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Home My WebLink About1695 -LO`T HM, SHEET 9-- VICTORIA STREET -4- 4- ------ SHEE 1 7 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, �EORGE�OURT INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. U 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE SHEE� LL1 TRACT t 5915 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, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. Ld 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL cc SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM BE STREET P R 0 V Edla&M� E N T PLA -..N- S 0 0- - HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. JESSIE COURT lu co LU LLJ 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING _j DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA CONSTRUCTION NOTES and ESTIMATE of QUAN=S: SHEET 4 EASEMENT OR RIGHT OF WAY. VICINIfY MAP LU 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL CONSTRUCT P.C.C. CURB AND GUTTER PER RANCHO CUCAMONGA STD. DWG. NO. 104, TYPE A2-6. 6980 L.F. 0 z HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUBGRADE ELEVATION AND AT NOT MORE Uj THAN 50.00 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED Lj CONTRUCT A.C. BERM PER RANCHO CUCAMONGA STD. DWG. NO. 104, TYPE D1-6.WITH WHITE REFLECTIVE PAINT. 1270 L.F. _j > AT WARPED OR VERTICAL CURVE AREAS. a- to < CONSTRUCT COBBLE CURB AND GUTTER PER RANCHO CUCAMONGA STD. DWG. NO. 105-B, 10" C.F. OR VARIES. 370 L.F. HIGHLAND (STATE HIGHWAY 30) AVENUE 0__ CL. 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. &_CONSTRUCT P.C.C. SIDEWALK PER RANCHO CUCAMONGA STD. DWG. NO. 103. 7910 S.F. WDLEFUDGE DRWE z V) < S.F. 7. COMPACTION TEST OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND z z CONSTRUCT P.C.C. ACCESS RAMP PER RANCHO CUCAMONGA STD. DWG. NO. 102. 2200 z ETIWANDA ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT Uj ` PROJECT SITE 0 SHALL > :z -1r: -INTERMEDIATE 2100 _j cc 1-U WITH THESE COMPACTION TESTS BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE LI SCHOOL CONSTRUCT P.C.C. CROSS GUTTER PER RANCHO CUCAMONGA STD. DWG. NO. 106-A. S.F. 0 :31 CD . :3 PLACEMENT OF BASE MATERIALS AND OR SURFACING. 6395 S.F. U 0 - Lu CONSTRUCT P.C.C. DRIVE APPROACH AND SIDEWALK PER RANCHO CUCAMONGA STD. DWG. NO. 101, TYPE R-1. 0 LU_ 8. 0- LLJ Uj V) VICTORIA STREET 1.W AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING y I W 104650 S.F. ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT _j CONSTRUCT 3- (MINIMUM) A.C. PAVEMENT OVER 4- (MINIMUM) C.A.B. Z� N.T.S. 0) PAVING. 0 VICTORIA PARK LN. k co CONSTRUCT 4- (MINIMUM) A.C. PAVEMENT OVER 4- (MINIMUM) C.A.B. 19920 S.F. co HHHH-11.1. .1. H+H H HHHHHH 11''..... LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND SAND CO RR ....... 9 EQUIVALENT OF AGGREGATE BASE. Uj SPT CO RR CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY MISC. FACILITIES (I.E. CONDUITS, PULLBOXES, HANDHOLIES, ETC.) co - PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMIT-TED TO THE CITY ENGINEER HHHi I ..1.1-I I�// INSTALL 5800 LUMENS STREET LIGHT BY S.C.E., PAID FOR BY CONTRACTOR, COORDINATED BY CONTRACTOR. GENERAL 35 EA. BASELINE ROAD AS REQUIRED BY S.C.E. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE BASELINE ROAD ADJUST MANHOLE TO GRADE. 25 EA. RAILROAD EASEMENT STRUCTURAL SECTIONS. TERRA VISTA L.S. Ek 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB- PARKWAY ADJUST WATER VALVE BOX TO GRADE. < WNFW GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS 0 'p OR DEPRESSIONS SHALL BE FILLED WITH A FINE MATERIAL OF QUALITY BETTER THAN THE NATIVE MATERIAL. z .0 8 EA. < _0 INSTALL STREET NAME SIGN PER RANCHO CUCAMONGA STD. DWG. NO 401-A AND 401-B. 3: _&N 12. IF THE ASPHALTIC CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR CHURCH ST. INSTALL R-1 "STOP" SIGN ON POST PER RANCHO CUCAMONGA STD. DWG. NO. 401-B. 7 EA. T INPrX MAP USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR FULL PAVEMENT WIDTH PRIOR TO PAVING. TO INTERSTATE 10--i &-APPLY STOP BAR AND LEGEND PER CALTRANS SPECIFICATIONS. 7 EA NO S I CALE 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, RELOCATE EXISTING UTILITY POLE. 3 EA THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE 4700 S.F. �M:) i 1 61 5UVVFY MONUMFNTATION : OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. SAW-CUT AND REMOVE EXISTING A.C. PAVEMENT. I HERE-BY CERTIFY THAT I HAVE IDENTrFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD DING. NUMBERS 401-A & 401-8 SHALL BE CONSTRUCTED COLD PLANE EXISTING A.C. PAVEMENT 0.10' MINIMUM. 4050 S.F. BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND AT EACH INTERSECTION. ARE DESCRIBED AS FOLLOWS. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF CONSTRUCT 0.10' MINIMUM A.C. PAVEMENT OVERLAY. 6730 S.F. MONIJM324T DESCR=OM: ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. TREE PROTECTION NOTE: REMOVE EXISTING COBBLE CURB. 380 LF. ED FOUND 1" I.P. TAGGED L.S.4132, NO REFERENCE ALL TREES DETERMINED TO BE PROTECTED IN 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT PLACE SHALL HAVE A CHAIN LINK FENCE CONSTRUCT 3" THICK, 4.00' WIDE A.C. PAVEMENT TEMPORARY WALKWAY PER DETAJL HERE-ON. 2550 S.F. LEGEND: CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. INSTALL D 10' BEYOND DRIP LINE PRIOR 17. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO (2) WORKING DAYS PRIOR TO TO ANY CONSTRUCTION, AND SHALL REMAIN @I`__REMOVE EXISTING P.C.C. CURB AND A.C. PAVEMENT SLAB. 1100 S.F. DENOTES MONUMENT NODE, SEE PLAN(S) FOR LOCATION(S) THE START OF CONSTRUCTION. DURING ALL PHASES OF CONSTRUCTION PER RANCHO CUCAMONGA STD. DWG. NO. 101, TYPE C. 280 S.F. UNLESS DIRECTED BY THE CITY OF RANCHO CONSTRUCT P.C.C. DRIVE APPROACH AND SIDEWALK UNDERGROUND SERVICE ALERT: 18. THE FINAL SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES CUCAMONGA INSPECTOR. MODIFIED WITH COBBLE CURB. 0 AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS INCLUDING GRADING INSTALL REDWOOD HEADER PER DETAIL HERE-ON 2560 L.F, - HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. INSTALL STREET TREE PER LEGEND AND INSTALLATION NOTES,514EET SEE LEGEND Ccill:Toll FREE 19. CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO EXCAVATION. 1-800 BENCHMARK: APPLY 4* WIDE SOLID WHITE STRIPE 100 LF. 422-4133 CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10051: 20. WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED OR SHALL BE REFERENCED AND RESET APPLY 4" WIDE DOUBLE SOLID YELLOW STRIPE 380 L.F. 2" BRASS DISK IN CONCRETE CURB STAMPED PURSUANT TO BUSINESS AND PROFESSIONS COD SECTIONS 8700 TO 8805 (LAND SURVEYOR'S ACT). "CITY OF RANCHO CUCAMONGA IBM 10051 1897* &-INSTALL W6(15) OVER W3(RT.) ON POST PER CALTRANS STDS. AND SPECIFICATIONS. 