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HomeMy WebLinkAbout1417 WILSON 24TH ST. CC WD PUMP S TA TION LO CATION SUMMIT AVE. °i PROPOSED WALL PER w PLACE RIVER ROCKS 6, SEPARATE PLAN PER CITY'S REQUIREMENTS HIGHLAND AVE. 5' 9' 5' JOIN EXIS TING 'fes,} U 3 3' 3' 3' ./ -� I,� � ✓ i _ - _.-moi - \\ � - IF. - ����_/�---_•�-« -� � � ,Y'� SECTION C-C t , t \` SCALE- 1 = 5 Ld i _ - -- VICTORIA ST. _ [ifROUT ROC ON SLOPE � ✓ i 312,02' - _ VICINITY MAP 87 86 85 PROPOSED i�'ATt I AT 0.50% PER SEPARATE Pt AN r DETAIL. AT RICf�T �. SEE C PLACE ROCKS PER SECTION C-C ' -- - 9e ss 94 ss ez� 91 90 89 88 sr 8d e5 _ \J _ -- --- LOT LINE Ape , cel Ml k r0 -- ��� C J rY P, ANNER JOIN EXISTING 1 REMOVE 40 LF 100 I - . L OF EX0'T WALL 1 101 !0 103 ` > 10'X10' L _. 7.60 LF 30 CACP rip p- RIP-RAP PA I j 9.32 LF 30* CMP 7.19 LF 30" CMP - 1 SIL VER SA DDL E DRIVE __--� � ---- � 8.91 LF 30 CMP - - DERBY LOT 86 DETAIL �� -- _ / SCALE: 1" = 20' ' _ i' General Notes r, - i 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR CMP DETAIL WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. SCALE: 1" = 20' , 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, n VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY -� LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, I RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. N N 2, 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE o SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING ` DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN MAX WATER SURFACE f`` 1 I• ON THESE PLANS. 4.10% — 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS ENGINEERING DEPARTMENT ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR 3" THICK � I PRIOR TO ANY E '• � - RIGHT-OF-WAY. \� -- — 3, DR.0 THICK GUTTER j _ 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. DEEP 5' 5.5 ICK GuNITE IO CUT OFF WALL - , 6. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. PER GREEN 500K .5PEC(F1CAT70NS r _ _ THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE SECTION A-A , Dqj OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. PAOPOS_ 3 � �� �� __ `ROCK 7. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE 142' LONG _,% ��/� CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. ` Q-NOTE c bpi PacTlonr pR 8. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE ( 01LS R€P07 ,moi I THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 9. ALERT 1-800-227-2600 AND THE FOLLOWING UTILITIES AS REQUIRED, CONTACT UNDERGROUND SERVICE A 48 HOURS PRIOR TO EXCAVATION. 4 Earthwork Quantities REVISE NOTES " FILL. 600 CY DESCRIPTION OF REVISION_ 4 CIT DATE APPROVED QR FESS/04,, ' CITY OF RANCHO CUCAMONGA 5911 . rn ExR �2 _ TRACT 13812 INDEX MAP 2 SALE: 1" - 100' TOP OF BERM CA�,��P INTERIM BERM TRACT 13812 T rL 1 APPROVED BY: , - , 2• DATE - Underground Underground Service Alert CITY ENGINEER:/ R.C.E. Np-�� 14' AFORE r 9 0 �L/ DESIGN RECOMMENDED o Call: TOLL FREE C ��77//''��A�'� �Crouse/I3eers & Associates, Inc. , SECTION B—B /J�. 1_800 T. M. Civil Engineering,1700 • Surv. IngSO • Planning --- -- (\1 1700 Na—aAvnus, SuM• 104 j L DRAWN Maea, Ca. 91760 (909) 736-2040 Fa. (909) 7s6-5262 SHEET l/ 227-2600 ' T.D.M. % of \_ TWO WORKING DAYS BEFORE YOU DIG CHECKED TR D MOLAUG DRAWNING NO. R.C.E. N0. 5g��8 `1` / 7 R.M.B. pq� 6-36-99 FILE N0. 77 11 AAR BENCH MAARK NO. 14 PRIVATE ENGINEERAS NOTICE TO CONTRACTOR BENCH K EQU 5W13TRACT 0A0' rROM CITY 13ENCH MARK AT THE N.E.C.HIGHLAND � ETIVqANDA AVE5-� THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR VARIE5 NO. 146-5,EUEVATION I413Z.GI?-)T0 EWAT6 G(v' N/42 H IG H LAND AVE. 24'E. OF 4--- ETiWANDA 2 21 TO T�AIS rLAN. AVE. AT THE N.N.C. OFA 4')(8' DROP IN 130)< STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE -OL To 124-1 r-70R DRAIN. CULVERT, SET57D. BRA55 D15K. RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING TEMPORARY UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS PAVEMEnT ELEV. 1432-rol Z REQUIRED TO TAKE DUE PRECAUTIONARY METHODS ,TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON 'THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR CONSTRUCTION NOTES FOR STREET TREES RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED ASAFE PLACE TO WeRK AND .THE PUBLIC TREES ARE TO BE PL IS PPUfECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY m5TALL 2"x4L-1 1. ALL STREET ANTED IN ACCORDANCE WITH CITY WITH THE 'GOCCUPATibNAL SAFETY AND HEALTH REGULATIONS"' OF THE HEADER STANDARD PLANS. U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS14 . 1 as GENERAL NOTES 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS ED TO THE CITY INSPECTOR. ANY UNUSUAL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA REPORT SHALL BE FURNISH CURRENT THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR �THE STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CONTRACTORS AND SUBCONTRACTORS COMPLIANCE WITH THE "OCCUPATIONAL EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMMENDMENTS. CONTRACTOR SHALL BE FAMILIAR TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL ANDARDS AND SPECIFICATIONS. SAFETY AND HEALTH REGULATIONSIG OF' THE U.S. DEPARTMENT OF INDUSTRIAL WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE ST AMENDMENTS1 AS-DETERMINED BY THE CITY INSPECTORs RELATIONS "CONSTRUCTION SAFETY ORDERS" . TYPICAL SECT-ION 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, ALL, STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY THE ENGINEERING DIVISION, ES THAT HE SHALL ASSUME SOLE AND COMPLETE HIGHLAND AVE . LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS CONTRACTOR FURTHER AGRE T-1.-e,.O RELOCATED OR PROTECTED IN FILACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. RESPONSIBILITY FOR , JOB- SITE CONDITIONS DURING THE COURSE OF 1� 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE ONLY. CONSTRUCTION OF THIS PROJECTp INCLUDING SAFETY OF ALL PERSONS AND A A -TNAME: BOTANIOAL/qAME M%GiRDW SPAGINO SIZE QTY . NT SHALL APPLY CONTINUOUSLY AND NOT SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING /x STREE COMMON NAME PROPERTY- THAT THIS REQUIREME ZL4' jr DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN SPACE BE LIMITED TO NORMAL WORKING HOURS- AND THAT THE CONTRACTOR SHALL ON THESE PLANS. DEFENDo INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS ),A&C-RsrR0E-M1A CRA P6 WRT,�C- FROM ANY AND ALL LIABILITYp REAL OR ALLEGEDv IN CONNECTION WITH 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEER NG DEPARTMENT B A N YA N .2 0 10,C, -t,5 + SUMMIT AVE. ASEMENT OR THIS PROJECTp EXCEPTING FOR LIABILITY ARISING FROM THE SOLE 20 PRIOR TO ANY ENCROACHMENT OF CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA E SHEET 18 RIGHT-OF-WAY. NEGLIGENCE OF THE OWNER OR ENGINEER. w 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE ESTIMAT A I > SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION < AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY THE CITY ENGINEER AS NEEDED, AT WARPED OR VERTICAL CURVE AREAS. CONSTS 3 A.C. PAVEMENT OVER 4 A.B.- '3 095:2 8 S.F.&S 9B 97 96 95 94 93 92 91 90 �39 88 87 86 85 w 44 34 00 w 33 2 CONST. See CUPB W/24 99 GTR. PER CITY .S,TD. NO. 104 il- �Z5/61`2 L.F,. I :) 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS 3 CONST., 409 A.'C. PAVEMENT OVER 4"' A.B.-_ 187r2O9 'S.F., 99 - d- z z SHALL BE CONSTRUCTED PRIOR TO PAVING. SHEET--- 14 t CONST. 4- WIDE SIDEWALK PER CITY STD. NO. > > SILVER SADD' DR. < STRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND 77J 580 -------" < Z COMPACTION TESTS OF EMBANKMENT CON 102 & 103 3P- E PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A 43 35 AND ALL SUB-GRADES SHALL B 5 CONST. 6' WIDE CROSS GUTTER PER CITY STD. too WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO CITY ENGINEER, FOR (D-. a NO. 106-A (INCLUDES MONGLITHICCURB 13\ 3pO48 S.F. 101 102 103 W ui 76 77 78 79 BO B1 B2 B-3 B4 ui APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS ANDIOR SURFACING. U I I I ­ I ITTED TO THE CITY ENGINEER, CONST. HANDICAP RAMP PER CITY 'STD. NO. 102 32 EA. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SU13M 7 CONST. DRIVEWAY APPROACH PER CITY STD. NO. S.F. a- w 31 LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND CONST. LOCAL DEPRESSION PER CITY STD. NO- 307 .----3 p244 S.F w 73 72 71 70 69 68 67 4p- 36 T. GRADATION OF ASPHALT PAVING. 104 74 9 INSTALL STREET LIGHT 5800 LUMEN HOP.S.V. I_j, EA. 105 w 0 75 X -i 0 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, 0 INSTALL S'XEET NAME -SIGN PER CITY STD. NO. IL r KYi ts- 13 KENTUCKY, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY. R-VALUE, SIEVE ANALYSIS AND SAND 401 b G EA. DERftY­ C7 -*N111-----' I(m 41 37 30 TREE OUAN 7 1 TI ES EQUIVALENT OF AGGREGATE BASE INSTALL STOP SIGN PER CITY- STD, NO 401-B 23 EA. 10 C-) RIPLE 14- 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALVE AND PAVEMENT TESTS TAKEN TO DETERMINE 1 PAINT STOP & STOP A u 61 62 63 64 65 66 RHUS LANCEA 0 20' O.C. TOTAL 152 EA. STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL). '@3 ADJUST WATER VALVE COVER TO GRADE 64 EA. T< 4 - "39 EA. -j 60 DRIVE STABLE FALLS AVE. ST S.M.H. TO GRADE 34 107 CL 5 co 57 5B 59 -3 GOLDEN TRAILS AVE. TS E A 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOILS WHICH CONSISTS OF A ROCKY MATERIAL, 14 ADJU 8A V) ED V) 'THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE 15 CONST. E CONIC. CROSS GUTTER PER CITY STD. SCALE: Ill= ZOO' � V) -i BLUEGRASS AVE. 35 EA. SIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY &- '918 S.F. 108 w 50 49 4B 47 46 45 40 39 < 120 EA. ANO ALL VOIDS OR DEPRES No. 106-8 w z 55 54 53 52 51 cc 2_9 GEIGERA PARVIFLORA 9) 26 O.C. TOTAL BETTER -THAN THE NATIVE MATERIAL. L.F. 61 Y. 3B 28 EA. 6 & (18 CONST. 89' CURB ONLY PER CITY STD. NO, 104 o-7,+ w < 54iOW HORSE WAY UNDER w INSTALL SIDEWALK DRAIN PER CITY STD. 10c) 3: W�-� ASCOT PLACE 27 EA. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY ....... 'THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANU A. SHEET_ _------'HORSE FILLY COURT 23 EA. FACTURER'S NO. 107-" H IG OPI... RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 118 u 04 9 28 BRONCO PLACE 6 EA L ER 3p174 S.F. 120 110 z�-'ui POLO PLACE 119 EA. 13 ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVE OP Ill 112 113 114 115 116 117 -- owu 17 EA. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING BROOM FINISH C�w < PREAKNES/S PLACE A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE 28 INSTALL 4** X 800 RECTANGULAR STL TUBING WITH ca x -1 19 @ (��- SHEET VI NTAGE V)CL PYRUS CALL ERYANAEiRADFORD"Q20 TOTAL 177 EA. OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF, WORK. 1/40* WALLS 687 L.F. 20 2 1 z RODEO DRIVE O.C. 2 5 EA. 14 EA. w 27 HIGH HORSE DRIVE 65 EA. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT EACH ADJUST S.D.H.H. TO GRADE INTERSECTION. CONST. DOUBLE PARKWAY DRAIN PER CITY STD. NO. 107-ft I EA. TRIPLE, CROWN COURT 19 EA. --%.1 (B- mr%I Irt-17nq 9--^ 2 r% e_% C I A! b TEMP. STREE A N J!a -r--ff ct 122 133 -1-P.J6 i All 22 KENTUCKY DERBY COURT I I EA. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE \11/ - 134 SILVER SADDLE DRIVE 29 EA. CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE (32�- INSTALL W-17 WITH LEGEND I EA.' 123 132 26 SECRETARIAT DRIVE 28 EA. REQUIREDPLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE C17Y ENGINEER FOR APPROVAL. n33 INSTALL NOT A THROUGH STREET SIGN W-53 3 EA. lot 135 140 23 SOPHORA JAPONICA 0 30'0 0.C. TOTAL 8 EA. 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE INSTALL STREET SI'IGN W-45 31 EA. w --- TOR. 35 -CONST. BARRICADE PER CITY STD. NO. 13 - 6 EA. 8 EA. &- 15 EA. u 124 2�1)I COLT DRIVE THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPEC INSTALL 9500 H.P.S.V. STREET LIGHT All cc 136 REMOVE TREES LUMP SUM 9- -1 EA. D 17. CONTACT ALL UTILITIES UIRED, 48 HOURS PRIOR TO EX AVATION. 37 INSTALL R-26(S) SIG I 0 141 % 25 AS C, 2 EA. INSTALL R-18 SIGN u 130 137 vt STALL W-11 SIGN. 2 EA. 39 IN 0 u 18 6 EA. 142 . ................... INSTALL 26A SIGN V-& 126 129 UJ 136 (R- W Li- I A r E2 00 'y INSTALL G-7 (LOCUST AVE. ), SIGN I EAi W, 0 rn 24 uj C 32437 ra �6)-- TRAFFIC STRIPING LUMP SUM 127 1 P-8 143 00 1ki A%m-A A i dft so I's A is N%t-ma-i 139 w 17 Exp.12-31-08 N)ER J.Pjclm 14 1 EA. Q�TZ S I INSTALL SWING GATE TYPICAL SECTION �of ESS/9* (tl)' - . ig.5 civ -1 1,060 S.F. SECRETARIAT, DRI I ---- 49 CONST. A.C. PAD A STABLE FALLS AVE. w UFC G REMOVE EXIST.P.C.C. X-GTF � SPANDREL 380 - S.F. pi - 17 0 N Z13 3Y , 4,k; A0VZV-17A,,'r0-10T 100 16 cp 51 REMOVE EXIST. P.C.C. CURB 43 L.F. C-3 A- 14 144 145 146 147 14B 149 150 151 152 152) 14' Co T.1"0.0 E-&L A5W CIATES I NC C3 - 2. 52 REMOVE EXIST. ROCK CURB & GUTTER 41 L.F. a U-J 70 rn Corlf It 823 sjAus;oq AVENUE, UOIT 18 45846 r T 1 'zy ­ 2T. G"-MICK FC.C. IFROTFECTIVE CAr r-Or,r=.x.T-7" WATF-PUAnS Oro I-�r-. cr- -31-0 53 to 5ANrA 1::& SPRW&S� CA ?4'7P "I 1 2 EA.