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Home My WebLink About2255 , i AL G"'E N"E R A L NO T E S I Irny MAA K SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDSMR 1. ALL WOR -CURRENTINUDING ITS 0 mu Pto AV dk ts AND THE NDARD POFFAMEND TS CONTRACTORICATIONS FOR PUBLIC KSHALOL BE FAMILIAR WITH AND SHALL*BE RESPONSIBLE 00 ANNUAL SUPPLEMENTS F fh11 13 5fAget PILL 4 FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. V 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WAFER METERS, VALVES, FIRE A6 AL HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THE SE PLANS WITHIN THE RIGHT OF A LIMITS OR IN ADJACENT JF AREAS WHERE IMPROVEMENT WORK {S TO BE DONE SHALL E REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. to 'doL ' 43 "-# '11,#1 ® . . 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF ITH THE SITE AND SHALL WM PInwa voi In tj BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIREC LY OR INDIRECTLY FROM vem Fi C0040 e�tiwa d Va Ch I HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN O THESE PLANS. �'` ANYQ_LANTITIIE AVE IA E ET4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF NCHO GUCAONGA ENGINEERIN DMS{ON HTOOFTWAY, ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEM NT OR RIG UNDERGROUND SERVICE ALERT: 5. ALL GRADE STAKES SHALL BES BY THE CONTRACTOR OR ENGINEER. PAVING STAK S SHALL BE SET AT ALL aR HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUBGRADE ELEVAT ON AND AT NOT MORE T.C. TOP OF CURB 1 CONSTRUCT P.C.C. " CUR AND 24" GUTTER PER CITY aF RANCHO CUCA ONGA STD. P N ?0 , 900 L.F. THAN 50.00 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY Cl ENGINEER AS NEEDED AT C.F. CURB FACE TYPE A2-8, .... ........ ........ ... .............. ,nV LL F REE WARPED OR VERTICAL CURVE AREAS. 2 CONSTRUCT4-112- A.C. PAVEMENT OVER s" CRUSHED AGGREGATE ASE PER CITY F NC A.G. ASPHALT CONCRETE . -HO 2�'�-50 = S.F. GAS PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CUCAMONGA STD. PLA 100-A.. .... .. .. .... ... ............. ............................ ............ .... .... 1-800-227-2600 6. ALL SEWER, WATER, ELECTRIC, F.L. FLOLINE CONSTRUCTED PRIOR TO PAVING. 3 CONSTRUCT " P.G.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 103 114. REFER7,050 GROUND AND ALL LIP LIP OF GUTTER TO TYPICAL SECTIONS AN N FOR WIDTHS........... ............................ .... ... ..................... .. S.F. 7. COMPACTION TEST OF EMBANKMENT CONSTRUCTION, TRENCH BACK FILL, COMPACTILL- N ORIGINAL9.7 SUB--GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAM GA. A WRITTEN REPORT WITH T.G. TOP OF GRATE q CONSTRUCT " P.G.C. CUR ONLY PER CITY OF RANCHO CUCAMONGA STD. N 104, TYPE Al-8.. .... ......... 90 Ir ORE I DAYS EQ YOU DIG ... THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPRO AL PRIOR TO THE PLACEMENT INV. INVERT OF PIPE .. .... ................. 55 L.F. "CAUTION"; Remember that the USA Center PROJECT OF BASE MATERIALS AND/OR SURFACING. T.W. TOP OF WALL 5 CONSTRUCT " A.C. PER CITY OF RANCHO CUCAMONGA STD. PLAN ?0 , TYPE 1- notifies only those utilities belonging to EXISTING A.C. PAVEMENT TO A CLEAN EDGE 2' IN. FROM EXISTING EDGE PROPOSED 0 the center. There could be other utilities L T E 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO TH CITY ENGINEER LISTING ALL T.F. TOP OF FOOTING fi SA GUT EX t 3 45 VERIFY STARLET OIL CONTENT AND GRA ION OF ASPHALT PAVING. CUR N REMOVE PORTIONS OF EXISTING PAVEMENT.. ........... .............. ........ ... ............ ........ . .. = S.F. present o the work site. The center will TESTS OR DETERMINATIONS COMPLETED TO E H.P. HIGH POINT f 05 inform you of who(m) they will notify. M{TTED TO THE CITY ENGINEER 7 COL N 1--12" MIN.. .... ........ ....... ......................... .... ........................ . ............ .. S.F. 