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2020
PRIVATE STREET & STORM DRAIN IMPROVEMENT PLANS FOR GENERAL NOTES PROCT S/TE 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 - 1997 EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. -m CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO ■ THESE STANDARDS AND SPECIFICATIONS. �/ 3 WILSON AVENUE 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE WI I w j RIGHT-OF-WAY LIMITS EP IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS IR BE DONE IN THE CITY OF RANCHO CUCAMONGA SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO N)I $ I � � 02 COST TO THE CITY OF RANCHO CUCAMONGA. l awm STREET 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH I I I A FACILITIES ARE SHOWN ON THESE PLANS. 16227 1 16227 2 & 16227 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, PROPOSED INTERCEPTOR DRAIN PER � m ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY SEPARATE CFD 2004-01 DRAINAGE PLANS. mar CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. ---------- ------------- ---- -------- 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES - - - - - - - - VICINITY MAP SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB- I N.T.S. GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES I I I I I I I I I I I I I I I I I I I I I I I SOUTHERN \\ r r) II�\\ I I I � -u - r r-1 I Jr O T11\JJr1 MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. - PROPOSED INTERCEPTOR DRAIN PER ALAAi0 _ ___ -I -�-AI�,AM_O _-1 _PRI SEPARATE -L 1-I- i I 1 i ED r O F�F�1J0 F� SEPARATE CFD 2004-01 DRAINAGE PLANS. 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR T' I T r T_ -I--1-1 -I- �\ / CONSTRUCTION NOTES CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. II I_ I -i i- I I // / I I ► I I I I I I I I I - LOT"A° I 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING T _ -{ -` - ' - \ - - - -- - - - - QUANTITY ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF I I I / _ / 1 I I f I I I I I 1 I N0. STREET IMPROVEMENTS UNIT RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS HALL BE I I I I I i f j ,� \ 1 I I I I I I I / ���� 57 5s 55 42 35 33 32 31 30 29 28 27 26 25 24 BUILDER 162MASTER 27-1 167 TRACT2 16227 TOTAL SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE I I I I I I I \ ` I I I I I I I I / 54 53 43 .� 36 c, 5 MATERIALS AND/OR SURFACING. _�1-�� - y' �dj\ \ -�- -L-I-1 I- // / 41 37�' 34 1 CONSTRUCT 3" AC OVER 4" AB. (INTERIOR STREET MIN. STREET SECTION) SF 128,067 231,374 172,948 189,390 721,779 CASP _ CT. / / ��, y " _ / 52 8. AT THE COMPLETION OF PAVING, A,MATERIALS REPORT SHALL BE SUBMITTED TO THE CRY 7'I--ER T I I -T / I�T-T--T-I-T �/ / 5s 44 9 2 -- CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PL. 104. LF 7,420 13,035 9,598 10,754 40,807 ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL / I I I I �< / I I t i I I �/ 4� 59 60 61 62 63 51 40 38 ip 11 12 13 14 5 22 23 CONTENT AND GRADATION OF ASPHALT PAVING. _/ II I I I 1T-l- j //\% // 1 \\ 1 1 1--�- I i CSS 9 1 64 45 39 9 2 3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103. SF 9,456 46,345 33,844 37,580 127,225 - 1� 1- ,v / / / �� 1 ��z�' �^ <�� 78 7 50 46 8 68 4 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. EA 14 14 12 12 52 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIAL REPORT SHALL BE SUBMITTED TO THE I R �4ii,6-2 / / / / �i 226 l� 65 49 6 54 t6 21 20 ZI CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY. R-VALUE, I I I �I I I L I /may /1` J�// // \ 1 / �J� 80 76 75 74 66 5 i 53 67 1 g 5 ADJUST STORM DRAIN MANHOLE TO GRADE EA 8 9 3 8 28 11 6 INSTALL HYDRANT MARKERS PER CITY STD. PL. 134 EA 10 26 18 21 75 SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 1CT1' -I /l ��9� �� x' � �//�\ �� 81 73 4 52 55 66 p 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN \ FARGO _ I--T -I` `'L / / /� i C�a� �C� / 82 72 67 ,Lo'S - _ - �' >- / 83 84 3 49 65 t7 7 CONSTRUCT CURVILINEAR SIDEWALK PER CITY STD. PL. 114,//aa m,N ,-=/00' SF 14,028 14,028 TO DETERMINE STRUCTURAL SECTIONS & VERIFIED PRIOR PAVING. I I I I �' / / �� 85 86 71 68 2 51 18 19 lZ 70 50 8 CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER CITY STD. PL. 307 CASE AS 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY = "�' ISI " / / \� �'\ / 101 100 I�4 87 8 51 64 69 EA 11 19 14 15 59 i �=- 1..__ � ,� � � ,� \ � � 99 �� ������� � 69 1 48 58 SHOWN ON PLAN MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE I I ( ' ' , / l I �< \ �f 98 6 63 13 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER EA 30 61 43 48 182 ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE ` 1 I ���'�� / \ ,� \ \ ��� 103 97 gg 95 88 39 47 46 GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. 