� 11 (4) Ex p. (42;� c CN111 INSTALL W-3 & W-6 (20 MPH) SIGN 15 01 T-E2-.C562)346-OW ' < u- I EA. �tOF a55 NSTALL TYPE "P'* MARKER c el-N 8 LEVEL LINE (56)-- INSTALL TYPE "Ll' MARKER PER CITY STD. NO. 130 4 EA. WIL50N 241d ST 2.00,ya Z.00% 18"C.F 57 INSTALL W-' 81 SIGN 1 EA. 14 11 OF CN E)- INSTALL R-26 SIGN 14 EA. AVE. A. IF 7T TEMP' pA.VgMp EA. > w 17 n-r PER CITY STD. NO, 132 4M 4. &-`:1- wriv. e-no of� -5 ,eE 10 IG I ro 365 �Fg- Rc-*vc- EX. PmEWY APPRoAm S, COW f3" CUks A 24!1 -P VAV- Summ IT AVE. 0 �PRINT V SOIIC�o DOU316- YE110W C;ALTRAN5 GENEVAL W CoMpt.6re N0�c-1,rUg- LLY A"!. N 13 12 3: CsUiTER PER GrrY OF 9AAJCHO WCAMON&A Sm PRAWINO SMSM s-MaeS AN D 51MVJAL14�REVI SE V) 0 AN V�XKOACA41MMWT MRMMO-15 RMUtREDFRhM r0WON OF OLL*.&P-ASS AND L JN16$46 (j) TYP ICAL SECTION No. to 4. -r�PC- A-2-8. -V, IOtW-I CEO, S H 6 A ul - 1:N6"TA LL W8 hW 0 W& 6) 9%-rM HIOHWAY RIWT OF WO mmiT F`P-�F, TR^c, RODEO DRIVE ACCESS ROAD t7o,51z �"��LSAwcwr S, Rewl& I,` EX. A,(,. PAW48N-nf ck R6-caNsr. A" WMY, WrrHIV4 114E HI6HWAs( R161-ITOF WA-Y �2S51AEE-r A\J E. T.I. 5HALI, ft TO 9rATe 9rA.1412NIZI25. A10o 13WY Ascar FL t4k-P le)-W-9,0 0.1 79 HI&HLAND 9A,6,PAL15ME0, C4-AR-4-wo ON 8" 7R604 BACKr14)-­ STRUCTURAL 9OCTION IWt2iCATOE? FOK HIrot-10*1 is FOK egrIMATINO OWLY. AcruAtL. secTlow r,6 'EMOVE TREES DUE TO INDEX MAP C27'0-E-5007.) &R., 3 4 5 TO ft t:00T15wFtMIt4E!P 0"TeR MADIWO 410 Z7" WATER LINE CBA f-ft-ff Loy,:12 CONSTRUcr COMMUNI TY TPAII� MR Ctr Y STP. 1002-A ArFFtDF9 I AM LAO 7t"919, XT I- OF S-0 9HWL-0 R�-:V115FZ 1/1w c j-R,1�> P)e LISr-0 IN THE 0MI9k OF 1`1-4E Hiel-IWAY, z ftcTION 0 < mOMIT TEMPORARY..SECONDARY ACCESS C 54 1/vvv, P�c, 2-PAII, FE-hCE PER On STR 10 10 -A pv COORDinATEo > A In5TALLED BY 6.C.E. , PAID FOR A < STREE-,r TREES sHAV, YE- v5w4w PE-P, rf4E-hIrreS AIVP)-afir-Alb (THUR CITY TRAFFIC 4BEcTion) 6Y DEVELOPER EAISt. EVC,-Ttig 4-C,ORN6k C84% Z146�6 Z13� ON 5HC6-r I. . To mcMAIN wHrz & UPDATE STDS. 81 STREET TREES Cvr3 VICTORIA AVE. A00ry f,,OAV <ul UTILITY CONTACT if LO L�Evi6EV 4"A'.C. OYEIZ4 A-�. 0 (�7) TY. CONTACT THE FOLLOWING S REQUIRED 8 HOURS V.K(w + 1�� CITY z i h, 8 PRIOR TO EXCAVATIONO DATE to DESCRIPTION OF REVISION APPROVED VICINITY MAP N-TS. Iq 20):015; GENERAL TELEPHONE COMPANY (909) 949 - 8108 A\ .0 a ldmb�a IN ldft. Aws 0^A 12,�&& sAft &A 4' aft I TY' ff V rc %a# 10 1- 24 w 207 W. "D" STREET F NAr-MU us m%,p%murqUA A` SHEET 17 IE7 1- 122 ONTARIOp CAG 91762 04 14C? 0:1. INA PROVEMENT PLA CL HIGHLAND AVE. (909) 986-5861 * 'It7 SOUTHERN CALIFORNIA EDISON -A- L- STREET NS FOR 422 N. SECOND AVENUE UPLANDp CA. 91786 10,K/W A- SOUTHERN CALIFORNIA GAS CO. (909) 592-IT99 & YEK E-TIWAN17A pow TYPICAL SECTION '—, �prec I ric/ rLAW 570 W. FOURTH ST. SAN BERNAR DINOp CA. 92401 SUMMIT AVE . TRACT NO . I"'B 12 40- 4aI- T.I. "N 2 CUCAMONGA WATER DISTRICT (909) 787- 2591& 01* gk> , / lle�ll I'-� . APPROVED BY* DATE* -4 -A w±ep- 11116'' Kr A U31 9641 SAN BERNARDINO ROAD R.C.E. NO. 0. *TA.I&4­24-.q6­TzL,4-ti-04�4011* 1 / /-- A SLOPE A!:I I CITY -EN.GINEER -L 6 Le. RANCHO CUCAMONGAr CA. 91730 LEF,/15 Ut4E ju RECOMMENDED D JGN--� D REVISION5 bT rA&KM-VA9 WJON�p) ANDREASEN ENGINEERING CO. A/ 0 . c I ­I V4 A- I 111 11,s j-ow 580 N. + < CROUSE BEERS' 81i A 30 11 PARK AVE. Dv cc� 4- 1700 HAMNER AVE.,& AzLREV(95e CDRNerz Ale) POMONA) CA. (714) 523- 1595 SHEET DRAWN A Z,� 4, /"i" A NORCO, CA 91760 p-14 20 TYPICAL ..... SECIQ& 01-on -OF t SRFET I /9-f 0 4 DRAWING 140� .5EEREv151o1v5 0At SHEET5 4 YPICAL . SE,CTION CHECKED R.C E. N 0 &1?-N REMOVE CONCRETE RIBB 4-t V..,- (109164.6 & 1?140TNO.18ZIO giv,4A VINTAGE DR . �i N :M.TAPPff W. X S16M) MVISt- W-OTT A131>59 FILE NO 17 Aa ,014SHEErS IV19 PEIT TI.- (0-0 ROBERT M. BEERS RCE 39405 jTIq5Twt, STRW DATE ALL INTERIOR STREETS 46VIS10 iK4 �A\See A to �V)?c Z00.5-06, am -By L"e MsSoc.14 7 465 (EXCEPT VINTAGE DR) -- Rill, "ZE 7 "Ty 77 78 79 JWW F31 4; k r t,m gir"w V, C-OL T �41 PROJECT SHEET NO. OF 4 BENCH MARK NO, 148- B '10ton" cw �, c 17FL ETEt7 ` AT TRe N.E.C. UI6NLANDi ETIWANDA AvEs, NDT A PART �. W N�+-N(6HLANDAVE.,24'E.OI=+-ETIWANDA s3.0�) AVE. T THE N.W.G.OF A 4'x W DROP IN BOX 4b.46 V,14-7. FOR DRAIN. CuLVEWr,5ET 5TD 8RA55 D15 K. .�� Y.G. PI. � � • A�4 )d/ V P.1. 5{.s2d 0: N dd•• ELEY.1432.612 S d O r r SEE SHEET I FOR GENU MARK EQUATION IL L4 v r d ha IL �. _ m g o r us � r r u t!� — • 1.5�• f 1450 °aO ca Tett: pS 3 1470 1480 cn ns e t •. WEST � _ N tN- ( . . SI 3) P-l. 511 •`• 'Q N • • A1�I'aorC. IGY+dTl41! OI`CXIe'fItJ6 COQ � Y.G• U U O + o^. N l'1' WATER UNL p 1.48.54) d r n; �o TO F Of;. Q j d `O WtrST GL1Ro tJ > � � �'DIP V. / / 2'42°� ts '14 d � � + � 470 � / / -� � � t 1450 , ,�o� I. r. (Pl. 5 .CoB > I 1480 �• +"4.°I 4> 48.46' V. W p O + 00 • J j 'hj r / A l4 a/ �c ��, � IN- °+' IS tll�l '' � r N $ g a r eP A14 (R1. 51.52) 6�l9 + cn� �v • d d b �; N �• ,o u. v O + N � 6p N I 0` 44.41' • 470 1450 �° \ .5 �,. � ce,. X3.05) � 1480 14,.5G' W. R. (pl. CA + °/ 4/4 °/4 W r 6i O• L-AST •• .� �-.. r -•'' Tor 61= —. - - r c9 N 5 i.It- EAST GURS N r _-� &MIT0 PROFILE SCALE m I HORIZ• I - 40 • 3 4 rj 6 TAn. �, 8 VERT : I" = 4� �0 11 12 13 14 15 _. ._ PLAN SCALE I = 40 SEE SHEET Il � H IA r NST A PAlKT �� 3 O W t•KIVATI; gYo11�m 'L ,IZ• 2 U CWT MA Inu my oY crrr) fill 24 v } p qA ry•Q � J� ® N>1`Q SEE 6R�DIN6 23 tv Q 0 111 m►W FOIL CATs I yASIN fl OMIT© �.0,� �_, �,� le�. 40 in K. t 10'A17i7rTIONAL 17EVICATION 1V °F_r hh -Me GITY OF IKANGHO GUGAMONGA _ + Jh a oe OpO.O I. MAX. ± IeK Give. 4 �_ �' 8 clb cj 97" -- N YIl W �• _- - - Q w:)� MAX K.G. -- -- t M� — -- — "� -- p ��---� fo . G•4' S.D — 9 a —� 9 t .�l, ,.—�t6p STABLE -- ° FALLS N ^`' w st � AVE -� �' 60 3��3 14 3 1� o�p� q - A_� .� —Al �_� - _ --- — — J. rt o- — Gam_ V �NsTALI w t w6 T lO- /� Cee LOCUST _ - - a � H d (e _ � tt1.b 130.00 128.00 n - AVE . ���a to I 4 - �' A 31 tip~ Q_I l9 �• - 40 o V 00 z 3 + i J 7 16 I cc + T 7 U Exp. 820 0 42 7 � o p _ + 1.90 '� W \O� 51.23 c;72 I n \rlgT ClY1l= ��\e ? G� I $ U REMOVE E TREES DUE T O .�J�� f O Choi Q,J Z F- �C' f� I 27 WATER LINE CBA f�S' Z' T� - �°�' Q + '� is )o �` 15 -j 3 i I+ 4 OMIT TEMPORARY SECONDARY ACCESS COA y�_g O I o 0 M WZ.�p \ !;' O WC ORNER CUT OFFS, UPDATE STDS•, STREET TREES, DWY.LOC.CBA _u_9 _ 4 OMIT �`- DESCRIPTION OF REVISION DATE C Y 13 APPROVED. - ' 1f6o ®r � CITY OF RANCHO CUCAMONGA SEE SHEET I'1 _ _ 5EE 15HeET 4- ? STREET IMPROVEMENT PLAN FOR CONSTRUCTION NOTES I COST. 3' A.G. PAVIEmerrT OVER. A.D. -, CURS CLIKVE BATA STABLE FALLS AVENUE— FROM HIGHLAND AVE. TO 2 GOnST ON QURB W/?4" QlTTI=R PER CITE! M "OL �0+ ® © �pC�f tSSi�}1, As Pet QeLTA RAOILIB LEtsGTtl 88rSOUTH OF SECRETARIAT DR. li COnST 4' VIDE SIDEWALK PER CITY Sib no. loX f 103 ® Quo ',` E-�� e , G GI HAmrncAP Ramp PER CITY 5TD no. to ? A 90 0o UO 2"1.00 42.41 I eonST t�R 1V EwA,4 APrR0AC1-I ms errY Cm no. I o 1-A ® �' e �1115 �r, 00 LEGEND FOR STREET TREES 5 InsTALL. STREET UeW 5800 LUMEn HRS.V.BY 5.CE. PAID AnD COORvnATEo BY DEVELOPER LI N � '10��- TRACT NO. 13812 ., • lnSTALI, G'T e6r nAmu 516n PER CITY SM no. 401 ® � J C -' -' �� APPROVED BY: � DATE: i!;!.5~��' 0 15 EA.- 15 GAL. RHUS LANCEA AFRICAN SUMAC 0 20 O.C. 60 PAIW-r-} :50LICO 04OUIBL-G ` C-U-ov,/ * a t3 wuusr warEtz VALVE GoVeR To 68AVE ® �`r f;; - cQ • CITY ENGINEER RC.E NO.�-31 ' 14 A QUST S.Cry.N. ID 6RAD6 �rF GF t t\F``'�� a " 16 —COn6T. 8"CURB OnLY PER CITY 5TD. no. '� DESIGN RECOMMENDED s3 eo*�n ►.oGel Ixt�IeE5sta1•1 tea sTv No ;off ( �•a�' �� - �� M I• ANOREASEN ENGINEFRIR3 CO. F•F- 16 4 ol�a u t 1fl INSTAi.I. " IAF 4"x8" K9F0TAN6ULA.R M.TUPAWP '�•-64'6�f"-- �- +43.� DRAWN 580 N. PARK AYE. SHEET WITH I�4„WALLS a V/6 MIN PQMONA, CA (714) 623-15952 20 Q-- INSTALL TYPE N x*j t� vi s•7 �RT) © a--A1zIt15T 91G1KM VRAM M N. TD 6tzpa7E . 33 1 sT ILL, PE hl D S7 >rT� 3 31 Ir15TALLTEmP. 5TREETUGHT5800 LUMEnH.PS.V. WlR-2G(S) SYSX.E, PAID AnD C00RDIISYDEYEL,OPER CHECKED .�� C% _ ,/ _ DRAWIN3 N0. an�.u�c.c G�-x^� R.C.E. NO�.�L / GI'('f DATE Cl�f" FILE NO ft7IWSTkLL yV31AN0 W6 (15)® — PRO!ECT SHEET NO. OF. BENCH MARK NO. 148 - B AT THE N.E,C.N16HLAN0LTIWANDA AVE5.,"' NIS 44164LAND AVE.,24'E.OF f- ETIWANDA AVE. Lj AT TWE N.W.C.OF A4'xS' DROP IN BOX FOR j DRAIN CULVERT;SET STD,BRASS DISK. 43.Gi ft c� ELEV.1432412. C�1 b6.51) d 29.32 x11.52' 0'x.04' Orr V CID. SEE S Ott 41.15 1/4 d/4 °/4 ° 00 Co.l4 T_� t1.6t� + � V Alco �� I, SHEET I FOR t3EPIGF•1 MARK EQt.tAT10N 82.15) c- t9 50.00' V) on c13. W u W I °/4 °/4 I°/4 i°/ _ IW � r o � NQ r 1_49 1 r + } C TOP o� t � t�URt3 � �) � u � 5 YC• . VC\ 1480 - °i CDnTRAGTOR SHALL VEkZIFY L TIOYt / p �` - + / N to A P EL.EVAT10n OP r=xLsT,2.'1"WATER co '15T. '10L.F G" PC.C. �/ - 9� 3 n a a LIFE OF-poKp- -r,TAIZT OF CAnS"CKUGT FIZOTP-CTIVE CAP j / t9 + IOn. WATER LIt1a TO HAVr= v 1.1'1111, - - - +I M £ veK. FOK AnY CO /EK Ltd THAn + r - i N � Apl°FzoVAL Ig Rt_QU IIPE.� FRDI't'1 // 0 1495 a e�'vc b.r�Pr2p�C. LG�ATIDN (P{. 81. 1) . OF�KIS'rltJ6 27' U V WATER UNE 00 t lbOC!Co. 1480 � � �_ ��, m AIG AI'G ek g � On W. �j r On Co. IL n.s a ,,?� ° � �► a �' 1495 EAST ft 4Co.COG �`!1- CPl• ) u + N Tor of v N EAST Cme � x M � C � r 1480 ,- PROFILE SCALES + HORIZ. 1- 40 u 13 14 15 16 � �° 17 18 VERT. 1= 4 19 PLAN SCALE t =40 111F nor--- r COMT. 6"TN 1CK ' CAP PROTECTIVE: � E W W 45• 3EE 3FI ET 10 a F _ 0 dj \� / EXIST 2T'K.C•I° • IjLv TO IaE PROTECTSID ,' 9C j in PLACE- U Q ue U V 111! W W v X P E �w a II ETAI L. 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CBA eR 4 ConsT 4 E 5 o PE1Z c r 102 R I / 9 v tc a- 5T1� o v ® s rr W v t p4 7 >� F co /(J 3 (�_ Gr�N`�f 1pCAV t�51°� Mort t R GYt`� 9tb tJo 307 ® �,rjk CIVIL c ,6 �Q 17 M �� SOF ;a��� DESCRIPTION OF REVISION DATE cI r I V/ /V (o conST. HAnoia&r Fz,&mP PER c r1Y 5Tv. no 102 ® APPROVED. +I �l N �� �� Ia + 3:' Q--GOt GT t RrIEWAY APrROAGH I�Ie SIN em) no 101-A �, CITY OR RANCHO CUCAIIItONGA - �9 4*I 4) 4011 !�� ,\ °I in TALL STREET LICHT 58CvLUMEn H•P5.V BY S.C•E. PAID ! COORD1f1ATED BYmvaoPERa-- =�� b --Ir'15TALL STREET nAt'I1E sierl pc-Iz cITY gro no- got ® STREET IMPROVEMENT PLAN FOR �eo PA11rrT STOP c SToP by i Ob I>� A17.IU5T WATER �/ALVE CoVeK TO 0rrApe • CURS CURVE tOATA ,,,r /_� STABLE FALL AVE- FROM 88 t SOUTH OF SECRETARIAT 1�EL7A KA0IL16 LENGTH ��� @_ -A0JLIST ern.H. To 6RAOF DR. TO VINTAGE AVE. ® 8'T' 19' 2"1" 27.00 41.16 AvUuST STORM PRA.IW M.N.TO GRAM 92° 40' 33" 2"1.00 4-13.Cal 3 InSTALL I10TATHROUGH STREET JIGCI-W-53' ,ZCcEc` " `! TRACT NO 13812 C to' 05' 24" 300.00 52.83 �``' Q•� `•'%�� `�``� APPROVED BY: DATE: © 10°05' 24" 316.00 56.00 cr�� � ,; 1.`, CITY ENGINEER 6Y ��/ .meq-�-�'�-- RCE. NO �_ to° os' 24" 282 00 4Co.G(o LEGEND FOR STREET TREES �n• v201 DESIGN [ CO. RECOMMENDED Jc EXCj. y-30•G'_ � '��I�+�r�s[ � ��Si i E�1KE7 V �. fjt�G' O 210'00' oo" 3 8.00 13�i.28 _ 0 24 EA. - 15 GAL. RHUS LANCEA °AFRICAN SUMAC" a 20' O.C. \ s %� 5�0 N. PARK AVE. It G t5. 00' 00 112.00 2`1,32 `\rf C1VIL c�' , DRAWN POMONA- CA (714 623-159r SHEET _3OF 20 CHECKED gads DRAWING N0. y "44""".0 E. NO / 01111 DATE �-I-%,�i FILE NO / PROJECT SHEET NO. OF ��� v BENCH MARK NO, 148 - B (PI. '72.C*) `j (PI."►5.01) J AT THEN.E.C.NI6NLANDiETIWANDAAVES.,(dv' W Njf_ HI&HLANDAVE.,24'E.OF f. ETIWANDA AVE. AT THE N.W.C.OF A 4'x13'DROP IN WX FOR DRAIN u 6' r 4?.41� UJLV RT)SET 5TD. 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C BA DESCRIPTION OF REVISION DATE oil Y CURB CUICVE tOATA Q APPROVED. 1JELTA KAn1U5 LENGTH CONSTRUCTION NOTES ,� `` '/�,� `� �` CITY OF RANCHO CUCAMONGA a 010°00' 00" 21.00 42.41 I�--cori6 T. 3" A.c. rAvE:me=nT e_> E `L A-0. �- O2 Gon5T 60 GURP5 W1240 GUTTER FEFR CITY STREET IMPROVEMENT PLAN FOR ® 4" 19' 4 l" 10 00.00 '(5.54 �- *,s ,' , 5T0 no, io4 ,, ff ` RODEO DR.- FROM STABLE FALL AVE.TO CO 4° 10'1' 41" 882.00 74.18 q COn6T 4' W10F 6110EWALK P1=R GITY 6Tb `� 1�;=��` �- SHOW HORSE WAY ® 4' 1°I' 4t" 1018.00 16.90 no. 101. at 103 ® `F E 10° 00 00" 102.00 1'1.80 �-GOn5T r. IVEWAY Ar CH PE12 OrTY 6'T� SHOW HORSE WAY-FROM RODEO DR. TO Q I IO" 00'00•• 58.00 111.35 ne). 101-A ® VINTAGE DR. 52.45'38" 300.00 2-7G.25 a--QST LOCAL c3arR ession ►orR cmr 8To no. 3oT a--In5TALL `STREET LIGHT 5800 LUMEn H-P•5.V. BY S.C.E., LEGEND FOR STREET TREES TRACT NO. 13812 Q 52'45'38" 3117.00 X 92 83 PAID Ano COORDI nATEO by DEVELOPER � � APPROVED BY: /-, � � � � DATE-. • 25 EA.- 15 GAL. PYRUS CALLERYANA BRADFORD eQI`t`77 ' CITY ENGINEER 0Y -� � "eLAA - R.C.E. N0. - l P l 7 �I 52°4535" 282.00 29i01.G8 11 tnSTALL 6Toreter PeriCme 5-To. No. 4ol-d ® `BRADFORD �a R• A,�y` :. PEAR4' 0 20 O.C. / 12 PAIOT STOP An o ^STOP P3Awt /.4. 'q-` G'fi� DESIGN RECOMMENDED ENDSD 3 Pio 00'00" 45.00 �O.lo94 I3 Ar�.111ST 1NATe'R VALVE CON(EFZ To eIeA1:7E ( o ( 28 EA. -N5 GAL. GEIGERA PARVIFLORA• w j� ', � 1.• AkstREASE�i EhGll`��ERI�G Co. .Q4a_ 11 1 � _ 14 ACQLr,T 6-M.H. -R� 6RAt0E �� AUSTRALIAN WILLO�IV ® 20 O.C. '� .r_ 8z0�" . ' � I DRAWN 5Pl N. PARK x�E. SHEET 1q IW9-rAU. WM-K S1VV WhLK PRSIN . 1 O - ^ / o U f'� GITY S:Tb NO. T 8 P K Q d ® Exp. 9-30•�� J� , 0 I~ CA 71 1 623-15 5 �.�•i 4 OF 20 �-ADJUST G. V. M.N. TO GRADE \�9 ML/. `'� CHECKED A aes DRAWING Nok. . � R.C.E. NOP - /L. DATE 4�t'�9 FILE NO- O .O HEEi ECT PRO ' F ' . J S N u-_ Ql 41.30' 42.41' BENCH MARK NO. 148- B b AT THE N.E.G.HIGHLAND{ETI WANDA AVES., q� N4 el(,4 0�4 4 (P'- b"1.60) S[ 6W Nit N1614LAND AVE.,Z4'E.OF f, ETIWANDA l FOR DRAIN.CULVERT,SET STD.BRA55 015K. roe _ ELEV.1432.612 Cpl. OI 31) � N d: � 1.P ; U r p r SEE SHEET I FDI, BENCH MARK ED10TION ' a Mr + � + - + o 3 Id 1505 a4 y� 1u 1 c'loRTt-t �o 0 rw Tw m3.R2 I' L " 8l c r Tw 40°x, otRt o� L?J2g Tp o2 TF Iz4?F - Q� M V �; o �� iffmX. LGL�ATiN % e L;X.