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL E SUB F.S. FINISH SURFACE TED TO VERIFY R-VALUE, SIEVE ANA YSIS AND SAND EQUIVALENT 8 CONSTRUCT DRIVE APPROACH AND SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. N 101, LISTING ALL TESTS OR DETERMINATIONS COMPLETED ( F.G. FINISH GRADE OF AGGREGATE BASE. TYPE C. SEEP N FOR :, ".. .................., . ..,. ....... .... ....,....... ... ......... .... ....................- S.F. D K. GRADE BREAK . .............5,5,-050 . T 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH RUj --VALUE AND PAVEMENT TEST TAKEN TO DETERMINE GR. CONSTRUCT 1-112" IN. A -GG--C OVERLAY. ............. ... ........ . STRUCTURAL SECTIONS. F.F. FINISH FLOOR TO BE PLACED ON _71 LU NATIVE SOIL WHICH CONSISTS OF A ,OCKY MATERIAL, THE SUB- C.L. CENTERLINE 10 ADJUST MANHOLECOVER A TO FINISH GRADE.. .................... ......t• - A. 4 11. WHEN IMPROVEMENTS ARE OLDS 4 EA. CITY F R CUCAMONGA BENCHMARK Q. 1 CI32t GRADE SHALL E PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE TH SUB-GRADE AND ALL V R/W RIGHT-OF-WAY 1 1 - REMOVE EXISTING SIGN.. .................. .. ........ ... THAN THE NATIVE MATERIAL. 1'0 5 L°F. DESCRIPTION: " BRASS DISK I CONCRETE IGALL STAMPED "CITY OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY B ER PT. POINT 12 REMOVE EXISTING CHAIN-LINK FENCE., ........ ........ ...... ......... ....... .. ...... .......... .. I 10 L,F, OF RANCHO CUCAMONGA B 10032 1987" AT NORTHEAST CORNER OF 12. IF THE ASPHALT CONCRETE !S TO BE PLACED O SUB--GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. EXISTING TREE TO BE REMOVED 13 OVE EXISTING BARRICADE... ........ ......... . .... ........ FOOTHILL BOULEVARD AND EAST AVENUE 5 . SOUTH OF NORTHERLY RER S RECOMMENDED RATE FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACT 1 ADJUST UTILITY CAN COVE AND FRAME TO FINISH GRADE.. .... .................................................. END OF WING ALL OF RIDGE ACROSS ET! ANDA CREEK. FOR FULL PAVEMENT WIDTH PRIOR TO PAVING. 13. ESTIMATE OF QUANTITIES IS PROVIDED Y THE ENGINEER ARE ONLY FOR THE GONV�NIENCE OF THE CONTRACTOR, PROPOSED GRADED SLOPE 67- INSTALL STREET L►GH7 PER SCE ODL 3GT9 {3031) LCTROLtER IT ' AST R Y S.C.E. ELEVATION: 1 THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTI ES BEFORE SUBMITTING A PAID FOR AND COORDINATED Y CONTRACTOR.. .... ..... .......... ..........•-.-.-.. .-. ... .... .... ......... . .-.f.. OF WORK REQUIRED Y THESE P NS WHICH IS NOT SPECIFICALLY ISTED IN THE ESTIMATE OF PROPOSED ASPHALT CONCRETE PAVING 1 G NT STREET TEE PER ST T TREE INSTAL TION NOTES AND LEGEN HEREON. P NT TREES PER w BID. ANY ITEM P LEGEND QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 502 504 (TREE IN WELLS}.. ....... .. CITY ST . WG. ............... . .... .. ESPONSIBI TY FOR THE CORRECTION CONSTRUCT ENHANCEPAVEMENT P DETAIL, SHEET 4 OF 4®. ......... .... oa S`F' NS DOES NOT RELIEVE THE CONTRACTOR FROM R A FIRE HYDRANT 17 CONST .....'.'`.. `.�...�..`.,..,�,�.4.. .. �: 14. CITY APPROVAL OF PLA �� OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST T E REQUIRED PLAN REVISIONS 1 CONSTRUCT DRIVE APPROACH AN SIDE ALK P CITY QF RANCHO CUCNA STD. PLAN 101, SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. EA. HALL BE CLEANED UPON REQUEST OF THE INSPECTOR. ORDERLY STATE, THROUGHOUT SHEET FLOW DRAINAGE P - . SEEP N FOR ... .. I' .. . .. ....... ................. ................ ........ ........... .... CONSTRUCTION. SITES EARTHS ALE AND DIRECTION OF FLOW 19 -- CONST UCT A.C. ACCESS P PER CITY OF RANCHO CUCAMONGA STD, N 102. P WIDTH 2 15. WORK SITE AND EXTERIOR STREETS SHALL E IN A NEAT, CLEAN, HAZARD FREE, SHALL7'.. ........... ........ .. . . .. . ....... ..... ............................... ........ ....................... E . 16. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 0 (2) WORKING DAYS PRIOR 2p A CUT REMOVE PORTIONS OF EXISTING P.C.C. CUR GUTTER AND CONSTRUCT P.C.C. ACCESS 3.846 - GRADE WITH DIRECTION OF FLOWEA. TO THE START OF CONSTRUCTION. ......... . . .................. ..... . ........ ............ ......................... RAPPER TIL HEREON.., 17. THE FINAL SURFACE LAYER OF ASPHALT CONCRETE ROADWAY PAVEMENT SHALL NO j BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED AND LL UNACCEPTABLE PARKWAY �.�.mm � g - EXISTING GRADE CONTOUR LINE STREET TREE INSTALLATION AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION F THE CITY ENGINEER. THE ABOVE QUANTITIES ARE NOTED ON THIS PLAN BY THE ENGINEER SOLELY AS AN ESTIMATE OF THE WORK REQUIRED FOR THE PROJECT. THE CONTRACTOR IS HERE-BY NOTIFIED TO PROVIDE A BID BASED ON His OWN URS PRIOR TO EXCAVATION. NOTES. 18. CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HO 1332 PROPOSED GRADE CONTOUR LINE DETERMINATION OF QUANTITIES AND A COMPLETE JOB. 1. ALL STREET TREES ARE O PLANTED I ACCORDANCE IT CITY STANDAR PLANS. 19. WHERE SURVEYMONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED OR HALL BE REFERENCED AND RESET PURSUANT TO BUSINESS AND PROFESSIONS CODE , SECTIONS 8700 TO 88 15 (LAND SURVEYOR'S ACT). ---x--x x- EXISTING CHAIN-LINK FENCE 2. PRIOR TO COMMENCEMENT F ANY PLANTING, AGRONOMIC SOIL REPORT SHALL E FURNISHED TO 20. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING; PROPOSED CONCRETE BLOCK GARDEN WALL THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES O NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL PROPOSED CONCRETE BLOCK RETAINING WALL AMEND E TS A DETERMINED Y THE CI INSPECTOR. A. SAN GABR{EL VALLEY MUNICIPAL WATER DISTRICT. .(818) 969-7911 VE FENCE WALL PER 1 HERE-BY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT ASE LINE - - PROPOSED DECORATIVE / COULD BE DISTURBED Y THIS PROJECT. ALL SAID MONUMENTS HIGH CURRENTLY EXIST IN THE CONTACT MR. BOB STALUNGS FOR B . ALL STREET TREES ARE SUBJECT TO INSPECTION AN ACCEPTANCE Y THE ENGINEERING DEPARTMENT. ROAD CONSTRUCTION ; LANDSCAPE ARCHITECT'S PLANS FIELD ARE SHOWNON THESE PLANS AN ARE DESCRIBED AS FALL . STREET TREES ARE TO E NTD E LIC IMPROVEMENT O LY. B VERIZON. (909) 469-6340 R.D. ROOF DRAIN ------------- TRAFFIC SIGN IPTI _ , MINIMUM C. SOUTHERN CALIFORNIA GAS COMPANY, (909} 335-7583 rx FOUND 3" I.P. ITN BRASS TAG "L.S. 7635" T G.L. INTERSECTIO F OTILL LVD. AND STREET SYMBOL Ec BOTANICAL NAME COMMON NAME GROW SPACE SPACING SIZE Q P.O. BOX 3003 REMOVE EXISTING , _ -- REDLANDS, CA 92373 32.4"±----41CORNWALL AVE. (NORTH}. ' GESTROE IA INDICA UKOGE 3' PER PLAN 2 " BOX 4 D. CUCAMONGA VALLEY WATER DISTRICT . .(909) 987-2591 j - -- EXISTING RETAINING WALL � VARIES B FOUND P.K. NAIL AND WASHER STAMPED L.S. 1 . "MUSKOGEE" GRAPE MYRTLE 10440 ASHFORD STREET (909) 483-7440 EN R. DEPT. _ A CA 91730 7' 6 G FOUND 1" I.P. WITH BRASS TAG "MWD L.S. 6599". ' RANCHO CUCAMONGA, PROPOSED P.Y.C. STORM DRAIN ' PRUNUS x. NO COMMON NAME 3' PER PLAN 1 GAL. 6 BLIREIAA E. METROPOLITAN WATER DISTRICT (MWD). (909) 593-7474 LEGEND: 700 N. MORENO AVENUE PROPOSED AREA DRAIN = LA VERNE, GA 91750 DENOTES ONUS NODE, SEEP PLAN(S) FOR LOCATION(S) PLATANUS CALIFORNIA _ ACEMOSA SYCAMORE $' PERP N 1 GAL. 1 .(909) 4$1-1115 � 2 F. ADELPHIA COMMUNICATIONS. �-' PORTION OF REDHI �' 1205 DUPONT ST. ( ) 4: I 4- ONTARIO, CA 91762 G. CHARTER COMMUNICATIONS CORPORATION. .(909) 880-0220 4240 N. HALLMARK PARKWAY (909) 880-0230 ' = w SAN BERNARDINO, CA 92407 _ _ CC 32.3'±- H. . ' 7 H. SOUTHERN CALIFORNIA EDISON COMPANY. .(909) 987-6585 - ' ' .7 7951 REDWOOD AVENUE (909) 880-01222 FONTANA, CA 92336 7' 2' INDEX:CT SHEET .� 7' PROJECT SHEET a HT. DESCRIPTION } T 1 PROJECT TITLE SHEET 2 PROFILE - Cornwall Avenin to Sta. + r f/. P PROFILE - Sta. + a to Etiwanda/San evaine Channca F100 B el 27 to99+02.39 p ' F- �, 4 STRIPING SIGNING 0 r -:1.,c r r -r r fz.F,f 75'.ft: -'wi r X' F:Yy✓` f.. !,,.fr 9'.r s y .G // @4 • Q.. E, 05 UTILITY CONTACT } , _ 32. 1 I STRUCTURES SHOWN ON THI PLAN T ALL UTILITY COMPANIES AS REQUIRED, 4 HOURS PRIOR TO EXCAVATION. -.0-30.7'±- THE 3 .7'f THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STR CONTACT ARE OBTAINED BY SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE AR ! O , y.. PLANS ARE NOT INTENDED TO SHO 909 987-2591 7' 17' EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THESE P HE CONTRACTOR SHALL TAKE UE WATER/SEWER: CUCAMONGA VALLEY WATER DISTRICT ( } GAPE IRRIGATION LINES ETC, T ORD STREET 7' LOCATIONS OF ELECTRICAL LINES LANDS 10440 ASHFORD STREET PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES AND STRUCTURES SHOWN ON THESE PLANS, P.O. BOX 638 I CALIFORNIA 91730 .