1 1 / 1 S `� i \ \ I C� 104 11 94 g 45 59 62 7U 4 1 82 14 ADJUST SEWER MANHOLE TO GRADE. EA 12 28 20 28 98 L 1 / 'T-f,�19� \ j� .108 93 90 8 40 TR° 16227 60 71 83 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED �i�- UE R• - II ! l \ �{ 120 37 4i 6 15 ADJUST WATER VALVES TO GRADE. EA 19 19 15 21 74 $ISQ_. '`� / T i �: �J 105 07 92 42 43 44 7 72 BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE -T 1 C,� i "'/�` , \ 106 12 10 110 91 6 36 7 84 16 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. PL. 107-B EA - - 3 - 3 MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. - I 1 1 I i �?'C 130 12 111 35 _ - °, I y �� �z,S 132 12 6 112 5 34 33 28 73 78 85 17 INSTALL STREET NAME SIGN PER CITY M. PL 401-A & 401-B EA 8 9 7 8 32 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR CONVENIENCE -1 W I I I I I I y ,�S / 7 129 125 12 65 4 7 2� 32 31 30 29 - THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF J i J- y 12 12 113 18 INSTALL STOP SIGN PER CITY STD. PL 401-B (R1) EA 6 9 5 6 26 CONSTRUCTION QUANTITIES BEFORE _SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY I - --` h - --�' \ �C�� /134 133 128 68 63 11 3 8 74 77 86 THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE -�� _+- W - -11 �\ \ 67 119 62 g 19 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL 101 (W AS SHOWN ON PLAN) SF 3,289 21,678 13,754 16,595 55,316 CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. _ ► i - \ 7' 70 sg 68 61 2 17 23 24 25 26 5 76 87 20 CONSTRUCT CROSS AND LONGITUDINAL GUTTERS PER CITY STD. PL 106-A SF 1,760 - - -�-- - '''�'p�� \ 79 78 77 76 75 73 72 1 117 118 60 59 10 16 18 20 2 2259(0 3,3t5(o 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE -- MAROON �-, \ 114 115 116 3 2 t t, 2 88 21 CONSTRUCT SPECIAL CROSS GUTTER (STEEP GRADES) PER CITY STD. PL. 106B SF - - 3,009 916 3,925 CONSTRUCTED AT EACH INTERSECTION. I �RL�'\ J\ \� -` 82 0 3 113 5 11 15 19 2 31 89 8 96 108 r 109 111 112 53 55 56 57 111 12 14 9 96 5 4 93 90 22 STENCIL "STOP" AND STOP BAR EA 7 7 6 6 26 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE RESPONSIBILITY FOR r -i_ L r� \ \ / / t10 52 0 99 9 23 INSTALL STREET TREES PER NOTES & LEGEND ON SHT. 2 EA (SEE QUANTITIES ON $HT. 2) THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON -- I / I ` \ ) 84 95 97 40 51 3 100 REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY I / / y \ / �°� '` 85 94 38 39 50 49 48 10 103 102 22 24 INSTALL W-53 SIGN EA - 1 6 5 12 ENGINEER FOR APPROVAL / // \✓ �� \� 135 86 9 8 4 35 36 37 4t pg 105 104 3 -5 G�RP� GoQI ER VF -AIL N �,k� T A WIU. �I 1�/ /� g7 92 99 3 Z AU,OWE 0 AI, 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY , ,� �� 13 ��° �62���� �9 47 108 07 106 _ ® � /,�Au pAk�S PE�e LLTA/G ON o � '� I 1D STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE / �Td� �� \ 142 88 g1 100 103 33 32 3t 30 29 43 -. INSPECTOR. '<TL / � \\ 141 6' 8 2 90 01 U2 3 27 45 27 CONSrX&(--7' CO eE'i-E/AY1NG C�ANAS� /25C Pk57,4_&ON sh4657 9 _ _ 17. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE I \ � � 1 139 26 STORM DRAIN IMPROVEMENTS PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED I �� y / 19 22 23 24 25 40 CONSTRUCT 48" RCP D LOAD PER PROFILE * LF 412 - - - 412 N ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UN- � \ \ y g 10 t1 12 t3 14 15 16 17 18 20 21 ( ) N ACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATIS- \ \ 6 7 1A 15 \ 42 CONSTRUCT 42" RCP (D LOAD PER PROFILE) * LF 578 - - 281 8.59 FACTION OF THE CITY ENGINEER. m\ \ \ 14 5 11 1' 144 �\ 1 \ \ 6, 43 CONSTRUCT 36" RCP (D LOAD PER PROFILE) * LL - 155 - 478 633 O UTILITY CONTACT \ _ ' 44 CONSTRUCT 30" RCP (D LOAD PER PROFILE) * LF 391 1,422 83 904 2,800 WATER/SEWER CUCAMONGA VALLEY WATER DISTRICT PROPOSED IMPROVEMENTS PER SEPARATE I Z 10440 ASHFORD STREET CFD 2004-01 IMPROVEMENT PLANS FOR �' •" 45 CONSTRUCT 24" RCP (D LOAD PER PROFILE) * LF 1,398 1,214 1,187 811 4,610 � P.O. BOX 638 DAY CREEK BLVD. & ETIWANDA AVENUE. 47 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PL. 300 (W AS SHOWN ON PLAN) EA 11 19 14 15 59 U RANCHO CUCAMONGA, CALIFORNIA 91730 SOU IH r RN CALIFORNIA r OJ SON CORRIDOR � 48 CONSTRUCT MANHOLE NO. 1 FOR 36" PIPE OR SMALLER PER CITY STD. PL. 318 EA 4 8 3 5 20 < (909) 987-2591 49 CONSTRUCT MANHOLE NO. 1 FOR 36" PIPE OR SMALLER MODIFIED (OMIT MANHOLE SHAFT) GAS : SOUTHERN CALIFORNIA GAS COMPANY PER CITY STD. PL 318 EA 6 2 5 2 15 I- w 16231 VALLEY BLVD. 50 CONSTRUCT MANHOLE NO. 2 FOR 36" PIPE & LARGER PER CITY STD. PL 319 EA 4 - - 3 7 (n FONTANA, CA. 92335 W (909) 335-7965 51 CONSTRUCT MANHOLE N0. 2 FOR 36" PIPE & LARGER PER MODIFIED (OMIT MANHOLE _ _ SHAFT) PER CITY STD. PL. 319 EA 2 4 6 Q 55 CONSTRUCT 36"x36" CATCH BASINS PER BROOKS PRODUCT CATALOG NO. 3636 CB. WITH EA - 2 1 - 3 ELECTRIC : SOUTHERN CALIFORNIA EDISON COMPANY PARKWAY STEEL GRATES NOTE FOR STORM DRAIN PIPES * (n 7951 REDWOOD AVENUE i 56 CONSTRUCT 18" RCP (D LOAD PER PROFILE) * LF - 30 - 277 307 W FONTANA, CA. 92336 REFER TO STORM DRAIN PROFILE FOR 57 CONSTRUCT DOWNDRAIN TO PIPE TRANSITION PER ROUGH GRADING PLAN N/A - - - - - (800) 655-4555 PIPES THAT REQUIRE ADDITIONAL i � COVER OVER STEEL REINFORCEMENTS. 