2 Ek TWO WORKING DAYS BEFORE YOU DIG AT THE NORTHWEST CORNER OF BASE UNE ROAD AND A.C. BERM ALONG "CAUTION": Remember that the USA Center SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVE., VICTORIA AND *B" ST. INSTALL W53 PER CALTRANS STDS. AND SPECIFICATIONS. 3 EA. notifies only those utilities belonging to AT SOUTHERLY END OF CATCH BASIN 2 FT NORTH OF the center; there could be other utilities FIELD VERIFY, present at the work site. The center will BEGINNING OF CURB RETURN. 0.50' MINIMUM 2X4 REDWOOD HEADER inform you of whom they will notify. ELEVATION: 1300.686' INSTALL R26 SIGN ON POST (UNLESS NOTED ON LIGHT STANDARD) PER CALTRANS STDS. & SPECIFICATIONS. 5 Ek 4.00' INSTALL R26B SIGN ON POST (UNLESS NOTED ON LIGHT STANDARD) PER CALTRANS STDS. & SPECIFICATIONS. _Ek TO CONTP-,,AC1'019-,, : NOTE: NOTIC� PAINT 4" WIDE PAINT 4* WID A.C. WALKWAY SHOWN ON PLAN 4" INSTALL R26S SIGN ON POST PER CALTRANS STDS. & SPECIFICATIONS. Ek WH[TE TRAFFIC WHITE TRAFFIC IS CONCEPTUAL ONLY, CONTRACTOR L.S. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN GRADE PAINT. GRADE PAINT. SHALL FIELD LOCATE WALKWAY TO 1X2X12 REDWOOD STAKES REMOVE EXISTING TREE ARE OBTAINED 13Y A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO 2.00x THE APPROVAL OF THE CITY OF 0 4.00' O.C. MAXIMUM. PROTECT EXISTING TREE IN PLACE UNLESS OTHERWISE DIRECTED BY CITY INSPECTOR OR EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THESE PLANS ARE NOT INTENDED TO SHOW RANCHO CUCAMONGA INSPECTOR. ARBORICULTURAL CONSULTANT. (SEE TREE PROTECTION NOTES, HERE-ON) L.S. A.C. PAVEMENT EET)j LOCATIONS OF ELECTRICAL LINES, LANDSCAPE IRRIGATION LINES, ETC. THE CONTRACTOR SHALL TAKE DUE OR A.C. SIDEWALK 5 INSTALL TYPE 'N' MARKER WITH W57(L) PER CALTRANS STDS. & SPECIFICATIONS. I Ek PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES AND STRUCTURES SHOWN ON THESE PLANS. &__ -7 41A417,-,P qc-C.CSS 41.es PA1q. /_/O. )r THE EXISTING UNDERGROUND UTIUTIES AND SUBSTRUCTURES IDENTIFIED ON THESE PLANS WERE TAKEN FROM 24 46, AVAILABLE RECORDS AND SHOWN ACCORDINGLY. IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR 24 HFAPW PFfAL LOTS "A" and "B" CONSTRUCTION NOTES and ESTIMATE OF QUANTITIES: PUBLIC WORKS CONSTRUCTION PART 1 SECTION 5, THE CONTRACTOR IS RESPONSIBLE FOR CONTACT1NG Ln UNDERGROUND SERVICE ALERT (OR CALTRANS ON STATE HIGHWAYS) TO IDENTIFY ALL EXISTING UTILITIES, W _AL WHETHER SHOWN ON THESE PLANS OR NOT, AND SHALL DETERMINE THEIR LOCATIONS & DEPTHS, >< AL, WA-r, PF1 24 NO SCALE T1 CONSTRUCT COMMUNITY TRAIL PER RANCHO CUCAMONGA STD. DWG. NO. 1004 1330 INCLUDING SERVICE CONNECTIONS WHICH MAY AFFECT OR BE AFFECTED BY ITS OPERATIONS PRIOR TO L.F. NO SCALE a- STARTING WORK ON THE PROJECT. IF CONFUCTING UTILITIES ARE NOT BROUGHT TO THE ENGINEER'S CONSTRUCT 6.00' WIDE P.C.C. PEDESTRIAN ACCESS TRAIL PER RANCHO CUCAMONGA SIDEWALK PROPOSED RIGHT OF WAY &_��___DETAIL: STD. DWC. NO. 103. 3780 S.F. ATTENTION PRIOR TO THE START OF THE CONTRACTOR'S WORK, THE ENGINEER WILL NOT BE RESPONSIBLE 25.00' FOR ANY CHANCES, REVISIONS OR MODIFICATIONS. 40' Of EXISTING RIGHT OF WAY 44' CONSTRUCT P.C.C. 'V' DITCH GUTTER PER DETAIL, SHEET 9. 530 LF. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATE'D TO THESE PLANS 3c: G CONSTRUCT CATCH BASIN AND STORM PIPE PER STORM DRAIN IMPROVEMENT PLANS. N/A SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND of 30' THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE 10, 1 z 4 Ek *OCCUPATIONAL SAFETY AND HEALTH REGULATION" OF THE DEPARTMENT OF U.S. LABOR, AND WITH THE :D WROUGHTIRON- 20' 24' UNDERGROUND EXISTING OVERHEAD UTILITY TO THE APPROVAL OF GOVERNING AGENCY AND REMOVE POLE. 0 - z STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS ONSTRUCTION SAFETY ORDERS'. 12' 18' 10' m FENCE PER _!4 LANDSCAPE PLANS 4' _16' 12' 12' T CONSTRUCT P.C.C. TRAIL ACCESS CROSS GUTTER PER DETAIL "A*, SHEET 9. 100 S.F. 28.00' 0 THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS 4' 8' 11.50' r4 Of T.C.,23'± 100-S.F. COMPLIANCE WITH THE "OCCUPATIONAL HEALTH AND SAFETY REGULATIONS* OF THE U.S. DEPARTMENT OF J JOIN EXISTING (3 EXISTIN T7 CONSTRUCT P.C.C. TRAIL ACCESS CROSS GUTTER PER DETAIL *8", SHEET 9. CTI 6 0 DAYLIGHT 111OV?,Of ESS/51�� LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY r__ 4 17 T8 CONSTRUCT COMMUNITY TRIAL PASS THROUGH PER RANCHO CUCAMONGA STD. DWG. NO. 1007. 3 EA. h, CD 0.50' 11 4- ORDERS". 1.00' 3 2' MIN. 200% MIN, 3.00% MO- CONSTRUCT VEHICULAR ACCESS GATE WITH SIDE ACCESS PER RANCHO CUCAMONGA STD. DING. NO. 1006-C. ��; E. 06,441ev. Ek 1�,; CD e -4-1W. 2.0% -70 CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB 1.70% 1-Do' ��EXISTTNG GRADE 2.0% SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL i- 1.70% TO C.L. THE QUANTITIES NOTED ON THIS PLAN 13Y THE ENGINEER SOLELY AS AN ESTIMATE OF THE WORK rl. L CC PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE UMITED TO LD FENCE REQUIRED FOR THE PROJECT, THE CONTRACTOR IS HERE-13Y N011FIED TO PROVIDE A BID BASED ON HIS OWN N 2 224 C-%j I NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER DETERMINATION OF QUANTITIES AND A COMPLETE JOB. ... ... ...... _7 I Its AND THE ENGINEER HARMLESS FROM ANY AND ALL UABUTY, REAL OR ALLEGED, IN CONNECTION WITH THE 19 41r--- r, 01 N. PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF _0 d - C1 v I I THE OWNER OR ENGINEER. U� 9 T,I.- REDWOOD HEADER 0 PLAN L�6� W (5f7f C,-FU1 f. C 1111111 On r-46 ( 5ff C4FNFM NOTE NO, 9) T.I.-B L L- , ?4 AJO7, 1( �()t (A P,-46 ( 5FF CAFNFM NOTE NO, 9) SYMBOL STREET NAME BOTANICAL/COMMON NAME QTY. SPACING SIZE &vd,15D 51ieEEr reer5 lAz4 soErr5,) Tyrg # irf^c i"45i- FL OW I INL SADDLERIDGE DRIVE 5IFE SIREET e F:i'T- 1-�EPJV 4 t4d[TES 119Y 04.4- 1120 9000 Lij cArljw� PLAC� fT1CP4_ 5�CTION ZL L�j �TIWANPA AVWJF r�C.C. rOM AN12 CF_Mr NT CONCM Tt IV 0* 1�00 PISTACIA CHINENSIS cn &M,4� aemss /1/4 n 6-r.,Pe &ace 4t Z 0,?' 16 LLA 5TA, 2 8 46 TO 5TA. 9 20 F 5 PF51CAN FIN15H 5Lff ACF- CEORGECOURT CUMESE PISTACRE 97 30' 0.10. 