�s PLANS WERE TAKE FROM RANCHO CUCAMONGA, `' ' ON THESE { : THE EXISTING UNDERGROUND UTILITIES AND SUBSTRUCTURES IDENTIFIEDvED oFES�rN DATE P O . COMPANY 909 335-7965 ��`�' �� AVAILABLE RECORDS AND SHOWN ACCORDINGLY, IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR GAS SOUTHERN CALIFORNIA GAS COM ( ) '` ° q IBLE FOR CONTAGTI G � E, �� m1wim M==�=W'w �AM PUBLIC WORKS CONSTRUCTION PART 1 SECTION 5, E CO ACTOR IS RESPONSIBLE 16231 VALLEY BLVD. too U 1mr- CU UNDERGROUND SERVICE ALERT (OR GALT ON STATE HIGHWAYS TO IDENTIFY ALL EXISTING UTILITi S, FONTANA, CALIFORNIA 92335 �' v � WHETHER SHOWN ON THESE PLANS OR NOT, AND SHALL DETERMINE THEIR LOCATIONS & DEPTHS, INCLUDING ; w rnFOOTHILL BOULEVARD SERVICE CONNECTIONS WHICH MAY AFFECT OR BE AFFECTED BY ITS OPERATIONS PRIOR TO STARTING ,WORK ELECTRIC SOUTHERN CALIFORNIA EDISON COMPANY (800) 655-4555 �; w c� °� R.C.E. 29224 ON THE PROJECT, IF CONFLICTING UTILITIES ARE NOT BROUGHT TO THE ENGINEER'S ATTENTION PRTTTLE SHEET IOR�TO THE 7951 REDWOOD AVENUE OTA. .27 t 4 START OF THE CONTRACTOR'S WORK, THE ENGINEER LL NOT BE RESPONSIBLE FOR ANY CHANGES, FONTANA, CALIFORNIA 92336 �" � CIVQD tL �\P REVISIONS OR MODIFICATIONS. OF \Y 1100ffiX Boulcvud "Lrect Improvemen TELEPHONE . VERIZON ALL CONTRACTORS D SUBCONTRACTORSPERFORMING WORK SHOWN ON OR RELATED TO THESE P S 16071 MOJAVE DRIVE, BUILDING A (760) 245-0330 - ,5 40 SHALL CONDUCT THEIR OPERATIONS O THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WOR AND VICTORVILLE, CALIFORNIA 92392 THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE M �, of D WITH T E STATE - ISION (909) 343-5165 " LEG NU -� Avenue `� OCCUPATIONAL SAF AND HEALTH REGULATION OF THE DEPARTMENT OF U.S. BOR, AN CABLE . CHARTER CABLEV OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAF ORDERS". 6680 VIEW PARK COURT ti µ RIVERSIDE, CALIFORNIA 92503 ` XISI GAP L CtJNCRT TAPPROVED BY A NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS 4 `` O E REMOVED & ,Assol ..._ " THE CIVIL ENGINEER SHALL COMPLIANCE WITH THE �aCCUPATIO L HEALTH AND SAF REGULATIONS OF THE U.S. DEPARTMENT iOF FIBER OPTICS: SPRINT - T NSMISSION DEPARTMENT (909} 873-8022 '` " - RECOMMENDED LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION 282 S. SYCAMORE AVENUE 4-1/2" A.C. PAVEMENT cL. INE D DESIGN M7143 1RADEMARK STREEr an 6verpta RIALTO, CALIFORNIA 92376 1 ORDERS". CUCAMONGA VARIABLE A -GG-C OVERLAY (1-1/2" MIN.) t ? DGA a a FAX t c j 41-15 DAssociatesS T CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR J'B SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAF OF ALL RSONSFOOTHILL BO LEVARD AND PROPERTY; THAT THIS REQUIREMENT T SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NOR AL OF CONTRACTOR SHALL DEFEND INDEMNIFY, AND HOLD THE OWNER AND THE AGGREGATE 10271- TRADEMARK E WORKING HOURS AND THAT THE GOVT � � � � =�A ANC C DG a. Y AND ALL LIABILITY R L OR ALLEGED, IN CONNECTION WITH THE ai E. GUERRA DE CFIQ CUCAMONGA CALIFORNIAIF IA 98 ENGINEER HARMLESS FROM a PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGEN E OF R.C.RC, _�j ( T FAX } 1-15 PERFORMANCE OF WORK ON THIS PRO , THE OWNER OR ENGINEER. OT &F tIIII HMARK. IIIIIICITY OF RANCHO CUCAMONGA BENCHMARK NO. 10032: ....................... ...... ........ ................. .......... ...... II2" BRASS DISK IN CONCRETE WINGWALL STAMPED "CITY OF N LY CURB' IP OF-EXISTING.TO DESCRIPTION. IIITBOULEVARD AND EAST AVENUE 5 FL SOUTH OF NO LL ............. ....... .......... ............ ...... TIWANDA CREEK. fII-7 ...... -OF EXISTING N C BERM TOP --------.............. ....... --------- ........ ............... .................. .......... ........ 