58 REMOVE PLUG & JOIN EA - 5 - 2 7 Q \' o TELEPHONE : VERIZON INDEX MAP s9 4"?VG P/PEI 19$ L F PE.¢F. 9 O G F iYoN PER P. 285 28� Q 16071 MOJAVE DRIVE, BUILDING A 1"=300' VICTORVILLE, CA. 92392 (760) 245-0330 ° ' • ® 28 /NSTi1LG PEI�FS7-CMN H/AGKIVAY G/67117.5-AT.BACK aF G'UK,B PEe p,P/!%9TE 64 12 LEGEND �No fIlEPG4NS w CABLE : CHARTER CABLEVISION4,",40 6680 VIEW PARK COURT 29 Go�tl57^ oV.E,2 M/�t//k1UM RIVERSIDE, CALIFORNIA 92503 A D o_.S'v a DR A r--' &l 5"r 19 ® 909 343-5165 I3 Go�/��GT .To GB o�_S HZE--r 3$ 0- l Q 9 DENOTES STREET PLAN SHEET NUMBERe-104clr. ( ) / NOTE: © 1 VAIN c li f �• )U � D�SC�/P7/ON aP ,2Ed/S/ON -PifT6 p y Z SNoW AS-GUILT D,M1/Y pPPRbAG{l, '� i1��E0�E��ST/Z/f1N H/.4GC/T/.4 L/GHTS OEGc-,7- TX��S ON DRWI,AfMOACA RELf7CATEV aN DAY CREEK BOULEVARD, FROM WILSON TO ETIWANDA AVENUES, AND „� �'°��� `x. © sH�E s -td-o Q 12 5NT4A,5/�i,lOII,ADDNUCEdJ�!R I, ETIWANDA AVENUE, FROM WILSON AVENUE TO DAY CREEK BOULEVARD „' y% ' t .4 10 DENOTES STORM DRAIN PLAN SHEET NUMBER vKs �ervaoSae�ycHmoS�-ioNs, SHT./J PER 0�2C ZOD6-00098 PRIVATE ENGINEER'S NOTICE TO CONTRACTOR $*14 Fmmc2oto-m318 la�V�ilt-ao r l4' SHALL BE OPEN TO TRAFFIC PRIOR TO ISSUANCE OF THE 150TH II V9��ZOAW t FW4, +TWA4 BUILDING PERMIT OR FIRST OCCUPANCY RELEASE IN RANCHO , 1 DENOTES PROPOSED STREET LIGHTS ,L"• CITY 0 RANCHO' CUCAMONGA ETIWANDA ESTATES WHICHEVER OCCURS FIRST. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES 00T 4A PW Mc4o10.0o546 4- 3.1 11 3 .moi°y °• ��F ESS/O Z SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE \ q` PRIVATE STREET 8L STORM DRAIN IMPROVEMENT PLANS FOR BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON �DN��011'OOog'l 'PILOI� A LETTER OF MAP REVISION (LOMR) SHALL BE ISSUED BY THE :'� r �`� �' PAS e�` DENOTES EXISTING STREET LIGHTS Z 3 J THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS1 Iy�^�y�'n� �� ,1-�A FEDERAL EMERGENCY MANAGEMENT AGENCY FEMA PRIOR TO TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON zf I� I"1 I'�('1 V111'��N� (FEMA) - y -o c�a' Q�OFESS/OPV �® TRACT NO. 16227-1 16227-2 & 16227 a THESE PLANS. Q OCCUPANCY OR IMPROVEMENT ACCEPTANCE, WHICHEVER OCCURS -2l0 lv m No.C 055uz2 ^' DENOTES STREET NAME SIGN o �� 11'� '�lq� Ik �� WCIN 0�1� FIRST. 1. �, �,� c. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED 11 r �X�LO'�Orp7 " I r i' ���Q�� '�O� ROWS �OO�OO�$rJ� 200�OO�S6� 200�OO7ST. ZOO�OO7SS TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE SATS r �� 2y Z1 ��• bZ • Z t G2�0$- o0`6Z� IoW 2oc� 0 ZJ 1 TSCA �UI,11� w .T_,�,o Q DENOTES TRAFFIC SIGN No. -30- m TITLE SHEET W PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS N �� �'1,fl CIVIL ,,, r,, AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH "' 1 1 0' Y Sl�FE1Y-IGI-IT S11AT1d�/Nb SPIT: LIA b FOF CA`0�4 ,�.0� d* Exp. 9-30-07 REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION �/ F�E� MoA s �P INDEX MAP QUANTITY ESTIMATES LV /SE NTi�YTiV TJ�fF..t�J"gSl i7.3f( 3 rt�y.o$ RF-VISE. 57)ZEET 79EES SHn 2 -27 ZONE �-�'�� � ® DENOTES CFD 20-04-01 SEPERATE PLANS `` �y� /v1 � THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S 4 ,P�-ZAcfD�'11T.7-.3,4 f'6 w/TH3.4)¢A + 6A, .4495P.-//T. 99 F� CAQ� APPROVED BY , / DATE: AND SUBCONTRACTORS COMPLIANCE WITH TJA HE OCCUPATIONAL SAFETY AND HEALTH __ EXISTING SURVEY MONUMENTATION �pFESS/O y"z''� CITY ENGINEER �i RCE NO 24953 REGULATIONS' OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION �. Q N QAao Cu2B coeEs oNss7S. eft,/2,/3,/ 7 e ,Qo/v A �O�'`GEE�3t(.�K� I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUME TS OF RECORD(-) THAT COULD BE DISTURBED BY �� `l C, �� 3 ZLb6-da827,By�7os. /I-/S•otn DESIGN MORSE 17320RedhiRAve. RECOM NDED CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE ����' s , THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST THE FIELD ARE SHOWN ON THESE PLANS AND ARE ���Q�'�� �o ��, I APP ,--um Cou � t4o 25 MOPIfIV50 DQ[Ve AffROACA ,I ,r6 CITY OF RANCHO CUCAMONGA R Su;te350 O t� a- DESCRIBED AS FOLLOWS: "' N J' CITY OF RANCHO CUCAMONGA VERTICAL CONTROL D O K 1 C H Irvine,CA 92614 RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF Iv c�+ No. 20596 �" m THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS „� ,,, �IM1✓NSIONS LOCAIIUr1 PSR t7QGZOpS-bCO885 �NI� BM #10090 FAX: 949-u1-0341 39 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING �< No 43086 NONE or- Exp. 9-30-07 " DRAWN SCHULTX FAX: 949.751-0516 SHEET P SET 2 BRASS DISK IN CONC. CURB STAMPED HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER Exp.8-30.13 �/J" G *J,� �,IVI` \* Q(�w 2(706-00233 13Y I ALL OMIA416 4 e>=1's I,2!1%2-1-2.7 "CITY OF RANCHO CUCAMONGA BM 10090 1987" D.L. P N E R S ENGINEERS SURVEYORS 1 ® W AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN s, DATE / Z5 "d _ 9TF � &S,egy/S, 0 O.ewY. LaC4TioNS. 