15 CAL. FDEI,,F7--,P W1AJDk'0j41RLdAJ45 V167delR S7., S-#;F.7 13Y / DATE BY DATE __j --- ------- STATION 17+54.21 TO STA. 20+16.89 NO SCALE FLOW-INIF 0 JESSIE COURT DESCRIPTION OF REVISION NO SCALE DESIGN CITY CRAPE PLACE ENGINEER APPROVED 3: 50' 3: 3: 50' 3: EY,1511NC4 CMN LINK FFNC� SPENCER COURf , EUCALYPTUS A17CHOLH Uj 64 Uj Of 25' 25' 25' 25' E�)(15TINCI TW-F- 5TLIMr ISLE COURT NICHOL'S WILLOW-LEAFED PEPPERAIT01' 25' 0.C. 15 CAL. CITY OF RANCHO CUCAMONGA Cr 7 7 18' 18, 12' 7- - 18' 18, HARNE COURT 4 �X]5-11NC, TW-r ETrIIIANDA AVENUE CT) 6 _j 6 _j LD �45-TINCA PA-M TMF STREET WROVEMM PUNS 0.50' 1 8 8 1 1 17� VICTORIA STREET EUCALYPift MA6UTA 54 a' 0.C. SPOTTED CUM nUCT 15915 2.0% 2.0% 2.OX 2.0% - 1.70% 1.7o% - 1.70% 1.70% - CD MMOVr FX15TINC4 A,C. PA\/FMrNT IMrW\/rMrNT TM SHEET C_ CIL T fkt� IN5,T&LMON NOTF,5, 5TPT� APPROVED BY: DATE COLt) MIL-L, �Xbfl% A.C. FAVF-MFNT 0.10' MIN, 1. ALL STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO CITY STANDARDS & SPECIFICATIONS AS MT ENGIMER /i </ z" 'I Aq�53 PROXIMITY TO HARDSCAP��OICTATES. NO STREET TREE SHALL BE PLANTED WHERE THE CE4TER OF THE L R.C.E. No. C) TRUNK IS CLOSER TO THREE FEET (3') TO THE FACE OF CURB, UNLESS OTHERWISE NOTED AND DESIGN RECOMMENDED �_46 ( 5�F cAftm Not NO, 9) NO STREET TREE-SHALL BE PLANTED ANY CLOSER THAN 10' FROM THE OUTS ERIOF DERBISH, -Ln- �0 DGA IDE DIA ANY UNDERGR,XND UTILITY (ONLY 5' FROM PUBLIC STORM DRAIN), UNLESS OTHERWISE ECTED. CON5TVXf A.C. rAvr-mFNT 2. PRIOR TO CPMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SUITABILITY/FER-TILITY SOILS REPORT S WC 4- �7.09 to 5TA, I I A- 6 1 .8 S T S GUERRA & 5APP��[, V-46 ( 5�� C4FNFM NOTE NO. 9) 'OR XL BE FURNISIHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE, DRAWN S:I I EEI LZ BACKEILt SOIL AMENDMENTS AS DETERMINED BY THE CITY INSPECTOR. ISIO DGA 7-, Gz,� ASSOCIATES E 6FOVCiF Cf., 1551F C-r,, 5PFNCFP,. C-r,, 15[-F Cf., HAPINF Cf. 5AI2[2�WV6� POV�: 5fA, 14- ��?9,08 to 5fA. 7+ 4-1.09 PRIOR 3. ALI,-STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE CITY ENGINEERING DIV N CIVIL ENGINEERS OF A.C. rA\/F MF-Nf OVrn-AY 0.10' MIN, TO AND AFTER STREET TREE INSTALLATION. C7) C) & CAPWF r� ., 5TA. 1 + -4�? .04 TO 5TA, 2 8�2 ,46 NO SCALE STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. CHECKED 8,)3'1 Li](A A�fAil Ztill, 1,�)O DRAWING No L_ - RANCHO CUCA. CA. 91730 NO SCALE CITY (909) 987-4306 1 cod"!5 41 I t-1 4-- tt---tf i -I +TI6 Ir �L Ci RVE 55.02T WF� RErURN I EL4 -34.50 LL 474 rL SL A I' I A )a Q IiZ4 42,* 111:& v Tic fin n n, w MT- 4� 1`4 EVI NJ �p 0� & 'A A/A PWPOMD OF CA� 4 �,l JA/,j "A '6/4 U f I 9 R Tm�-4.� t 11 ILI re CIE PROPOSED TOR Of CUIRdl, 'i ;4 C', 48!- -GENTM-1 W ti- Aj �7- C-4 ow -1 T 41� t 19 t a0s 0, m Rmk ILI" m 'zi- t I J Ell. P1 ELV F2.7( V Lj ji AtRAL- gum c Y--, C, . .... .... .... )E Al -CEf TEK NE- -TO -4.!7% A C-4 FIN Lm-qj�k u I`ZIM �P GRADE kT a,.NM LINE" ru av AM I;v m ELt 6OLC Il IL C1 A/ i A - - - - -- c-j fww_ STA LRIII ELEV 30.,14 ELI 30.3� C-4 Ll 801 D' VE RM 1. CLWE I?-K - -- - F, w t 0. MR. v, L FLU toi. IF A SE Z 8' OIJTI I OF ICW TRU#E--f, TM.=4.!7% Aj. I All A, I IrY4 -741 11 vxul`uz�tt fur Ur LIUKt W-*O rc ICU 2 1 18' SOUT11 OF CENI FRUI IIE Pol- C9 1 #1 ad� t t 1.4 0 all t T PROFILE SCALES: I i f t 1 -1 t I i I t t I I I I HORIZ. 1 "=40' - - - - -- - Y VERT.: 199=49 12+00 11+00 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 GRAPE PLACE If $�E SHEET 3 cf� uj of C, uj 03 uj m ui C) ul 01 Li uj < u C; z rl) to q w n ED 12' p- X) Li L) -j m Uj U ' U � -i SADDLERIDGE DRIVE m 00 00 C, Lj;; M + mm aq If Lr) 11 0) 14 33 cr w -j c, 06 + c) L� LZ a te) 12 ! :, CD 10 lz� zl�0 Lj C> Il'l X: 16 (D 4m Il 0; q q 13 + C) 00 Lj V- 7; L0 15 LQ c; C) to C, �::�- b -d- +C> c� M. �: c --.Cl '0 to to-cO CD m 06 C! 0) CID - -w c� po C'� `0 M cu L0 C) a + 3 + + 00 + 0 EO 01 3r cl, + t1; LO U-) (6 1 - Ln C) mn w 17 C! in q 1� -1� 4 z `0- C:) 34 C) m ci L 4 + -j -j +C) 'n in c5 + 64 C) 46 31; 6 b -i - 174.19' 4' 35 0)L.� d 1 m.0- c, 99-97' A UIR 41b %N1 9l V) U) c) K)C) W��A cy; Ln Uj (0- C14 C) +r-i 1 po 0, --L M 9;�07- -.,d 11 cu-15i + + + C) - 155.67' o- -q- C:, Typ. C'� TYP T :z p ca -,Also 150.05 135. 7' z C ill \.-- - V) 12 N 89*57'23' W C, W 81.001 , 12 4?, 46,60' 18 c+9-2 -- F- rc - 1 1 5 LU + !3 v V) 4 1� I - I - -J N 89*5 124.92' A V C147 1 --D39.96 15 CD 00 1 163.75' to I cy) In 1--� - P-� 15 C-14 1Y/.. cz� 14 136.12'bL"'i I - I f LID TYP. All + C.14 U -c- C? 2 co b 0) c ; Lu Lu 10 C) L) cD CD to 2 TYP. u L 1,xlll I co c� Lu M to 6E -4: U:� CL c) 14 K- -u* L0 c � / il/� I I - - - ---- -- --- 10 C) V) It) Fkf 6 14,5.68' C 0-c' C�' w EO 'L02 N00 Z 05 C7; t. cr + 01 u- u- -j C) n 20000 CD C14 22 a, 0-C> 1 11 +1 23 A r-i -47 27 En a- + u 2 M. C? co m a: w 11 11 % r-- C-1 L)Cl cli m cl� C) cl�w Lu cc U:> DO' + -: 0 w + 28 rn if 11) _j of C) 7.00 to w- 00 uj n L) Lu coo 7.00ll=- + 7 z lc-� r-10- (0 Lj cli__j 5-- LO 0 0-0 Go CN 0 0 < I + 5' + in fl--, =I I t 1- -r-_ 00 to mb w CN 0) u--i C-4 C3 CN +6 32 04 C) .6 .6cn ch 03 C) +c� -7 '-1-rn -i rn C:) w r b +'i -i(6�! Ln cn 10" --Fx T + + -�3 Il-b 11 +1 LLJ -U3 (n C3 13 w 0 LIE q r-,,6 (n Lj 0 UZ SADDLER GE DRIVE I LO -1 cn�--uj w m s E I RT + DRIVE APPROACH NOTE: CO) 6 THE CONTRACTOR SHALL COORDINATE eE S14E 6 C? THE LOCATION OF THE DRIVE APPROACH SEE S�E SHOWN AT STATION 3+14.46 TO THE 7 8 1 1 1 APPROVAL OF THE PROPERTY OWNER 6i AND THE CML ENGINEER OF RECORD. C.L. BAS LINE RD.= 7�j 0+00.00 C.L. ETIWANDA AVE. ll�s 5Tm, �-r TmF iN5-r&LA-noN Nar�5. 1. ALL STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO CITY STANDARDS & SPECIFICATIONS AS PROXIMITY TO HARDSCAPE DICTATES. NO STREET TREE SHALL BE PLANTED WHERE THE CENTER OF THE TRUNK IS CLOSER TO THREE FEET (3') TO THE FACE OF CURB, UNLESS OTHERWISE NOTED AND J= NO STREET TREE SHALL BE PLANTED ANY CLOSER THAN 10' FROM THE OUTSIDE DIAMETER OF ��s 5VTFT T-T� Lr6rNp : ANY UNDERGROUND UTILITY (ONLY 5' FROM PUBLIC STORM DRAIN), UNLESS OTHERWISE DIRECTED. I?lEV1iE9 '57TeEST 4 A"eJ 6raET TF-F-F-LE4EOD/ilJcqF--, QUANTITY 2. PRIOR TO COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SUITABILITY/FERTILITY SOILS REPORT SHALL CONSTRUCTION NOTES: BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE zlo� T-) STREET SYMBOL BOT. NAME COMMON NAME SLM & SPACING BACKFILL SOIL AMENDMENTS AS DETERMINED BY THE CITY INSPECTOR. Lij 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE CITY ENGINEERING DIVISION PRIOR BY DATE BY DATE LLJ CONSTRUCT P.C.C. CURB AND GUTTER PER RANCHO CUCAMONGA STD. Dl NO. 104, TYPE A2-6. EUCALYPTUS RED GUM 5 GAL. 5 EA. TO AND AFTER STREET TREE INSTALLATION. DESCRIPTION OF REVISION 0- ETIWANDA AVENUE CAMALDULENSIS 30' O.C. 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. DESIGN CITY U-) CUMIE DATA SCHEDULE: ENGINEER APPROVED `r I u NO. A T R L d CONSTRUCT P.C.C. SIDEWALK PER RANCHO CUCAMONGA STD. DWG. NO. 103; W=4,. SADDLERIDGE DRIVE PISTACIA CHINESE 15 GAL. 52 EA. C147 6*56'06' 121.19 2000.00 242.08 CHINENSIS PISTACHE 30' O.C. LIJ 1100IR5,of M Lij C148 6*56'06' 81.80 1350.00 163.40 CONSTRUCT P.C.C. ACCESS RAMP PER RANCHO CUCAMONGA STD. DWG. NO. 102. CITY OF RANCHO CUCAMONGA I S; C149 4*12'29- 8.01 218.00 16.01 13 EA. E. 0 Cf-) cus HOLLY OAK 15 GAL. C150 4*12'29. 14.03 382.00 28.06 GRAPE PLACE 40' O.C. < 0-) C151 5*24'01' 127.34 2700.00 254,49 &-CONSTRUCT P.C.C. DRIVE APPROACH AND SIDEWALK PER RANCHO CUCAMONGA STD. DWG. NO. 101, TYPE R-1. 