1195.431 ELEVA N: T ......................... ...... ifIII .................. .......... ...... IiiIIIIII -S �-@NLY `E.P!�X�S IIIT ..................... .......... ........ ......TIb "I"'TING UTILITIEZ NUTE R"E'ARD"'ING Ex a II..................... .......... ............. ........ It IIIIfATION (HORIZONTAL & VERTICAL) AND EXISTENCE OF UTILITIES SHOWN I ........... ............I PPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS. If ........... f............. ....... if .......III 'EMENT',T.S OD'C.L.� ITHE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROUND EX15TINGPAV IIfUTITLITIES (WHETHER SHOWN ON THESE PLANS OR NOT) TO VERIFY HORIZONTAL IIIJOR OF"PRO TIONS PRIOR TO BEGINNING CONSTRUCTION. IPOSED[STY. ., �IAN��CURB: II ..........IIII -------------fTP.V.1. 1 192i.16 IIII .......... .......Lxj ICVRB Y TOP OF PROPOSED, SL�i MEDIAN�T .......... .................... ...... ........ ......Itf) 00: co+ I............ ...... ........ ........IIf ......... + ITI +i .......... 04 n C- --N )TIE] UdTIU I +I0) rl� i+ + oi� ............ 1 CONSTRUCT P.C.C. 8" CURB AND 24 GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104, T4 TYPE A2-8. ........... IlIIf ........... CONSTRUCT 4-1/2" A.C. PAVEMENT OVER 6" CRUSHED AGGREGATE BASE PER CITY OF RANCHO ICUCAMONGA STD. PLAN 1 00-A. I ...........Ito �Tpp EXISTING�-,PAVEMENT — CONSTRUCT 4" P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 103 & 114. REFER Cal <OF PROPOSED S LY''CURB TI1 A 9U TO TYPICAL SECTIONS AND PLAN FOR WIDTHS. + .................... ....... i ........... . ..... ------ �4� CONSTRUCT 8" P.C.C. CURB ONLY PER CITY OF RANCHO CUCAMONGA STD. PLAN 104, TYPE A 1-8. IITVic.,200� �7,+I ................. 5 CONSTRUCT 8" A.C. BERM PER CITY OF RANCHO CUCAMONGA STD. PLAN 104, TYPE D1-8. P, Ico, I1 f9l.48 77 .......... SAWCUT EXISTING A.C. PAVEMENT TO A CLEAN EDGE 2 MIN. FROM EXISTING EDGE OR PROPOSED I............ Cn TIONS OF EXISTING PAVEMENL fIII ............ .......... ...... ......... ............IMIN. 7 COLD PLANE 1-1 Liu C> C ............Tcr) C4 CONSTRUCT DRIVE APPROACH AND SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 101 .............S" II4 �6 't IIF S LY'E*P: CS. 8 7 EXISTING: TYPE C. SEE PLAN FOR C III *("O,........... iz>I + C>. ...... -1 MIN. ARHM-GG-C OVERLAY. i01 +jr��,'IICo. ....... (40 CONSTRUCT1 + +I +io)IIfC4 10 R AND FRAME TO FINISH GRADE. I............ ....... fREMOVE EXISTING SIGN. 0.40X-II ....... now II (1 2)Fi— REMOVE EXISTING CHAIN-LINK FENCE. IIfIfIIfI3 REMOVE EXISTING BARRICADE. ITIT <1 4)--ADJUST UTILITY CAN COVER AND FRAME TO FINISH GRADE. IIITr E.P ITOP::OF PROPOSED S LY.:CURB' EXISTING�,17.,S,-;,-@ L Y,f.......... .................. ........ TM BY S.C.E. 15 INSTALL STREET LIGHT PER SCE MODEL 39CT29 (3031) ELECTROLIER WITH 6' MAST AR iTIPAID FOR AND COORDINATED BY CONTRACTOR. .......... iII0) fI16 PLANT STREET TREE PER STREET TREE INSTALLATION NOTES AND LEGEND ON SHEET 1. PLANT TREES fIf ............... ...... PER CITY STD. PLAN 502 OR 504 IN TREE'WELLS. IIIITIf .................. ...... 17 CONSTRUCT ENHANCED PAVEMENT PER DETAIL SHEET 4 OF 4. ......... *.ANN............. .....II /-IN IiII .........f <1 8>-- CONSTRUCT DRIVE APPROACH AND SIDEWALK PfR CITY OF RANCHO CUCAMONGA STD. PLAN 1 0 It I ......... ------.......................... ...... ............. ....... .................. ......... ------ .............. ......................... ........ tIIffIrHle-K) TYPE R-2. SEE PLAN FOR T........... ................. ........ ......... ........ ........PROFILE SCALES- IHORIZ. 1 =40 fIiIVERT. 1 =49 IIEl 6 88 9 U 1 94 MEDIAN & PARKWAY ENHANCEMENTS PER FOOTHILL CAUTION: EXISTING 36" HIGH UNDERGROUND SERVICE ALERT: BOULEVARD,STREET MEDIAP L.M.D. P1 ANS PRESSURE GAS LINES C) L—J 'O 1-800-227-2600 .dl AWN E3 + I V -W+ EXI "\A.C. 13ERM =M a 0 S wmwq��-;V;w;;;f N 0 ENEENNOWES*I 0 M M�=W - I U =M TWO WORKING DAYS BEFORE YOU DIG C3 "CAUTION": Remember that the USA Center ---7X notifies only those utilities belonging to 01 C3 X- the center. There could be other utilities present at the work site. The center will Aft U inform you of who(m) they will notify. + -H 6 4 4 Ln 94 EXISTING P.C.C. & GUTTER C"iFil N 8 23'35 E C Li A B 7 NN 89*215 I)D t OAL UJI 0 LEGENU 8 86 87 7,'\T,/ PROPOSED 'EMENTS PER CITY—STREET IMPRO :z U.J OF NCHO CUCAMONGA DRAWING No. 2227 AA-J,�y Ir A EXISTING ASPHALT CONCRETE PAVEMENT W=6 LLJ 8 40" 4-1/2" A.C. PAVEMENT OVER 6" CRUSHED qd Li G T $A/TV N,(3 IN=6 PROP.