67175. 72-20 oee 2a�5-a�.9BG _�6_� AT SOUTHEAST CORNER OF SUMMIT AVENUE � OF W CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE ^1;`� V1 TA EY C. MOR RCE NO. 20596 OF CALF6 (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED e 20596 DRAWING NO. NEGLIGENCE OF THE OWNER OR ENGINEER. RCE NO - � DESCRIPTION OF REVISION PATE CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 S.C.M. 220 TRACT NO APPROVED: ELEV: 1534.374 DATE �D FILE NO I:\60400\IMPLANS2\SIP01.dwg 9/28/05 PROJECT SHEET N0. OF "TREET TREE QUANITIES R STREET ORIENTATION BOTANICAL COMMON MIN. GROWSPACING SIZE QUANTITY / d ROUGH GRADE PAD NAME E SPACE 50' 10' CONSTRUCTION NOTES GNaL� 7' P.U.E. 8c C 25' 7' P.U.E. r _ _ 25 �- INDIAN ELLS L. S c a1ELa ' 1 L. SIDEWALK ES T. SIDEWALK EST. r r' 1 COS UCT 3" AC V " . (INTERIOR STREET IN. STREET SECTION} ° MAW QUERCUS HOLLY 7 I 3' 7' 18' 18' 7' 3' I "�• r CONS UCT — CURB R PER C S . L. 104. STILL TR L. S ILEX OAK 4 ' 15 L. I 4' 4' I �P 3 CONSTRUCT CONCRETE SIDEWALK E C STD. PL. 103. MAGNOLIA I 2 2 } I r r STILL ATE -PL. NS G alga C ' 0' O.C. 15 L. 1 ROUGH GRADE PAD 12 I r r 7 CONS UCT CURVILI SID ALK E CI S . L. 114 �o+�s•oo ' { 1 0.03' 2� 2% I r 3 5 CUR CORE P DETAIL HEREON ►`Av DEL . A �wec,� 5' O.C. 15 AL. 40 1.7%—— —1.7�'— —-- ~`'� C QUERCUS HOLLY , 3 �� 3 �� '��' ROUGH GRADE PAD PLES . S ILEX OAK 5 .C. 15 L. FRONT YARD e ®d.a. SIDE YARD cool PITTQPOU WILLOW37 CONDITION CONDITION _ ENCINO CT. NS 3' O.C. 15 GAL. PHILLYRAEOIDES PnTOSPORUM TYPICAL STREET SECTION FREE OT CT. NS M ' 1 O.C. 15 GAL. r STILLWATERPLACE, S HORSE DRIVE, DEL REY DRIVE, _ QUERCUS HOLLY , NAPLES Y, CINO COURT, FREE ONT COURT, (00 UNION CT. S ILEX OAK 5 ,0. • 15 AL. UNION COURT, ARCTIC PLACE, FLORA COURT, ERIOBOTRIA BRONZE 52. ARCTIC PL. S LOUAT O.C. 1 AL. IT RIVE, TAHO P CE, RING COU T, DEFLE EE ATLANTIC PLACE & SALMON COURT, BALTIC COURT, INDIAN OCEAN DRIVE, ALTO COURT, LY OOD COURT, Lo CT. NS TISTAIOPI URIA CN 3' O.C. 15 GAL. 19 MELON COURT, MELON DRIVE, MAYWOOD COURT, JUNIPER OURT, COOPER COURT, IMPERIAL PLACEr " ,• MEDITERRANEAN DR. CE IS STEN f O.C. 15 GAL. 0 MELODY DRIVE, DUPONT DRIVE, HORSE DRIVE _ CANADENSIS REBUD W STILLWATER PLACE (STA. 22+61± O STA. 38+33±) TAHOE PL. NS PITTOSPORu willow 3' O.C. 15 GAL. 32 PHILLYRAEOIDES PITTOSPORU TI= 5. ' =67' ROUGH GRADE PAD IOBOT IA BRONZE If ROUGH GRADE PAD ERI CT. NS DEFLE LOQEUEAT 3' O.C. 1 GAL. F 7' R 1 66' R/W 7' `� — ��._ INDIAN OC DR. PISTACIA CHINESE 5' O.C. 1 GAL. IN-14 014' 3'MIN �s� CHINENSIS PISTACHE 1 '►� -s�- 1.O' 33' 33' 1.0' "� d �° ATLANTIC PL. S 3' O.C. 15 AL. &eljeRA P4kV1F1_*AA6"7911L1A#4 WILUUd 11 18' 18' 15' I PISTACIA CHINESE s BA01 LTIC CT. 5' O.C. 15 GAL. 3 MIN 3 MIN 4 3 MIN �' CHINENSIS PISTACHE ' AX8 1 0.03. ' AX 8'MAX ,� PISTACIA CHINESE O.C. 15 GAL. 2`m SAL ON CT.2% �. CHINENSIS PISTACHE M ROUGH GRADE PAD ROUGH GRADE PAD ' : ` q PISTACIA CHINESE DUPONT DR. ' O.G. 1 GAL. 14 7 a 7 CHINENSIS PISTACHE r MAGNOLIA SALTO CT. S G a1ELa C 3' O.C. 15 GAL. 2 MST MAW r MELON DRIVE & CT. EW PRUNUS NCN 3' O.C. 15 GAL. BLI EIAA TYPICAL STREET SECTION 4RF_4*NeFS& INDIA ELLS C STA. 1 +89 TO STA. 19 t LYN OOD CT. NS 3' O.C. 15 GAL. STILL ATER PLACE (STA. 1 +11t TO STA. 2+ 1MELODY D . EW PISTACIA CHINESE CHINENSIS PISTACHE ' Q.C. 1 GAL. 2 Tl= .0' =67' RIOOTIA BRONZE STATE PL. NS D FLE LOQEUEAT ' O.C. 1 GAL. OVERLAND DR. EW ER _ 5' O.C. 15 GAL. 48 -WONOHA- 1216. A\ JUNIPER CT. NSZ15F-QR#40ft'0RfiC- 3' O.C. 15 GAL. __ CURB can[S. A COOPER CT. S QUERCUS HOLLY 5' O.C. 15 GAL. I ILEX OAKNOTEETHAT PIPE SIZES ARE r OUTSIDEHE ACTUAL I INDICATED. tt EIOBOTRIA BRONZE ' IMPERIAL PL. NS DEFLE DEET 3' `O.C. 15 GAL. BE SURE THAT THE HOLE TO BE CORED IN THE CURB I I HE PI , cm 00 NOT DIRECT T I I r A OOD CT. S ITTOSPOU WILLOW ' O.C. 15 GAL. 0 CONTRACTORIF THE I , PIPE WILL IN THE HOLE. WORKO It4e7M&T0K- PHIL PITfQSPpRU SOME CONTRACTORS DO T LNOMINAL I .IQUERCUS HOLLY SEAHORSE DR. ILEX OAK 5' ®.C. 15 GAL. . LVO 0 1 LJ3" or 40 Pipe May Be Used With 8" Curb Height Only 3' Pipe i " Curb Height NOTE: DUE TO SPACE LIMITATION AT THE ENTRANCE OF STILLWATER PLACE, FROM STA. 1 +79.00 II l TO 12+85±, E TREE SELECTION FOR THAT AREA WOULD BE MAGNOLIA NDIFLO "ST. r. PubInstall I brain with Loosa Cap or Grate co Min. SkIsting Sidewallt k I� ;TI 1 ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. tit � xCC1>t�llE�iEll111141P1f1l=ffi11® t = �t _ 2 PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE LIJ 118" 1 Min.Slope FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY Per REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. I I 3 ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE THE ENGINEERING DIVISION. I I r 4 STREETTREES ARE TO E PLANTED PER PUBLIC IMPROVEMENT P NS ONLY. ILIJ Ir 'ght-of-way shall Special ired For Pipe Witli 6' Curb Height be schedule 40 PVC, ABS or cast iron. A transition l i required if thin-welldrainPublic Right-Of-wayIt used on the property. i t� Same I I ®®I ¢_► -m Q c ; ! t Imarkings I with4Z e r r l l co a UVAM Num C I Elm Y 0 F R An NOCE1100' Co ' mk &AO&0 "N 017-AA fArOtt tri riOrt Q� ESS/ PRIVATE STREET IMPVM ® ■ PLANS FOR file ® ESSf0 C. THAk.