supervision of Edison Co. personnel. EXIST. ~� | ^ m x/ U � YJ Fl U ��| C� 0o. U y� Existing structures show drawing contain energizi and equipment. Enterir tuna or breaking thru w done ONLY under super, Edison Co. personnel. EXIST. / ^ VAULT YJo. \/1 Existing structures shown on this drawing contain energized uub|o and equ|pment. Entering struc— ture or breaking thru wall to be done ONLY under supervision of Edison Co. personnel. EXIST. v�|~� | . H AKJDUO| E No. U H394C TO H894B TO H394E TO H394F TO H394B 1800HPSV H394A H384F \ H394G H L A ANDHOLE No. H394B, 0 1 OYt x 17"x 12" (CONCRETE) HANDHOLE No. H,394A13"x 24"x ° 102% 17"x 12" (CONCRETE) 'UNDERGROUND SERMCE ALERT 1-800-227-2600 call USA 2 Working Days Be You Dlg �� ���~�& Existing structures shown on this drawing contain energized cable and equipment. Entering struc— ture or breaking thru wall to be done ONLY under supervision of Edison Co. personnel, EXIST. HANDHOLE No. H HANDHOLE 10'2 x 17"x 12" • (CONCRETE) Existing structures shown on this drawing contain energized cable and equipment. Entering struc— ture or breaking thru wall to be done ONLY under supervision of Edison Co, personnel. EXIST. HANDHOLE No. H HANDHOLE 10'2x17"x12" Existing structures shown on this drawing contain energized cable and equipment. Entering struc— ture or breaking thru wall to be done ONLY under supervision of Edison Co. personnel. EXIST. HANDHOLE No. H HANDHOLE 10Y,"x 17"x 12" Existing structures shown on this drawing contain energized cable and equipment. Entering struc— ture or breaking thru wall to be done ONLY under supervision of Edison Co. personnel. 4 160+00 -------------------------------- ------—�'��---------------------------------- �,�------------------------- -- y ,,>1 -4�- V« �- Call U For UndoV=nd 2 Working Days BOm You 019