��wanes VP of r 1470 u 100.24 .C. 1'mTH a"mpoj $ Cpl. Ol.rpf5 1505 M � � � � _+ 2.40 v r, P 1. �a.2 e) 3qo� 4 /4 t (P�?�� 1470 u UN>; 1 .24� �` � � J d5 � Fr• � �r � � m tY 1'12• Cel. 01.51) � � � N '�. b � � 1�i1 � � S1 � ��; U 4co•Lb2' 1505 } a } of o �=�� O +94o _ nae � � � ,� •�. .� o oro d�, J 9 a � 1470 �v �/ TOP OF • r &V.AM -0 PKAIN l0 I� r + � O �' SoUfN Gt1Fc� c� , ArmzewIL�ATIO?I 310 :,... PROFILE SCALE E.�'wATl;lz 1 HORIZ: I'=40' 3� 31 3 33 �4 35 36 3`7 ' VERT 1'= 4' 38 39 40 41 42 43 PLAN SCALE lo' v ' W WT s4 •- w=lo' I'=40' W � ( 4IT9 11JU1,11- w-�1' to II' i CONSTRUCTION NOTES K u a ---COMT. 4" A.C. PAVFME:r1T oVeW 4-" A•5. E - ID-Con6T d Cut2r3 W/24''6UTTL=w MIZ CI-TY CO{'ITRQCTOft SI-IAL.L.VERIFY LOCAT10Y1 � 1 �. �u N Z � OTO. no. I" Ann L:LEVATIOrl OF EX I'ST- 2'7"V fATEK LIME 4 a 4a--ConST• 4' WIDE 510EWALK PEW CITY 6Tv. e7EPOKE START OF G0V1 TRL1CT(on. 4 no 101 d 103 WATSKI-ITIS To RAVE aro" I't'ttt't•COVEIC. roK an-y COVSK LE55 THAY1 $G' p ArrKOvnL 11D REQUIKEQ FKCM C.C.W.0 > � f �,° '+�" ,e!tP � c�`Qs � y, � �-CdffST NA[1DlG�t' t��tQP PCR Gt[Y�i'D f[0. !02 � Z Q I� O- �� .� a �7}--QOM. MYtINg A1'Mg:k1 I'LL GIV IPTD 90. rot-A vI W -- -OFF 2 �� p w Da -Cons? LOCAL v+=-I�e5s ion >�re clrr Sm No. sol 2 Q 1 �}" F- 1nS TALL STREET L16r••L•r 5�j LumEn H.PSY. BY S.C.E. �I J I� PAID AIID COORDmAim PAY DEVELOPER I Q TI. " Gtr RsLYI Q S 1KV111TAC75 pRIVE N � �' ' �c � x� � � � W 10 In5TALL STREET nAMF_51Gf1 PER CITY STD.no.40t •® I f. N h A0 BUST WATE9 VALVE r&IEtz TO CRAM t" �I 1 ~ a- t r �� d �AW NoLE VEtz To t�E a � N ' 1® Igiw24 3 _ 70, _ �, ,� @ --- UG T 1'1'1 n a �f1 - 5 '� t2 R&InT VTOP 6 6ToP W rKIVATI; A>ys-rem ° 23 , + e a , + _o` d ! �\ o u t G I , � _ I 3 ^ 711 U W SNOT To 20 MAI?1TTyAp160 9'f �fy) S� ? ---`-- ----- --- _ �� I=M.E. IT a &Mvt; To t�IN ZI is,6w►.1,1.44 L.F. 4'x97" 9fCT4N5ULAR 9TL,"(uRi►N6 J n a �-_ 10 y�. [^ I - 4 o r 2G '� 10 C � l✓ l'/� N IN• yl►TEI I/ei' WALLS 12 l'b MIN. iNSTA.LL vw I.F 4'-- L3'R5C7t N t1LAR STL.TUPANO wrn4 I/4' WhLLJi e 1% M1W. a c� I o cn N >3 Z 2�i 1N5TAL.L,%p LF.; 4-,,95' KEGTANt LI1 R STI,TUl31tJ6 !WQ �S 'r c� ^� 0� -- -- _ - - --- q ----- 2 ---- cv- o \ 14 17 9 �%P yp• 4 I/4" WAUf G I'G MIN. YtL� r#�j �\ �O �. - O _ 0 3 DRIVE _ 1 I A �q -- At7JU9T5.D•M.H 14 G�CAD>✓ M1a VINYAGE q q 12, (4 ^ cl�u m5TALL nOTATHROUGH 5TREET51Gn W-53 \.P - i 2 _ _ - ��`� _ 1° 34 In5TALL STREET 5IGn W-45 \ p - ♦ p COQ �Ccon5T BARRICADE PER CITY STD n0I31-A>5 T5 r OO G 121 ,\o �, / = I is?- STOP ter. - ga.12 I:nb or �K6rT PvitT. rer, 01T7'ow. tv. 1s2 x.00 fir � � �. 12.oO 10 359.52 c► o -- �} --- ?{ ¢14 0►'� Ot-IbT. EC1D OF STREET PER 5T0 710. 1 w '10 L; , � 01 V } Alti• Itj + t4 ? Q UPDATE CORNER CUT OFFS, �(• /� �r I - � � � �) 3 I IO� � I•� o �"- STDS. STREET TREES DWY. LOC. CBA 1-- to 9 I I01 cc in O t- � DESCRIPTION DATE CI / % 18 16 gl , + �Iv DESCR PT ON OF REVISION APPROVED. g ��Q Ln lu In 05 CITY OF RANCHO CUCAMONGA �+I O _� w 140 9' I' l >�' WT W4 "s IW STREET IMPROVEMENT PLAN FOR I Q' �Ant�SCAI'E 3 • CNI mAIItt>:nancl: �l�i 4 MAInTenArre CURZ CUMVE PATO ®© p,!}f'-ss«,�, O, FROM 185' WEST OF STABLE FAL AVE. r • EASeMen i :-- s 4 VINTAGE DR: d� H i IrASETRlr11T �o s ;{ _' �+ � 22 11 t7>✓L.TA aanlu� LEt'1GTH 0 e r,�F� � � TO 728 -EAST OF SHOW HORSE WAY a II' 11' II' 11 C ao'o0 00- 2 .00 42.41 140 Q ` f- 8�� 3ale 12 21.00 41.30 a E•, 1;T A- ��gF(iI'L SSt(,t9l c 31 15 18 Io 50.00 5�2 78 " N� �. ,� �. Aho TRACT NO. 13812 `�r9T Civic ,�`� gEE y w�` �f` �`\ APPROVED BY: DATE. s s 4 q 27. 12'51" Io"12.00 50�.It3 F of ca��F° oQ' •°N � 1 CITY ENGINEER RCE. �� / /" D cc Ir oo .� - NO. 471'51' 34" 1028.00 858.615 No. P�d d z �' DESIGN ECOMMENGED S 4v QAP SAT �'� I C SEE ftK. WAI.t p 1' 20' la" 1100.00 22.00 * Exp, 9-30-92 t�OTAIL On c7AT• 6MOTE: ReFr-,K To L-AnD5GAPE PLArry * M � ANDREASEN ENGINEERING CO. -- - - G 2°54' 35" 922.00 4(0.82 FOK 5TKECT TFZE5 ON Vbl'[*E DR- l C P A It (F+�'' `f tV11. e DRAWN 58a N. PARK AYE, SHEET ®- a H 4"7'51'34" 1050.00 8T-7.0-7 - s 'lf FC I � .Z, POMONA, LA (114) 623-1595 5 0 I P.DD z=GzU� TRIA.N �Rn/E• App � of 2 T.1.s 0.0 R, La /�t .� CHECKED �� DRAWING No. �,d`.� R.C.E. NO�s I VinTA6F, rIKIV� tz REMOVE ONCRETE RIBBON za I-t1 l Sc.tZI?'S �� e-r Ka~v�sid�► r o- App CITY DATE 9'/-F� FILE NO i PROJECT SHEET No..., OF . -' �� ?TIN S3 CPI. 06-�) 4s•bl' BEN AT TRENH G1ytAR ND NOvvArv48 EB Cel.oS.I�) • ,� �9.IGTW 3 m 3 W ti � � A 4 4�f4°�4 b10"NI�- F�l6NLANpAVE.,24'E.OFf ETiWA!`1DDA A �c 4 4 �¢ 14• �4 AVE,AT THE N.W.C.OFA4'x8'DROPIN 13OX dl ia o jli LL u: FOR DRAIN CLILVERT,SET5TD.BRA55 D15K. N o Via? r 0 W u V v ci ELEY.1432 f.12 152 r �r.>31 tw n.6 r $ `� 0a1 rwp, ft0SEE SHEET ( l�R t3ENGN MARK EQUATION 11.14 TW o 1 .47 TW C.D. 113 cis l.gOa�e��� 17•t�T W � t�.131F *4G TW o u .4o%IL o c&.wTw Z 1rc4L40 T� 15.71 TW 15.MTN + > �hq 1N J 15.�q rl- o 07. 5 r ul 1505 14.43 TW ` N U 15.12 TF 1.4dr� 13.78 TW s u o Tr Top of 14.45 Tr" 13�TF 13 I t 12.4 TIN d1 0 �+ o W $ �T 11oRrH GUR6 13•I l T N 0 W 0�RZ ,, 03.25 Tr S �r` 12.44 TF ll?7TW It.10 N �p� C N � r l 1.l0 tP s � _ 1520 I� N (0.43 Tr r , 0111(oTF 0. Doj.l� 1� N � me.Re ;;AZ TP tv N - J 1505 � r ! .4p° - 10 �j cPI.13.44) 42.01' Z410 + F 1520 e14 114 (el. IQ-A) " b N _ r s � Toll of v 14 ► s14 1l4 u SOUTH Cu;;;?, _%p G r 0 N f---- - N - ,Q 100.44' �G• + $ u Cp1. 08.50 � 1505 r Ciofft4 it 1.40%° + >� V �,/ +10 + f qpe� N O 4' o C + N PROFILE SCALES HORIZ. 1=40 2�� 22 23 24 25 26 VERT I=4 27 28 29 30 31 PLAN SCALE 1 = 40 NOTE : REFER TO LAN05CAPE PLANS FOR STREET TREES ON VINTAGE QR. J CONSTRUCTION NOTES PRIVATE 01*T011'I .--consT. 3" A.C. PAvEmEtTT oven 4" A.�. l N0? TO DE MA MTA MEd �Y GIt7) ,� GOnST. 8" GU121$ W/24'' GUTTER miz GIN STD no. lo4 Tt'}'IGAL D-- Wr?ST 4' W�nE SvEWALK rez cnY srD ro io1 ,t to3 -GOrIST Co' WIDE Got7G. GRoSt eLn1_ER PER GIN W to ? c 5-M no. Ioc•ACincwv s mnrot rrHtc c0m) (D-cons-r- Nanolca•P RAmP PSR cIN STD no lot �' D V �- p� , , 8 Gor1ST L•OGAL 0Et'12ES510n PER GIN grD. re 501 �- 110 In 112 $ 33 I 114 115 � 116 $ V_E 117 ev, �- k t9 dJ g itu 8 V� - O-GDn�T 4" A-G• AvemenT OV�fZ 4-" A •� '� D , I 3 !° U c1 !p � � � + + �• � Ifl 12 18 i S 12 C%je + a h x + a 40 qI 11 S 4, 10 jn,;TALL 5TR EF_'T nAm E VIE5n f'ER GtT,I 5TO 4of ~ + �' /� +i� 0I 13Ar>JU5'r m t-bLE To t� To dzatOE In tt � t -1 m lVi N N 10 N N co I I Z U �� t2�PAInT STOP Q STOP BAR W -� - - - 9/ N �J IN�rALL- 'lb I..F. 4r"b, 1mcT4N6tILAR M. rupAIJt3 t-' CoO. 'r,rz114. °10. '78.00 aD.00 =.--,T a82.DD ►1°x1 CPS.O� _ icy 3�� /,� '� D� ll /� WITH 1/4" W&U,5 C 1.00% MIR. - �, �. �. ,I3 of U �� r' 121 Nsi-AL1. ?•4' L-r- 4"x 8" IM T4N6UL&K M TUvMw6 W �. _ ; bo 60 J - - i 3 0 _ 4 l0� tiq� 2 0 .I �� p WITH I/4' WAUr L� (•Gtr"NitT �� �a N lJ 33 �9 4 �4 ^_ s d3 f , y. ® 35 ij �� ��� 9 N �� /. �' �z / \o �, c��2� i _ 6 /O t(1' to �- P\DJ 1.41 V.M.N• TO GRAt7E IsTpuc-r erl1, ;� ,C� VINTAGE �``� --- --- ,` ` S� "' �- sst � � � �' � � ,.- •---t �.�. � E f I �� � � * 9 InSTAl.1 STREET LIGHT 5800 LUmEn H.PS.v. F.SY S.C.E. Ot° STREET fER -- In 0 to D PAID Ano COORDinATED BY DEVELOPER STD No.�F05 �/ ti c9 h f° �0 `1. p -N �} t�°in '� 9 \�� / \�. �DK �v '� ' h �" ti �`1. 4�4' � i� 33 c� � �' � a ICiSTALL 11oT ATHROUGH STREET SIGr1 - W-53 G tR /� __ __ __ __ __ - _-- ___ _- u_ _ __` -C n5T BARRICADE PER CITY STD t10. III-A _-A - 8 9 �- -_ b 9 H- �� `` _ I 35 9 ---conST. EnD OFSTREET PER STD n0. 132 � Top I I I . 81 o• 6 m �J 2g �y d 5OUTHEt2'LY T12AG7" LII�E_ ' '' 10 -- 4 _ C6� Oi��CG • cv X0 T. ATL�K L1nE � �' I 3 0 ti To REl't'IAII'1 Ut1T1L CIEW UI E ti + WATEFR LlnF-S ARC II'1 6 c� I� ^� � 30 UPDATE CORNER CUT OFFS, + PI AGE IZ�a1JY r-�R N gC Iev1Gt: ~O V 122 133 9 k� I d (C 134 O u► 3 STDS., STREET TREES, DWY. LOC. C 8 A �- u Q g v nI n to v C , ; , V 01 a (`9 DL p tit/v 41 tl Z� "' .� ` GATE CI Y Iib 1•�f5 11 I,112,10 I� 4 t,aT 110 Q o + . , DESCRIPTION OF REVISION APPROVED. 4' ♦ Q x�� O � ` =� wipqnm MAln-rewc>: �� 12 18' a �`' N �r EASEmelrl - mAl11TEt1A((CE N , I -� L; I. CITY 0� RANCHO CUCAMONGA ll 22 42 AIL_ --2'L II ( t;DhE�f!✓Iff I I 0t 30 30 44 l�AR` l�0'fy 122,I'j9j1 - � t ,`" � 5 �� b` 1.015114-11$ d I II' u' If II' 3 11' IC ll' 11' 3 corrr. �• �m�. 4' Ganem ��t , c',V1� STREET IMPROVEMENT PLAN FOR 17- I kv N SEE SHEET 11 � CA?-,L7 OF Chv�4��` w 2`/4"GLR GUK15 GUR�/E BATA _ II' Q' 22' 1' I �A m mafnt,�� VINTAGE DRIVE - TOO 8'3EAST,EOF BRONCO PL. ST OF ASCOT PL. 3 ft4GK MXTl;NA[ it t7ELTA RA01L15 LEMGTH I CLmF 17A 17C6 4 Q 4 4 - 9WACC TKf_ATM tr1T - - ® 4 4 I 10 THE A�ROVAI. _� b'wlt� lSLA�K OA 90° 32' 20" 27.00 42.<07 I ll Il 1l V^ SEE t3LK.WAU- V� A'p G(TY n. NN04 PAK* e,e," ® Sof° 27' 40" 27.OU 42.tCn /oma SSr��• TRACT NO 13812 0 a 0 a VF_TAIL--TNI 51{99? 0 v 0' �' 0 �o Ati �4� - -nom c 31° 15 18 105o.Gb 512.'18 4' �,�FP� ORF�� APPROVED BY: DATE: „ -- -- -- -- - - - c �� \"J 4l° 51' 34" 1028.00 858.fo9 4 ' c� ¢. �r y', Q ,. � _ CITY ENGINEER B>/ Po� RC.E NO ,.�r 8�? 10'1`2.010 251,07 I � M� N� � ' ( No. 8205 z �i DESIGN RECOMMENDED TI.• L.0 K= >'�O TI. = 11.9 K A7 `413At ? C GOnT• t2 cls. F 103 pq 27,no 43.'14 r, -- _ `*\Exp. S 30 92 �/ 1111.j,. AI�QRE ASEItI EI'tGi1111EiRll r CO. 04A - Vin A0� �I\I V L 4� DRAWN SHEE T 1nTA6E PKIyE 3-3 6 71 41 " 27.00 33.'>i''i 2 - Olvv,, a 0 N. P .RIC AVI_, -0 �f of c�t� popoNk_ CA, {714) x,23-15S5 t H� 41° 51' 34" tY�50.00 5�1.07 T.I-` fa0 R� bD � G•Z � ,�0 OF BLOCK WALL DETAIL 27° 1�'St• Io�2.o0 X9.10 vinTAeu PruvE 5>:e l�LK• WALL vETAtL CHECKED DRAWING No O TH� *m5mT a'°`�R C E NO �s / J tco° 3C0' 16" 1050.00 304.2° (JIT DATE �-1- FILE NO- . 1 / PROJECT SHEET NO OFL4�13 -/l BENCH MARK NO. 148-B on ce• V AT THE N.E.G.NI6NLANDA ETIWANDAAVES., 6 42.41 "'N'f•H1614LANDAVE.,7A E.DFl-ETIWANDA 0 4241� (PI. 06.44) lel 0 AVE.AT THE N.W.C.OFA 4'z&'DROP IN 566, 100.00' V C 0` a 4 m O P I = 1.22 S (Pi. 04•°,11) e a f -` FOR DRAIN.CULVEQT SET STD.BRA95 DISK. �' 6' -' t o a a� e t a _ ELEv.lg32.b12 t� U N � .t 6` SEE SHEAT l FOR BENGH MARK EG>!t-IA710N • � 8 f � 41.30' > 0v � > � r m 0 � (P1.�88.27) m ca C14W:M N r N A4 00) mo O_(IN in N Mi 0. d d 1 _mo' U A/ d o i ° c ° ° . (I-[. - - N _ A. LA-1 �U: , U n.6T 8 hD • U_j d► S M 1525 Q ° Ut Q WEST o - 00 6000 O.CD C M M Q �j � C N i b + a to c0 ItIB IS 6 N a OD +m' (o M 0 1490 40 . c.t�. o U) - N + + TOP OF di r ICi2.10' C. M WEST Gt6 V 0 _ (P.I. 01.41) 60.04' V.G. � M (1 � A•2o�O a 1c (r?I.10. Cv3) "• , '�� 1525 c V > J U n.G. 1T 4 r r �" �Dp = �' t 0 t9 0 1490 - U O o 0 152.10' u (pl. Oil.19) W r t9 + • r � � � r (e I. so,80) Ili TA,n.GK (P. 4441' U �q °t° 1525cP ) 0[ - o 42.41 N + U � Nd 14 IP a Q N 6� n.6. Am J (P I. 16.41) _ _j EAST >td t. c - + cA Q N � � di _ < W � � , `° U� N + � v + C� t� C �Q + A O 1' 1490 ' o , V - � � � � o �' r � �' � � N �' c��' r M •4 O + TDP OF N p 6? cA EAST CURP� - �°i°r•�° PROFILE SCALES r HORIZ. 1=40 + °( • I Q�v$.71 On Co. r ° 3 4 VERT. 1=4 5 6 7 8 9 10 PLAN SCALE 0` S IS 1 = 4 JCC, // tj _ o+ oo N . ^ /m �� 23 SEE s K fox o x� 4 11g 18' CONSTRUCTION NOTES 8(o.7G 2S 22 �2 0- GOn�T• S' A.G. BWF-MenT OVER 4" A.&. c� Gam) 2Q -Gonsr. >3 CLAM W/24 GUTTER PER GrTY 1;Tv. no. 104 u I � Imo- � a PltiT TO iAA1n GonST. 4' WrDE S►pEWnLK PER ctrY STo. no Io2 *0a 71 j V / 5 W ¢ c 11vT To be A+tallTraml:D ��P 85.90 89 21 O a-GGt'1S"T'. Goy WIDE GOnG. GROSS eUTTER PER CITY STC). ♦• J�. 85.23 TOB x.22 7 U VI 0Itz d! :o no. 10SA(MCLUDE$ MOnOLITNIG GUICi3) W u) = U 38 I 37 " U � GOnST HAnD1GAP RAMP pER. GIT`( STb no. lot- .219 ??' / ' j 5'1 8 b _ � � I� � , �� � 3 � D--GOnST. DRIVEWAY APPRoAGN PER CITE( OTD no. 101-A �4 1.90 9 �O ((yy m�� 7 I =� 7 �• 14.1 I�1q $a--GOt7S`T• LOCAL VEFPRESSIOn PER CITY $�. n0. 3o7 2 V v I y - I •/s A N ►n I ,� o �, p �-InSTAU, STiZEET L16NT 58�LUR7En H.P.s3.V BY S.C.E.•�11E �- ryp a`j',I = m � � 0 to In STA _L SlIzEET nAmE= 51611 Peri GITY sm no 401 I + II 1nsTt&I.L STOP SI611 PER G1-rY STD. No. 4ol-1S /0 �► d + IM 12 SOP 6 SToP oAR S �' 3 `� • `�I 0 �ti 46 -� � "7 `�T � „ a--P4 I fiT T , Dc - ° N r °? + '` 3I t� - I �-AGUUST WATER VALVE GoVER TO 6RAc>E /k n lul 5 �lfo �.r 0 p, ° 110.00 +�3 l0 I +,�!�° 12 10 4 �r-AwU57 S.m.N• To 6+eaoe O�A�V m 122.x'1 ti A 230.00 e _ lT @) Con5T. 8' WIDE COnC. CRO-55 GUTTER PER CITY 5TO170.loft-s(K,L-al') 0c T 24 ° c ° Ops J _ o 0 :f,' .o. � 11JSTAU. IN l..P. 40Y 13. 9rCTAN6ULAr, OTI.-1-UNNO WITH 'A'Walt /�0 E GO -- ^ 4 _� .. \✓ Q3 (� �u�� w v C 1.00% MIN. 90 L� ¢ l9 n h h 2 9 14 i3 m' X' � ti ti E N m o�' �v o�ti mho s c'o oma'�� 15 � tea, 9 (0 TRAILS _ AVE. o � 0 4 9` h��� A c 'AF PAID An D COORDI nATED BY DEVELOPER L, i a�w X56 8 - �- � ~ - P^J­ 82.44 9 IT7.1-7 13�.00 10 135.00 ?� ��' ST in �.�V 16 D N/w GU RST v;ZN Y y S- � I p � r9 � 25 4I� m + � 0 � N ° v �m\� v 3 Q © UPDATE CORNER CUT OFFS, c' (A11U aQ F ? ? ' I W STDS., STREET TREES, DWY. LOC. C 8 A d�7 7 zuj > I� 30 DESCRIPTION OF REVISION DATE C r 0 • N � �I O - � APPROVED. 27 m 28 29 N u, 14 2s � N +� 4' 4 m CITY OF RANCHO CUCAMONGA d. 3a a STREET IMPROVEMENT PLAN FOR 1 CURB CURVE DATA SELF SHEET 8 f . GOLDEN TRAILS AVENUE- FROM VINTAGE DR. TO 125'�NORTH OF COLT DR. toELTA tZAt�lUS LEI1GTH ® 90!00 OD" 27.00 42.41 ® 87031' 12" 27.00 41.30 4 TRACT NO. 1381 © 48°24'54" 300.00 E53-50 Q LEGEND FOR STREET TREES t �� ''" ��` / �:� •' r`C �y ���- �� p�� tic APPROVEDBY.' -�-C DATE: 24 54 282.00 238. V4� CITY ENGINEER Z21�.