#T NU. IOZZ7 ly IOZZ7 Z 1OZ4%7 1/8' Per Foot Public R"ht"a_WAY Min. Slopsi i _ _00786, 2005-00787. 2005-00788 r require . No. 20596m� i I i �r Exp. 90-07 spout 1 TRUAL Stn,.o I I%jN riser 22 min. above finished gow ao 11-00 0 ti cm W FOR INSPECTIONS grade it grate. � ��,.OF CAI.a��� A '&PP7 Y • • CUA 1 1 • CALL 477-2740 EXT.'-401 MONGA 0 Yard drains require CITY I 2495 3 a: ti ` I DESIGN 1T92a ti�na . RECOMMENDED RANCHO CITY OF with CITY OF RANCHO CUCAMONGA I rcrate ENGINEERING DIVISIONS"40350 2 i .riser Q CITY OF RANCHO CUCAMONGA VERTICAL CONTROL R.C. a a K`c H is ne,CA 92614 ecessa24 HOUR ADVANCE - U/ T,Q2U.9r✓T//T/� 074- B #10090 ® v° ;949-251.8821 SET 2" BRASS DISK IN CONC. CURB STAMPED DRAWN �KK�«: � 949.251-os16 HEFT / G' '� Ue9�T'`Tl "CITY OF RANCHO CUCAMONGA BM 10090 1987" D.L. R N R S ENGINEERS E u v � drawn by mp 1! F Uj 3 ADDED DETAIL FOR CURB CORE BY MDS AT SOUTHEAST CORNER OF SUMMIT AVENUE (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED NO 20596 DRAWING NO. DESCRIPTION REVISION DAT CI AT END OF CURB RETURN. YEAR LEVELED: 1987 S.G.M. 2020 APPROVED: ELEV: 1534.374 DATE fl FI LE NO I:`60400eIMPLANS2�sIPo2.A.dwg 11f03�o6 PROJECT SHEET I � I I I "I I I � - - - =m=Xg&&i1a____1 --- -I--I-1 .� I ___-� � j cpc 111-1--1-_11 _�� -,-",___,.........___-"I I 1-___ 1-1-I-I,-- -_______,,_� .-----1 I__111.1-1111-.111.-______-,_ 1. 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I I I I I : I I 11 1 :1 I 11 11 I I 11'': 11 I , - . L�J _ .L - � -- -1 -_ ---,-- __ ., __,1_________L____4___1__,_1 _J-- L, �,_L-1-1--_ _= - �1_ j". j _114 , I , , .__ - -I_ �_-,--.I _E_E___L-- - .I---- _____--.,-,L.--_....�_______ �, ----L,,-,L--.,--L-.�,,,&--�---.,,-�-,--.-----�-.L,,.--''I-�-.-.-,--.----�.---,,1,-,,-,-�,�---.----,--,.--"--------"---�--.�- ,T-,--,T-,-T,�-,--t.,---T--T-,-�._-_,-. -, -,-���-------,-.-,--.-,--".-�---- - ---- ------ 0 � -t-, I I I I I I I � .A look A .4 n PLAN SCALE +s. .A pb A a-V A ^ 1 left ^ 1 U 1 1 1 Z. 1A 3 1A 4 1 pp=40' 15 1 0 1 / 10 V 2 v 0%L . m (3 Le%)N z`3 T R U C T I L)N' N 0 T E%`31 @ CONSTRUCT__�_AC OVER 47 AB. (INTERIOR STREET MIN. STREET SECTION) � 1�� izi ;�� Q! .k ,�) '? 41�% CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PL. 104. L, t - N 71,4C7- UZ - �3�Q r-) (433,�Q " Q .4 "OUND,4RY A'%& N v <� L Q)` �0 06 ,% r's v R ,I k I " /1;1\ .ol" (z.)--: CS Q) -Z %Ay �r3 R. CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. 4.!& . CN r� I v_ v_ _ - It 6 I--x DuPONT D . ,a: , Q) -�2 IIS2 -1c, � , * - P**. 6& .,,,- cr) * 11 , "A Oi'� 0 � - : -Th. 20 0�_� A .94 - v_ ,q- a cv C3 /�_ 0 SEE SHEET NO. _ �J k - 181 _j c') g ADJUST STORM DRAIN MANHOLE TO GRADE 0j ,Lrg05,c0_0/` ,!� ,,,b - )i*- + act)1�-_im to I .1W r �\ - %0 . I NT , 11 w- I -4 oo Ntt(0 z c I N @ INSTALL HYDRANT MARKERS PER CITY sTD. PL 134 C4 - - L 0 " I __j 0 __& I :, �a I"4 "" J_qILQ1 (::41. N 11 - >_ 1 6,,cz __- __ ,�,)- A * Q��r 01_�e% cv _cv -')- i_ .9 c . . 1 33 Q U CC) !1'1� .I'� - )I 18' 18' 1 V_� _j;n; I - --I � qwNxN ; ---Ln :z ml I Z , � ,a cv -,, � k;,- 44 % !94-Z /,;N of _N 16.��.�� p<I U , I V - Q I j? Se - k,L) CONSTRUCT CURVILINEAR SIDEWALK PER CITY STD. PL. 114, MOD. WITH MIN. R=10 - 1. _ ,� Lo V),-- C,--. 1 czzZ4 w ,r S ,11 v c,.n I V (z�j E3 W ) P_ f4 Y 8 \�j, r C> :� -� 59 �, `S,- ij flo Qr) ,,� \\ r- - T"_I I A� .: I �0 j. "O. v: 00 ��_ -_ , ,z,�? _N ,4 1 ;V14�- D)i>. *I- _�V-�/,\ -ftft 00 11 % -.4-4 A/D. - @ CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER CITY STD. PL. 307 * Q) (, I I - I 9-----,-. o- % / - 0 r,,: :�� r- 'r 2 M I . I + q sr., - S. 14-:X 0'1� 6� pq �e Q-0 I TRAC T - r_< -1 r -t- .p. Z (-) , * , -,I,, - 0) - z I r_n M _p I 0 �_ "'T ": C�_ N, [-< . Do ,� .. � + I IF-. N(z�� - 58 -40 -;0 I 1, . tolz + Q) C:)__j Ln <Iq I'll- "I x � 8 r1.1 2 + + Q� X (/) , ml -V Q7 " " + � C -I-- % Q / IQ5 + v- v- + �_ LO N n_j-4 ,-;t ,., % c') / NO, -16 22-7-2 e;) @ INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID & COORDINATED " 1�0 (C) %_ 7y C3 ) I IV—- 11-1 * P4.% / � I-x-N v_ *--o, V-4 r- w (TYP.) 2F), , , "`_ - 0- "I 4 )>_ 7 : AF Q. / 1401 v 111v BY DEVELOPER _p_ �,__> .P. -v,..4 wmwwwwoffiww� $ 1 ;C-;)- ?- + I,-t:-j "I . -r- -.% . / wN. '* `&_1 5' 20' 5' 5 ',, 1-4 CD_j " 4jjF _* - 3 �j I ,17,---*J N I q,T / 5 - __� 4:1. 7- 17 4� . 