1 43 SMEET IMPROVEMER PIANS C181 89*56'51' 26.98 27.00 42.39 30 EA. N 2 224 LIQUIDAMBAR S. SWEETGUM 15 GAL. C182 6*56'06' 82.89 1368.00 165.58 CONSTRUCT 3- (MINIMUM) A.C. PAVEMENT OVER 4- (MINIMUM) C.A.B. GEORGE COURT "PALO ALTO" 25' O.C. N & TRACT 15915 J") C183 6*56'06' 120.10 1982.00 239.90 L C184 90*05'02' 35.05 35.00 55.03 INSTALL 5800 LUMENS STREET LIGHT BY S.C.E.. PAID FOR BY CONTRACTOR, COORDINATED BY CONTRACTOR. GENERAL JESSIE COURT GINKO BILOBA 15 GAL. 21 EA. SADDLERIDGE DRIVE T� C187 90*03,09, 27.02 27.00 42.44 CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY MISC. FACILITIES (I.E. CONDUITS, PULLBOXES, HANDHOLIES, ETC.) "FAIRMONT" MAIDENHAIR TREE 35' O.C. CD 9. 7.35 200.00 14.69 1 PLAN AND PROFILE c- C188 4*12'2 AS REQUIRED BY S.C.E. L L I CA- C189 4*12'29' 14.70 400.00 29.38 ADJUST MANHOLE TO GRADE. 14 EA. C190 4*12'55' 100.03 2718.00 199.96 HARNE COURT MAGNOLIA MAGNOLIA 15 GAL. 30' O.C. APPROVED BY: DATE ADJUST WATER VALVE BOX TO GRADE. GRANDIFLORA C-) C192 5*24'010 .26.49 2682.00 252.79 no )�- L CrrY ENGINEER Lau f R.C.E. No.Aq?-53 C193 90*00,00, ?7.0 0 27.00 42.41 INSTALL STREET NAME SIGN PER RANCHO CUCAMONGA STD. DWG. NO 401-A AND 401-B. BENCHMARK: CD a- BRACHYCHITON 13 EA. C194 90*00,00, ?7.0 0 27,00 42,41 SPENCER COURT POPULNEUS BOTTLE TREE 15 GAL. 25' O.C. CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10051: DE�IGN RECO -D INSTALL R-1 "STOP" SIGN ON POST PER RANCHO CUCAMONGA STD. DWG. NO. 401-B. C195 6*56'06' 0.71 1332.00 161.22 2" BRASS DISK IN CONCRETE CURB STAMPED DGA DERBISH, C196 0*20'12' .93 2018,00 11.86 APPLY STOP BAR AND LEGEND PER CALTRANS SPECIFICATIONS. *CITY OF RANCHO CUCAMONGA BM 10051 1897" GUERRA & 4/ MAGNOLIA I I EA. C197 83*19'04' 4.02 27.00 39.26 ISLE COURT GRANDIFLORA, MAGNOLIA 15 GAL. 30' O.C. AT THE NORTHWEST CORNER OF BASE LINE ROAD AND D k A'h N 61' C198 94*08'57' 9.03 27.00 44.37 INSTALL STREET TREE PER LEGEND AND INSTALLATION NOTES 04C-PF- oll ---- - --- -- - I - -11-----i SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVE., DGA ASSOCIATES 2 OF 9 F- C199 4*03'55' 1,62 2018.00 143.18 INSTALL W53 PER CALTRAINS STDS. AND SPECIFICATIONS. AT SOUTHERLY END OF CATCH BASIN 2 FT NORTH OF CIVIL ENCINEERS ro c- 111&- 20 40 c-n IC200 89*54'58' 4.95 135,00 54.93 BEGINNING OF CURB RETURN. CHECKED C) i,5 i 1 �'!(A 40,N1 I .-i Ili, D k All IN G N, c- ELEVATION: 1300.686' SCALE 1"=40' RANCH' O CUCA. CA 91730 cl- CITY (909) 987-4306 (ol 5 Tr -oit 1-100,17 tt Pi 40.,% t t ft- At IN tT I ilcv t t AL"t 'A' I --1 00 I t 1 -1 1 12� % Z I A I -4z 6"Am- ra -4 74 '41 14 6% Ill LV 110 �j I '�j"' ' F ETUF 4 :tm!. --moo +1A I N 47.21 W vl�u cri a P.1 33.4 to rl -d moo 1 16-11 ILL) lzl� TAN GRI�D I �0 I 1.211 X c 2�4% Uwe Now EL V-41 -49-5&- 1 t t UJI L'i 40.0Cr VERI owoo 1 14 cl I I 1"m 0) Ammow - cc lip, I Go SL otj i ov fa=-vu 11 1.00 ow-w 4 P-- t ;F;1 ja4 le tU I - I LAP,:I I -4 1 4- 4 t A/ p - - - - - - - A'-tc 4, to x Li uj aj l I t- PROFILE SCALES: 1 4 1 HORIZ.: 1 "=40' VERT.: 1 =4 I j 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 1 7 il :.Ssl cl GE )�G C URT 7 1 1 0, I 4E SREET A �EE S11'EET 0 c� --d-- 1 1 0 PA4.0 C'i 8 m C'4 Lj C14 io.D L) �4 Ln 7'- 81- 18' -7- In. -Z I I e 7'- -7' cb C3 10 OR --�l 8'--18 uj(6 cu a) p '* k 2. co 7 LO w a%t'i in 0) CD Lq 1 6 en In c-4 + In OD 5' -25�- rr) - N . - '25'--25- 04 r- . 11 p + + U 8 51" + I I + Lr) 11 L�j q-4 If 15 cu N L,-,r Jit 14 If 1 0 L, 1 5 + "N�'�65 cor 0 rt GO-i to x 0 8 1 if It 12 06 0 4 ("2 u- Im -b 11 u- LO I w 0; LO ct d < CO cq cn co LO r, Ln C,4D cq rn L'i r..: 0 4�to 11 0 Gl)-d- to If)kc) -4 -* C'l (6 d u 11 V) �q c C-� 4- 4 cn� nj -d- V, [I FI) I LJ R 5 5 0� w E2 c'j u ce) -) I YP. c'+ if W 5 5 v TO I T! or YP. oo _zp C, '10F co d to A25 L� 5 V) Lq c"- cr Li 134 Pi 0)-%� CID C3 00 C) z 7" C5-bb 6 3 1 72.06' �4 8 PLACE 12 =-i 192.00, 9 35 C4 - - I 11--l-�l i -N GRAPE %FV IT '- w�000. 8 -N-Q7 ac��-w 50. N.0`00 INSTALL-T7PE��N =45' L MARKER. uj u V cr i= - w -6- 6 (n 1 5; it t-: J I.� _j c) L'i Q- - CN !F= T 4 4 U tj i'- F� uj 0 pq 2 -1 En 0 0 N w (n >I- �! m 2 pl) L) po C4 En V) cr U 0 00 2 m w 6-j c' ui CD C> C) C) LL: 7 Ln $=I LO W� q it ; + 6 6 C4 OR PO %D L3 ul) -q- CD rn cr, -i w C) Z) C'4 00 00 + + + Lr)1 1, 6 u� +1 f-- +1 1---3 i z + C) co OD 4:1- C" - - - 117) c,4 11 cu If In OD r,Uj U C) LO 00 Ll r X'4 1 0� it + to 4 + .90 0011 (n q4- C� _ 11 'q: C3 1 33 ") - 5 11 12 Cu Lri +cr? LO 0 U? 0 Go ci CO In m + c:, to co + + 5�--�30 00 + r-I ul-� + cli C5 C) 4-4 Cd c� In T 3 IKST 7' 0 PO + 1 8' --12' 71 r,'qi u 11 11 + If U 04 '31: V) w u it gn ' Ln 4EE.4 Hi 7 7 STREET IMPROVEMENT CONSTRUCTION NOTES: M ,�d�ed 4ccess L',jeg 10 PZ.,ce Zc, '145 1/ CONSTRUCT P.C.C. CURB AND CUTTER PER RANCHO CUCAMONGA STD. DWG. NO. 104, TYPE A2-6. CONTRUCT A.C. BERM PER RANCHO CUCAMONGA STD. DWG. NO. 104, TYPE Dl-6. WITH WHITE REFLECTIVE PAINT. BY DATE BY �DATE DESCRIPTION OF REVISION CONSTRUCT P.C.C. SIDEWALK PER RANCHO CUCAMONGA STD. DWG. NO. 103. DESIGN CITY ENGINFER APPROVED CONSTRUCT P.C.C. ACCESS RAMP PER RANCHO CUCAMONGA STD. DWG. NO. 102. CITY OF RANCHO CUCAMONGA �a-CONSTRUCT P.C.C. DRIVE APPROACH AND SIDEWALK PER RANCHO CUCAMONGA STD. DWG. NO. 101, TYPE R-1. CONSTRUCT 3- (MINIMUM) A.C. PAVEMENT OVER 4- (MINIMUM) C.A.B. STREET IMPROVEMENT PIANS INSTALL 5800 LUMENS STREET LIGHT BY S.C.E., PAID FOR BY CONTRACTOR, COORDINATED BY CONTRACTOR. GENERAL CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY MISC. FACILITIES (I.E. CONDUITS, PULLBOXES, HANDHOLES, ETC.) TPACT 15915 AS REQUIRED BY S.C.E. to ADJUST MANHOLE TO GRADE. CURVE DATA SCHEDULE: 's cr- N 2 224 GRAPE PIACE ADJUST WATER VALVE BOX TO GRADE. NO. I A '% PLAN AND PROFILE Lr C175 90*00'53' 27.01 27.00 42.42 INSTALL R-1 "STOP" SIGN ON POST PER RANCHO CUCAMONGA STD. DWG. NO. 401 C176 89*59'07' 26.99 27.00 42.40 T'vv I 015 &-APPLY STOP BAR AND LEGEND PER CALTRANS SPECIFICATIONS. C177 90*0 3' 27.01 27,00 1 42.42 ofp C it" APPROVED BY: DATE C178 89*59'07' 26.99 27.00 42.40 &-INSTALL REDWOOD HEADER PER DETAIL SHEET 1. BENCHMARK: CITY ENGINEER R.C.E. No. -q-5--3 C) C179 6*14'51' 20.85 382.00 41.65 CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10051: -1 INSTALL STREET TREE PER LEGEND AND STREET TREE INSTALLATION NOTES, SHEET 2. 1)E�I GN -jr Z�sg Cleo 6'14'53' 22.81 418.00 45.58 2" BRASS DISK IN CONCRETE CURB STAMPED DERBISH, &-APPLY 4* WIDE SOLID WHITE STRIPE C181 89*56'51' 26.98 27.00 42.39 "CITY OF RANCHO CUCAMONGA BM 10051 1897* DGA LY 4" WIDE SOLID YELLOW STRIPE C185 6*14'53' 22.81 418.00 45.58 AT THE NORTHWEST CORNER OF BASE LINE ROAD AND GUERRA & C186 6*14'53' 20.85 382.00 41.66 DRAWN INSTALL W6(15) UNDER W3(RT.) ON POST PER CALTRANS STDS. AND SPECIFICATIONS. SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVE., ASSOCIATES C187 90*03'09' 27,02 27.00 42.44 AT SOUTHERLY END OF CATCH BASIN 2 FT NORTH OF 0 20 40 DGA CIVIL ENGINEERS 3 OF 9 do c- INSTALL TYPE 'N' MARKER WITH W57(L) PER CALTRANS STDS. & SPECIFICATIONS. C3 6-03'311 21.17 400.00 42.30 BEGINNING OF CURB RETURN. //0/7 1!