-.g-�� RC.E. N0._ y c A AFRICAN SUMAC" 20� O.C. - 47 EA.-15 GAL. RHUS LANCE _ a Q Z 1 o DESIGN RECOMMEND D 2 18.00 Z G 8.l 1 4 No. S2O5 I 48 4 5 E 3 P 4°35' oq„ 1po0.00 80 04 Exp. 9-30-32 ,� / 1a1.�.. �5p i1 FOP- Exp. ter. clvl�- At�DRElt��'�f E�V�I�EE�If�G co. ��--- Q 4'35' 01" 9 82.00 '18.60 y��. (1�� J'j CIV1L �� DRAWN S$El N. PAfi1< AVE. SHEET © ¢°�rj' Qq" 10113.00 81.4$ _�nIIE 7jf OF CktIFaP�'/ _ �� G.'L Ppmr)�I►�A,,CA (714) 623-1595 7 of CHECKED �C � �j� DRAWING N0 ' - -- R.C.E. NO � J , CITY DATE FILE NO- ' PROJECT SHEET NO. OF • b148, BENCH MARK NO. 148 - B AT THE N.E.G.H1(&NLANDI ETI'NANDA AVE9., tj 1` 100' V G• W'NIf-HIGNLANDAVE.,Z4'E.OF t- ETIWANDA V 0.1. tMy51) AVE.AT THE N.W.G.OFA 4'x 6' DROP IN BOX FOR DRAIN.CULVERT SETSTD. BRA55 DISK. ° 44.41' 00 _ U N 'I) 00' (Pl. I7.99) ELEV.1431412 7 (P1.4'1.53) W 7 ° h/0/4_.N4_ 5EE SHEET I FOR 135MC14 MARK EQUATION r u r w +s N - °/4 4 '14 °l n.6 AT � gN g r WEST It 1` �' '� 4s 6' 11G. 9� �• xr 1550 152 % 0 rvgrH k 1520 WEST It Q u _ 4 TOP OF O.�oO°lo .`° Tot'Or7 0 � N M Cf' t?D�{TN CURB O 4. 0 Oc0 WEST CURS, til P + r N Tor of `' O II N °�. INEST CURD 3 I° vL- U1525 N �t u + N > w g $ o o $ ^ 50' Y.G n.es.o- Q $ n•6.L� U (P.I. 4Co.19) > 6� $ c_p v p • 6' 113 V Ioo' v.c. o° ° o �' 1550 1520 ° ° o ~ o " o �' o N - 1520 + u = J (PI. 43.34) N r �' 1,7 1�f21 4 + + o �} n.9. AT 02. 65 N FS. U M �' N �, o...ceool;::t 1525 N p i $ Ton.GR. 42.41' (PI. 1a.'h0 N 4?.22 (PI. I&A-7) w g si ° u n.e. AT a v sla °la °14 °� D/4 °/4 ala °law S o IlW EAST f� V Re- AT $ EAST CNP) N Q U O f1.G. Ioo' V.G. TOP OF EAST !� �a.�o on cs. 11 ° 1550 1520 r �s o o 'SOUTH CUS0 1520 (P.I. 43.51 - W o N M AICA DE P, I'11: I TOP OF 6' Top of - �}' EAST CURF5 �i Ap°b EAST 0JRF3 _ ( 4 dJ $ 1�{►' M + 2p•�! 3.52�• t1. . bT 1525 o N �• ° � � -' Nv o >� � � �° T°".�. 6�xrn-1 N o - 0 r � � N � / t° 0 '• >rAsTCORP) PROF1 LE SCALES HORI Z. 1=40 8 9 10 II 12 13 14 VERT. I=4 0 1 2 3 PLAN SCALE 1 = 40 �j 5EE SHEET 18 ui I' 1 oC + �I 35 WI 34 r LLI lQ 30 -7 24l 118, 15' i536 ir 45, W r' 'A + N to O R1 I I v 4! to } +C4I +I -� Ir N "' I ��/ ' V fill °D V O ± N j�1 RAT a4 �i a I N + + 3 I 82.4 4 151. 10 \ 3 tiA 3 { AQh 03 �A�ti ?• rl d a" X 00 J \0° w O o ° o 0 0 0 t- - 4 �h O QQ_ �h`'479 TRAI L_S _ AVE, 'e �' ,�'' �,� COLT DR, O iA '►�\. w ?? GOLDEN Ih ti 1x^ F a��� I W „�, 2 11 - � �� I A ^�,�^h - i - ��!� KOl _ o -- -- +.. o 7 3.50 58.5 138. 5 �� p ,hv. no ` \�, \ 15 5.00 k � p�A� k p F- >+ O W �� ite V ± 4 �1 ±r� �� ml 3 0 U 29 V � - UA. I ip 31 32 ? 33 '� ►2 113 IS , 12 I_+ WUPDATE CORNER CUTOFFS, STDS., STREET TREES, DWY. LOC.0 BA ,_�•�a ' F + �o Kll I . 1 5EE .`SHL-'ET 1 DESCRIPTION OF REVISION DATE r Y APPROVED. CITY OF RANCHO CUCAMONGA CONSTRUCTION NOTES STREET IMPROVEMENT PLAN FOR CURP� cuRV1= pATA la--const• S�A.G. PAv5rn5nT OVER 4" q.�. GOLDEN TRAILS AVENUE- FROM 125't NORTH OF COLT DR. DELTA 1�AI�1 U5 1.E-I'lGTN o--�nST. a GuRI3 WI-241t-- 4" OUT e � ny z crvm no. to* ® TO SUM M IT AVE. 4a-GonST• 4' WIDE S1vEWALK PER GrFY SM rlo. 101 it 103 ® COLT DRIVE-FROM GOLDEN TRAILS AVE TO 200' q 0°Od o0 2'7 00 42 41a--cors r Dz n/E v4AY A�"tzoACH PER (711Y STO rto► 101-A ® EAST OF GO L DE N T RA I LS AVE. LEGEND FOR STREET TREES ® qo-Z4' 34" 7--1.00 41Z-G0 �-InSTAL.L STREET LIeN'r 58AOLUMEn H.PS.V BY 5.C.E. , PAID AnD COORDInATED BY DEVELOPER It InSTALL SToP 6160 tER crrY STD. No. +oI-g ® �� -�� TRACT NO. 13812 © 89"35' 'Zr-- 2T.00 42.22 g) --PA inT SToP ESTOP 13P&R Q i ��r RCS E.,�� 31 EA- 15 GAL. RHUS LANCEA ''AFRICAN SUMAC"� 20' O.C. 3 P� �� �1�, APPROVED BY: °� O.•C( DATE: '�3AOJLISWATE2 VALVE CoVFR TeiZ4PE R.C.E. NO..`�sl- `1G 40 35' 09" 1400.00 8D.04 CITY ENGINEER BY I�- AM UST MA n HOLE To OfZAVE �� ' �> `.a y" � • 8 EA - 15 GAL. SOPHORA JAPONICA "JAPANESE PAGODA TREE"0 30' O.C. 0 4° 5509" 1018.00 B 1.48 ZI IN�� 31 i r- 4'.-6' MCTA.N6ULAR 5TML TU5109 �� .� � r• DESIGN RECOMMENDED ,. M r• No. 5:x.()5 AW)PT tSE FN�1N RIN �• �'�r-t° �''Q' • WITH WU LS & 44. N F G CQ.. O 4 35 D9 9 82.00 18 MoD W 4 I GY�9v M Ex; Exp. 9. O.g2 �' 5$0 N. PARK AYE. II�hT 35 cc_%n5T. BARRICADE PER CITY STD.no. 131•A ®-GonsT• Bnd OF STREET -mm{., Fvrn''G ffR GITY 5717 No 132 ® sr C10. �>�N- ` sl C1V1:o ! DRAWN POVONA, CA 1714) 623-1595 SHEET OF cPoi Q q/EOF CAOf�/ G.Z. 8 OF2Q - �Q "_a4-&1'_R.C.E. G��LDRAWING N0CHECKED N /// GIY� DATE q�l y FILE NO- - / // 7`�` PROJECT SHEET NO. OF 11 BENCH MARK NO. 148- B AT THE N.E.G.HIGHLAND 4 ETIWANDA AVE5., *vm' Y.G. on Gfe, 4'1'S0� ' °� 94on•6*• &&'Nlf_HIGHLAND AVE.,24'E.OF f ETIWANDA OP' AVE.AT THE N.W.G.OFA 4'x S'DROP IN BOX (pi. 18. 4) CPI• iCn�05) (PI• IO•o4) � FORAIN.UJLVERT SET STD.GRASS pISK. -TG.�o'a, t,�.�sa' on CO. R D loo' V . °l4 °14 14 °/ °la � (PI. ELEV•1432.(0l2 13 - n.6 AT 13.4o' .c• on SEE SHEET I FDR gTI L N NORTH It V (P I. 07.33) 42.41 RK U > 11i Y.C. v EQUATION N m ouc r` k) °4 Nsz V + >L _ Ll d� dJ N � � � U � 9f. U ToP OF d' � r r �► p ,� r to 6� n.6. AT > > U tj tt1 '6' �' 1: _ U 7 f10I�TN GURP� t' m W 6� � + - ; cfJ 6� + nom Vi d� l9 �( r - - - - dJ Q ? % 41 %0 N S ciJ t9 5 20 1.00. t9 %9 r r r r cAp _9- g4z gm 14 $ _ � � �' - m ago o p rk •. 61 a - N N 1- 4 I�dL•�S' V.c• N + x•92% N Go.'&2'v.G• w.'t12'q.r'. 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I,aa.T1oN or 2'�i � - PROFI LE SCALES HORI Z• 1=40 385. 7' On 4 5 6 7 8 9 VERT 1=4 10 I I J 12 13 14 15 16 PLAN SCALE 1 - 40 V' T t5 a� U 7 �g, 19 12 4' �' ' 91 SEE SHEET 7 i 30' 30 11ij ' ' g 7 0 b 4 > I �� o, 38 0 5 12' 18' Ig' 4' • I 00 o ' 45 n, N 49 0 48 47 46 0 I 3 V) N i Q 50 0 + 001j , n x Xro� + o �I QI N 1 `� '� o''to w O 51 , �co "� � 0 p _ 0: I cv 40 1 + �i O N ��. (yJ * 'I ,..,. • 1p8.57 9.55.... ill,. w W 4 53 52 pI o�„ ti +� , _� \,� .0I o 40 > oaf + I - _I� a Q LF Y O. - W o K1 �I_ Oto + c � N 00 + l0 10 \�\ • �- �� �(0 � cr r Lu t9' +1„ r It I 3cq.b5 50.19 20.00 rro5.00 5.00 GB.� 17.00 48.00v ry d0 $ �y D� tC 6 6 Q A X Q_ o �J {' 3 T. , r Sm p d ��� 0�6 \ 2.00 72.00 8.CXJ 22.On 4Co. a� D� 2 14 R� ^ti E ati l� • ?.72 '�' t0 °� M s h Ln l9 �G - _- -z--- 3 °I HORSE UJ % oc� pc �, NIS p y t0 - R - ^ - - - _ - p _ - - > HIGH - �� _ _ . L - - �_ W _ - _ - - x -- --- f - p 9.56 9 4 \m. • I �5 Gc; �, STOP 3c.. � . ,� 3 Z _ 4 Cob - 21 V . '`� ''hey j o � �R. � � I W LL . - N . - 0 ` JL.�` '- =� ' ' - , 2 c 1� ' it'.j� j -I- / • kpl 0/ 4 c� • - - - �� ` p,L �q IOC 1p 13 00 • • �' J uj 00 + t��- °C 3 0 ti °I 6 N 78.E _ P,G.GO 73.02 I �- tD zu do '2010 3 119 0�16- O Q ( 120 �, rd ++ Z 0. I i � a+ . „ 117 4 M 0- 4 ,� `� 5•oo SEE 5HEET 7 � 113 ' 114 � iR'a 115 116 �� � p" �� I 19 0� � J � "20 { t+ ti� 30 30' IP oma" 3� 3Q UPDATE CORNER CUTOFFS, 3 .9e 5EE 5HEET 12 �,,- STDS.� STREET TREES, DWY• LOC.C 8 A CURF3 CURVE QATA 20 -*b (1 7 DELTA I24.1DIU5 LEnGTH 7 ^� �� DESCRIPTION OF REVISION DATE APPROVED, a rs° 3�' 4g" 282.00 70.00 CONSTRUCTION NOTES � m CITY 0F RANCNO CUCAMONGA 3 15° 33' 44I' 300.00 81.4 1 I�--ConOT� 3' A.G. PAVEME►Tf ovr-re 4" A-5. T GU 15° 33' 4'I" 318.00 6co_38 2a-GonST 5' cams ry/D" OU 11 F tyre 11Y 9rn no. lot ® STREET IMPROVEMENT PLAN FOR O qp° O0' 00" 27.00 42.41 &--GOnST. 4' WIDE Sl FvVALK Pere GIT STb rb. loz A ® ,v SO- GOna l" Cn WIdF GROSS eurTER r�ER crTY STD t7D. 106-A q� O 2° 40' 24' 1018.0 47.50 (InCLUt7ES moncLITHIC curs) ® .� HIGH HORSE DRIVE- FROM PREAKNESS PL. F °13° 14' 47' 27.00 43.q4 �-G0nsT HAnDICAP RAMP PrR cmr S na no. r o2. � 7 TO GOLDEN TRAILS AVE. © LEGEND FOR STEET TREES � �a_conSC. nRIvEWAY APP120AGI••I PER CITY S'Tf7. no. Loi-A® , C� 81° 47' 34' 27.00 38.54 B cervi'. L-oGAt- vemEsvon PER GIN cm. no. 307 22. 29' 05" °IB2.00 385.37 9a--InSTALL 5-MFE T LI6NT 5bCOLUmEn N.P.5.V BY5.C.E, PAID Ano COORDinATED 15Y DEVELOPER 7\ TRACT NO. 13812 ( • ) 62 EA.- 15 GAL. PYRUS CALLERYANA BRADFORD BRADFORD PEAR'AP 20 O.C• Io InSTALL STr2EET r7AR'IE S15n mrZ ci-1Y S'TD W. 4ot ® = , � 3 _��sslp� I 17. 04' 41" 1000.00 2°1x.07 < <c APPROVED BY: '1 DATE. ���15' 9e II In�TALL $TOr S16ti1 PER GIN $T�- NO. 401-6 ® ¢`� `r. F Qr '� r rt J 14° 5I ' a2" Io 18.e'o 2a3.8C0 '. r O{Z c--PAlI'iT STOP 6 STOP t3AR 4, � ?, ���•?,� 0�'\\y B�/ /�t,(,( p � /- �, s i�, c„ c •�r. CITY ENGINEER RGE. NO.,�� " Mj At7L1lKT VJAT1=R VAL�/E COVER ?b lG3RAt�E �: �4 �i `� K 23 02 25 282.OD 113.40 �� �.o p- l,:. DESIGN RECOMN;END D o " - ---- - *-ADJLrT S.M.N. To e.A� EXP 3 t r" z l Y J M.L. poo Na. ,�20,, AN�RE�ISf.N EI�GIf,E�f Rlk� Co., P. 40A�t� �R- ExD. 9-30. ` 580 N. PARK AVE. 1.� O 23 02 25 300•C,Y� 120.rv4 �t �t 1 �� { - �--• GOfIyT GOt1G}CE'(� RtlP00n To TNt:�A'fwiPAGT10t1 DF TNS G(Ty s F � '� O 23° 02' 25" 310.00 !27.M I;n(oInF.CK ', I2' WIDE, b" TNM; W/1,150 DROPM FInlgh- /,QlF CIVit.\EOQ<l� `� c 1. , , DRAWN F()U.0% CA (714) 623-1395 SHEET N 5° 24' 24" 1000.00 014.3(0 OFGAI / \lV lay ,�, Z 9 OF 20 ��F GAt.►�_0 � -:" �Q _ O ZZ° Z`i' 05" 1000.00 3�i2.43 CHECKED �/1�h^�R.0 E. N0� DRAWING INO GIT"Y DATE q��'�y�t- FILE NO PROJECT SHEET NO. tel' OF U 4f.I5' (�. M-SQ) 6 ' onj GO. 4�.coo' 1•I'I' z too' BENCH MARK NO. 148 - B I. 64.82) AT THE NE.G.HIEPHLAND 4 ETIWANDA AVES., U U WN/f.HIOHLANDAVE.,Zi 'E.OFE ETIWANDA v U e °/4 e/4 °/4 °/4 Ab e/4 A/4 d 7 ' •G• AVE.AT THE N.W.C.OFA 4'x8' DROP IN BOX W W V (t?I. W9) FOR DRAIN. CULVERT,SET STD.BRe455 DISK, 0 ►'- n.6c WRTH It4 N 6� 61 j _ ELEY.143Z.fol2 f 490 0�' - r p r r $ e e/4 ,e�4 : 4 SEE SHEET I FOR WNCA1 MARK EQUATION r s r �9 ee 4 } ,` 5 a� - aF �i�.4�°° g' nor r� wR� 0 It x.20°� �.1� { 1485 N s�- ili 9 ;z0.(00'� °- ap dJ �= 100' .0• i4o00TAN.6R. r cA j (P.I. �G}.CcS) 100' V. . IlLb .G. Q r 0 1490 to40 a tp m 1 Ill + On C6. 55. � � >5+ ,�9 � 1485� N oa too' V.G. 1490 _ ``l� - w CPl• 0r�i.91) V `}1 t5' 'fAN.6R. n.6. 2 �vTi� 6t to ct, °/4 e/4 6/4 JN4 + O + M 1.20 n' 0 N � r V3 N N - V + �v _ 1� TbP ol= 0 d� 1485 �1JTt-I CURP� •d. . GAO% 2 A0% . TAn 6R t PROFI LE SCALES HORIZ 1=40 ' 10 I I 12 VERT 1=4 13 14 15 16 17 PLAN SCALE = 40 W w SEE SHEET .3 f EE SHEET II I SEE SHEET I) � �5 30' 30' + U 301 30' 1 11I ' 12' 18' 18' 12' _ 61 sl 12'It 18' 18' ,e Iu K tYl of 1 4 1 0® 4 a 4 } 4 IsQ V Q, , ~o 1� 127 128 I J 139 143 w v to J ��oQ r II s ' M - L) 6`+ ' tr� l>i 0- 406% S F° \Fi 4 Q b ti e9 3 F >0 0 + (NOT TO CO MAInTAin6f7 by CITY) ry�'IGAL• u 0 �,• ti � x a 3 0 35 i 19.44 �� ?oma - A7 + �� , �`0 17 22.3 • . • •' 120.9_2 4 1Q� ��- FI r2 r IIc.IS �w= 16q.so a (co �s9�6�o ��9 _ \SECRETARIATi� 'h. ��; �h� TO���a 2 IN 4 O -9 E �_ 9 r3' gA RR.I CAS � �9' 9 �� _ ,. 6 9 C� 1 DR, i a 25.14 �- 2a.a� G5.0 42 04`. tI REVISE GOrZN2EDF A5CDit SEeej C -AAT S- q I•d/ g � � p N 01 .4(7o �'� Q I N ST AL t_ ST REQ T �-�G H T L 1 T 1 H L+ 00 �9 W ry � �' i WRE1I/SE .I-,;COT PG. ,4AJD SEGKFTfC/AT DR. /iV7-E/?5Ec77CW p- o° � Q + xn' p4 Ir _ 3 � �� V N 3 _LD _0 , Q ©UPDATE CORNER CUT OFFS, STDS., STREET TREES, DWY. LOQCBA �' 1 Q0 � A;� 0 + �3 + 4 q' to 4' 16 CITY ►� 0 ,�� o N + ,t Z + 'T V 3 ' 1 DESCRIPTION OF REVISION DATE APPROVED. o�a� 144 145 .° 146` 147 148 149 150 7 151 152 153 0I 2 18 IB 12 Q ®0 CITY OF RANCHO CUCAMONGA 10 EE 5 EE i STREET IMPROVEMENT PLAN FOR GURB GU12VE PATH i W * cx;; 12 / - 5� --00 16T.€R9 AF 43TREE-F I GonsT. Sl A.G. mverrvnT ovErrz 41' A•6• OE LTA r2ADllJs LEfJGTH - �r'�r ctvl� „ SECRETARI AT DRIVE -FROM 35*-WEST OFASGOT PL. Wf 8 --PER, 5T0.-n0-4Q&-��- 2O--ConST. " GUIeF3 ?�J" GUTTER t'ER n G1TY STS. o. I04• ® � �7•r�23" ==2'7,OII = �.�T � 3 �' F OF CAt' TO STABLE FALLS AVE �F" _ C �.o PAINT 4" --SOLID DOUSLE ®--CoriST 4' 1Mt7E �I�e�AI-K PER GITY S7b t'10 101 a 103 ® 102° 10' ;b-7" 27.00 46.15 � � � YELLOW LINE GOnsCo T• ' WIDE conc. GROSS FUT`r>✓I? PEr-Z crTY M- � _ 0 6l JuSTALL W3 Aml) W6(I6) Sl&,6 no. 1o6-A(IrICLUPES ITIMOLrTHic GUTZ13) ® © 140 411' 07" 31S.CIO 82.2:; TRACT NO. 13812 h - rfs �l N p w5� �LT� -c,DY�ST. H4r1DtGAP RAMP PER GI"tY STD. 110. IC1 ® n I4, 4q, A7� ac�ao -7� �, 03 LEGEND FOR STREET TREES (a] t 7�-ConST rwivEWAY APPROACH PER GITN' S7D. no. I o I-A ® `� Rt��I SSS - TY� N baa ws7�R ) „ , ��°Q 6�, M;� a�� APPROVED BY: j DATE: t4° 4�T' 07" 282 Gh �2 °I3 • 23EA.- 15 GAL. PYRUS CALLERYANA BRADFORD BRADFORD PEAR X20 O.C. �� q,'� a''v•;� CITY ENGINEER B GL�C.0 RCE. NO. ��'P� ®© _ ZjryrAlt �-GOr'1S`T- LoGAC. t�EPrZ ESSIOn F'Erz GIN S'Ta no. 301 ® E a-If1S`FALL STREET UeHT 56GOLUMEn H.P.S.V. BY S.C.E., PAIDAr7D COOROIr1ATED BY DEVELOPER F ID Ir1STAU. STREET nnmE Sion PER CM,09TO ro. 401 ® e n + NO 820 x` DESIGN �'► alt RECOMMENDED ll mSTALL STOP StOn PER GITr STD. No. +ot- B ® 6 8� 21 2 .00 41 . 17 Ir1.L 580 N. PARK AVE. II T 4c Exp. 9-30-92 * g-- PAIr7T STOP A STOP F3AR q LIQ°QD' 33" 27. 4�.�07 \ * DRAWN PQ QNA, CA (714) 623-1555 SHEET Ig, -A0JUST WA.TL=R RA.D VALN/E To 6E I 6-70 Ill' 27" 27.00 41.15 LIST 5.�A1-t -ro IZdO� SslqOf co�"�' G L (0 pf 20 10-l4 4ru 6 iJSTaS.U. LP 4',,8° r? Ta►.1C UI,AR STI-•'rUSIW6 WrTH ',�"WALLS Lf 126 MIN. R CHECKED./ O DRAWING N0. I �j R.C.E. N _ --COn5T. BARRICADE PER CITY 67D n0. 