--SIDEWAL L--PCEASE -GG-C OVERLAY (1 -1/2" MIN.) RIFT VARIABLE ARHM 7G- R11 W; EASEMEN-YEL'OCATE EXIST. ALONG 'EASEMEN 'REE 0 I TYP.'FRONTAGE 0.5' COLD PLANE 1-1/2" MIN. ,BtHIN,�PROPOSED SIDEWALK. RELOCATE 0), fW-4-EXISTING GATE- 10 1mr DRIVE APPROAA CH lI Td) J� lIx ...... lIr l ?T co�=5 ct:.. .........� (of) LAJ CITY ESS/0 DESCRIPTION OF REVISION DATE AppRovED E. G 50 -VARIES AM ANON& M aft ANNkM MAO& MMAftM 0 MIN.B 'MAX. merimITY (nv"'F RA 1;"%p r#%Vq#ff%M%Pn NO U R,,�-,l,i-,��,,,Distance rn No. Delta Radius Arc Length No. Bearing VA --VARIES W-RIES R.C.E. 29224 CI 179*2335" 7.00' 21.92' Ll N 75-08735" E '20.00 43' MIN. ' MIN. PROPOSED SIDEWALK Plan & e C2 14*15'00" 86.50' 21.51' L2 N 00*3625" W �3.50 47' MAX. 7' MAX. EASEMENT*00" 75.5 1 t CIV Ili- t C3 14*15' O 19.52 L3 N 26*1 7'1 4 E �7.98, I- -0- UT F CA th o ule vard Improvements C4 179*2335" 2. U� 3' 3 6.5 0 L-0.50 0 Fou ill B Ntrcu 00" 6.260 L4 N 00-3625" W 1!4.00 (O CUKVILINEAK %D ID&EWALIK N'Oft T H)1*6 -------------------i— -- - I C5 89*2,335" 8.00, 12.48 DRC 2006- 00540 -7—T V-<4 C6 63*06 21 8.00, 8.81 x CURVILINEAR SIDEWALK SHALL BE CONSTRUCTED IN CONFORMANCE WITH STANDARD C7 20"46',39" 84.57' 30.67' DRAWING No. 114. THE GENERAL LINE AND GRADE SHALL BE AS SHOWN ON THE omwaH Ave to ' a. 94+3u C;C8 20*4639" 84.57'-, 30.67 LANDSCAPE PLAN. APPROVAL OF THE FINAL LAYOUT OF CURVILINEAR SIDEWALKS VC1K 6t4eeea C9 190-0000 12.00" 18.85' SHALL BE MADE IN THE FIELD AND ADJUSTED AS NECESSARY TO FIT EXISTING APPROVED DATE 12,>-I FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT C10 90000,00" 19.00" 29.85 & ssociates \,-PROPOSED SIDEWALK MY ENGINE R.C.E. No. 53672 C11 35.00' 54.98' RELOCATE EXISTING GATE 0.5--/ EASEMENT PLANNER PRIOR TO FINAL CONSTRUCTION. THE PUBLIC WORKS INSPECTOR SHALL BE BEHIND PROPOSED SIDEWALK NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO ANTICIPATED FIELD INSPECTION. IN CML B40INEERS LAND SURVEYORS DESIGN RECOMME PROPOSED P.C.C. CURB GUTTER PROPOSED P.C.C. SIDEWALK TO THE CONCEPTUAL SIDEWALK 10271-B TRADEMMK SMEEr LAYOUT PLAN, TWO SETS OF RED LINED PLANS SHOWING THE PROPOSED CHANGES RM%K;H0 CUCMCN(IN C 917M — DGA VCM 6t4e-eV&Ci SHALL BE SUBMITTED AT THE SAME TIME THE 48 HOUR NOTICE IS GIVEN TO THE FVri (909)987-43D6 FAX(909)941-1528 CITY. DRAWN SHEET D R I R 0 C AIL CO & Assoc'cifes SCALE: 1 =10' N.LS. fv DGA 10271-B TRADEMARK STREET 2—OF 4/V CHECKED DRAWING No. DANIEt E. bUERRA DUt RANCHO CUCAMONGA CALIFORNIA 91730 'R.C.E."M EXP. �31-11 PH(909)987-M FAX(909)941-1528 1161W -%&%jE)drvv .......... z T i� ...... 0 ri Him "Ndr v- 'ARK,* prcu fil CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10032: .......... ...... 7 i 7 DESCRIPTION- 2" BRASS DISK IN CONCRETE WINGWALL STAMPED "CITY OF 7----� RANCHO CUCAMONGA BM 10032 1987" AT NORTHEAST CORNER OF FOOTHILL ...........................f................... .... ........ ...... 7 i ...... BOULEVARD AND EAST AVENUE 5 FL SOUTH OF NORTHERLY END OF WING WALL .......... OF BRIDGE ACROSS ETIWANDA CREEK. .......... ......... ...... ..... ...... .......... ............ ........ ........................... ........................... .................... .................... ELEVATION: 1195.431 T .................... ....... ____......... ................... ..... .........�'�.......... ............................ ....... ............................ ....... ...... ...... .......... ....... ....... ........ ......................... i i T .......... .......... ..........----.-1-111-i_ ............. ....... ...... ....... ...... ....... 1-11-1;I�ll.�'ll,�'ll,��,,�..