�2e,- C4 6-03'31' 21.17 400.00 42.30 ELEVATION: 1300.686' SCALE 1"=40' CHECEED DRAWING No EL cons1rae-1 11mleal 4cress Per ednck, Canqmot�,a SAi Vao. /Jo- /05-(' 7-.)t7sl n, kl,t�4 A,�col, CITY RAN(CHO CLTCA. CA. 91�30 4019 ry (909) 987-4306 -- -,- - � - -1 - � - - - . - - - - I � I . . . - I . I I � � I - I . I � . - - I . I . - � - � - - . t I I I � I I I I I I I I I j I I 1 i 1 -- I i i i I i I i I I I I I i i i 1 I I i i i i i i i i i I i i i I i I I i I I i I I i i i I i i I I i I I I I I i I I I � I I I I I i I I i i i i i i i I I I i i I I i I i I i i 1 � I I i . 30W M."Ot Mt. - I - � � I �� 11 .. I - I � I - 1 . . 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(0) (0) '� I i - " - 11 (0) I a-tj , :� ! . -\'\," � � 0 - - (0) i (0) - � - - - - . T ; . W� - I - - i 0 -r_ 1 74.3 17 - Q . -r_ - - 1 74.31' 153.88' -rl �� . * '1�' L . 15380 1 L 0 lz� r� '� ! � UJ Lu � �9 7y*'�5* z - lyp. k", �' CL uj - � K CD ,- .51 ,,\,�Le, S-\I". Z '0 c; 9 1 9 z C) n 0. - 0 Ln L; (6 to "O I 0 C> . -�l \ C�30 it 8 .---- 11.4- IL& %D r-- 3N - 11 w ' g Di ' \\\&. / - ' ' I �w pt I-- ' ac b 0 %0!5.1 r, v -� 0� _: - �06-61' l-'i .* r- 1: 3: F�l I 11 13 (-> L? r-- %D 4 (n It N 16. / - uj - I �;ui -, w I I � 40 v " 14 81 lq: + u- . - 7 0\ '-t +1 i f, n 9 + Lt� m 0% p I I I 0 .4 ir It 9 �--� 0% 11 . in ui -e OD C6 0 m cu * %D 6 n ' 'i _-j ,� ! I mi =) wi ' 0% 5' P, - 0 & t- + OD M r- . M L- i m Tw. l+*l i 0 11 1.0i " pn 4 __j ! CT) (1) tl C-)11 v - * - (1) + .4. 1.1 5 + I 0:! 0 + I '�� z * 9- + Z�; -1 I 0 + V N * -* JESSIE COURT - I - Ln ;' 0 11 6+cs' N - "6 u + " z r- _j L'i " 11 12 8+c-' ul I ! . . CNJ L �* r LLZ m(m u 0 d -* .�11 i I QD 1 2 11 C; 00 �- 7 - I I , m ; 8� Cl < +' 11 -8 " P� I I . u �- m (4 U .1 " d rl " I I m r W -! 6 GEORGE COURT �- 9 I I r" C% ' +- i w �? '�- 1 6 < . I Ln - +I 0 6 . w '.7 w I 0 1 1 1 + . 0 N r- lzr :3 �- M v - 11 Ill u 0 -* I in �- p ci . m 11 ,d u CL 04 1 i I C) m I 0 u ! 1 7 a- O� N u �- ) i I I� I I c\j =) �? +-'I I I 1 ! I I I I I C> u �l I 1 I I - :� D Z L� c:3) 3: ID Ln F-- LLJ LLJ = �-- cn L CD - cz . OtVISISD SIMF)r MES (-,VP) PERE Za;1�00, S'A4EE7'f, C-) A .4 1 -- & cr uj BY / DATE BY / DATE '3t jolvf!fl��A'�"-.-- CD #000 A DESCRIPTION OF REVISION -j vjkcjv L ss/()�0-' DESIGN CITY IL to ,4N %%'0"�� _ ,- \, E. 0,& 4<-!� ENGINEER APPROVED �� Nis; e -.:-,-. I �� I Ill \�,,:, *- op c"-, ui -'"i Q 7- � �:� .�'cr. N . 2 2 24 ;�Lk CITY OF RANCHO CUCAMONGA :�- L.Li CONSTRUCTION NOTES: , 1�1 cr - � - - - - ------ - ------- ---- ,-,* - -- - -- In P. , \� Ln ft 'r, \� It - C-� CONSTRUCT P.C.C. CURB AND GUTTER PER RANCHO CUCAMONGA STD. DW`G. NO. 104, TYPE A2-6. � cjvl\l �� I &- 16-- or CAL%S toll tioll I CONSTRUCT P.C.C. DRIVE APPROACH AND SIDEWALK PER RANCHO CUCAMONGA STD. DWG. NO. 101, TYPE R-1. IIIf I cr 0- ,%--,',,-,, � -- cn � O-CONSTRUCT 3- (MINIMUM) A.C. PAVEMENT OVER 4- (MINIMUM) C.A.B. CUM DATA SCHEME: u CD INSTALL 5800 LUMENS STREET LIGHT BY S.C.E., PAID FOR BY CONTRACTOR, COORDINATED BY CONTRACTOR. GENERAL NO- A T R L CD &- PLAN AND PROFILE L- CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY MISC. FACILITIES (I.E. CONDUITS, PULLBOXES, HANDHOLES, ETC.) C152 15*00'00' 14.75 112.00 29.32 Cl --- AS REQUIRED BY S.C.E. C153 105*00'00' 49.52 38.00 69.64 'T C154 15*00'00' 14.75 112.00 29.32 - . . I - -�� cr ADJUST MANHOLE TO GRADE. APPROVED BY: / DATE = c - I � 11 I I . I CD &- C155 , 105-00'00' 49.52 38.00 , 69.64 1,)- I (-i 'L L/cuL ' , b -< CITY ENGINEER '<x z /12 R.C.E. No.2YI53- L--) BENCHMARK: ADJUST WATER VALVE BOX TO GRADE. C156 1 15*00,00, 14.75 112.00 29.32 - . CD CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10051: &- C157 105*00'00' 49.52 38.00 69.64 DESIGN ,- R E�p =3 INSTALL STREET NAME SIGN PER RANCHO CUCAMONGA STD. DWG. NO 401-A AND 401-8. -cr 2' BRASS DISK IN CONCRETE CURB STAMPED a- C158 15*00'00' 14.75 112.00 29.32 DERBISH, -- DGA LO *CITY OF RANCHO CUCAMONGA BM 10051 1897* INSTALL R-1 "STOP* SIGN ON POST PER RANCHO CUCAMONGA STD. DWG. NO. 4-01-B. C159 105*00'00' 49.52 38,00 69.64 - ,,r - ,- �� AT THE NORTHWEST CORNER OF BASE LINE ROAD AND &- C175 90*00'53' 27.01 27.00 42.42 1 DRAWN SHEET 9; L� SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVE., &-APPLY STOP BAR AND LEGEND PER CALTRANS SPECIFICATIONS. .C176 - 89.59'07' 26.99 27.00 ASSOCIATES E AT SOUTHERLY END OF CATCH BASIN 2 FT NORTH OF IC177 1 90*00'53' 27.01 27.00 L� DGA - CIVIL ENCINEERS 4 OF 9 -. ' � - - I I I I I - I I ' I I . i I I. . I 1. � .- . T Z�4= . I I � I T( 8)+ + , -- -- .. I - I Lm-* - -- I - I I - - I I I. I I L I I I I - - - I I I I I A I I I I I I -- iL4 il; , I -, . , 04 1 � I , t-- - I - I I l*- ;-" - I I I I I I I -1 7 i I " I �-I' I - I Ll 7 � I I I I A I I I I I I I I t I � I I I I I I ro 8 I c- BEGINNING OF CUR13 RETURN. INSTALL STREET TREE PER LEGEND AND INSTALLATION NOTES SHEET 2. 0 20 40 13) �D&- IC178 1 89-59'07' 1 26. - - CD . CHECKED 8331 UTICA AtEAl F Sl ITE 150 DRAWING No I L- ELEVATION: 13M.686' SCALE 1"=40' z . ) 0- &-INSTALL W53 PER CALTRANS STDS. AND SPECIFICATIONS. CITY RANCHO CUCA. CA. 91730 1 ra-9 5 0 -- . (909) 987-4306 1 �-3 - - - - - -- - - w 'RLPJ a-AT Of vAr P,a. ... -t OF I t _T t-t-I- _j Tit- t -t-j- --Tt- t _--A-- t! ---tt _r' T -i ttt ft t -1 1 1 -1 1 1 t t I J j I I t i I i I I I I t I f _t I I �1 t I I I" �T_ qMMTWEST -1 -1 A -1 4 1 1 'OP (f CURB--) --- --- Nit :2 -n 91% 4 +0i -t CD 04 -4 -1 1 4 li'l - 4 -1 bn t�Ed fr c' c104 M 4.- -r.; I i - I - -: i _j c, C4 40 I wo 8L 19mis 'I t "s UDW CK WN I. tE ad v] cv S URFA E 0 CEM �E`-\ I RWC SM NET Lu _j t _A/ ej; L c 46 A ig, �01 0) �14 4 1 -- - - - - - . . . . . . . . . ftKlI T I JL A 11 1 1 1 f t 1 4- f :1 :t Ly Top Of TA�1 -,4 '4 i> t I JT L OR -.v Lj 4 ti F, L3 I --cu W-9 WMI HNWG LNIpHLINE SI I K)N t PROFILE SCALES- HORIZ.: 1 40 VERT.: 1 =4 I t 3+00 2+00 1+00 12+00 11+00 M M cr cr w M 0 u OR Ln 11 cr) !� I - a) co Lc) 00 OR cc c� c6 M gD r.- 0, + cm C-4 ' C-4 + (7) 04 cr x j r, ;10 4 + 0 n �_'! C C) Ind 04 Ce 7 cc rl� w L) to C-4 cy; j - r- f': 12-* 9 L2 'wq c-4 L) r-: U-) 0 w + C-4 ad C) K) 0 + 00" a M C4. _*0 06 N ca b 20 g g v r") 06 N C) M u II C4 + c _6 w o M 31� 06 N Lij 8 x ra. I I q Typ. 19 n?. 1 w 4P5 iZ C-j x r': 6""1 - N - --e t A - 62-52' 61 L) 5 CURVE DATA SCHEDULE: C, i%o Im ui P R, c) Cill C, M + g in _j T R L 1558y uj M 9.86, C173 20 cr C167 15*00'00' 14.75 112.00 29.32 L _�o 49.52 TYP. C, uj 0 20 40 C168 105*00'00' 38.00 69.64 _X C 169 15*00'00' 14.75 112.00 1 29.32 5 0 SCALE 1"=40' C170 105*00'00' 49.52 38.00 69.64 M.O'C. -40 Q. B &-C'-'U+-R13 H TA.,W: C171 52*32'31' 28.63 58.00 53.19 Sto = 3+67.32 C U R B N'nfor. C", a: s C172 10,00,00, 8.92 102.00 17.80 TC=28.12,FL=27.62 18 w 9-17'58 16.5 09 12 7.2 1 C173 8.30 1 102.00 67 01 -7) C174 52*32'31' 1 28.63 1 58.00 53.1 am) I BCR Sto 12+17.70 C.L STA. C 191 84-35'59- 1 24.57 1 27.00 39.87 61 c� TC=30.06, FL=29.56 1 46.2 b EC Sta 13+28.37 CB. STA. C) OSED r_� .19 TC=29.62,FL=29.12 ECR Sta 1+40.95 C.L. STA. ?go?