131-A _ G Icy• DATE FILE NO 1/Z,/ -'� PROJECT SHEET NO. , l OF 1 BENCH MARK NO. 148 - B AT THE MEL. H1614LAND 4 ETIWANDA AYES., 8 Nf S- 416HLAND AVE.,2A•'E.OF f ET1INANDA , V AYE. T THE N.WL.OFx A 4' B'0ROPIK BOX too' °So So) N p N FOR DRAIN.CULVEIZT,5ETM.BRASS D15K. 6 r 50' V.C. 42.1&' J .f ELEV•11432-Wl p N t� N4 i ek ik400' V.c. > on MI. SEE SHEET I FOR rj b1 64 W s� p 0 s G BENCH MARK EQUATION C ) 1 X11.52 6 N U on Co. - 41.(4 j W a r � � c0 � b1 • �t � �J t' . W , � O oU.,o ! ' ld.Mo y{4 &/4,- I4�Cc►l4Ca) ► J on . n� GWE5T u1515 U �Or 6 � �, 1505 'C $ e �� 1 A�°° O r�' �; �g eQ � N � N Q• ON - N0 1.04 °/ � r _ J p . - +R r It r / I Q O p Iq •lr TAR.6R. � � �j + + p + + •t u Tor of W65T CURB w 6, . o "w I tv,.ct3• 1490 o.C,."3,% giue W r y�- r r S IGto' Y.G. 8 � 03 + �� N 1 �` 4� N • 7.15% CP ° ) u o + o - >� TAn.6R. > �t V W t u 1505 + - 5 t t IZ' too vc > > l•°r�% _ �' } n6.� g9 ,� `� N N 1r CPI• a�.45) Il; m d Or 8 N i9 cA 0 �° �• V D O U r• + } N � U• �- > 1490 g �' N N �- r g - �, on c13. 1 90 J + o �� 5o V.c. 4�.�1 + + + 'T g lz 0J. ;;�4,Lkib , o 0 0 46.15 W 139.5Cc) fl t!_ �• N _U on ct3.u � + - 4 s r - 1 2 sb 10&-vc. u 1505 � � `� 41.t7' + EAST U TLIP I Dd1.0 -/4 N/ d/4 A too' V.G. •� /.�`` 6, �- �j p a + l� � R U 149 y� ��•I• 1490 v �' ° '� + s a 0 % •004 �.5ox M o 2O Tan.6K. TOreV FAST CLW!3 PROFILE SCALES c x HORIZ. I = 40 12-50 0 I ° 2 3 4 5 6 VERT. I : 4, Y- I 2 3 4 5 PLAN SCALE SEE SHEET 0 I = 40 SHEET 10 1� 7, pl I� I II' I 22' 22' II' 0 \ 4 tY 9L 1� 5EE SHEET G 4. �► 1 rr o' to � `W 12 � 1to 113 I 128 129 130 r 131 v a N � 132 `� 133 0.1 T o 3 y:r 61 �1Pf6 v `A ,�`� Qom• Al cn p '� 3 1� �N (� O c(1 O 7 D N I �1• �,• o` i r N V` o NO GR NEI - T - \ ADING TD �E N }'ARICWAI� + .} + D D' ¢� c9 0 \a .3 d ap �9 ,v \9 t� + + 20.43 •v� , o, ,� OR IN pKIVATE PKo ERTY UNTIL � �v in � . , !� L� _ c9 + t� + N N ? 1 + ® WATER LINE NAS lSE�N + + . 3 �'�' h I o 3 _ 3 t<1 I .� g2 '�. 9 °g'L 3� ?'t AgAKG2�NED• � 3 ,t.1 ti� 0�� ,o � � 4 - W G„ - - 6„ VV �0 Go7. I q 72.00 78.00 4 13.30 21• 9 +\� 9p� • ( 6 p o - � - _ - - -- --- _ 0O � 12 10tO� � FILLY COURTASCOT PLACE. 31.E -- -- - -- - - \ � Dao^� � I'Ap ■ � ., r � . �_Y. �� _� v _ c '� -1 r4 114 Qz- 4p � -� _Y�_ _ �1..�' -•---t-__ - - I � 1 O+i ,�`� rho` - 1 E I/ Ox" �.CX 80.GL� ry 4�. j 5q.co �G.oU P 70.E 70.00 2ro_18 - -13 70 2.00 70.00 x V dl a3 \ �M ,� m gyp' 1!" 22 � �9 3 +fah 3 11 33 ? � � oC � � � W 0- 11? _ � h m CD + N ;o•I it „ t2Ev134 127 126 122 +125 4 123 C3 E CORNE12 DF ASC T lS2 �� � AT r- ,v� w U115 N ] ? d " REVISE -S A6607- PI - eceeTz;n/gr VeivE 0 Q 1 15 u 139 138 1370 136 N 135 z 3 IN�RS�CT/D/Y is/0.00 r 7 7 7 + Z w + L'J 7 + ml 0�� O L-I_1MIQATE TREES , ADD 2D %p > (1) 7 DWS ASLOT PLw/S MEP JO-Zo-V5 18' IV + O 3&UPDATE CORNER CUT OFFS,. STDS., STREET TREES, DWY. LOC. C B A CUI213 CURVE PATH cify VELTA RAOIL15 LFWeTH DESCRIPTION OF REVISION DATE APPROVED. CURF3 CURVE DATA ` SEE 5HEET 10 15-00,00" 114.00 SEI: 5HEET Co 1- '210000,00" 38.m 1311:128 CITY OF RANCHO CUCAMONGA 5Ee 5HEET 10 DELTA RADIUS LEn6-rH _ A aT'411'23" ZT.Oo '3&.G7 CONSTRUCTION NOTES g 111. 3el !W 27.00 41 epa STREET IMPROVEMENT PLAN FOR r3 l 02 10 �,7 • M 277•00 48.15 I consT.. . 3'' A.C. mvemEnT o\/ER A.D• G S'(° 21 3°�' 2740 41' 1 l ASCOT PLACE -FROM SECRETARIAT DR. TO c 69°27'40" 27.00 42.I& �-Cor1ST t5" CUIZ13 W1,94" 6LU7TE1, rErz cnv Om .16. r o4® VI N TACE P.R. 4a--0611 T. 4' WIDE SIDEWALK r'ER CITY S`M- W. I o2 L 103 v qo° 32' 4,0" 27.00 412.r,'7a-GonS`T. ORI\/EWW APPROACH PE'R CITY STD. 110. 101 -A ® FILLY COURT- FROM SECRETARIAT DR. TO VINTAGE DR. qa-InSTALL s` FET L16HT 58GdLWMEN H.P.S.V. BY 5.G.E. PAID AND COORDINATED BY DEVELOPER 11 mSTALL STOP S16n PER Cr-r-( CTO na 401-5 ® QQ�a.s,�1aH� TRACT NO 13812 12 InT SToP 0 Tor DAR LEGEND FOR STREET TREES /�e0 F.�,�F .,�> A�� APPROVED BY' - ) DATE : ®--4t:�lUSt15.M.FI. TpOFzAt7E o 50 EA.- 15 GAL. GEIGERA PARVIFLORA `AUSTRALIAN WILLOW~* 20'O.C. �Hl �z `F �Fti ~���Q'� r '��; � k � '' i tp PAIKIT 4 SOLID DOUBLE YELLOW La"v ® F CITY ENGINEER eY a� '� 61 w5T74LL w8 AUD W6 IS)® �� o.. 9^ z n �- RCE. NO. ` ,fir. 7 DESIGN RECOMMENDED LL, No ;- i,-,..� NCS. EXP. 12/31/0+ 1 v } CO. �� r" * # Im \'k Exp. 5.30-92 ,/-V kA-L,. 580 N. PARK AVE. ��'- `)", CG1Vt1. DRAWN POMONA, CA (714) 523-1545 SHEET vt OF '4r� ? +` Of � C, I I OF 20 CHECKED DRAWINC N0. GI' djl,0Ae0A_l'�_ R.C.E. NOQ �4 IN DATE FILE NO PROJECT SHEET NO. ,/.I OF r 61.00' v c. a 42.41' BENCH MARK NO. 148- B 011. 11.97 Wu.' (�I. 13.1 1 1001 Y c. v - . . 42.401AT : 42.41' 10101 V.G. (rl•4s.6G,) ll (P.1.43.66 "'NIL N.E.G.HIGHLAND 4 E.Or-*_ TI RAND b6 N�� HIGH LAND AV E.,711'E.OF f. ETI WANDA DA 50' Y.G• n.6.G WE5T It 1 '44 e� r,/ �/q AVE AT THE N.W.C.OF A 4'x8' DROP IN BOX ti (PI.3�}.�}) p 1.36.68) uL (PI. 06,11 ) tj FOR DRAIN. CULVERT, SET STD.BRASS DISK. 1 m l9 N to � ° � °/4 er4 k14 � EV.1432. 2 u 46.&1 V QJ F 1 > t0 ,p EL (oi v r N N 0 1515 8 g'N ® r r �- 1550 E SHEET I FOR 13ENGN MARK EQUATION �4 ►I 1-14N4a MN � � pN 00 U 4) � 0 + 1.401° W v u m r '� 6i _ + r N N + Tan.Eft. : 0 TOP OF TAn-OR. _' N WEST CURD 1535 n.6. AT TAn.6fO TAC.6R. CG p Its 61.00' V G. u N o u $ I oo' v c. r 't d (1?1.45.G9) d1 4.201= N N �,?�� N +,t 1505 o TA" m 1515 ° �' Tor OF 1550 $ $ a4 $ $ > N. N N WL'-Sr CURD U r r + 22.00 V.G 50 Y C. � N N N - + tPI 64°13) Cpl:06.52) V ' d ± - 8,� N m 1` 4- N Z�6•. k) No + + � + t`� 0 � N + � N p- c! c0 �r ��. - 4't• , 1535 - p N + > n6�P_ CQI �.9�) loo' vc. +0 � _+ : • 42.42' la &14_,'/4 14 (pt. 30."11) (?1.4-0 50 ) Ott 4/4 s/ &/4 '% 00 OF FS.0 � OF5. W m y 100V.G• 4i� _O t` pp 01505 too, 1515 . $ - '• CP'.a5.& 0 d'J 1550 11.42) O r3 r dJ WSJ _ d f TAn.GR. v-G. iii _ { 0 _ 33 76 W r So - - 2.Ob,'T`Ar7AA- N N Ten. OR. f?l• 05.ICn OC is tt °/4 ►° �.N - n.G. AT r ,E4 �j S N dim moi, E45T 1 j EAST It - IN p + 47.`10 Its' VG. N� tj N N O O 5.80 . s/a s/a 6' or- Tor F o Tor of EAST CURB �fti FAST CUR* 1505 3 yo 1540 m TAn. OR. o t PROFILE SCALES HORIZ. 1=40 O 1 2 VERT. 1=4 4. 2 3 4 PLAN SCALE TAn.eR. 1 =40 1 oo'le _ rV ?- _ a W ac 3 3EE SHEET G 5tE SHEET q SEE SHEET ICoQ w 5EE SHEET 14PO uj / �I R _j I V U �P- _ k- PRIVATE �iTtM nj sal tu?9 %A (NOT TO DE MA111TA111ED) U 3 w u1 + 3 5f GtTY) TYr1cZ Q I y N $ ��N 104 ` ;z 103 118 gl� �i,� 119 �-I u �& o + 1 .� + >v �- U- off . 3 _ 3 3 -� N 3 - � b � 3 + 134 °� X2.03 0o w �� �. 57 197.74 5.�i 1 �x rye. x OQ ��- II -ON ;--+- C - C /y "Ir k�• O J p -NO O -V,- :� C O �O O OO ® 95 C3 1 ro Q0 - o� 1 BRONCO PLACE \ g bac . 2 q o 124"K.(,r4D NP^ � -- - 3�y6z "� -p POLO 1 p� N� ' � PLACE 4 II a�!Nw D �� {-1 � o`� • a 5 off° _ I ,� Y vUJ 4 0o t' " d > (� 1 12�.7 120.40 gQ 3.01 34.Co l } OO' �� d I 9 94 ion oti I _ 13 ?9 = 58 ' ` 3 - �� c�m > I 4 41 3 3 .. N W W ++� + M U I a n�` C� di b��O�Oc 7' m 121 18' 161 12' 4' 121 °3 ± 3 120 4 = 4.' �, I 75 76 , pp 30 3D 12' IB' IS' I2' p�I ' r E j I r I tN- 5E SHEET 14 - IT + 5EE SHEET q p I NI JASUPDATE CORNER CUT OFFS, STDS. , STREET TREES, DWY. LOC. C B A �,9$ 5EE 5HEET 0 0 _ 3 SS AE 51 0 DESCRIPTION OF REVISION DATE APPfrOM. CossCITY OF RANCHO CUCAMONGA GUR16 CURVE DATA GU12B GU12VE pATA CONSTRUCTION NOTE$ DELTA RAOIL15 LEN6T1.1 gIFF LTA RAD1IJG LEn6TH IO--GonST• 3" A.G. rAVEmErT over? IV A15• C12`) qo° 00'00" 27.00 42.41 STREET IMPROVEMENT PLAN FOR A 103' 2Fj'Qoj" 2T 00 4614 a--GOnST. CURB W/?A" 6UTTE!R PEfz GIN 6TD. no. 104 ® E 100° Oq' S1" 27.00 47.20 g 71 e 4,2205 31S ' 27.00 .'19 -- DGonST 4' WIDE SIOEW .LK f� C. HIGH HORSE DR. rz CITY STno. roe- 0. t03 ® � BRONCO PLACE- FROM VINTAGE . q0 00000 TO „ 27.t0 42.4 I 7�-GonST. DRIVEWAY APPRoAGH PER CITY 5-m no. Io1"q G �� 8q 59 50 o-- -In STALL STREET LIe+4T 5800LUMEn H.P5.V. BY5.C.E.I PAID Ano CooRoinATED wt DEVELOPER 6 q0' 01' 10" 27.00 42.40 27.00 42.42 POLO PLACE- FROM TRIPLE CROWN CT. TO e)_InsTALL 5Tor51en PER c11Y G7�.-NO. 401-t3 ® SILVER SADDLE DR. a--pAlnT SToP it sToP mmq TRACT NO. 13812 (CV---iQ5TAU. ?� Lf 4'•8" t2EGTQN6UI,A,fZ �i'11..'TUt31{J6 a3 ;~ QEF SSI APPROVED BY: �Z/% DATE'."1 - WITH 1/4" W&LLr 1.00% MN. p� (1/,q! �� CN4! !/�1��� � a � 90 b�-CONST LOCAL I Me-5510W M-K CITY 19V 1.10. %or® ��� �� h �;�� ` ` �g aka, <y CITY ENGINEER 13Y RC.E NC.: / /.7 LEGEND FOR STREET TREES , `' /CJ co Pte\ DESIGN ` E -.. RECOMMENDED 0 29 EA.- 15 GAL. GEIGERA PARVIFLORA "AUSTRALIAN WILLOW„ 20' O.C. a l �- M.�. 580 N. PARK AVE. �-4e II Pwf- Es. i No. 1820 5 - 1 Pa's"^�' . �r� � 6Z�-1�9 � __A- \\.h Exp. 9.30.92 DRAWN t I J SHEET F rlslF CIYtE 4 \\rr CIVIL �.Z. 12 OF 20 OF Cct OFRCALIF� CHECKtD 7Q, 4 7 ✓✓ R.C.E. NOd�.zaS DRAWING N0. Cry DATE -1:1-f.� FILE NO N / _ PROJECT SHEET NO. OF � � � 42.41' Q?.2o' �G.Q�Cv' 2Ca.18' S�•52' 6t.�5' on ct3. U e 44 0 S �P.I.'�i4.1o6 on GPS. U on Co. on cam. s e c�- ' art. �I9.32' _ BENCH MARK NO. 148-B AT THE N.E.0;-WIGHL.AND[EnWANDA AVE5, Ili l4 11141-A /4 NNl4 /4 914 A/4 W ¢ 2 /�} /3 V on Gg. on c6. on c8. Y.G• ?�¢.'1'�� tole' NIt HIOHLANPAVE 24`E.OF it ETIWANDA '� S r m i tN� l9 trS� (i.6. 4T Ir. '� "Ig '3 A/6 Lj (!?I 201.�ip� (PI. 29.5Ca) AVE. AT THE N.W.G. OF A 4'r 8' DROP 110RTH itINW F DRAM! GUWERT,SET STD cz, r m R� 3f U /4 /4 e/_4 ll OKASS PSK. 0 o m OLVY 1434.GeI4 8- a' r SEE 5HE�T I FOR BENCH MARK EQUATIOM 1535 �� °� ° � is ° Z ►.00°►° I.00•l. r '� nORTH 1 TOP OF O.So 46.21 �i /4 noRTH CURB O /° 040• G.t'�. / fi. CPI• 4.10 G . ° G 3 80 Y v ) a�°ro 1530 1I u (P6 32.15) . �Y.G ra01 Y G TOP OF O.OD'/. TAN.6K �v r � r W (P!•31.54) CPI. �,p.44) t'IDRTh•1 GURf3 � U 5o JG. Ib Y.C. I-Lt u u U (P.1. 29.G8) et.Za 4. Tib•AT K% p N V ~ _ cc+i9 - uj Id 1535 t K� R �. s c� �9c� r o _ 6' r c� cR N IV � N >j N r cA N 91.E on O1G•'� ?44°� �, + Q O 40.21` O 1.17°� ct F5t-1 d` V w or? G0. 1530 Ne. A D.�% a' a` 0% 6 /Q /2 � G9.ro4` on ca. n.G E' l 3 � U elm, Ndf on Gv,. on c* 50' VG• 'x.01" TAn.6F�. + + + + ' d' V (r1. 2°J.85; (P.t. 2t3.oO) M s1r + c1 m v w U N4 6/4 q4111/4 a• Top of � + 1535 6vU H GVRr3 UN i u t � 03 ILI • `� �� cc► OOH N �O r 1.0. % c� + a ' r �' W 0 +' YL6. AT o.90°� Top of 590TH 1't 0 4d� 61 IP SncJTH GURg o.coo•(, 1530 n•6. AT TAn.6R- 5oOTO S_ \ • PROFILE SCALE HORIZ. I = 40 3 4 5 _ VERT. I = 4 ? 9 to 1 PLAN SCALE I = 40 3 LEGEND FOR STREET TREES s O U� 5 wH � MW E a 6 • 24 EA.- 15 GAL. PYRUS CALLERYANA BRADFORD BRADFORD PEAR ® 20'0.C. T /g IUI/ W d y 30 x � m/ f 1 •- u l � f ��'_ 72 %x'71 II u W c`� SEE SHEET 12 c s 73 0 �,st r 70 0, ml 69 68 67 Q Sol30 \ ep F- �y Q - N •s 74 \111 ��?" IZ' 10' I 1t3' 12 1 , Sc' % D � f/ t 4-�� - +'�� 3ry J til V 91 v V �S\`� (D� SS d/ 4; *A QL 48• OD ,I�y 42 w 75\ R 1s O V � AJ \ - � �•- 1 49.501 CoO.AO Q .591► 3�Ul_ -J Q �\r `\r'. �.�� G� b� �' SEE -v �aD� • • >D 00-0 m OETAIL X P_�ELOW m - w � 1 J � \ 9 c� � 4 dJj cf► N 3 f► ^ \l'C \ h0�� • ^ m I 6 -- -+- 20.32 - ^x di r wN�m a \ ' KENTUCKY F`; c�` DERBY COURT �° , -- d �" g mh ,� . °i �fj.2°� '� -6, .� It.l4 6> �o nP�ot 1 2 ti0' 41 _ 24.2`t ry i � GOv�', lk n �\ I ; a " - I i0 • \�, 9� t4 . - SEE DETAIL X' P.)ELOW E - O � � � ���m' n�'•N' �• "' "A=---��#- t � nom• - _2'`99'ab 301.1 co �i Gs.o0 47.53 i _ CROW d 3.22 �� P`'6 z k lu . d) QTRIF L E I (`' ff ° 28 Io. v 5 = 1 �s -I_ - to td IV p h �� X61.13 0 c0 1l Op "1'l '"1 v I S .� d S r r>�o s n + W G6 tC �` v wr F" t- N ? �' A °D 3 UPDATE CORNER CUTS 1.00-� 13 Q k 9? u 66 m JI �' E u 63 1 64 65 0 vi ap _ s T_ 59r,., S It11 +60 v 61 �6. 61 4 62 \ 1 I pr UPDATE STOS. STREET TREES DWY. LOC.C 8 A F- •° `4o% I� I� z 7 �' SEE DESCRIPTION PTION OF REVISION ION DATE cI Y Q °�j 57 5S �� , )� g S S APPROVED CITY OF RANCHO CUCAMONGA c9 d• t0I 1 + euler3 culeve nnTa. CONSTRUCTION NOTES STREET IMPROVEMENT PLANS FOR 3 + �CrESS+O PELTA RA.DIU5 LEN6TH 44 c n�, I conST. 3" A.G. PAVEmEn T OVER 4 iE•B• TRl PLE GROWN COURT-FROM 70�WEST OF POLO PL. 1 , Z` ��Q ��,?' r'1 �`F ��4, � 0100 00' 0011 27.00 42.41 2�)-GOnST• 8° CURD W/24" GUTTER PER CITY STD no. lot ® TO KENTUCKY DERBY CT.. 7 4 1'L 'LO 1Z y 2� ,-9s- ° „ 4 COMOT 4' 0110E SIDEWALK PEtZ CITY STt� na f o2 t f o3 c rv� � 100 oq sr 27.00 47.20 Q- KENTUCKY DERBY COURT- SROM TRIPLE CROWN CT. TO Exp i� (^ 7° 201' Ior" 282 c0 3�v 8m -Gon6T HAnOtCAP R,&MF PER CITY STP no. JO2 ® BLUEGRASS AVE. c�°` * , J 'J GOC15T. O R I V EV�IAY APPR DD.GN PE12 CITY STb. no. O I-A oft A �� CIY1� a�` b 17° 391 10' 30D oo 012.43 �If15TALL STREET U6 HT 58Gt�Il IPTIEn N.P.s.Y.BY S.C.E, �E TRACT N 0. 13 812 tn` 011E Of CAL�F�Q E\ 17° 3R' lo" -318.on °17.917 l0 InSTAt.I, STREET CiAft1E r✓-f6n PER CITY 5Tb• f1D. 4ot ® C�°zz"r; APPROVED BY: - DATE'.JJ-15- 2 X40 M ^� ° „ ►t it'l5TALL STOP Olen PEIZ GtT`( STC. Nt). 401-B ® , � C� �-(. 44t /.' 7 �►1 ( F 15 00 00 112.00 29.32 ��'� ' CITY ENGINEER R.C.E. NO. 12 PA1flT STOP t STOP CSAR �``" /, _• \.\ ---- �, � \ DESIGN ^r�� E>'r^ g1A�s ECOM � 0�`Q Fj 210° 00' 000 38.Q'> 13°1.28 �' E`' Ic ' t RECOMMENDED l�J ADJUST WATER VALVE TO 6R4t7E / J� - �' 917 27.c� �e.�3 • M.I.. a tI • 1y�a aD 14 A17Ju5T S.M.H• TO GRAVn ! i NO. 20., ASO N. PARK AYE. - 4- 82°48' 50" 27.00 S9.05 �- �ETA,L .Xr ® �, _><p 5 ^ ? / DRAWN p � e., CA (7��? 623-1��5 SHEET ALTERNATE o conhT. FARYr Y �KAln p5-R, 5TI7 fob ; SOFFIT LINE A - ^/ • jIE PAID Ano CoomnATED BY DEVELOPER �tj CHECKED � ����� DRAWING NO �/ .,��-` R.C.E. N0�2 SECTION A-A DETAIL X CI ' / DATE `���" �SFILE NO IN PROJECT SHEET NO. 3 OF 5\ �� r • 4 -11.'La' vc. BENCH MARK NO. 148- B 0 1 ATTHE N.E.G.NI&HLAND 4ETIWANDAAVES., >16 �p 47. Qog SOO`ce.1z ra 41 lai b(,' Nj-LNI6HLAND AVE.,2.4'E.OF +_ ETIWANDA g U Gt3 y0' 42 09' AVE. ATTHEN.VV.G.OFA4'x6' DROP >� N N ul V On G0. I IN BOK FOR DRAIN.GULVERT, 5ET STD. �t m o m N r O n.6 G t1URTN V u 0 t 44 X41 6RA55 DISK. N + r N 0 b/4 Al 4' !