2 �Q_� g / \\ Q�r 0 - I- --1- P. I'll � 4z� It__4 __ - - -1 -F �� 1;;� 1-11, 48 %,v C,I lk\- 5 - C-) a _j I �� 11;� - �,j -, (9 ADJUST SEWER MANHOLE TO GRADE. < Ir- It- Na _N_ (TYP-) MIX 1w 4 -,I 11-7 SO - __ � -�14 1�5 , VIA %.I,\ _5 .. 13 / V,-1 40 + - _� -j" 4F-% - - @ ADJUST WATER VALVES TO GRADE. (X - % , 7&--# 11-% �_ z 1�� 3 _'� I/ � / AV 14- .��"j:� co ,,�1. .�� 4-1- � . � I X C_111�__ .Z�. �--, I--_ _3�_ �r (.A .. __+ - - cb 0 @ INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A & 401-B CA TCH 9A lc�� . .. � - N % c') ��� 1*1 ck2 ..,*_'. .. .". : \ 1* 444 %�j -7'- ;r- -13 � . � 44;F V61 91 _\:_1 Ift I t,10� It \ --b _11Aj ,� - -k\)' ,\\ -.--.. (\%JI r '_ It] � 11 \ Itt ' O � -",- 1�f / -- Ac:� 0- SCALE 1"=40' W=20# 15,% 15- N�) A - I - I ....1:1 - , @ CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101 (W AS SHOWN ON PLAN) 0) 37 ,-A -1 � I % C_%7 �r . � 1-1'�> `0 _11- (7�" ,�� %.a"I 4�4V / 6 4 ,�- ----- �1��s 3 -1 , 01-11,isKc I -: . , 1 7 1(j, t -1 ir-I :,A -p 1\, .�__ ; -11, IL j� A_ N 13 I� 40,--j � c __� __1 __------ ()N ,\ I� w _� %_14 ", 14 �i \ ,* e) - . �_�� I _1 ,'IV k .11 I -(,.'> @ INSTALL STREET TREES PER NOTES & LEGEND ON SHT. 2 � I - v_ �� PC-) 'r -V I- __Ii���_- - - .Qj I-x-,x -S - �1 - -3.. V�. ..- Jr 3o- -v -- I � ", I- Al�* :7 1 � - I I - I c,p .) -I -0 --& co 47 ,,- ,.- CS ,p - % -1 _ - - - :J` f - 0 - a 't� -.4 /Q I'll 1) - _ ��Vorf __J� 4m co I I ._�..-- " - 5 101' < J�v, 6� \__� _t� �� 1-1\ 11-f I - - - *-'� �i �. � � IN- 11 / r '5 T A� - , _4Q /_ - I �p v er I �� 1. I \1� ,�� . ;�,.' - . . '._"� i� /1:7� 11!5)wpql// _-3. 1p- __ / Ar CP -11,t>, ,_ "Ix, 6 1 �Q- I i I— c__3 1 0) . I � / 'm 1:::�41 _ L I . V - v� I 1 6_`", " (TYP-) w 0- � � I 1 _v,I. - I N*zt- -, 1 1-1 / I 1_0 a c...A I,j- I 1_1� I 11�1 � 00 1. , ov,. __ I ,_� �, I 14��j r Cj % 7tK / 11_�_ I— . 3 Ir �2 4 (TYP.) / __10 I I .1 < K I- olo/ol, _., - `5 I:__ c 11 4c . - F�� �', el 1920 / -1 :�:_ A%, I �c qz:v ---,.-. L A� c �0- L'04,�� I "I . A a , 1 23 1 _,3 -kj Is'. I � t)P,1 5��5 r / ,,, / I y I I r', ,�Lo 1 � N , ,A. z ,,, I - _. I - N czt ;5 "/ ___1 . I * 5r-v- ou.r.11 �� - I I 0__� 1+_111 (TYP.) a�� I I v I � N 114 2 ON ,* w -1, !�� 0 < �_n �_ : F I N � 01 - ill I In I -4 Do I `_* I*,- ftft� GFV * 'N�- , 10 to >1 , I qz�I + "c 0,-: ,V16 - ?tv\ \ It- C-,) , , .": �_; I I V..: X �O 1_� - �; I . 1* �� I ,'� 1� 1V pij v�_I Q '-"' (TYP.) . lj�!,� C�� I---x V , IN U TRACT NO.. -16227 !x� 0� - I V-4 ft Aj / I ---I -.41 .4 �11 0 _� I - I _u ': 7\ Xjj & %t� - I �� - I I 11N_ 3 ,4 __ \ �z � -0 -p- 110 v %ji + I--. 4;1�1$�IrZ (� __ �-. ,#* �y w -k- (\* m "', �3* __� __-� - -0 "�I,�; It" " ,r_X ':;f-' Lo I SK %v.-,z 11-1 � ___ - /-01- -.1 '..) - ") - . J, .-> . M 'X -1 - V_ 1_�, ,-A cp /w v4T S� d ,"_ ;;� I _% N �\� :,,, �� - ",I- -- I 1. I I I "I �. 6, cp *. - ( (n (,% � It% . m -3 1 �3 0 . 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I IL,�, �d , , 11.1-1.1-1.,- -_ I �, � , - '1,11� -\'t, , , cp ,v 2U20 1 1 ,�- I 1,� ', �"_\ ,", , , o", 6o CF w . I I � , ', 1111 %.I� j;_ 1 5 1 "mft- I I < t\,-G 10 � 1�_, "I, ,,P'� )�D I U 1610 '11c � 51 �:, ) r r , 19,P�q 1� -1 __� -�- ��' I 0% I og 1 IS 1949-61 It, 6`1 ,�,-,-, PRIVATE STREET IMPROVEMENT & STRIPING PLANS FOR .j 01 0 1� lcl�,,, C�)I _4.1___1`1�1z��_, ,�,,.�_ oil I 0\1�ro Q0 I I t:=�_ IL.I., :SS2 "" 1, ESS n own Ipo% A ,OsmE,mamm 101111L 'd 0%0%4%amm; -A -a 0%0%pxxi,mmis Oft CL :%, � _\ e '/ � __u K 39 1 jx!E� fog 1949.37 FL �, �� G, x0F ..." F -A 01%&1%10%MEN" \ ,01 . � rVA C) set, a�! I,jcl -cl -� 11 I A am =111 �Gl\� 'It � � I C2 I � ( �D . � '�,- jv� \ i ' 'I - . - E� �Gtl I # 4%A XV .Q) i�j ;i� Q� . rv%f �� e _11( I KAL; I NUN IOZZ I I IOZZ I Z & loe.e.I '. N_ 1�_ - 1! c.p c \ c`- A, pljt�qll 51'r � LA - �'az 6 r .10 � I � I %-? --I oe t jviL. 5 - . __ , '-,. _�P � .1/0 �,�� I`x`x - \ \ e'? �% , 11Y C��8 " . 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I_cx;11 cl v I\_ - - o - / . w - , ,?, r� " � .0 \ INV * ., � . \ , �#) / CATCH BASIN 11 _ " - - Of- CA \� > N � # '1��_ �_ ,,-� - \% , I \ ,.Oi 16 , 00 9 . 08 " 4 . 66 ' _ W=20 DATE. 0 \ ` , \ 00,4',,-Lpps 0) 65000 / 14/1 29 , 65 / 33 , 64 / 18 , 891, 88 , 53 ' CITY ENGINEER - RCE No 24953 .�_ - ________- ,I - \ , cc IN. � � r ? , r "I // / // 1� � `�* , N c e *50 " 14 50 , 00 ' 26 , 04 ' 13 . 32 Q, 57021 '28 850 , 00' 850 , 9 DESIGN 9 RECOMMENDED CL \ \ 01V T)1 29 ----.-.----- ,I ___-, -____ ---- _______ CITY OF RANCHO CUCAMONGA MORSE 17320 Red6ill Am I I�v \ ,Mpg G- 0100 / 49 . 89 , 25 , 38 / _�K______ 87 , 51 " R.C. b Suite 350 2 ,�� o / / CITY OF RANCHO CUCAMONGA VERTICAL CONTROL DOKICH Irvirm,CA 92614 1p w_.- cl� \ ____- Q I 34 , 00 41 . 