��iovll Typ. 'j�C) 5 [n C? SEE FILM LEFr ci P-) to 22 eq CD LO _j cq u pl: H + a6 - I -I - - - ,,c,. LLL 21 c' �i + 4M pd� HARNE COURT -Sq F-� .M kl� U) 0j r- SEE PLAN RKWT N + if -7 C4 c6 C4 ch cq en cq . M N 0; + sill Ln C> H 0 M In CD ir) cy M 06 cn mu HARNE COURT 0 20 40 SCALE 1"=40' ZEVISED _S 7-,e IF F 7 �_E Er.5 11? .1 E4 E,.j t� A4--f Ff 2. fa L.Li BY DATE BY DATE DESCRIPTION OF REVISION DESIGN CITY ENGINEER APPROVED L" CITY OF RANCHO CUCAMONGA rT STREET WROVEMENT PIANS CONSTRUCTION NOTES: TRACT 15915 0-CONSTRUCT P.C.C. CURB AND GUTTER PER RANCHO CUCAMONGA STD. DWG. NO. 104, TYPE A2-6. HARNECOURT __D O-CONSTRUCT P.C.C. DRIVE APPROACH AND SIDEWALK PER RANCHO CUCAMONGA STD. DWG. NO. 101, TYPE R-1. L PLAN AND PROFILE CONSTRUCT 3- (MINIMUM) A.C. PAVEMENT OVER 4- (MINIMUM) C.A.B. APPROVED BY: DATE INSTALL 5800 LUMENS STREET LIGHT BY S.C.E., PAID FOR BY CONTRACTOR, COORDINATED BY CONTRACTOR. GENERAL Ill", I CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY MISC. FACILITIES (I.E. CONDUITS, PULLBOXES, HANDHOLES, ETC.) It CITY ENGINEER jL L U R.C.E. No. ;Aq5_3__ C-) AS REQUIRED BY S.C.E. 0 BENCHMARK: E DE'<1 GN RECOM -3 ADJUST MANHOLE TO GRADE. 'r CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10051: 5 61� !6 DGA DERBISH, Ln 2" BRASS DISK IN CONCRETE CURB STAMPED N i), - I ADJUST WATER VALVE BOX TO GRADE. GUERRA & *CITY OF RANCHO CUCAMONGA BM 10051 1897" D RA A SH111 AT THE NORTHWEST CORNER OF BASE LINE ROAD AND ASSOCIATES SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVE., t. DGA CIVIL FNGINEERS 5 OF 9 c_ AT SOUTHERLY END OF CATCH BASIN 2 FT NORTH OF INSTALL STREET TREE PER LEGEND AND INSTALLATION NOTES SHEET 2. cj) ct"O CHECKED 1 71( 4 A A 1 1 f. I CD IffIll c_ BEGINNING OF CURB RETURN. IffIll RANCHO CUCA. CA. 91730 DRAWING No ELEVATION: 1300.686' CITY (909) 987-4306 1 1*4 1 L3 e-T 64MT P4. OF i f- j t f t- t --ft �---f -f _11-4 i t 1 'J I I 2 42' VER nCAL -C OE v_TW CjJRVE I ----- --- qURYt --I Cil I f�*, 4 T L�n I%.d-%L L'un v F1 ELV 27.1 1 J I f TOP OF I XRO _c I L.IL 4 act 4 C-4 P" f-7 I - _T - - f OD rr WE STER LY CPR13 C-4 fj 9-4" -.0 _A, 00 C3 4A 4 Tlx= M,%l I i I I I Lf 1� --A n ZA11 1 1 1 1 - - - PI 11V 2 1.59 ij� 1 9 4 CE NE (M YN - - - - - - - n -1 n - - - A t t - 4 If-- 4 u m ,c '4m 1 - i I c _r : I I - ' - I I - - 1 4 ic 1 N I FI IS I Ji t 113 2.J Vo Ll� vm"D CUR UE A AY iLV-OW. W I 1 1 4 v A 5 sy--6b� 29 P _U__- - I V 29. q 32.83' YEffT M FUf7 I rn Y PI ELV LU F Rmm .1ZLY T)P OF CURB- e J 1 4 gin- 1 4 1 4 1 1 I !E C, lei I I IV c*4 7- 1 40! 1 A,, i / JA 41/ 'I j I- _I _:_I_ I j-_: 1 � I 1 4 1 1- PROFILE SCALES: HORIZ.: 1 "=40' 1 -1 VERT.: I =4' -- - - - - - - - - - 1717 - - - - - - - - - - - - - - - - - - - - 4+00 3+00 2+00 1+00 4+00 3+00 2+00 1+00 00 0) ONO 7 -C-4 04 0 CN ci 7 24 v CN 29 10 IF to + cl� t"I �0 LO 71-1. a: _j n LO ro I ? 0i a Li �Ioe TYP. 23 Lu 00, *a 28 0 C, 'w. TYP. Ix C) > co - - '? II C'4 65� m_j V) 91.78' nVa u L'� 30 n + cj� 85 04' 4? ro fy n cc QD _j 4 _j 00 5 C, 0 0�; 6 TYP. 4L) c; 'y w 0; - - V) Cb, sta M !9 C" Al.0.C.,cu C) M 136.27' Cb CS n LU 3.,5%;,0 Lu _IYP. tQ 0)" cq q 65 ++ (9 ta 5 rf tf m 0) LLJ cc 25 L4s' C146 V) _4 '� 11 __w < Li Lu 41 I^b TC=28.84,FL=28.34 N W02'37" W 216 ca 116.4 f Lu Cq MOC,Cb. Sta=3+80.82 12 3 60 30 CB STA epoft -161 6 Lu Lu UNE U, Z ui Zj LU cr) EASEMENI ----- - _zz- OPOSC D 12, 0 CC Lu U N 00*02'25' E 21 Uj Lu - - - -- ") n 131.27' Zi c* 5 7 C4 C4 WIDE SEWER 04 Typ. PROPOSED V (a) I ,n 10, vi (a) 8 1.4 1' '86 1 5 EASEMENI 11 co (D C. A_ U5 C7; CB A- 31 c� n 0 G 3: %\ V) (N c; 3+38-60 co . r� C, - 11 r- TYR 32 \6' 11% - TYP. V-3 27 'q- rn C' x + -j C) C4 a,, 03 U- Q9 S,- L,- ;�b TYR r- I I! 01 + 5 26 (16 'n cy) 06 C" 10 _0 3t of + i�; (71 Ar C) af ") 0).W '0 �jn L) p M 11 m .1.3. LA cn _04 c> m C'4 ci 1.3 C16 ISLE COURT 0 06 cq �0 CO + V)m + r '3 cp m M n af C4 SPENCER COURT 0-) CURVE DATA SCHEDULE: CURVE DATA SCHEDULE: NO. T R L C163 15'00'00' 14.75 112.00 29.32 NO. T R L C164 105*00'00' 49.52 38.00 69.64 c C160 99,00,00, 44.49 38.00 65.66 C165 15'00'00' 14.75 112.00 29.32 0 20 40 0 20 40 C161 18*00,00, 15.84 100.00 31.42 C166 105*00'00' 49.52 38.00 69.64 SCALE 1"=40' C162 99*00,00, 44.49 38.00 65.66 SCALE 1"=40' C193 90*00,00, 27.00 27.00 42.41 C197 83*19'04' 24.02 27.00 39.26 C194 90*00,00, 27.00 27.00 42.41 01 IC198 1 94-08'57- 29.0 3 27.00 r44.37 3: ke%ltsev vew -rce"Es (Tye) )pgr Lie,&jv, sWir z. 00 I Do ZL U-i BY BY DATE DESCRIPTION OF REVISION DESIGN CITY cz ENGINEER APPROVED CITY OF RANCHO CUCAMONGA CONSTRUCTION NOTES: STREET IMPROVEMENT PIANS 0-CONSTRUCT P.C.C. CURB AND GUTTER PER RANCHO CUCAMONGA STD. DWG. NO. 104, TYPE A2-6. nUCT 15915 O-CONSTRUCT P.C.C. DRIVE APPROACH AND SIDEWALK PER RANCHO CUCAMONGA STD. DWG. NO. 101, TYPE R-1. SPENCER COURT & ISLE COURT CONSTRUCT 3- (MINIMUM) A.C. PAVEMENT OVER 4- (MINIMUM) C.A.B. PLAN AND PROFILE c__ INSTALL 5800 LUMENS STREET LIGHT BY S.C.E., PAID FOR BY CONTRACTOR, COORDINATED BY CONTRACTOR. GENERAL CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY MISC. FACILITIES (I.E. CONDUITS, PULLBOXES, HANDHOLES, ETC.) APPROVED BY: DATE AS REQUIRED BY S.C.E. If CITY ENG a"53 R.C.E. No. BENCHMARK: ADJUST MANHOLE TO GRADE. %tl INEER DE,�IGN NE( DED CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10051: ADJUST WATER VALVE BOX TO GRADE. A DERBISH, DGA 2" BRASS DISK IN CONCRETE CURB STAMPED "CITY OF RANCHO CUCAMONGA BM 10051 1897* INSTALL STREET TREE PER LEGEND AND INSTALLATION NOTES SHEET 2. GUERRA & 11 IEL�j Nd 2 224 DRAWN I I E FT AT THE NORTHWEST CORNER Of BASE LINE ROAD AND ASSOCIATES SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVE., INSTALL W53 PER CALTRANS STIDS. & SPECIFICATIONS. DGA 6 AT SOUTHERLY END OF CATCH BASIN 2 FT NORTH OF CIVIL ENGINEERS OF 9 I a-; (4 Irl 7 F M6 BEGINNING OF CURB RETURN. CHIVKKI) 8�)l l I'l(A 411 %( f .-Ilft 1:,0 t)kA'A'IN(; No ELEVATION: 1300.686' RANCHO CUCA CA 91730 CITY CAL (909) 987-4306 1 <011 5 fill .L3 *?"J Ly--T -_,oeer F* MIJAL UKVt t -t t _r_tj t f f-f-t '00�/4 �/4 I J i tJ t t ---i- CL C;cm cl an t . �d -A iwr t, :i j- 4 7317 u7u'm J'j 717 %ff `7`7 1 1 __PLEL -w- A 0%11"— PIj ELV j 30.02 4 1, 4 > cl n cp t I c I t I I - - - - - - - - - - - - -- - - - - - - - - - _T t I _t t i i I I _�r I - - - I . . 