/4 / ELEV.1437-A&2 rovi.o4, on S. `t d' 't d5 8 $ d- SEE S"EET 1 FOR BENCH MARK EQI,4AT IDN _ + 4 A/G °% %0 1.4o-1. + u` d` 67.g2' 20.32 r - � + + o N on.CB. on GI3. d+ /a1 111 -� 'i0.02 V.G. Top of noRTH CURS ~ O. Coo/° v Q • ` � � _� u � � p u (P.I. 4?.52) 1545 O � O.Gb7o TA1.1.6R. N + N `` - N �►' Yl lU 0 r 4 N R1 U Cp 144.37) V I�42.10 1550 1.40°/ �' N .� n.6 N g N U 1 40�; >` N o O N l) 11 Co6.7Cc' V.G. OF F5. 6` It cn r- �� �`' + 1 ori GA• 0.6 p °�o 1545 a w v m. 4-7.09) t+ a. - o W� > �j on Gg. 30.51' 3/89 4.227°TAt1 GR. l� � � G I- NO p mN on GB. ° 'a �+ I,di tvv �'� dJ p N r N� L1 W (Pl. 44'55) 4A.Go'8' 1550 4 `� � + �r o N � �� � � o � �_ � � 1: O 6' - (PI.42.45) 69.64 to d + n.G. a SOUTH It � 5 on CiD. ° 1.40% + `�' l9 p � c /4 d/4 �¢ } , b/6 flim DIFO 57.52' 49.32' S t` dJ N � O on G6. on G8. � N I- (F.I.49.Oro) , TOP OF SOUTH CURD + 4� v �i 42.42 0.�o% V_ 414 A/4 A/4 s/4 (PI.413.5&) 1545 A/4 A/4 A/4 A14 J O S1 6` N 6 V l) N + d5 L WW TAW.OK. N + - 0 0 N� O N 0 r N N - r di di \ 1550 1.40 if 1.40% PROFILE SCALES Tan. . HORIZ. 1=40 2 3 4 �j VERT 1=4 $ 7 $ 9 l0 PLAN SCALE CONSTRUCTION NOTES tQ---cons'T• S" A.c. PavEmenT OVER 4" A•b• 1 - 40 �GOn�T. 6" Cuize W/24" &UTTER PER CITY STD n0. 1o+ ® , E) -COrIST• 4' WIDE SIDEWALK PER CITY STD n0. 102. it /03 l --ConST +i4f OIGA•P RAMP PER CITY STO rI0. 1oy.® Q--Gor1$T 0RIVC-YVAY APPROACH PER CITY 5T0 1`10 rot-A O--►r15TAI-1- STREET LIOHT 580o LUMEN KPSV. BY S.G•E.,PAID AND CooRDINgTEd By Df_V6LOPER . {�---I n STALL OTR E ET nam E 516x1 PER CITY STD Y10.401 . ® _&o.IUST S.m.N. To&RADE I I 1n6T0.LL STOP 5161'1 PER CITY STD. NO. +el(-8 ® , �• I GU►213 GURVE K�ATJ►. 0 ,I D E LTA IeA 01 U5 LENGTH Q 3 A 0100 ,35' 33" 27.00 42.�q y V Q �/ SEE SHEET 15 r3 q4° 4b' W" 27.00 44.X019 � 0 �t 7 , � 12' 3s IB 12 -�0 25' 08 318.00 41. 18 • 0• 97 Q m 6 u 9 , 0 94 93 92 91 90 89 881 87 86 85 L i0' 2s o80 300.00 38.85 I98 /(�a- O h y,ct In 3 10 , U lU 7 7 7 1 U� I 44 !� 7° 2s' 08° 282.00 3<0.51 (9 �, n► N U 1 to 01.1 •, " w * 1 �-- Q I I. 25 50" 282.00 5G.2Co SA ZN c9l t- �- m N N !D �I I �I`0 0 �I_ W F , o - N _ ao . 0+ ^ In ^ o I > !�' I I° 25 50" 300.00 59.85 1 23 26 - 16 NLI �I, O 1: g 6� �r_ - - + n - d - # Q N N + LO � + � � ; �� � Nf�9 t9 �� � � � � � � � 3 �I' �I b� l(i i H ; Ila 25 $O" 31�j•00 63. + 3 + „ _ + } r t C �;�, 0 4�A 4° GO' 42" 10 lB.coo 71-26 x.18 23.00 10 Cos. 35.E 27.77 44.35 �} ro2 (9 J , 4° oo' 42' IOQ'� 70.02 �1'v r • I 20 7� t9 1y l2 27.01 '�?.92 `t Oo5.50 5l.I 1 ry ' I �O „�`(� -830+01!v yy ♦ • X2.15 33 • • _� _. I h ' , ' K\; 4° Gb' 42" g82.o0 rob.70 - W-l6 0o Cep-99 ................. O �. � '�'� �N �� w` < - N 48 02 21.25 • _ ' - _ (L� qo° OI ' Io" 27.00 42.42 �__ �I yD -_���' Ccs` o�` _ 4� • _ ) i �G ay 'c�'� Impel } M` $q° 5850" 27.00 42.40 �0 - -- - - Q� _ RIVE m1v y ;N\'�m pP�n IS 1 q 14 %�; - SADD M� - _ �.� rJ 15° �' a->" t12.00 2 •/�c• yp• �.� � � pP'' Cc. �� �._�`!- L�-..�._�' ��-l�x�n �` 14 I� _�-...----'"`"� -p' 1 h" �,<'�) ��1m't� � k0' , r a 32 p� 12 ,- �` s `-� t - - `-`+- } l,'I, - -- p/ fi' _...� _ I I D 21 38.04 .39.2:3 _ ~ f / ^Y' \ I - _ - �- ___- a 1. -.I `t \11, 43 - - - =- 2 33.2 3 STOP 53. 10 571 1435 • \.I- •.. 23.X04 �5. c 69.c� I ► T F'hc In I_dT 99 000 -Fc� 4 2 , 51.25 ll� '• ��' • 5.5 ,, I ��• fZ>r(oGAT>r KEET L g'1 4.27 • . �� G9.G A M 57. 3 12.y3 5 3l 1(0°� oB pA' WV) 4r i• ti(J U /fit D V N 6� Q 3 PRATE CORNER CUTS,STDS., STREET TREES, DWY. LOC. C 8 A �o.0 J •o�o(��y v 6 1 inN SO lli �� Oo. ��-� vS9 d U' 3� h ��• v ��i U M +11 to '" +I� ��� t " DESCRIPTION OF REVISION DATE CITY 0 N + �,� r, r� r-I a+D �I� I 9cI APPROVED. LD o _ 101 ' �� t�2 403 a `� 76 7 77 78 79 '"nN 80 81 X82 83 84 m �, a + „ 7 i CITY OF RANCHO CUGAlO�IC�A + -► Iv N t ' X13 7 7 STREET IMPROVEMENT PLAN FOR �I s o IN 5EE SHEET I2 7 ,+ SILVER SADDLE DRIVE- FROM 167_WEST OF POLO PL. TO BLUEGRASS AVE. 3 n1: OQROFESS TRACT NO. 13812 �. ��vv��-'' ��` � . R. AlyOyc APPROVED BY: . DATE: LEGEND FOR STREET TREES e� QYYI G ' l cc � ,n_ �, CIT ENGINEER RCE NO. • 29 EA.- 15 GAL. PYRUS CAL LERYANA 'BRADFORD"BRADFORD PEAR~ 0 201 0.C. a E NO 8205 '° DESIGN x * Exp. 9-30-92 ANDREASEN ENGINEERING CO. D 41ulf�",PI` CIV1\- � � s * M'V 580 N. PARK AVE. a I OF .4 c.4__ l7lF CJV11. R��' DRAWN POW)NA. CA (714) 623-1595 SHEET OF G.Z. 14 OF 20 ,,,� J CHECKED lF�.� Idu Ad "R C E. NO�ao� DRAWING N0. I•f / DATE q' /� �� FILE NO PROJECT SHEET NO. OF •_5 :' too.a3' �c. �'► �' - 93 ' yc• �7' BENCH MARK NO. 148 - B on G on G on CO V � (P.1. 3"1.9"1) (r1. 42.45) AT TWE N.E.G.W*HLAND 4 ETIWANDA AVES., j (pi. 10-SO) U U ui r b(o'NJ _HIGHLAND AVE.,24'E.OF f. ETIWANDA > ' ' SC N Ii A/4 °/4 �'/4 D/4 AVE. T TWE N.W.C.OFA+'xS'DROP IN BOX d S 39.03 3&73 %3 u FOR DRAIN. CULVE RT,5ET STV.8RA55 D15 K. N (P.1, 28.00) (PI. 29.5Co) fit ` til W N 0 d to + 43.94 s �' * e e b r t N ELEY.Ia3Z.(°IZ V _ N N y4 °/4 l I°la 14 14 MQ q4 ,� M.6.a �'4 N R l� W 69 (PI. IG•o5 V o N + 0 0 0 N V f - Ste SHEET I FOR BENCH MARK EQUATION 0 u~ tr p/4 N4 1/4 14 SC s 019 0 0 pp Olt 0 + 0 m + 00° N ( � + N 6� Nr Nr ^�. N dJ ttsr � � • 4r"4)(. IGATO I OP EXSTINGa �b . ( . . ) ± N43 ll� 4' V O 0-7' WATEz LNE t 70'OF 9 t4 WEST GURP� s 155 i 50'v c. ��' N IZ4 - / c(� d `t 6 ASA°�• W V.G. N l 20.33 ,P O 9 LO ATi + coCAnT AGT V IFY Oh R N A L-t_ p N 00 93.39'vc• to AMU E LEVAT101'1 OP 21"WATE}� LIME E)EfORE 1515 50'VG. N s 0 h t�� N 5TART OF C,0n5TRUCT 101'1. WATER 1_.11"1 E CRI. 3'1 80) " W / o r _ TQ WAVE 3G" MIM. OOVE:R. rOR AnY COVER Le6e TNAtl SCo.A PPROVAL- l5 U 0 ��s. O 0 0 r fZ�QUI9r_v FROYYI G.Gwip. i > _ + N �9 / j � � X90'JQi + dE'I'f�O�C. tlX.ATIDIJ Ola > dJ � I;XISTIN6 2j" YVbTER m � a - p � N,c► � � � � r � M � �Q°� / 2 1550 F.s. O O U g� ° U * U / 50'�lG• Cpl.52.42) ue/q A/416/4 AA 0 + V 1515 \1 c. (PI. IG-04) U U 0 e14 °la 1/4 '4 e� * �' 6 N d\ 9 0 a n.6. East � 15 1550 0 r_ } 0 ; 4.32 L �9 0 V 9' �} TAfI.6R. 11111 V.G. � V � u •� On Gra. CPI. 20.50) TOP OF a N 0 - of N O e4ST CURB � 1515 + w N r c a'�°c•j° ± PROF( LE SCALES r + HORIZ. 1=40' 0 I 2 3 4 VERT. I=4' 5 6 7 8 9 PLAN SCALE I = 40' 0RCXITM RO X 5MLLWAY Cil CAL744N5 5TO VPECS SfC' 72, GA7eST tDoZoAl(CaC6j e5rjVa CGA 5r) ccp X W CUIR13 CURvt= DATA (DELTA. RAOIL15 LEf16TH OL Y V fl! h D�,(G °o QTc N 4 0I3' 14' 4-7 27- 00 48.°14 c�t *H I;I;T 14 CO), 8 I 47 34 27.00 38.54 } J � �`.Tf O, 200 2°I' W' 282.00 100.83 z AO 1"n O 9 14 OO.Od O"7. 7 qti.� I I 2 2 3 I 2 w 0 I Ie 13 b N v y " ��� E 20° 201' 1"4" 3t8.Od i 13.71 SEE 5HEET q v ��' F) 13° 52' 27" 318.00 77.00 m g 66 Q ti � 3 67 ,� W G� -4 - ti y � ' W K sf'lL.L wt'iY ,C7ETf't1L 6> 21° 2a' 44" 3or�.oo t 12. 1 30 3p' NI > - - -- ?/ IVA 5 w 13 $ 2 s� �5, J 0 H ', IG° 54' 4o" 300.00 08.55 r2 I8' 18' t T hY TS 111 r . 45 g (NOT TO DE MAmTAmEv 10 dO r', '� cn o m '� , � c1Ty) Tyr- 1q.q% 54.4 V WI Q 1Q' 24" 3�.Qo 2oo.ro�o } �t r CD tip. 6N 84 �9 J 38° I�' 24" 2&2.00 188.402 �� 0)yO o '\ G I t3 . (0 K ` tel° 27' 94" '3 18.00 52.00 � " ti�D f _ ��n� N� 1. o ao h� 3 SR d c 85 P►�OT�G? � \p h�` _ 43 �1 3 0, q) L 17° �' l0" 300.00 013.39 �• 55 j j 7 -- �ti• - 7 \0 +I M 3 I p lYt i'L DGE �x X ° �►zo-rECT In �� - - �� LUEGRA �4 _ _ - i Q� 6e to a� 12 C �, I �M t2 2�0 13" 2b2.G� 1.21 21 '. 0 58• h r Q) 2 �i o i n pL a GE A 21 ti��. o ,� +�'- } I c R 014. B5 27" N ` 17 Sao 10 31 a.C70 018-0111 � W W 2 - �'i p `„ 801° 3'0' 29" 27.00 42.2S l0 57. 3 � %,�• -��- � �3 I � �_� O ._ o �'1 �[p 010° 35' 33" ?7.00 42.1"001 64"KL. h.D '�q ° D4°'o. E t. • 'S. 54" a.G Gi.t7. 51" K.G. - - - \.. __ "i (� -1• -L h� b� O h P W----6 3 -� -- 2/,�'�- -- -`--� - --_ - -•---- P 1�--��-- --� - �-- - -- -- - ��--�'�-- - - - - ----�.� 0''01 � �`� S 2 �nD ° " 9 �o. 014 4b' 20 27.00 44.68 201 �1 t �,.., " � fn t _ �Q '��_�� _ ® Ct cb �� �L �� C)Oue,LE YEL_i-nW ►� RV E N U E 1"z 00 ,�� r- y' I OO O 7 1(j' O Z- �_i '�, '� 10 21 ao 30.73 -:----, Qp 82' 11 ' 47" 27,oo O x '0°1• _ ' . ' 4c.2Co 18 J. O �9 W o - - a \ - -- - \ -. ► _ _ r 5 8'L° 48' S0" 27.00 39 .03 o� 1 ' - W 0 ap x'73 > REMOVREES DUE TO 27" WATER LINE CBA 4._ r a '� V " 33' 3 PRATE CORNER CUTS STDS., STREET TREES, DWY. LOC. C 8 A �� Q A W a 7b I - 2 (`(r g d 0 �c9 40 J �g - 4I 42 $ s o �o Ib 15 $� ap u DESCRIPTION OF REVISION DATE CI Y 5 - 0 + „ U 7 m �b c4�� APPROVED. FC � I 2 � -. 5i-'EET + " �= CITY Off' RANCHO CUC MONGA + �9 3 1 CONSTRUCTION NOTES 43 44 STREET IMPROVEMENT PLAN FOR + COnST• 3" A.C. PAVEmEflT OVER 4" ,�,.$, T O o--GonST• 9" GU1¢F3 W/24" 6UTTEQ F'EfR rrr-( 5TD no. 10'¢® + r ® conST 4' WIDE GioVrWALK PER CITY STD W. #oXL Iva® a�-1n5TALLw-3 EW-Co(20M.PH)51Gn BLUEGRASS AVENUE- FROM HIGH HORSE DR. 5�-consT 1"o' Wu� Conk. cRosc GUTTER PER crry s-m SEE 5HEET to TO SUMM IT AVE. n0. jc4,-A(IncLuves M0fTOLITHIC CURDS) ® , ©--consT. HAnDIcAP RAn7P PER cn'Y STP no. i0Z® TRACT NO. 13812 0 -GonST. oRivEWAY APmc5AcH PER CITY STI',7 nc. too-A& aGonST LOGe.L DEPRESSron PER GIN STV 1"b. 2�p�® r` , `'' ,! �o� y' APPROVED BY: DATE: /J 5 '^ e_ q InSTALL STREET LIGHT 5BroLUmEn H.P.S.V. BY S.C.E. SIE 3� LEGEND FOR STREET TREES �i,` < - �s f'�1 J \��oCITY ENGINEER By � o�-� _ RICE. NO:_<�!rl2 Io InSTALL_ STREET name 516n PIEM CITY STV. no. 401 ® 35 EA- 15 GAL.. RHUS �ANCEA AFRICAN SUMAC @ 20'O.C. _� � � '' >�:'��' U' '4: DESIGN , t, RECOMMENDED 11 1n5TALL STor sign PER CITY STD. No. 401-g ® I t 1 r 1 ;;! # 1 t 5, �. �. b. 4��FLMF'IL Q-- E=c „ , 10. ta�0� M•L 580 N. PAI<;K AVE. 04 11 -T i• a PAIrrT STOP A. SToP 13Aiz x I.g;t Exp. 9.30-92 13 AOUl1ST WATER VALVE To 61Z,nDE `A� CIYI� ��� �` *� DRAWN �� � � ����? 6 .3-1 SHEET ADJUST G.fT1.N• TO 6RAC7E �� OF CAltFOQ' y CI`l tL �r` •• ■ r (1F GAS 1fOV�" G Z • 15 OF 20 ZI Itl�?rALI, 3l L.P 4 %S REGTAN6uLAR4Tl-.TU13INB Wt11{ WALING i•A7'/.MIN- -W PAID Ano COORDInATED 15Y DEVELOPER �_�_ / CHECKED GaOS DRAWING NO. �1 --- IiISTALL ?F! LF 4,'8" ROCTA,0GULAR SrMTQeIsf8 W" y4' WIAUr;,� I:DOyo MIg. - �^rF C E. NOa_ 9 AD.SU-ST y.d•M.N TO ORPrE G� DATE �'� FILE NO ' PROJECT SHEET NO. OF 5 �l ! I BENCH MARK NO. 148- B AT THE N.E.C. HIGHLAND c ETIWANDA AVE5., 50,vG• P-bo Afsl� v.0 III.35 V.G. m.m. 43.59 VC. 17.ed &&' N/4- HIGHLAND AVE., 24' E. OF C ETIWANDA RSO! 43.59' Y.G 111.35' _V.G on Ce• 43goj V.G. 17.80 p1' ?' �) one . on m(P.1.31.91• r` tot. 33.01) on Co. wGb. AVE.AT THE N.W.C. OF A 4'%8' DROP IN EOX o�C�i Co. on c6 Oil CO. d FOR DRAIN. CULVERT,SET STD BRA-313015K (Fl. 24.49) (I?I. 23.98) (P1. 4CoA2 • �j U N udc ELEV. 1432.612 N ri.e.AT t) �q U e/4 s/ ►/4 �/4 u w W 6� N y V SEE SHEET I FOR BENCH MARK EQUATION Z4 v v o N N Q 1U U is U d` dJ S di N N - � d • � � N N 1.51% � p a r N - ,�p10 T&n.c6K r0 � � - + Q v r - - Top of t` + W05;T GURpi �N � N CPI. 30.a2) u � r is + + �, o u ` 152 5 0p 3.15% ' ° N `� 1535 1.92°/, 10.Cv°�'V.C. 6' N + N I•�4o9'° TAr1.GR• � (PI. 23. 8) 5v vc 0 (P I. 21•°8 U w na AT Z Ifo' �O.�o9�V•c• Soy v.c• l> > W I (I'.I• S2 CPI. 32.90) U (PI 33.-10) J > A. Q -� - tIJ �l cM � 6� •�- � � + Ape(° � � u °v-' S � � O r � � p �- -- �i ,. t N _ �- � p O � co 6� � 1525 N t+� °N N ° ° - v ° �r �� 1535 (pl. 26.131) > 19 + N - - 100� 3.'�N% TAr1.6R. Si v �' Qi r - 12.4416 Tbft R. 44.41' to } 6, N N N TArt eA. 50' v G. 17677 1.00•.6 s4 � I rl_ N Li N (PI 33.8 - 50' V.G. s/4 �/4 M 0 = 100' V.G. 4,2.41' U >U cP1.42.15) • � � r � ± N = P.I. 30•x) � 0 S r N di A J r cr N u - 11.6.AT -rot- of Q 4 8 _ - N N N EAST 1� EAST Gt1RP, U 'I" C! N 5 r � � o +� `� � �" � � `� � � � 1535 152 $ N o - - �` � } � O tj p N 1fJEt')T1CAI. Un.CR• N 1.001'. 3.a4e� PROFILE SCALE 4. �" 1.ov1e TArI•CA. HORIZ = I = 40 TAn.CSR. It7Et'ITIGN. TQCi 6R 10 (I VERT I = 4 12 13 14 15 PLAN SCALE 1 = 40 109 108 107 a 106 7 ° 105 Inco r r tV • to r o e ro I u v 0 � �bx 'P Sj•0� 3395 5q.3/.Iry 56'/ �?43 15r 42.1 Im.44 i .']1 4�,• o - c o • . n 14 �a3ti i �oa^� o �titih� F s.14 °� f ir, �q ti ti PREAKNESSO) PLACE 10 D 33.Z A 104 F y. � r • ti`' 1/ti''� .oo 10+55.71 0.C.e. - {3 * 07.Oq E.G.R. IV' � 1 3.43 � n unE 1 13 ti� � . ti 3 _ . 4 z� CROW Q • 1 N, ' u; o p 112 o . j • 2 IT O C X33 0 �k��0 tido G� b 10+ZI.1�1T �614t01_.Oa1 '� 1 '� 14+ 3 I C. a- �,� . X57.p2 Gg r ��n zi y \ ' UPDATE CORNER CUTS, STDS., STREET TREES, DWY.LOC.C 8 A /0- + �y� �s'.�s c*. + 3q MATCH LInE 10 } 00.00DATE REVISION MATCH LInF- 4- 14 + 2280 DESCRIPTION OFC TY 9+41.98 C5.5TA. B.C. 4 + 38.-73 EQ. D� 14}'14..82 EQ. ,XAPPROVED. 6E5 5HEET °I j 5EE ✓HEFT 13 s� C1V1� �� CITY OF RANCHO CUCA MONGA HIGH HORSE DR. 3+05.02 q�F OF (;AI�FCQ� _ TRIPLE CROWN CT. CONSTRUCTION NOTES STREET IMPROVEMENT PLANS FOR CUKt3 CURVE BATA I GonST 3" A.C. PAvErrlEn-r ovew 4„ A.b• �- PREAKNESS PLAICE- FROM HIGH HORSE DR. DELTA RADIUS LEnOTH 2a- _conST e" "90 W/24" GUTTER PER CITY STD no. 10.x® TO TRI PLE CROWN CT. A q00 00' 00" 27.00 42.4140----ConST 41 WIDE 6015WAt-K PtFR CITY STD no. 102 it 105 LEGEND FOR TREES g 1100 00, 0011 5e.00 iii-S5 q(r-Convr• 0RIVEINA.Y APPROACH Pt`s GITY STD 1'i0. 101-A q EA.-15GAL. PYRUS CALLERYANA 'BRADFOR6 "BRADFORD PEAR" 8 20'O.C, c 10° Do' oo" IO2.Oo 1'7.60 a BY7�EVE-LOSTRPER L�� 58GY�LNMEN HP.S'4BY S.G.E.,PittD AND GOORDINA TRACT N0. 