05 ' 25 , 68 ' Voke-949-251-9821 cv C\. / I / I --A---- DRAWN I . SCHULTZ FAX: 949-251-0516 SHEEf I'x- X V 16 , 00 9 � 29 ' 4 , 78 00 43 , 92 / 28 , 55 ' SET 27 BRASS DISK IN CONC. CURB STAMPED %� A� ZA IN�Oznt IVOIZE5 ,47-0EW7R_>` ft-- (/.of w lz,� X opp-i "CITY OF RANCHO CUCAMONGA BM 10090 1987" D.L. PLAN EAS ENGINEERS SURVEYORS !�)11 S 66*31 / 07# 27 , 65 " 18 , 13 / A AT SOUTHEAST CORNER OF SUMMIT AVENUE ____ - Iff j/,7** /I_.1%A - 3A 0 F 39 LU O / - -- ,ol 20596 DRAWING NO. Im ____ I //N 61 7-34 ' 17" 150 , 0 19 , 821 9 , 93 / �01 _ 8# 521 , 9 , 57 ' ADDED Nom ge amerr 7gegs I-*7-0 9 (CUR AND ETIWANDA AVENUE, CHECKED � � - V& NO - 135* 08 /49// 11 , 90 , 28 , 07 ' 1 ------ 23 E CrTy AT END OF CURB RETURN. YEAR LEVELED: 1987 2 F-------____ 2020 l�= T I I __���, 8 3�' �9T) 15*27 ' 13'9 DESCRIPTION OF REVISION DAT APPROVED, ELEV: 1534.374 S.C.M. 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MEN RR ■■■■■■�1■■■■■■■■■■■ =■ ��i1■ice■■■■■■■■■■■■■■■■■■■■■■■■■■; ■■ .A ■ ■ ��■���s•®tea ■�: ■ _■ �■■■■■■■■■■■ ■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■PLUMS, u Est■Id■■11i•z.r■ SXtMM ■. ���■■■■■■■■■■�- ■■■■■■ _MENOMONEE among ■■MSE■■M■M■ ■■J�■%■■■/ ■■i�iii■■■/_ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■ ■ AMMO R.WCH SEEM■ •_301q, M■ : i ■ = = ■■■■■■■■■■■ SSSS■■ ■■■■iii ■■■■■■■■■■■ ■■■■■■■■■■■■■■■� . . ■■■■■®■��M��Si�■/■■■M�E�■■■■t��l■ SSSS■■ : ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ /�/■■■■■■■■_■ ,■■■■■■■■■■■■■■■■■■■■■■■iii■■ ® ® P�! i■■■■rG■■■■t�■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■�E■MM■��/■■■■■■■■■■■EI■■■■■MMM■■■■■■���■■■■■■■■��■■■■■■■®■■!�_e./®■■�i/■■ _ _ .'� ■ ■ ■ ■■■■■■� ■■■■■■■■■■Emilli ■ _ ■ E M ■■�%�i■■■■■■■■■■■■■■e■■■r1lr/"./ ■■MM■EROW. • ■■■�■t! ■■���■�������■moi■■■■■■■■■�■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■ •• ,, ; ; ,e; . ., - - �®� �E/��■■■ Mir■Mt.,.��■�■■■■■■■■■■■■■■■■■■l�I�■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■ SSSS■t■■■■■■■■ _ , _ . . . . ■■■■�. ■ ■■ . ■ �■■•!r■■■■■■i ■■ �■ �■ ■�E ■■■■■■■■■■■■■■■■■■ ■■■■iii ■■SEEM■■■■■ SSSS■MM■■■■■■■■ ` ■®■■S/■/I■�.. ■i`iii■�!■/_�■■■■■■■■■■■■■■■■■■■■■■■■ _ _ • � • _ ■■■■■�M■■■■■■■ �� - • -= � SSSS■■MM■��®�■P���■.��� / t!M■��r�■��t!■■��MM■■■■■■■■■■■■■■■■■■■■■■■■■■■MM■■■■■■■ ■■E■E =ISE■EWE■i/■■■■■■■■■\r■ / %■M■■■■■■■■I■ �.�■■Q��E�i7C 3�t�,■■ ®® _ --- — , ,/ IMMEMEN ��' ■■■■■■■■/1■■�/M■■SI■■■■M■E■■I■/iii��'i�■■■■M■■■■■�■■��!!�®•��/®■Mei/■■■■■■■����■■■r■■����■■�M■■■■■■■■■■■■■■■■■■E■■■■■■■■■oE■■■MM■ MIMMMEMMEMMEMEM . . .: , = �� /■■ SSSS■ ,■■■ , _ , ; ■ ��I!`�® ■ ■■ ■ ■ ■■ /��■■■ SSSS■ ■ _ SSSS _- _- MMM■SMM■M■���■■■M■■M■lel■MMM■■■■ :I� ■��■��ii■�%Ei�■■■■■M■■■■■■■MM■M■■■■■■■■■■■■M■■■■■■■■■■■■S■■■■■■■M■■■■M■M■■■■M■■M■■■■■M■■■■■■■■■ SSSS■MM■■■■ .� �+®— M■■■■■■■■M■■■■■■■■■■■■■■M■■■■■■■■■■■■MM■■■■M■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■�C■■MM■■■■�i ;: ■MM■■■■�Ilil���i��■■■■■■■■■ SSSS■MMM■■■■■■■■■■■■MMMM■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■�1■■■M■■■■�I®■■■■■■■■!�r�1■■■■■■■■■■■■■■■M■M■■■■■■M■■■■SSSS■M■■■■■■■■■M■■■■■■■■M■■M■■■ ■■■MM■■■■■■■ SSSS■M■MM■M■M■■■MM■MMM■M■M■M■MM■■MMM■M■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■M■■■■■■■ ■■■MMM■MMM■■MMMMM■■MMM■�dE•�M■■■MM_ ■!■■■■■M■■MMMMM■M�����..M■■■■M■M■■■MMMMMMMMMMMMM■■MM■MMMM■MMMMMMM■■MMM■■■■M ■■■MMMMMMMM�©■■■�3�%�■■■■■■■MMM■■■■■■G�1 ��.. �®�M■■M■■■M■M■■■■■■■■M■■■M■MM■■■M■MMM■■■■MMM■M■■MMMM■■■MMMMMMMM■■■MMMMM■M■■MMMMM■■ ■MMM■MM■■MMM ■■■■■■■■ ■■M■■MMMMM■■■■MMMM■■■■■■■■MM■M■■MM■■■■M■■■■■■■ME■■MEMMEMMEMEM■M■■M■ ■■■MMM■MMM■MMMM■■■MMM■■l�I�v�■MMMM■MM■■■■■MMMMM■■■ • ■■ :•■■M■ SSSS■ ■■MMMM■■■■MM■MMMM■■■■■ ■M ■■■■E■■ M■MM■M■■■■■■M/■ SSSS■■■■■M■ ■■■ ■■■■■�■I�■■■I■■■■■■■■E■ ■M■■■■■■■■ ■M■MMM■ME■■ ■■■■MM■■E■S■■■■ ■ 5PWIMUMMOMM WV- AI Lb New, awine • iFI/. •►r•• - aa,�• 101 Now, r4aw. ..V I. � • . \ � O © �\�' v � ��• ® .\, .�- n • � � / I ���� • r\ �1� • � � �� w� � ' • �/ , ! /-ISI :..�.� Lyi/iR:. a■� R; �� ��� �i �tL�■tt�tt"•�trttt�■. -- � .. d � �Els���►i'i�•�1����>������Is� i�������i��� ■�►ri�������l/►t© r- `��� y�l" ' • ♦• .••• srr�.ssa•►w.a.r�� �r� ., • va,a••� ..zv�.r_r�r- nransr_�v+-wa�e.�r-��. i. /� ,_t ��� . �.��aew,.��r_ ®r-e.esav„���.�iwa,a���o .� �m.��a�-��•® •.�� wea.��.�� r1r'~ � `7 , ` s • • A 1 ' © '1 1' 1'• 1 1 •1 • , 0 1 1 1 '• 1 :' 1 1 MM QWA 1 1 1' / / , • �• • ® :11 _ • 1 ': 1 1'• •1 / � � , 111 1 1 1 1 '1 . . 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AOR P!%R LVT vtlll.L f3E �>-l,oW�D.6dE5JFGT To °' :'� ,.(c,,SAy, 3 Q�oFESS,oN9 TRACT NO. 16227 2 a PPI2ovaL bF THSII� oI2K5 lr`ISPToR 30 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103. �� �'� C• ® CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. iLp`�J� �N a. ,;I �' i ohm z ROW 2005-00786 u STD. PL. 134 - No. 20596 R, © INSTALL HYDRANT MARKERS PER CITY CURVE TABLE *�' ��� d* Exp. 9-30-07 r4±, L SEAHORSE DRIVE u ® CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER CITY STD. PL 307 ## p R L T VI CASE AS SHOWN ON PLAN 23° 07 ' 00' 718 , 00 ' 289 . 