1 1 N. C' A A j + Ln P1 E LV 6C.06 0-10 ww lift .91 il _Z�/4 - - --_ �i�!: _A/4 /4 Li Tw- SED nNIS4 GR ODE U.0m; rr(TERI FROPC r_Uzollnu 12P pUt r C M 1CMOd Vt-RM& CM& PI IELV = I I I I I ale", E! 51.43 M, _Q .......... RTN Z t N/4 F13651 cm > 01 r :41 ql -s— - lt� 6 + I I I I Polo ��T _t04% 1 1 A A PROFILE SCALES: I I t I R2 k k 0�,l 1 HORIZ.: I "=40' VERT.: 199=49 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 < ct Ui Li LLJ x 0 0!0 co 10 _j i + 11)C14 C)ui C)uj Q� u�U'� PROPOSED C.M.P. RISER 0 STA.7+55.53 (B.C.R.) C)c" C:)z3 r INLET PER PROJECT C) pol C> - 1 00�— - S + lb END T.C., BEGIN BERM ++ 11 +Z> + c� �� 0. 00 STORM DRAIN PLANS. cc�� .1 +L, Q CN< T.C.=50.1 1,F.L.=49.61 RIGHT OF WAY 04 C)l I f VICTORIA STREET 5-1 b i 1-0 ,c INLET= C-4 M N< 48.7- 0 7 EARTH SWALE 0 EARTH ----------- SWALE _14 2 LU ' VICTORIA 6 5 N.89-59'39-#. 4 cn /I �__l I r A Z X w _tl0T -mB* _0 SEE S rEZIE-719 STREET w I ul TORIA -STREET <Z R=23' 2 C4 R=3' aRia0w___ I rc V) 21 11 _j L) CD U) 25 -to Al 9 -0- 00 c-, 0�LO <Fn ci 0 CB.RTN. DATA. �0 y1r,- 3 C6 1� R=27.00' ul ae CB.RTN. DATA: L'i 0 + U+._ 2 T.B.=50.41 100 R=35.00' 13 20 ul)U) uj ui C) L-42.42' A=89'57'1 4' 270, cr ujw 1 0 20 40 =27.01' 10 L=54.95* �Vl T in g2 11 4 SCALE 1"=40' T=34.97' 13 30 GRAPE PLACE SEE SHEET 3 --Th;mFaRARy--cuttb mFFUmN=AlTETt?qATE DETAIL-- CONSTRUCTION NOTES: SCALEA"=20' 0—CONSTRUCT P.C.C. CURB AND GUTTER PER RANCHO CUCAMONGA STD. DWG. NO. 104, TYPE A2-6. CONTRUCT A.C. BERM PER RANCHO CUCAMONGA STD. DWG. NO. 104, TYPE Dl-6, WITH WHITE REFLECTIVE PAINT. �j CONSTRUCT P.C.C. SIDEWALK PER RANCHO CUCAMONGA STD. DWG. NO. 103. c D CONSTRUCT P.C.C. ACCESS RAMP PER RANCHO CUCAMONGA STD. DWG. NO. 102. CONSTRUCT 4- (MINIMUM) A.C. PAVEMENT OVER 4- (MINIMUM) C.A.B. INSTALL 5800 LUMENS STREET LIGHT BY S.C.E., PAID FOR BY CONTRACTOR, COORDINATED BY CONTRACTOR. GENERAL CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY MISC. FACILITIES (I.E. CONDUITS, PULLBOXES, HANDHOLES, ETC.) 0z4,r;rrL) w1waeowlAt4ar, vle7iocow eirw-nq ripx) AS REQUIRED BY S.C.E. ZL ADJUST MANHOLE TO GRADE. BY DATE BY DATE ADJUST WATER VALVE BOX TO GRADE. n� DESCRIPTION OF REVISION 66.00' DESIGN CITY — 33.00' 33.00' INSTALL STREET NAME SIGN PER RANCHO CUCAMONGA STD. DWG. NO 401-A AND 401-B. ENGINEER APPROVED INSTALL R-1 "STOP" SIGN ON POST PER RANCHO CUCAMONGA STD. DWG. NO. 401-B. 15.00' 18-00' 10,00' O—APPLY STOP BAR AND LEGEND PER CALTRANS SPECIFICATIONS. CITY OF RANCHO CUCAMONGA —5 -Y POLE. RELOCATE EXISTING UTIL11 CD STREET IMPROVEMENT PIANS SAW-CUT AND REMOVE EXISTING A.C. PAVEMENT. Z C) INSTALL REDWOOD HEADER PER DETAIL, SHEET 1. (A TRACT 15915 _n w 2 2 4 8 cr_ JOIN EXISTING GRADE o- 0 RIGHT OF WAY. APPLY 4" WIDE DOUBLE SOLID YELLOW STRIPE VIICTORIA MEET c_ 2.00%--- 1.107 cl PLAN AND PROFILE 2 INSTALL W6(15) UNDER W3(RT.) ON POST PER CALTRANS STDS. AND SPECIFICATIONS. APPROVED BY: DATE INSTALL R26 SIGN ON POST (UNLESS NOTED ON LIGHT STANDARD) PER CALTRANS STDS. & SPECIFICATIONS. - I L BENCHMARK: �D_ INSTALL R26B SIGN ON POST (UNLESS NOTED ON LIGHT STANDARD) PER CALTRANS STDS. & SPECIFICATIONS. CITY ENGINEER R.C.E. No.(;��5� CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10051: INSTALL R26S SIGN ON POST PER CALTRANS STDS. & SPECIFICATIONS. D L.�i G D.8RBISH, 2* BRASS DISK IN CONCRETE CURB STAMPED REMOVE EXISTING TREE DGA _n E. ------ - --- GUERRA & *CITY OF RANCHO CUCAMONGA BM 10051 1897" Ic PROTECT EXISTING TREE IN PLACE UNLESS OTHERWISE DIRECTED BY CITY INSPECTOR OR D h AA N AT THE NORTHWEST CORNER OF BASE LINE ROAD AND 1*11a) -A �4i� ASSOCIATES T.L=6. R=46 (SEE GKNERAL NM NO. 9.Mff 1.) ARBORICULTURAL CONSULTANT. (SEE TREE PROTECTION NOTES, SHEET 1.) CD N WJ SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVE., z DGA CIVIL FNGINFERS 7 OF, No. 29224 7 1 F I C) AT SOUTHERLY END OF CATCH BASIN 2 FT NORTH OF TYPICAL SECTION: VICTORIA STREET INSTALL TYPE 'N' MARKER WITH W57(L) PER CALTRANS STDS. & SPECIFICATIONS. BEGINNING OF CURB RETURN. ('111"( KLD Th -1 i JA i 1, i I i, DRAWIN6 No. 4* RANCHO CU'CA CA 91�30 ELEVATION: 1300.686' civil_ CITY (909) 987-4306 1 gr Ftt- tt- t 1 t f ir I A f TM. 4=54.1 W— Dosi ING G o 4e 4 -1 - 1 - -1 A --i J_:' ' F-. 0%p ww I I t i I I t W __4 r-� T.C. Z rf IT. tn ui t3 __4 P-�' uj ml(5 I I I f I I Ik SS I UM FtEn IRN I PIR D �F (X- I tm I _q _-00 L 41 IV. IA/4 1 1"' n" W _m 0 J2 )L, DZI W.-MIS -SL RIX E-0-M FM INE EXi HNI!H- R 4 M- ITER 9- P_ MW aM Il M ISH WW ACE T A--t 2_1 I -b= (4 1 1 1 1 cw 1 _4� 4 �KVM)��LL 44SC AIWINU C-4 F 41RS� SU?FAC 0 CENr_RLfl fE t IV 4 i7i %~%J. NAL L-11 . Poo— ui go I T PROFILE SCALES: HORIZ.: 1 "1=40' VERT.: 1 =4' I I I t 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 2540 26+00 27�00 28+00 SADDLERIDGE DRIVE VICTORIA STREET SEE SHEET 2 SEE SHEET 7 0 3 NOTE: _0 Trr__ UM >i C" T o ASPHALT CONCRETE *ALKWAY SHOWN ON PLAN 0 IS CONCff� ON�,Y, CONTRACTOR SHALL FIELD V4 6 --H m 3 i.00 VERIFY W LUMWN TO THE APPROVAL OF THE i - —33.00'— RANCHO �IJCAMONGA INSPECTOR. CB.RTN. DATk- In 10,c� �D 12 5-11 M j - C-4 0 20 40 R=35.00' C3 to I '.Do. _j C) Lo * H REMOVE EXISTING F5 _4 (63 D .00' 8.00 29 "1 E�- I RELOCATE EXIST. U- SCALE 1"=40' A=BT57'14' x'6 p TREE STUMPS ALONG 0;d L=54.95' C> U, -! , 8 MAIL BOX TO C-ig M � E '�o, 3 00 00 1_: 20 > PROJECT FRONTAGE 20+50± TO T=34.97' u J U, W) R/w 22 + APPROVAL OWNER- + C> uj m cli n - X_ 165 \--L" -,N Z5 —X— i A I )_ I - _ _ t To C'\ M.H. STRI M.H. )N u 0 P.C.C. *,7ER TRANSITI( <LO) _77- .(20� REMOVE EXIST. D.A. < COBBLE CURB 3 2U W ;3 P6 17 9 HEIGHT VARIES 'W NOO'02'25W __NI 9_2�2L — — Z_1= — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — si 5�=l 1+00.00 C.L. VICTORLA=i—/ 27+11.15 C.L. ETIWANDAI _45- — — — — — — — — — — — — — — — — — — — — — — —— — I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 0) ETIWANDA AVENUE —2— N NOTE: CE`NTFRLINE STRIPING SHALL BE REPLACED IN KIND 0 TO THC_AP`PROVAL OF TH z INSPECTOR.'-�-,_ C) _UC 0 0 0 CITY OF"CHO CLICAM GA 016 0 > CURVE DATA SCHEDULE: NO. L T R L CONSTRUCTION NOTES: C184 90*05'02' 35.05 35.00 55.03 C200 89*54'58' 34.95 1 35.00 54.93 MOTO -rO 1Q5P9r_T09 Kr-6Al9P0Jej CONSTRUCT COBBLE CURB AND GUTTER PER RANCHO CUCAMONGA STD. DWG. NO. 105-B, 10" C.F. OR VARIES. SOWT14 W EST IfUlf 19 RTM. I V ICTOZ10 ETIWAWPA CONSTRUCT P.C.C. SIDEWALK PER RANCHO CUCAMONGA STD. DWG. NO. 103. IF DEVFL4FFf 14AS NOT WilEED TAE7 Tv4oT 6F VJA-/ 146CF15SAIZY TO 5011-P -rl4E -CITY 5Y4M0AE!V A-CZESS IFAM? AT 714E -rIMF_ etVIS60 5;'fCf'r WC5 ?Cfi?