13812 • `1--ADSuST wATER VALVE TO ORAPe ESS/ D 90°00'00" 45.00 -10.69 t4 At�JUST S.M. Ti76RA� �o�%-- GNq� APPROVED BY: DATE' 0 I? EA.-15 GAL. 8EIGERA PARVIFLORA "AUSTRALIAN WILLOW"® 20' O.C. �_ • �.� Q-� K• a.k�R Iti CITY ENGINEER b � e>� RC.E NO. _ nJ9TAU. ?h Lia 4.x8 RI;GTA>V61ll.,I�R ST'6LI� _4� F c -TUOWe YVITN W 11VU1.9 1? 1.00%MIDI• ' DESIGN L;i i i:t.; .i_L !i 1'i 4, { RECOMMENDED 10 Ir15TALL STREET NAME 51&r1 f -R G1TY Q" No. 8205 Z �1 M.�. 580 N. PARK AVE. D. e- !T F'I'- Exo, 9.30-92 °DMORA, CA (71-4) 623-1595 DRAWN SHEET CIVIL • qr ! G.2- 16 of 20 E Of Al1f%' CHECKED Q R.CE. NO� DRAWING N0. • ,/ - v r DATE ��� FILE NO f/ "// PROJECT SHEET NO. /�- OF .5\5R l k � PROPOSED E.P. 0.46 1-116HER 54.1 c,4-'50 PROPOSED EP. O. ' THAnI EXISTinI� EP Pi. r.t.`E°� Hl&HkF-1? THAN EXlSTlwro EP BENCH MARK NO. I48- B U D/4 A A/4 g4.1L Y4 v4 �/4 4�4 LL AT THE N.E.C. HIGHLAND E ETIWANDA AVE5., V 6G' N/4 HIGHLAND AVE., E4' E. OF E?IWANDA" AVE. AT THE N.W.G. OF A 4'x 8' DROP IN BOX v��9. �r,3 15ro U v s u u FOR DRAIN. CULVERT, 5ET 5TD. BRA-55 D15K. � � �tl► �� N� r �r r� r �N ' rt3 U } ELEV. 1432.io12 EP6E OF 6` SEE SHEET l FOR BENCH MARK EQUATION 8 I'pV�TYlEfIT � '�' d� 2_ d� 0 E�-O6orE OF tK u�' l�b� � �°�• �°�. a� E.a�� 445 lST1fi6 �� ��• � �� Of EaT t=xlstlrt6 �'' �. t�TH t o� (,�• ��\ OF f'P.VEt't1Et1T 1440 1445 of ` E) Iism O F5. 1440 ^y1 ,az ,�� �1 dc�° ��• �• aF EX15TnO SOU"11H OURS — b^o. �� 1 1. �A < l/ 1 1 t, ��• �i !� �,j1 11 R,� �l TOPOF ` 01^ _ ESarrNnalRB 1445 �� La,,a`' 1440 OMIT P ILE SCALE ORIZ. : I = 40 3 4 5 6 ? 8 9 VERT. = I" = 4' 10 11 12 13 14 _ 15 TEMPORARY PLAN SCALE 5EE T 2 u STREET EASEMENT w 1 = 40 f t� t , _-• -- t F- tl0 = z Q 1 z G,pp�p�„ N N g r A RQ 00,00" O Q nl o `1 d vt R = 35' m y tL in R = 35 B I d L =54•4I& oC 14• Ni cL L �j+ + u d T = 35.00 z W �'Q � u T = 3g.a�v �1 N d k LI Ne TO b * w 0DEDt PEAR NORTH NAI-TRAGI MAP x 8 .� v a r d � Z o � � 8 �i � � r ,� c Q _ �: T- z to 4 t(1 + – d� � dJ �' 4- �- r + w t Ii1clois �o + + Z � � �� $ O} 7 Z + l�Xts NORTH LINE + co m m F 6 W + �` '�' J + �v Q LO ? I :, IS 4D 0 �yJ' " - _ - } t; —79 + ,e40 v_ WI 4 )( 10 R.G• Wy, 3fo I — 17717 77— SURVE - Il N N EXIST. NORTH IZ/W LINE � /� /� �► � N � N N 3fb ,, . .. HIGHLAND g _ _ AVENUE _ -- - -- r;/ coNSrRucTloN STATE N HIGHWAY p,' 30 ) 38 J J Ex �T. SOUTH R/W LIN>: W rX15T. SOUTH R/W LINE g g w 13 9C r Y1 �,1 u Z J yXj W 1�10 IMl' VEMEAITS To HIG LAtJb AVE• REQUIREn� I w x 4 OMIT TEMPORARY SECONDARY ACCESS pL{ >, 0 W a I � DATE sTDs-��&TREET-TREE�--Dw-f bf E t THE EXl*T111G OVBKHeAV UTILITIES (TeLtcOMMUNIGATIOW" �W I CONSTRUC ON NOTES Q REV15Eb E.E? ALIGNMENT ir�"� Anp ELeOTRIGAI.) on TNe FKOJEOT SIVE 0� HI&Hl.At1D I „ AV5= 94AI4, be un0pK&Kounvsv FROM THE FIRST 1� con5T 4•1 C. PAVEMEnT OVER q.�. DESCRIPTION OF REVISION DATE CITY POLE OrF-StTt: E/IyT OF THE ERS"C I'ROJEGT bDUt?nAKY I V 11 In5TALL 5TO 51Gn PER CITY IN5PECTOR APPROVED. O I I2 PAInT STOP ! TOP BAR TO THE FIKST VOLE Orf-SrrC- WEST OF TME WEST on5T. CURB , GUTTER PER CALTRAM 5TO., A2-8 CITY OF RANCHO CUCAhhI�ONC�� ?fKrj sC.T aoumm , I I I Q—In5TALL '3500 H. 5.V. 5TREET LIGHT Y 37 In5TALL R-ZG(5) IGn @ --InSTALI_ R-IS 51 G OMIT STREET IMPROVEMENT PLAN FOR 39 tnBTALL_ W-II 51Gn @---In5TALL ECA 51 G APPROVAL AND PE9MIT MUST BE 5ECURED FROM CAL- 41 In5TALL G-7 (LOCLI5T AVE) Stcn HIGFiLAN D AVENUE - FROM 441'± WEST OF LOCUST AVE. TRANS FOR GONSTR 01-ION IN HIC-HLAND AVE• AND 47 In�TALL 2"i.4"retVwoov HeAmr, THE FUTURE t=OOTNI I.L FREE-WAY, 549'tEAST OF LOCUST-AVE. See SHEET 17A roK om ipm, 3 4 TRA N 181 ArV 51Gnine rl-An �� at.s/I, 4�F ,.NF rA.N`.,�♦! APPROVED BY: DATE: //-� o•tl CITY ENGINEER B Rc.E. No. a_ 1.61 i E � DESIGN M I, EENDE No. � AND . SILN lIINF tlt ( G�0� 91- Ezp. 930.42 580 N. PARK AVE. ^lql Civl�- Q•`� .DRAWN POPINACA (714) 623-1595 � SHEET FOF SFO cfVlXL, 20 CHECKED �,,,, fa� DRAWING N0 _ ,,.0 E. NO / DATE FILE NO `fes PROJECT SHEET NO. /l OF J . w gOW-4-C - BENCH MARK NO. 148-B AT THE n.E.C. HIGHLAnD E ETI WAnDA �I,j nay oq AVE5., "' n/4= HIGHLAnD AVE., 24' E. ►►, �y •'h' �-` '� OF 4L ETIWANDA AVE. AT THE n.1 x. OF A 4416 8' DROP in BOX FOR DRAT n. JV } y CULVERT, 5ET 5TD. BRASS D15K. t.. 11 �: �► OG /k 44 fo /+ ASH 4/u �/ci JA/o F ELEV. 143ZAI Z 1555 S N N _ o Lp r�- v�, in � n.6 e,T loo v.�• N M U, �' h t- r M h noRTH I (P1. 45.bo) SEI✓ SHEET i FOR BENCH MARK EQUPRION I0y' 4`Yt:. h r u N (PI.53(ori) 11�P OF I /'?p , + � h dl W N N N NN r N � - W - + 03 ie N — 1555 ,� o.�o•,, 1545 1001 VC. U (Pt.4.5-Cr3) n.6. AT I V 104,66 1c• W Cp1.53.411) , Q � O U O d2. 42.23 � � � �i � r � p I y (fl.54.44) (P.1.52.42) 1.20•/0 r ; N 1 r It1 r • st . d A/4 "i4 e/4 a14 °/4 /4 "4 °/4 66, FS O 50 V G. 41 01 0 (FI. 48.44) (P.1. 41.53) 4-1.22' . . - 15 �t� r r } d '!4 '14 '14 +� 1545 Ir • ►14 L14 '14 "14 u loo vc. o.�•�, 60'0 o w u to �> u Tot' or+ 6 o � �H CILRO N o r 4 e o m o + fir• �' 8 q n.6- AT a ± t ± O P ' i N t . � SOUTH it -74 OL A TAn-OR. 1.2oy t — NOTE --- low. oGO% • 1545 CONTRA-Tor, SHAD. YEKIFY LZICNTiDN O.000 , aNn ELEVATION OF EXISTWO l2 INI4 K UNE �E�E THE G'CART DI= COhISTCz(•IGTIDN. —_— _ WATEKLIhE TO NAVE 3G" rrIh. GC'VaK. PROFILE SCALE % — — _` `�— AFrKOl(IMAT7r WOXION OP 12" WATT LINE (PROT'EcT in ip1-AGE) FOK AMY COVER LE55THAM SG-, AFFROVA �. ` — 15 RE QUIRMO FROM C.C.W.Q. HORIZ = I"= 40' „ wwEtt>~p l2"WaTEt t_,rte _ _ •_ _ - r_ 14 15 .18 17 18 � VERT : 1 = 4 20 (OEe \N pLAn4 21 22 -23 � ti PLAN SCALE 1 = 40 W 14120 - 1 1 • S`fILE TREE L-EGEN fJ Q Z 11 11b It;e � -1s` li2d ! STIZEl� 50TANICAL NAME COMMON NAME SPACING SIZE GN.• `I ,m ( I Ci — 4 ,i � 1 II 1� I I SUMMIT AVC. PLATINUS LONDON 15 O ? - W/oETIWAHDA PLANE 30 O.C. . L �$ 22 2>t' II j Q — W I I r' d`�.. •r � � N � F` nl�ana A CERI FOLI A T I I h ►I I u� 4 N I ILS � T �II 0 �3 II ��i ncr I11 r r- IIII1 cn �•� I 1I e 18 4- � N o 1 f1 I N I T N x I N fr N 4# o• � 1� � �� I I 1 � Z r - ° ' l . ,,� -jI ,�% 215. S.00 f HEAOER _0 W_ YELLOW to - • N O '� SU M T GtO0N 2 °► 14 5d-4r sa16Y1:1,�AW AVENUE _ q R L,ITURE -3 1; w a - - C4 - Q 9 <2— 4" 13OKEN YELLOW— _. K.G.R^5P2 3 'h'� -- --- K(� q�—.�:.LROKEN Yt;l.l.t� h .----- .? Cj� __ ---- 15 a `'u -- °� 3 12 © - w E%l RD• 01 _11 LA - - -- - - -- -- --- -- - - 13 -- __-" - - X---x--x W -- -- --n ----�--- --x--- Y--- �� x W GOMMUnITY� WI2"TKg11 —. :SfbP 6 ID -SI c9 12' GpMMUI'IITY _ TKAIIr 7 ` ^b ST`�P' �° ,c x x4 Oct k .• k �l K 1l It 4—X— r X 3 Ico4.82 1G4.g0 1IL F -� cn I?v.G. 3 rtUiL. �EC1GE ? �� I°v.G. 3 KAIL FeT1GE a . W �. W .�y Iv •ST 5T.rumOti�j �0- ® '�1(O 3 OC ROW OF EUC.TREES J F� o II 3 v w w = `� 2 IW +c t�9 mi W o - I&REMOVE CONCRETE RIBBON LZ *� 44 34 m 33 14 II1 �9 2 1+J 1� c9 , i I� Q c N COMIRMTE NORTHERLV,RARKWAY-STREET TR65S AND 810SW4LIC 4 T N [0 - 4 4 v' - tU ®REVISE INTERb6GT10N OF Bl.Ve ACS ANO SUMMIT PwK rw*x-T jgm0_1• c6 12� 18' 18' Op. - N c9 + la1 181 I+ ccq m 2 UPDATE CORNER CUfS,STDS., STREET TREES, DWY. LOC.CBA 30 30 30 Q CITY D 8EE )ET 15 5EE SHEET 8 _ DESCRIPTION OF REVISION DATE PRO - J ��r,`• . APPROVED. ," CITY OF RANCHO CUCAMONGA GU►ZI3 CURVE pATA I 7 WZ- RIVEWI►Y PROAL f J � D AP 8 PER GITr srv. No. log k ® � E., � t0' Io' N DELTA RADIUS LE05TN J' &_WSIALL 3u'I Itl Pt 2cmrsTD 4ol-b STREET IMPROVEMENT PLAN FOR A 69. %bl 2g" 27.00 42.23 @Y__GOYKT. ¢N A.G. PAVERIEnT OVER 4" A 6. ��9 C10. Q —GonST• b GURS WI-94 GUTTER PER GIN STD rro• 104 ® of C;kvf �, IM5'TAL4- GHRIn W/woo, d 0 -l0" 24' 34" STCO 42.Go eo eT. HA.notcA.P RAmP PER el•nr sTa no. ,oz& t-ta - SUMMIT AVENUE —FROM BLUEGRASS AVE. TO IftTgW, TYPE N-4 / IWyfALLTYPE N-4 C� �— 300' EAST OF GOLDEN TRAILS AVE. W G bw 35' Id, 27.00 42.22 lJ 12 PAINT STOP AVD STOP LAR **"VIA sr-• PE Q Z Q a conST Loco. DEI'REsston PER c►TY S`v. no. ao7 ...I L'J In5TAL1. STREET Ljet4T S6WLUMEN H.PS.V. BY 5.G•E,PA1D AND COORDINATED BY c @) —mSTALL SoTREET nAme Sten PGR crTY sTn nn 4o1 ® DEVELOPER TRACT NO. 13812 _ I:i"ICU•4 f L. rI�L' 6"VIA.*1f L. FI p1r I 13 AOJUS`C WATER VALVE GOdER To 6RA•DE S� APPROVED 8Y: DATE: CONST BARRICADE PER CITY STD. ND• 131-A ® r -C�q \ �q -- AdaugY S•D M.H. To OrAVE ��zCITY ENGINEER BY �� RC.E. NO. !wn& CSA TE. t2E'j'AIL. tY�YALL 5w1nG GATE {SEK DETA11. LE�`T r 2:) " 0. 4v� !` :r`s ?, DESIGN RECOMMENDED uT.�. rrt�rrzt-err �:I r.•;�. c�� ` x '�j N•11 S1sN ENC t kEER I NO CO. 41 �,o ANORf/�. t�r- f Exp. q-,-,o.S7 580 N. PARD AVE. 14 AVJU5T S M R. TO O�AVE r DRAWN - SHEET �PAinT 4"SOLID DOUBLE YELLOW STRIPE p, / POWIDNA, CA (714) 623-1553 , _ cw11- c-T _ 18 of 20 PAITITB"50L►E3 WHITE STRIPE '�:9,• � n (0--mSTALL W-3 -' W-G(20 M.PH) 5)Grl ��F�f CAi��o4 l ��tao,". .. R.0 E. N 4 CONST 1 W 166 SIDEWALK ® CHECKED r as DRAWING N0 '� PER CITM STD• No. l03 G / • Ib CONST. 8"('UR$ ONLY PER CATY STD. NO. 10+ ® Gi7� DATE _ 4'1' a 9 FILE NO L /87 -- ... . _ . _.- _ .- PROJECT SHEET NO. OF 11 I r r / r ®tea �r �♦ � � � r . ® ♦ . •, t t ■ _ a r41 _ \ �► e L 0 r B ' 'o r r 1" 1 a y r 4 7 � I r ■r t e r k V L ra '� r r � ♦ d e r a � r �' r f►-, ,Ir 1 O fr y / r a e ® r. r r ` r +' s. ♦ r a i (r!- r �. , ,y� r J , it 1 dr � 1 � w • r I 1 / t i t / \ • w' CI _ r rlru • �rnrl■r—'— � r■/rrr , "r■rtrr�■irrl■r Ir ••Irk' r r r 7 ■ r , i rrrr. i 1 � V O ► a , Ilrl.. ■ r r / rr_ , ..► 1 , =I 1� rrr. .. , i ■■r.�— I r r ti �f rirrl I , dp No IHM NIMMEMENIPPER SPA a _ G r iM I" s r , r rrr�r-. •rr , r1�111�II M Ml I : rrrr_ \ �� low— NO r r l I � k r • r A .r i s 1 • lY� Q / - es r� • .. s I w rr w II II I • {J -ar■.rr. 11'1►� i�u s� v IL r • 4 f r _ r r , r _ ar , 1 r r d I � r I r . r Y 1 Jf r► i r t., r � t . bra !r r r J � � 1 r, c � • 1 1 I f, , v , • I r • r l i .. r 1 � r Fps `r IN t r r � I I I NCO I k i I r r , i a XAJ r ■ r f / ' r • [OIL / Y r ,r L • • r r r • r r t r , AO 'y ,r► Y I i _ r 1► r r i • r # w t r i • r r I r i• , r s r 1 • r I a l i r' I ,r J7 I � r► t /t f'.• r r I 'r• . • a r r , x' r i , r r r , t r N i r r i • ► 1 + • log.�4'V.c• BENCH MARK NO. 148-B AT THE n.E.C. HIGHLAnD 4 ETI WAnIDA �j o1 0 AVE5., holo' n/C HIGHLAn6 AVE., 24' E. / / oq a4 .Kt' L�4'1.,�I' OF ct ETIWANDA AVE. AT THE I'1.LLl.C. OF A 4'x8' OROP 11'1 BOX FOR DRAIn. p sp • CULVERT, 5ET 5TD. BRASS DI5K. /A AA &A /4 °/H ELEV. 1432.1012 1555 '� " o �, v�, F r 0 MO e,T loo V.e. sH � * ILIAnoRTH it 5F-E EET I FOR BENCH MARK EQI tNn0N � + tin 3Cl ►� O � 3 u' m 1,'42..•11' L,=4101 0 J U h IA I� CD i� >'. j OC &/ 11/4 %4 °/ %I% °%+ �•2090 _ a � � � c1 ul (Pi•`�}•�a'i) TOP OF 8 8 O O M 9 I- H sTj ffi rIOR114 CURB _ • p z � N r � N � � - n N � h r + + — + N 1555 �► 0•c0°,, 1545 U (R1. 45.Cr3) h.6. AT I m li I 104.W SLC- o W u d2.�e0' 1.20° d t9 11N 111 iz 0 r v >+ N N � T m U4 &4 sA4 NA 11/4 /4 °/4 °/4 u � FS N N N N � N N N VD tt g += 0 50 V.C. 42.00' + +9 r I 0- (PI. 48.44) (PI. 41.53) 2 42.2 15 — — — � * � m T 0 N u z[ 1/4 h1� 1114 a cPl. 4-I. ) o.roo•/ 1545 e a) 0 �R + �I U "14 &14 a/4 °14 V cr 100 V.G. ° D.(op c �> v Tor OF It� f � �} Q 19 N 6O 50UTH CURE N m r 6' W 4 It0 o — opN N o p � 00 N + + + N N 0 —� n.s. AT a N N N + + 4 . — —� —� �� 1.'14°d N N ��" R TAn.6R. _ NOTE _ — o�o% 1545 coNTRACTOK SHAu, YVKIPY LACAlION —\ �-- p�Nn EI.EYATIDN OF EXI5TIN6 l2" WC�TFiZ WNW Wr-010E THE GTAKT OF C W7(.ICTIDN, WATEKLInE TO HAVE 3G" 1'1'1111. GOVEK. PROFILE SCALE '- — `�- Ar'MO1(IMATIF WATION OF 12" WAT1;K LINE (PR�ecT In 4'LAGE) FOK Any COVEN LF-515 THAs 3G; ArrROV �_ 13 REQUI}'�� FRorri C.C.VY.10• VERT : I'�= 4' (5E�wAT6KWwtT.an jme — — ------- 14 —� 14 15 16 17 18 19 20 21 22 23 ------- U) U) ti PLAN SCALE Q 44 1 = 40 Ir W SfRELT TREE L r-C-vEWD Q�� ' J �o � 112' 11 14 , �.' n z� � � � z 14120 - 1 STREET W�AwCAL NAME COMMON NAME SPACING 812E I( j . II I I I (I I 1 I CL - C� If z ;+ SUMMIT avE. PLATIfJUS LONDON 30'O.C. 15 1$ 1U 22 2Z' L-11', I II 71 1.I N — of W/oETIwANDA PLANE CAI, W ( II J' ll" I d- •r �•, W I I m Norm►gl l A CE RI F'o U A TRS I ( I I I I I I _ \ V Z Q4- \7 u M II \ 1- o% I I In U �I I l I cfl v Q1 o f'3 1 �o 0 0 CA I I I v T I I ► 1I AV � III °�� I ) 1 � w IIr'il aNIn11 �' �D �• � � � * ai I I I I Iri N t N o o o I I r I V > -v1 I, 11 + o �- ��` we S,m I ao �a N x I a Ii _ . 11b►9S 4 ' �.� /1 -'I I � 215, 216. HEADER - N \ 1 _oto 0 9q - - - - 2 501,lQ YELLDW 12 {� m ro ' q E 14 50'-41 0Yv_ ,OW Cl F- F11-11,86 5Tk�E S -' ��' / oo' S_U NA I T o^/ VENUE _ q sou A cn w- m°� - a' 13 OKEN YELLOW,—� ----`��� p' 2 --- - --- 00 �^ --- R (,� it.G. P 3 �.^,�� 13 4� R.(,� -�.R —.4': -ROKEN YEl-LISW ��� — c' 13 - ---- - -- —- ----- _.._ _ - _ _ a 12 AN Lu cvMMunl rY1� w12 T Y2, 1 -. - - � RAIL 13 �Q GOMMUnITY TKAIL. ^� to _ - -- -I- I I - --- - - — xa � �— ---- —k-- �, �,- STOP' --� � � x x � 3 _ 75 I�o4•. 82 164.go � W--� ` cfl L^IvV.G. 3 RAIL �EI'IGE njh �� pv.G. 3 KAIL pet1GE a . rumrwo w F STA. F 0�j h C - 3 ® �rj 3 OC � ROW OF EU C.TREES J �--W— 0 n I O LL I W u 2 w s c <9 I W UREMOVE CONCRETE RIBBON 2O 0 44 34 m w 33 a zz �9 2 W r S I`9 E N COMPLETE NORTHERLY,PARKWAY-STftF,ET TREES AND 81MWALIC 4 ! �_ a N 4 4 - N ®REVISE 1NTERSEG'nON OF gLLCERACS ANO SUMMIT PER tQ°.cT I14I2p_1 c6 _ N 2 + 12' 18' lie rL la N C 2 UPDATE CORNER�UTS,STDS., STREET TREES, DW Y. LOC.C8A - � -, _- � oma . DESCRIPTION OF REVISION DATE CITY SEE S ET 15 5EE SHEET APPROVED. t_0�T��. N� � CITY OF RANCHO Cl�CA11�ONCA CURB CURVE DATA N 7 WVE�1►Y PROAc - D AP N PER CITY 9TD. r16. lot /t © , 10 10 DELTA RADIUS LEN6T N (/) 1 1►J5T A LL 121 PEiZ G1Y Stp 401-b fl r P cn J STREET IMPROVEMENT LAN FOR (1') _ �GOfI�T. ¢ A.G. P?VERtEC1T OVE2 4 A•S, A 8q° ?Cb 2q" 27-ab 42.23 N N L . Q Q con5T. B CURB wA?4 &UTTER PER GIT( 5TD f10• f D♦ f C%F t1� �c Q a- ® - SUM MIT AVENUE - FROM BLUEGRASS AVE. TO If1 '(ALL GHAIn W/IAGK - U -00 24' 34" ST CO 42.coo C� GonST. HAnolcAP Ramp PER cITY 5TD. no. 1102. Ift'%4 T`t'PE N-4 / 1nhTALL TYPE N-4 V' I ,, � IZ PAINT STOP AND STOP LAR 300' EAST OF GOLDEN TRAILS AVE. 3"DIA STL. In Fe W Q CO) Bq° 85 2a 27.00 42.22 Z S C+7nST LOCAL DEPRESS101-I FFR crrY V7 rr. 3017 . 