�,��.��-1............. .......... B T T 1G UTILITICO"' N 'E""ARODING" E"I"THL 0 T E OR .......... ...... ...... ............ ...... ....... .......... ...... .......... ..... ............ ... THE LOCATION (HORIZONTAL & VERTICAL) AND EXISTENCE OF UTILITIES SHOWN i T PPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS. ----- ------- .......... 06t iTOP .:OF- PRO :S LY MEDIAN. 6URbI THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROUND ------------------------ UTITLITIES (WHETHER SHOWN ON THESE PLANS OR NOT) TO VERIFY HORIZONTAL OF,PROPOSED' S LY MEDIAN- CURB__`� _N1 V.Ci TOP T 150 TIONS PRIOR TO BEGINNING CONSTRUCTION. 7 i ...........�' i T 00 ......... ...... .............. EXIS tiNd[PAVEMENT F.S,'�@' ,C.L' ............ .. ........ ... ...... .. ...... ...... ............. ...... C04, i� Lo 0 + CL 0 Ti z z T ........... .......I" T + CL T 0 1 - CL:U Co ........... C� ........... ........ ............... ............. .............. k -00%---S_-1-_1 ............. 00-:_!7� N� J 01 tr) (.0 C11 Ca OWN T z T ---i Pull I"El ...... Lo AIN ......... ........ ...... f I In N t + N 0 10., + `UdTIi`"" N IT N Ti T to vm_ o) 0)��Q *ni ........ .....IF' ............. ...........*......... ...... ....... ........ ....... .......... 77' i T, 71, 1 ........... ....... ------ ... ......... ............. ...... CONSTRUCT P.C.C. 8" CURB AND 24" GUTTER PER CITY OF , J", 71� TYPE N42-8. J ..................... CONSTRUCT 4-112" A.C. PAVEMENT OVER 6" CRUSHED AGGREGATE BASE PER CITY OF RANCHO 2 CUCAMONGA STD. PLAN 100-A. TOP',OF PROP05EWS' Y, CURB L Vn ............ ........ <3 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 103 & 114. REFER nA ------------ ...... EXISTING: F.S. @ C.L. TO TYPICAL SECTIONS AND PLAN FOR WIDTHS. V .......... .............. ...... .............. --------- ......... ............-- CONSTRUCT 8" P.C.C. CURB ONLY PER CITY OF RANCHO CUCAMONGA STD. PLAN 104, TYPE Al <4 foo -8. i T Q 9 -P 08 5 CONSTRUCT 8" A.C. BERM PER CITY OF RANCHO CUCAMONGA STD. PLAN 104, TYPE D1-8. Sj_@.,81 IT -T. E.P, to ':TOP,' OF!PROPOSED 'S LY CURB EXISTING LY 3i J 74* 6 SAWCUT EXISTING A.C. PAVEMENT TO A CLEAN EDGE 2' MIN. FROM EXISTING EDGE OR PROPOSED + TIONS OF EXISTING PAVEMENT. .......... CS4 CO Is" C.4 12 7 COLD PLANE 1-1 MIN. C,4 q T z I. I ---i� ,''.I� -P N "M N + CONSTRUCT DRIVE APPROACH AND SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 101, ............. ........ ...... ............ ........ .. .... :7-7 TYPE C. SEE PLAN FOR cy), .....0� + + ;7� ............ U*) 112- MIN. ARHM-GG-C OVERLAY. CONSTRUCT 1- LO i_ v., �i� T, 0) 32Y* .......... ...... ....... ......... 10 ADJUST MANHOLE COVER AND FRAME TO FINISH GRADE. ......... ........ ........ ........ ..........T----.1....... ....... ........ i T :0.32%; IS BERM'- 0.401i D`F A REMOVE EXISTING SIGN. .......... ....... ........ ......... 7=7 ........... 12 REMOVE EXISTING CHAIN-LINK FENCE. il U L kVU REMOVE EXISTING BARRICADE. -XISTING-1 E IF& S LY E.P. ........... ....... ........ ....... " 1- 11 z,'' - ;,. ;_ , ''i, ........... .......... z 14 OVER AND FRAME TO FINISH GRADE. T, J. (115)-- INSTALL STREET LIGHT PER SCE MODEL 39CT29 (.3031) ELECTROLIER WITH 6' MAST ARM BY S.C.E. .......... ------- ca, Aa ...... PAID FOR AND COORDINATED BY CONTRACTOR. 6 + + 0), (10- PLANT STREET TREE PER STREET TREE INSTALLATION NOTES AND LEGEND, SHEET 1. PLANT TREES ............. J PER CITY STD. DWG. 502 OR 504 (TREE IN WELLS). ' A 4- ------- ..... ........ ........ ....... CONSTRUCT A.C. ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. PLAN 102. RAMP WIDTH 't 7'' '7 ................. ......... ....... ...... ......... .......................................... SHALL BE 7 Ti T T ...... ............... ...... A : 1 11 7 -T t <20- SAWCUT AND REMOVE PORTIONS OF EXISTING P.C.C. CURB & GUTTER AND CONSTRUCT P.C.C. ACCESS ......... ...... i-�......... ...... RAMP PER DETAIL HEREON. PROFILE SCALES: .......... ........... .,............. ........ ............ HORIZ. 