- 4C4eA40, 50�C7 2. CONSTRUCT P.C.C. ACESS RAMP PER RANCHO CUCAMONGA STD. DWG. NO. 102. OF Ct0QsTV-UCTi6,0, TWE A(_'TV,9*JATE FAMP 6we-6- 50ALL ft� COWSTeUCTEP:(12EFEe -ro vs-rAlf- 0_1 tl CONSTRUCT P.C.C. CROSS GUTTER PER RANCHO CUCAMONGA STD. DWG. NO. 106-A. 13.00' BY DAM BY / DATE C CONSTRUCT 4- (MINIMUM) A.C. PAVEMENT OVER 4- (MINIMUM) C.A.B. ORO,, DESCRIPTION OF REVISION DESIGN CITY ,,b.qrD '��00 2.00% ENGINEER APPROVED INSTALL 5800 LUMENS STREET LIGHT BY S.C.E., PAID FOR BY CONTRACTOR, COORDINATED BY CONTRACTOR. GENERAL 50, CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY MISC. FACILITIES (I.E. CONDUITS, PULLBOXES, HANDHOLES, ETC.) AS REQUIRED BY S.C.E. Lo V) CITY OF RANCHO CUCAMONGA ADJUST WATER VALVE BOX TO GRADE. INSTALL STREET NAME SIGN PER RANCHO CUCAMONGA STD. DWG. NO 401-A AND 401-B. STREET WROVEMENT PIANS SAW-CUT AND REMOVE EXISTING A.C. PAVEMENT. CON$TRUCT 8' A.C. BERM COLD PLANE EXISTING A.C. PAVEMENT 0.10' MINIMUM. PER RANCHO CUCAMONGA STD. DWG. NO. 104,Dl-8. TRACT 15915 CONSTRUCT 0.10' MINIMUM A.C. PAVEMENT OVERLAY. ETIWANDA AVENUE C14 REMOVE EXISTING COBBLE CURB CONSTRUCT 3" THICK, 4' WIDE A.C. PAVEMENT WALKWAY PER DETAIL, SHEET 1.*** PLAN AND PROFILE Er REMOVE EXISTING A.C.PAVEMENT/P.C.C. CURB FOUNDATION c� CONSTRUCT 3INGLE RAMP APPROVED BY: DATE CD CD CUT-DOWN PER RANCHO CUCAMONGA / I �� I c lif�?'OvEss/( _ R.C.E. N0.9w STD. DING. NO. 102. CITY ENGINEER BENCHMARK: CONSTRUCT P.C.C. DRIVE APPROACH AND SIDEWALK PER RANCHO CUCAMONGA STD. DWG. NO. 101, TYPE C. it 3 CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10051: MODIFIED WITH COBBLE CURB. 27+11.15 ETIWANDA= D i N 2" BRASS DISK IN CONCRETE CURB STAMPED INSTALL STREET TREE PER LEGEND AND INSTALLATION NOTES SHEET S. 1+00.00 VICTORIA DERBISH, v "CITY OF RANCHO CUCAMONGA BM 10051 1897" ZLQ-- ETIWAN�A AYE��.. DGA S� GUERRA & INSTALL W53 PER CALTRANS. STDS. & SPECIFICATIONS. c� AT THE NORTHWEST CORNER OF BASE LINE ROAD AND N 2 2 4 DRAW.\ ��HLEI SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVE., ASSOCIATES E 9 SOUTHERLY END OF CATCH BASIN 2 FT NORTH OF DGA 8 REMOVE EXISTING TREE 01' 9 BEGINNING OF CURB RETURN. ALTERNATE ACCESS RAMP DETAIL 4p CIVIL ENGINEERS civ (HECK11 DRAWING Nt, c_ ELEVATION: 1300.686' SCALE:1"=20' 10* c PAN(HO CUCA. 'CA, 91�30 CITY (909) 987-4306 54 r-F-T 1-0 . rz L WALL WALL m WALL > > > R A C* T 1 0 4 F_ r- r > r r > > _T�l A > > r r- ju 7� Flu L 4:p 0 fOL To F.L 0 0 LOT'�, 3-6, 1��_4,50 X__ T6 CD T 1 CD L14 8 7 A 6 rl-94 7 1.94% 1.94% 0:397: _1377 T8 - , N, �l !Q T 1 --l"LoT "A" (D 0 'IV ............... ... .... . . . ... .......... ...... __l i f I i i I— <�) & T7 T6 41.79 �D co LU LOT 20 LOT 19 "N 1 F.L. / /-- \-. I I T8 LOT 4 1�1 4F.L. L;,�A 1-le, LP LOT 18 LOT 11 71 LLJ REFER�O TRAIL co ACCESS CROSS- GUTTER DETAIL "A" HERE-ON. REFER TO VEHICULAR REFER TO CROSS GUTTER ACCESS DETAIL "C" DETAIL, "Bw HERE-ON. HERE-ON. -----N 0 R T COMMUNITY TRAIL PLAN: LOT "A' SCALE 1*=40' (TRACT 15915 WESTERLY TRACT BOUNDARY) WALL VACANT (NOT A PART) c JOIN EXISTING P.C.C. WALK UJI < CENTERLINE- LLI TRACT NO. 12044 PROPOSED TRACT 15915 IMPROVEMENTS 0 15' MIN. 20' COMMUNITY TRAIL 3.50' 4 PROPOSED TRACT 15915 EWALK IDTH \q C:, 90 -CD cc Ol IMPROVEMENTS 20' SITION JOIN LU PRIVATE TRACT NO. 12044 20' COMMUNITY TRAIL 3.5 0.50%— LU a- DRAINAGE EASEMENT PRIVATE 3.50' WIDE PRIVATE ,.,—PROP. 6' HIGH DRAINAGE 0 50% LU DRAJNAGE EASEMENT BLOCK WALL EASEMENT < ��PROP. 6' HIGH EXIST. PERIMETER, 0 3.50' WIDE PRIVATE 1.50' z BLOCK WALL A WALL AND FENCE I Z) DRAINAGE EASEMENT 0.50' CLR. 0 cd T2 EXIST. 'o 7 00 BUILDING L�: Lo 51.66F.G. �51.6 o T5 T2 F.G. TYR Li LOT 20 ol -H 0 G-- 1pl-- 9L�- —0— n 0.50' CLR. LOT 1 _0 3 52.33F.G. EXIST. EXIST. 0 0 LOT 2 BUILDING RADE c 2.00% TYP. X, X, \% ci5 �,14 EXIST. PERIMETER SECTION 9PA91 BLOCK WALL SEEABOVE N.T.S. -------- SECTIQN 99199 N.T.S. W.00' 33.00' 0 PEDESTRIAN ACCESS TRAIL: LOT wBw SCALE 1'=4-O' 25' PROPOSED TR kCT 15915 1 PEDESTRIAN TRAJL IMPROVE ENTS E-� 27.00' U_ 20' 5' x m VARIES Ck: 0 0 6 0 tzi m SEE PLAN Ix I m - - i ww 3.00' 0 1 E_ 2' 3.00' 3.00' 1.50' 1.50' cg > cr p 0 1 RAD. 0 Q C> (/2'. Uj a- 5; Typ z 2% , __14 0 0 2 3. to m 0 c; 3.50' PRIVATE :2 TRAIL CONSTRUCTION NOTES: 0 co OD DRAINAGE EASEMENT C) VARIES I T___PLTq SEE 4 4 CONSTRUCT COMMUNITY TRAIL PER RANCHO CUCAMONGA STD. DWG. NO. 1004 3: T3 cx-- -L 1I 'o CON UCT 8.00' WIDE P.C.C. CURVILINEAR PEDESTRIAN ACCESS SIDEWALK PER RANCHO CUCAMONGA 9 0 G> STANDARD DWG. NO. 103. (SIDEWALK LAYOUT PER R.C. STD. DWG. NO. 114) SECTION 99C99 P.C.C. RIBBON GUTTER DETAIL &—CONSTRUCT P.C.C. 'V' DITCH GUTTER PER DETAIL, HERE-ON. SECTION wr - or N.T.S. CONSTRUCT GUTTER TO CONFORM WITH CITY OF NO SCALE CON UCT CATCH BASIN AND STORM PIPE PER PROJECT STORM DRAIN PLANS. NO SCALE RANCHO CUCAMONGA STD. PLAN NO. 106-A UNDERGROUND EXISTING UTILITY TO THE APPROVAL OF GOVERNING AGENCY AND REMOVE POLE. (AND MODIFIED PER DIMENSIONS SHOWN ABOVE.) T6 CON UCT P.C.C. TRAIL ACCESS CROSS GUTTER PER DETAIL -A-, HERE-ON. T9 Q PROPOSED TRACT 15915 CONSTRUCT P.C.C. TRAIL ACCESS CROSS GUTTER PER DETAIL "B", HERE-ON. TRACT NO. 12044 20' COMMUNITY TRAIL - 3.50' IMPROVEMENTS T8 CONSTRUCT COMMUNITY TRIAL PASS THROUGH PER RANCHO CUCAMONGA STD. DWG. NO. 1007. _j PRIVATE c� DRAJNAGE hn r-1 I EASEMENT CONSTRUCT VEHICULAR ACCESS GATE WITH SIDE ACCESS PER RANCHO CUCAMONGA STD. DWG. NO. 1006-C. <1 3.50* WIDE PRIVATE CD 0 CT) z DRAINAGE EASEMENT E� D (D 0 L��_CONfT&OCT VfPICULAR \-JITa -Stl__>t�__ GATE PER R.C. STD. 0 3.25' 9 DWG. NO. 1004. 10 LOT 4 CAJ 1,50 wri --GATE SWING DIRECTION VARIES: SEE PLAN. C.L. GATE 0 C)� U? CD EXIST. 0 PROP. 3' WIDE— BUILDING GUNITE DITCH 0 EXIST. GRADE--\ g TFIAIL ACCESS CROSS GUTTER DETAIL wAw VEHICULAR TRAIL ACCESS DETAIL "C' __M �---2.00% TYP. 0.50' CLR- SCALE.! 10'-0" SCALE:1 10'-0" ......17 EXIST. PERIMETER-------- lifV!6uer4 NQrrH js��Esc_, BLOCK WALL SECTION N.T.S. ---T__ I----T___r _F---T__ I _-T----T_ 7----T__I BY DATE BY /'DATE DESCRIPTION OF REVISION < DESIG CITY 'N ENGINEEJR APPROVED CITY OF RANCHO CUCAMONGA 0 PROPOSED TRACT 15915 3.50' PRIVATE 14.00' U DRAINAGE EASEMENT IMPROVEMENTS TRACT NO. 12044 20' COMMUNITY TRAIL 3.50' 5' ALIGN PRIVATE c� -j DRAINAGE 0 >1 a: c� nUCT 15915 EASEMENT 0 3.50' WIDE PRIVATE LOT 11 z Lo 7) 0 DRAINAGE EASEME�r:�� LOT A COMMUNITY TRAIL m c -r--Ll 11 L__ L L c T T_ 'I I I z:D LOT "B": PUBLIC ACCESS 01 L 0.50' CLR.— DATE APPROVED BY: 0 ZA01.1, EXIST. BUILDING L jS3 EXIST. GRADE C3 CITY ENGINEER L L L I R.C.E. No. 2.00% TYP CD E. C) BENCHMARK: DL',�IGN crF"" T \ A.� CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10051: N DERBISH, CID DGA sc 'tr Ln 2" BRASS DISK IN CONCRETE CURB STAMPED GUERRA & A Q 'C�l EXIST. PERIMETER 'CITY OF RANCHO CUCAMONGA BM 10051 1897" N 9224 BLOCK WALL y y L)kAA N Li AT THE NORTHWEST CORNER OF BASE LINE ROAD AND L:7 ASSOCIATES 99 119 SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVE., DGA 9 E7 CIVIL ENCINEERS OF 9 SECTION AT SOUTHERLY END OF CATCH BASIN 2 Fr NORTH OF IL A LT1 L U TL L— (,5 94\7 Ej: . ..... . . . V. c_ TRAIL ACCESS GUTTER DETAIL 13 7:p N.T.S. BEGINNING OF CURB RETURN. (HECKED lIi,\ll ; )o DkAWING No CD RANCHO CUCA CA 91730 CL ELEVATION: 1300.686' SCALE 1"=10-0 c CITY (909) 987-4306 14-15 CL3