1 0 Q �InSTGLL SrREC-T L16NT S8CoLUMEN H.P5.V. 13Y 5•G.E,PAID AND COORDINATED BY 6°dIA 5TL rl(�� 6.�I^ �L Fire Q0 IDJ mSTALL STIZEET nC&mF 516n p1=•R CrTY STD nc, 4o1 ® DEVELOPER p 13 A JUST WATER VALVe CONE To &RADE ----, TRACT NO. 13812 CONST BARRICADE PER CITY STD. NO. 131-A APPROVED BY: , ) > DATE: , ©q --• AD.iU51" 4,.D.M.H• TO 6rADE ;=.`-' `� CITY ENGINEER BY d�" � �'< R.C.E. NO. ` yam,\ It"�YALL SWIn6 GATE I'EK VeTAIL & LFrT �'` G A D I ; _ f' .n DESIGN RECOMMENDED 5W1C1 G E A L. T ET I ,� � - rtrrrrrt�rm�rt :z E E�I N G CO. oa;,"� 11�r I .' ... . . Y �'I �5E►� EI'%�`Ik 14 ADJUST �.M.bl• TO CIZA>7E c=� ErO f< <►. 580 N. PARK AVL, SHEET i1 PAInT 4" SOLID DOUBLE YELLOW STRIPE '," ,� P�/= QNf, CA (•714) 623-1595 W-PAmT 8"5000 WHITE 5TR1 PE o `�IL ,� G-�• 18 OF 20 43 W � - o� ( --m6TALL W-_3 - W-G(20 M.PH) 51Gr1 �E, t �;' �� CHECKED .�`�✓ay.4ea4,,�_ R-C Q',ds• DRAWING NO E. NF CONsr. 8" C1VR8 So►JLY APER GN CITY NO• o4 I©3 ® GIry DATE _ 9-I' !9 FILE NO — PROJECT SHEET NO, OF > 1 I BENCH MARK NO. 148-B AT THE N.E.C. HIGHLAND i ETIWANDA AVIi 4Gi7 Vt Cc& N./+- HIGHLAND AVE-, 24' E. OF -L Cpl 4r2•(00) T 4x8 DROP N R bOX F DRAIN. CULVERT U 5ET STD. 5RA55 DISK. ELEV. 1432.0012 cj ��. 2fi. tot ` ON Co. � o - � 40 .34 otJ c�. PEE I V I?i. ' DCfot $ $ (Pl.42.�i1) ]BENCH MARK EG2L,IATiON SHEET I FOR b to .Ifo' G• 4 ) s fie' 2. 0 v U o O 43 0 Z4 i O r o + -Ir t; 4 S - Nt1S U V t)AP N + -- _ r � t"k � � N � �q �; � �, J �+ i~ � �1- w 6' + M M + �- �. , s o Or Iff , +A•5 1545 Ir 46 ll 0.fa0% N N 1.40 NI CURE lop, C. tj c + = ) 124% I u g�o.tii Y.C. ImAt *4.11 p g 8 (1?►. 42.20 r y u (f?0 40.44) Nr O J > U>dj t- + + +tA _ � er• _ �` cotT A - 1545 is O 1545 0.60/ It F5. C. 04 M 1.409• (P.I. • 4�i•(op) _.�_� � ---� ---_. ffJ��41 'tJtd G►3 l2y `7 - o0 .3 Vp� A7' Y C• 2.217 ON C o (rii 4o-Iii N p t- APPROX MATE I,OGATIDIJ t- p y > v - + " + WATER LINE('I20TEG7In IFL-1111i o p J !li -� ► + r ...«4 N N J TOP OF d- dJ o �, a. ,6 d- 1545 a• $ �v �Y -- -- t � S _ t M dJ ��___ � �� 0•�' �.-.• 1.40'1. 6.o. NOTE GONTRAGTOR SHALL YERIF`l Lor-ATIOt I AWL? f,: G ATION OF EX15T11i 12" WATER LINETHE START OF CONSTRUCTION WATERLInE TO HAVE 36" Min.COVER.FOR Ar1Y COvEfv\ LE55 THAn 3(�,;ArrROVAL 15 REQUIXEn PROFILE SCALES r-t�orn C.C.vv0. HORIz: r'= 40' VERT: I"= 4' I _ , 23 24 25 26 27 28 29 30 [ _ 32 j3 : _ 34 ,,I ( � PLAN SCALE EXIST. METERED SERVICES TO BE RELOCATED AND RECONNECTED Nm I•I -- 1 = 40' w BY CONTRACTOR . 015TRICT TO INSTALL REPLACEMENT 3/4" METERS. 1412.0 0- -�jj 'A-0 -1 Iii A-,41 g l z �' W 1111c r- L\ 20 If 0 Q O I ( I CLv I •I �`- J r tj N pNSTRV� r 00 o I o v I& 0 t\ � W W �, o�E C OOP- + d N Q I I + yr o } V H Jl .9 S1 �+ d OVE pC.C.A GARAGE FL N R1 cn O p 1 N + U J r �j (flf + + D I k AP ROACHSO JOIN - O + a3 v W fir N � = 0 O �n N � t� ' �- N O � � �9 0 � � r % � + eo � In � - W li I ' O + tI1 N + _ + 44 N 6, �!: # + } �L0 �-ti -J Ill ao --- _ N m - A -- " s A �cA N W ♦ N �. M O N 3 c G R O V E 2 l MAx J W 9 - • A 11�� V d b 3 X W In I \� K ka� F = V `� /(� A N I r- Q X �R� �C x W -�- ,t }� Q ti t�Q W T jv / W - A pC __...--�---- . 44 qo N - -- � x _ A . _ f 44.23 w ` -_R st ���-� E _r - - 22 W -1.-=_= -=��3 �- `C: p C 3 2 S� MAX. SLOP wZ-( AND -_ -- _ W �% _- __ C -0� ----- � _ -- - w • i- ' O \ G �' - --ter e'" - - --�I1 2„ ='llDoN) -- - - Z O cOv �- p�, - --- �`� .`_.. .�4 gROKENYE LLow b �vn ��- � p 1�`C_P- -- _f_- -- - J Z_ foo' 4 •7J` i- - - -- -_-- J I ROW OF ELIC - 61 s :--- 3j_ ts-- - - ___- W � ' R�G•P 5.b TR ES - _ . �� _ c ROW OF EUC.TREESLc r Q Q Nr t I MAO,. '� w �SZ O ►w + + 4J cu N 11]0 K 111 I t 1 I ST��9 W W 4: FK- fl W W ► �; I W lj <T K_ . �+ i 6p �c V �A I 1 W 4�! L1 20 `; I"� `� > � `� 1 ofl lac CONISTRUCT4" PGC. DRWY 1ju EX.HOU5E,C � > I 111 � � � > ciW. vlip .3 i w tu > I �1 to oa > >D QI r-I IF .2 PER SECTION E-E w W W a 14' 2 VAKII%� p� t3! u1 � ,c i-► > >�I LLI f(1 I3 I w x� o y w JOIN E X 1ST. N.G. ac aG g W9 I .pC t0 0 • Leto• �S $ oC _ - - COMPLETE NORTHERLY FARICWAY 3�6ET T12EES AND 0 rz 8 N ►U `7TI� E � � + 01 N�• �- E I AW CUT J N N p( ® U T- sL � I WALK PORT HNDRRl� 2•I + + +ILS v o OAr- 1 u' 1 1 I `` + o ►4 P ' SIDE E S R TRACT 14120-I c6A 'hLAvO MAX 2•I �� �I~ }o o - O O - °�I 0 + + EXISTING GARAGE ►-- �t- o � III ARCA 41= TRtCS To bt [crmoV�� ANP RtPI.AC�C7 R ,�� . �'°::' cuRVE. DATA o p+ `� �HftT QLD rA NOT * F-7--;,-7 ] � �9 ® UPDATE STOS., STREET TREES, DWY. LOC. C8Aa2 tom- '7 i 7 T77 CONSTRUCTION NOTES DESCRIPTION OF REVISION DATE APPROVED. DELTA RADIUS LENGTH 3 CON5T• 4"A.C. PAVEMENT OVER 4!' A•6. A °J0 32' 27" 843.00 140.38 2 Co1.I5T. 8"CURS W/24" GUTTER PER CITY STD. NO. 10+( CITY OF RANCHO CUCA MONGA 90 32' ZT' 825.00 13'7.38 EX. HOUSE 9 INSTALL STREET LIGHT 5800 LUMEN H-Ii BY S.C.E. SECTION A-A SECTION C-C NOTE • NO W0l SHALL COMMENCE BETWEEN PAID AND COORDINATED BY DEVELOPER C 9° 32' 2�" 80'1.00 134.38 STA , 25 t AND S( IoN 32110 -��� -tori CAI. nE�esslorJ R CITY STV, NO. 07 STREET IMPROVEMENT PLAN FOR Q t oN 5o e4T UNTIL. � rf Lo PE 3 RIGNr- OF WAY HAS BEEN CI.EAR.ED. �- ApJIl5T' 9•D.M•N• TO C�► Ave p 8°4�4' 39" 80'1.00 123•ICo � QE 8°44' 39" 825.00 125.91 O7 CONST. DRIVEWAY APPROACH PER CITY STD. NO. ll ® SUMMIT AVE14UE-FROM 300' EAST OF GOLDEN TRAILS Imo, 20' F 8°44' 39" 843.00 128.105 b' 4a-COII 4' WIDE SIDEWALK PER CITY SM. NO. 103 ® TO 706'±WEST OF ETIWANDA AVE. 31 U 11�---CON-sr. 8 CU¢6 ONLY PER CITY SM. NO. 104 �CMovtrp P¢raK sHr r t ° 4'V.G. 1 G Cc 57 02 80"i•00 9?•9D JOIN EXIST. N.G. 2 VARIES � --1 _ z Cv°5�'OZ' 825.00 100-08 �, Q FG cr t _, jaoF-ess„�_ TRACT NO. 138[2 ° oo APPROVED BY: DATE: (0 5'7'02' 843 102 2Co 2• I . NOTE % INSTALL R- 2G (NO PARKING ANYTIME) vl)o �\ �� �; � �, �� CITY ENGINEER 8Y RC.E NO. I JO Co 09' I4' 1018.00 109.34 JOIN EXIST N.G. AT EACH STREET LIGHT LOCATION IJ 1 01 E j No. 820_1 x� DESIGN ANDREASEN ENGINEERING CO. RECOMMENDED E �K 10009' 14, 1000.00 l0�•41 �� N!s /a� ¢ Lips 3 3C 2 M,L• 580 N. PARK AVE. >�e III IL © Co 09' 14 982.00 105.41 W STREET TREE LEGEND ` s�qT cmv F��� ` j POMONA. CA. (714) 623-1595 O ,�[I F OF Ckl� fLq\1 VII, ��*i DRAWN SHEET SECTION 8- 8 SECTION D-D ,. - 15 6AL . 811(1. �UGALYPTUS - �F�f %a��FCP J.If. 19 oF_ 20 MACUWA- "IrMTTcf 00# SECTION E-E vK1va \ 7�I CHECKED ��`,..� �5 DRAWING N0 1. `3 M ZO Fall =MCT 1`w'1.2 �/ -- R.0 E. N0 /` r G�/ DATE q-!' �� FILE NO , PROJECT �. ' J T S HEET NO. - OF � RPM— g BENCH MARK NO . 148- B 8 ' 100 �t•G 4.7.49' ATTHE n.E.C. HIGHLAnD c ETIWAnDA AVES. , r&' n/�. HIGHLAI'1D AVE., 24'E. CPI i� U (N.34,04) OF <t_ ETI WAN DA AVE AT THE n-di.G. )u °oc $ &/ y4 °>'4 "�4 OF A 4'x8' DROP 111 BOX FOR DRAT n. - g O CULVERT, 5ET 5TD. BRA55 DI-5K. �'. •v s + + N / ELEV 1432.612 + K6. C N. p !i 1i SEE SHEET l FOR BENCA4 MARK EQNATION �. . _ TDP OF 14MTH CURB 400'1. 'Ifi 1935 IAO'V.C. 1935 C1'l. °31.01) > O•�5'l. Ir 1935 � �� • $ �� � ioo' v c. O•�7. ��� � � � `�• 1935 `�� • + AfM(,O%. LOCATION 01' 1211 WATEK LME Cr1.1 4 A �n�' 44*Of '/A.-'/4 1114 N d/4 4�4 a o THESE NOM REFER To ARV SHOWN ON BH T Iq 'of OF SM)TH a1 m,. *- NOTES FOR TREE REMOVAL PERMIT 90-14: L•D. # N 0 u V �a 1. This permit allows for the removal of 108 Eucalyptustrees whose location conflicts with rights-of-way improvements for o.rao�io N w 4�1 t 9 35 `''�` ta35 mm d ,, m _ _ Summit Avenue. This figure is approximate and ma re uire an t0.fl1'�) Y�• Q adjustment, plus or minus, in the total number Qf trees Tor ryw. , w. GUKo removed. 2. All trees proposed for removal shall be clearly marked for inspection and verification by the Planning Division prior to NOTE: commencement of work. GONTRAGTC)R 5HALL VERIFY LOCATION 3, Care shall be exercised by all individuals, developers and ANO ELEVATION OF EX15TIN6 12"WATER contractors working near the trees to be preserved to insure • s LINE BEFORE THE START OF GONSTRIJGTION. 4Q that no damage occurs to these trees. All construction shall # PROFILE SCALES WATERur•IETO HAVE fY14r1. OF 3Co" min. GOVEtQ• preserve and protect the health of trees to remain, and new HOR1Z: I" = 40' ' FOR A n Y COVER LE55 THA11 aro"APrROVAL 15 trees planted If replace those removed,, 'i n accordance with VERT: I" • 4' ` 1REQUIrm r-Ro ?l C.C.W.p the following gores: 35 36 37 38 39 40 41 42 � - ------ - ----- _ - - - ___ _ — a. No substantial disruption or removal of structural >Dr PLAN SCALE absorptive roots of any tree shall be performed; and EXIST. METEREQ 5ERVICE5 TO 6E RELOCATED AND b. No fill material shall be placed within 3 feet from the RECONNECTED BY CONTRACTOR. DISTRICT TO IN5TALL �� outer trunks or circumference of any tree; and REPLACEMENT 3/4" METERS. I ( I ��7 ' C. No fill materials shall be placed within the drip line a I ��� II of any tree in access of 18 inches in depth; and d. No substantial compaction of the soil within the drip c C w X i I line of any tree shall be undertaken; and y la r �: L,� 1� I ID e. No construction, including structures and walls, that ' �c disrupts the root system shall be permitted. As a 8 o r I `�,' r ; 1Z_ guideline, no cutting of roots should occur within a I� I distance equal to 3 and 1 i 8 • + in T '` q /2 times the trunk diameter, as +I + (L oII a ,n 0 '' II� a I � measured at ground level ; and In IL +I I +I + Q + tr1 I I m I II _ f. Eucalyptus trees to be preserved, shall have adequa* h:I MAX. �jriiN� — �\ Ix � B � w W v h�1 MAX. 51.06 � � �' , -ll I provisions for deep watering and limited surface Q — - - - — - -- - _ --- --- L- >3 � O�,I watering within feet of trunk. t ng 'th' 15 f t F- .N 2-,, - — 4. w W� B - Replacement planting shall 1 occur at the di in the Summit w ,12� 2 dS � � _ ,�t , _ Avenue street alignment where the entire windrow was removed SU�'ilt(1�T w . ... 4"gRt'�KEN YELLOW -- VEIV IE_ t7�TU fs In_Yri.4[st '_ _frt,'� ' M from the south i - N w._ - - 5 - - - side of the right-of-way. Preliminary figures sLA 4 % - f - estimate this to contain 4?5 lineal feet of street frontage. w � - �- - - - �= E (` `-" _ t ,��' -- �� 12 rye\ - Cal" -�- \gym 'hTree replacement spacing shall be at a 8 feet on center. -- -- - - _ -f UJ - __ __ - -- - _ __ °0' -- - - - --- - - - _ �`�, , - - - - 5. Tree replacement a 0Y, p cement shall consist of Eucalyptus maculata ♦ �--� ROW EUC. TREES I --.., - _-� - f��, f - N - ---- 8 -- 11 - I i� (Spotted Gum i n 15 2:I AMAX- OLOf'E v 1 2 ! ) gallon size minimum, and properly staked. 1 Z + D U-1 n] ��. oG_ 6. Tree replacement shall be shown on the Summit Avenue Street V Improvement Plans, subject to City Planner and City Engineer _J W 0 lu 5 Cj ,� w v fn lu IU N H C ' ' review STILI w �,� In w >v s (r o LL �!J pU • p � �. ;Q ev ew and approval prior to commencement of work. 0 0 V wl ,� I t e �( K( �� f.- + F•- h�B gl('r l°I FOlL � U] SW � IU w �JEG'R4Nb -D p-D a' o w o %U 7. This ermit is valid for 90 days from the date of final map a � oo � o vp � ° � ° 6 IE I iE I m P ,1,iw x� w1u �2 -3 a (> w w wl E W �I� u ; recordation or Building Permit issuance which > w 3 >u 3 > W > W ,, tr!� ( + ever occurs E Ep v �� ,c 2 oC �4t ;. 3 � first. Extensions may be granted upon written request. This �i� ` owc `� W �i� + ; +' I� Appeals s appealed within 10 calendar days. E J E N 3 �- decision is final unless a LU pP must be filed with the Secretaryof the Planning Q � off ► xic .� }�.. d-11°- �I� ± �T ►° I I ( Commission i n ri i n together i Q De 31 fP g } 1k I( 41.1 �UPDM sms.,) PER 77-ACT 1412o-I G6A If w-ew Pk >g +� CURB CURVE DATA a- ® UPDATE STDS., STREET TREES, DWY. LOC.CBA A & 89•�Yt'O't" R= 2'7.00' L- 4'2.19' Q- &a 9O. 2 '58' R- 1100 L c *I.G3' DESCRIPTION OF REVISION DATE ITY CONSTRUCTION NOTES APPROVED. 2�--CON57. 4"A.C. PAVEMENT OVER 40A-15P• CITY OF RANCHO CONST. 8` CURB W24-GUTTER PER CITY 5TD. NO. 104 ® CUCAMONGA II It15TALL STOP 5lGN PER CITY�p"Q� pg/t CrT�(STp,4p1-d ® P 912 PAINT STOP AND STOP BAR STREET EC IMPROVEMENT PLAN FOR —In5TALL W-1-1 W/LEGEND ga_cowsT. LOC,At, vvmc-sSION PER CITY 9TR %Ia 307 Q--ADJUA, . 1i,-V N.H To GKAVC NOTE: IN5TALL R-2G (NO PARKINGANY TIME) SUMMIT AVENUE -FROM 706' WEST OF ETIWANDA AVE --G4112T. A.G- rAb AT EACH STREET LIGHT LOCATION �--- Fe move ex1�rt. poe- A-&TK. prAnCJI2BL TO ETIWANDA AVE. 51 l rlloVe Ex*T r-6.0- C-UK5 Q ®2 -- KEmov6 Exr:�sf• mO6K cuK& I &LJTTEK STKEeT 1_04r�'?� I.LIMEn 41.1'5-V. &TSL.�• © ; �. TRACT NO. 13812 rAlp ANP GerKDrNATr✓D b1' DEVECorEIC APPROVED BY' DATE. -15' D HiC3 HLAND AVENUE CITY ENGINEER 6 &J� RC.E No. /8/7 Exp . �. .� DESIGN �,r,r� ' s , .` ►1 n n ECOMMENDE J�grFOF1CA`\FOQ�\�c `h. CIVIL ���P DRAWN "ltdr�yt .t ' � X73 15q5 SHEET E OF CAI\FG•2 _ 20 of 20 i CHECKED R.0 E. NODRAWING NO • '�'� ���S DATE FILE NO _ 7 PROJECT SHEET NO. OF -71