1 =409 ............. ............ ------ ......... ...... ...... ...... ......... ...... 7 VERT. 1 -4 1%5 AWZ go 9" 4 90 10 1 1 Uem 10 3 amu `E" 10 /. 4LY LEG 4# EXISTING ASPHALT CONCRETE PAVEMENT T (1�94,60 4'>- 7 101 X 4-1/2 PAVEMENT OVER 199y'4_"_ 6" CRUSHED x- __ ............................. -Z J c9eR, T.5 - /I 19 V.5) 3� 3 ----+ .0, 1119,5 6' z/1. .4 0 0 5, z -Raffle- ;6 _4 16 VARIABLE ARHM-GG-C OVERLAY (1-1/2" MIN.) Ile) 2 MMMOWSMUNW-M,a-4* Aw" W-Al ONE-N-0-.111 - + .............. iiiizll ---1 1-1-11 - =40" z 1W 777777: COLD PLANE 1-1/2" MIN. 7r7777777777 r 0) 100+00//00 LVD. 10+�O.0 C. EA A V�t�f 6 9 2 LO (1) 4 6 C"14 .00/ d/ 17 N 89,23 .30 E I :�� -5:77 M NIZ M --T R.C.E. 29224 �O T -7 // / I., / // / 6 > F4 11 / I x_:> AI V LLJ 1q, C[V Ljj > �'7 5 OF cc 1�5 IL L A 71- UNDERGROUND SERVICE ALERT- _ 4 Ld DR :z Lj M N VC1K Ot4erra 41t rT� _00 A N .j LJ rr��_, K ;i---__ I 7�_ --- --------- L4 R W Y & Asso6cifes t--L::! EWL B ow LL X.� A V) S 19 CMLENGINEERS LANDSURVEYORS BE 01�ED BY THE, OF FONTA... 10271-B TRADBWK SMEET kz, ZZA 01!------K11_11____=--7 3 RANWO CUCAMONG& CA 91730 _x_ W=4' 4 W=4' �e ' d' ', I t =6 f- j P. 10 PH (9W)9874308 FAX (OW)941-152B 7' ;,y �15N RE YOU DIG /91 A-If W=63' "CAUTION": Remember that the USA Center P�1 � 1<) -roucr P.C.C. CURB 9 quiorelz notifies only those utilities belonging to t,7 '-4-_41 H+ -ro MATCM 9XISTIN§ 7� NJ i ------- 6b 90"A 013 inform you of who(m) they will notify. FRL E.2M4 1-11 k present at the work site. The center will IL GU " 'i the center. There could be other utilities f72 "Do _TM,"m (ATILITY MG TO '464j, tz' wesTeny sY *Ae J_411PA A Nil pij�N 4 77-N� CO A 1�" ,V 1* -ft �T) MW UXAT141 OF 6YIST LITIUry FOLC 100 r)V !fk_r__ A CITY 1 01 DESCRIPTION OF REVISION DATE AppRovilm C-XIST. P.C.C. CUP-8 9 GuiTeslz 0 J_ dh (n SXIST. UT116TV PO G L E= AM Distance SPECIAL N'OT E 71_7 7-7K No. geoiring i "AF mob' No. Delta Radius Arc Length . -ro Bra nmovev Ty (mFolh` RAINI(moft'mm UUMbANNEW101111111RAM 11 El 111111glim 179"23'35" 7.00' 21.92' Ll N 75*08'35 20.00' X1 0 C F. C2 14"15 P00" 86.50' 1 1 MODIFICATIONS TO THESE IMPROVEMENTS MAY BE REQUIRED SHOULD by Plan & Profile 21.51 L2 N 0003625" W 3.50 C3 14*15'00" 78.50' 19.52 L3 N 26*17'14" Ej 7.98 MEDIAN EAST OF EAST AVENUE BE INSTALLED PRIOR TO THIS PROJECL W .C4 179*23'35" 2.00' 6.26' L4 IN 00"3625" W_ 14.00' 41 Toothill Boulevard Strect Improvements C5 89*23'35 8.00, 12.48 "It*WALt C6 63"06'21 8.00' 8.81 F-)(I ST. T>.C.C. S DRC 2006- 00,540 A6 1,391, 84.57' C7 20* 30.67 C8 20*46'39" 84.57' 30.67' bla 94+;SU Ave to San S�evaine t0hannel I - (Ck U @K%'Vk &l Ll NEAR R S I @ U`E W A L OT E!Si C9 90000,00" 12.00 18.85' 90000,00" 19.00' 29.85' APPROVED BY: ucr culze ONLY CA DATE CURVILINEAR SIDEWALK SHALL BE CONSTRUCTED IN CONFORMANCE WITH STANDARD DRAWING No. 114. COMST? 'y 13KIST. ?U. 'DF-IV6 AFMA 90000,00" 135.00' 54.98 !C�Eioi THE GENERAL LINE AND GRADE SHALL BE AS SHOWN ON THE LANDSCAPE PLAN. APPROVAL OF THE C-IF. VA?-ISS AS SHOWN (TYR) MY ENGRUR R.C.E. No. 53672 FINAL LAYOUT OF CURVILINEAR SIDEWALKS SHALL BE MADE IN THE FIELD AND ADJUSTED AS DESIGN RECOMME DED NECESSARY TO FIT EXISTING FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND SAIJCU-r AWD IMMOV6 POK-rIOWS PROJECT PLANNER PRIOR TO FINAL CONSTRUCTION. THE PUBLIC WORKS INSPECTOR SHALL BE OF F-)(Kr- ?.C-(^ 511DWALY.. DGA CM "t4e_F1LCt NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO ANTICIPATED FIELD INSPECTION. IN THE EVENT MAJOR DRAWN SHEET AL SIDEWALK LAYOUT PLAN, TWO SETS OF RED LINED coW-rAAcTbjZ Vo 613TOO PF,?-MTT FI!OM 611'/ OF f6MTAMA% f>210Z 'rd (OWTIMalaj F,-giST. Lll%m,� ?6�9 (�UY I S Assoc"Cife L BE SUBMITTED AT THE SAME TIME THE 48 HOUR DGA 3 NOTICE IS GIVEN TO THE CITY. [JOUX4, A C;&,C E sw;S RAMP DETAIL I -OF-.- '% L&4&T&O 11 y 14 E CHECKED 10271-B TRADEMARK STREET 51 4 1 DRAWING No. SCALE: 1 RANCHO CUCAMONGA CALIFORNIA 91730 .. .......... 1q.-1 -07 4 L- i x, 3 3K_: _ ................ 1-3 .......... PH(909)987-M FAX(W9)941-15M oft