69 ' 146 , 84 ' qTF� CA-\F APPROVED BY DATE: �� > 13 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER ® 48-57 '36' 700 , 0 0 ' 598 . 16 ' 318 . 71 ' CITY ENGINEER RCE No 24953 c 14 ADJUST SEWER MANHOLE TO GRADE. © 48°57 '36' 682 . 00 ' 582 . 78 ' 310 . 52 ' CL 15 ADJUST WATER VALVES TO GRADE. D 89°24 ' 17' 27 . 00 ' 42 . 13 ' 26 . 72 ' CITY OF RANCHO CUCAMONGA DESIGN MORSE 1732oR,ahiiiAvs. RECO N ED Q 16 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. PL. 107-B E 50 9 0°35 '43' 27 . 0 0 ' 42 . 69 ' 27 . 28 ' R.C. KIND D OK IC#1 IrvinSuitsg CA 92614 O CITY OF RANCHO CUCAMONGA VERTICAL CONTROL DRAWN vokr.949-251-8821 OF 13°33 ' 00# 100 , 00 ' 23 . 65 ' 11188 / 61.Dw A5-13u1LT-Pwy�IPfrizoAu•4°t-U,13,15,24-25*27-33 SET 2 O BRASS DISK IN CONC. CURB STAMPED S c x U it 2 PAX: 949-251-0516 SHEET 19 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101 (W AS SHOWN ON PLAN) t712NE APPR GH REVOGATEI7-Or1L17C�✓12,22,23> 2lo,AOD �Z-�/ u GG 198000 / 03r 38 . 0 0 ' 131 . 32 ' 239 . 91 ' 2 G "CITY OF RANCHO CUCAMONGA BM 10090 1987" D.L. p N E R S ENGINEERS SURVEYORS ° , I AT SOUTHEAST CORNER OF SUMMIT AVENUE 5 OF 38 LL ©3 INSTALL STREET TREES PER NOTES & LEGEND ON SHT. 2 HO 1 0 1 1 16 891 .68 158 . 55 79 . 48 5T12EE T 7X6 C SPACIM& &0 0•c • �'-�'�$ (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED E NO 20596 DRAWING NO. ® INSTALL W-53 SIGN 1 4°27 ' 03' 88n . 0 0 ' 68 . 36 ' 34 . 2 0 ' CI AT END OF CURB RETURN. YEAR LEVELED: 1987 F' DESCRIPTION OF REVISION DATE APPROVED: ELEV: 1534.374 S.C.M. DATE IEE N0 2020 u, I:\60400\IMPLANS2\SIP05.dwg 9/28/05 PROJECT SHEET NO. OF L .90* 46 C. L=J3.90- + 000,00 0- ......... T3r.% 00011 , + plf=1957 2 .7 141. r— ____* ;;Woo 04 .........0011– V6*".o LAI, _,0007--— — 7�__ 77 0001- CIO, -- U OM It/ A 7 TOP OF'SOL Y (,*UAB Ci% _4� roo, -I ") - 5 A- Tm Pei 04 0.0, A -------- IDE DE -0000- GR4 Jj 20� -co I - 00 A 2E 9 3-N L=J.J3. I'll, 11 :, , P) 1.05Z 69 A fPA'O 104 FA4 /V8 ie Nj 08' C. 000,0000 0� L .0 A : A� 1 14Z C; 1 11 1 1 1 1 1 - I it V Ac Ca S 00000' V4 Q�6' + ;W < 7— Y-0000 pow- _J4-ap- 000- -4Z 4 �j N .6 + ,)IV-. Q) Qnc C� " o(A 50� r-O L TCP OF N**i Y CU)?B- 4.171% --- _11-2-- !!!n_L 00 co P/�=is 1117 A !Met. Pi 6 Sj J, IN �z I V- 0 kL Rer j -- r 0000 gono to ::--:R)P--OF-W'l y I C 1,RB 10 - er- %%w 00-0-9 +11-7 ''A 4- 4a;- ;000. QL A C�N 1 4 4- ?W)R E-SC AL ES- 7- 9.ZV-+ FOR Z. 1 =40 + VERT., --A--9 OF 1 81 J_ 11 A 13 14 PLAN SCALE 17 1-A 8 11 A 9 20 21 5 1 0 1))=40' Lo x 10 9$ 5) C3zz _5 DA Y CREEK BL VD _j#-�P--f L cp _j "t " T R.fl-\C T NO, -16 22-7--1 C\l Uj ta-x 4 rr SEE SHET NO. --1 1 Lu ca cm SEE REWSED DETAL ON I`_ - 19 Q_ : <r -4 PER CFD 2004-01 PLANS SHEET 39 DWG. 2020 1=1 C,):f SCAN,ET W Y co C-) f__q I _j ac, >< 1 800 1 ;t <3 L_j Uj Lo to Z A�) izi SCALE 1 =40' a:4 I Q_ U, , TRACT NO, -16226--] q C 1§1 V_ zil, I j 13 Lz to 22' 22 3 v� IN- I", V _j .4 -"31: 0 LJ f C3 sj Nt PC) LAJ '40 . + I T J %_�) 'kn _j CO 1-ft z 96 -ii-, _j M T:it Z5 00 1) [19 N ll::z &C) �l -1 L3 MEL ON C T. > M z Iq to 11 — jt5.1 12 23 z Lo P4 I ;w *--I— "V "z: CA TCH BA 77 0 _k 08 8J E3 W=91 M + \x 145 Lj 04� CK PC) C:> 0 Cr. Fl, LO + + L0 7 - 4 1* 65 W4 C:>__j + Lr)_j LLJ 7 w V 6' CF j:j 17 1/&1 M4CT AIA 2 POI, REF NCE ERE 193 8 97 Te -L 68 4_ .1 1 -j- __CL m D WG. NO. 2021 D WG. 2 19J8.47 f IeRee C0 TC 5 13 2 FL -7 7- A�) .01 TC lrz� C 4 fz K 1949.J5 TC 1948.85 NJ z A A\ n kI ir 135 A,- D N 8 C) -0 P:: -4 co _< 1,-�W 1 9 Vp + -0 X (m -lu 1-�C3 P. P.) 0 __) 4 141 CD LO -;t!� __4 :z U� r 1 Qt In -0,.* x CS N 7q, CD 5 ......... lit w ILO r- CA TCH BASIN 160 3 2 C---V V,- :2z� STORY DRAIN coo� + M + CLI W=lil EASEMENT 13 53, 0 0 O'D ?00401 VACANT SOUTHERN CALWORN�A EDMON z Zq MELON DR. CORWOR Q Az cc 1�9 ET NO. 12 SEE SHE oil 'm 6,11, NN Cb Lp zz� ELM T�l ,z L;U I MO`GA co "NSTRUC%T10"N NOITES _10�11 9 I - "l) j Z4_76-2=1V4:> CITY OF RA NC01100 CmumCA x z 3V. X0 qz C.1 CONSTRUCT_X AC OVER 4! AB. (INTERIOR STREET MIN. STREET SECTION) d . � PRIVATE STREET IMPROVEMENT & STRIPING PLANS FOR �\, 5' 5, ESS n 1l-,4Z&1-04Y Z I*W7 CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PL. 104. 5' 5, 5' 5' 9` 50 51 C. OTRACmulm NO. 10"'2`21" l INSTALL HYDRANT MARKERS PER CITY STD. PL. 134 (lzz�l 'Z 54N INDIAN WEL LERS" PL A CE --------- qzsl R'W '0"--0"'8 z co %J z U0 uto < No. 20596 CONSTRUCT CURVILINEAR SIDEWALK PER CITY STD. PL. 114, MOD. WITH MIN. R=100' SMEFET lhjEVS /AJSMU.6b POZIdR- Tb kEV1616N 7 w IV- CURVE TABLE " ;� -i rr, ^m— Exp. 9-30-07 ;D CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER CITY STD. PL 307 INDIAN Wt:LLS PLAkwot: A R L T to (Q 1�0 CIO CASE AS SHOWN ON PLAN Uj 32*30 ' 07 16 � 00 9 , 08 , 4 . 66 5* 12 `21 " 1018 , 00 92 , 50 ' 46 . 28 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER CATCH 4�A� �Z> — > 4// 29 , 65 ' 64 18 , 89 119*52 ' 01 # 27 , 00 0 W=Iil 65* OO ' l 33 , 56 , 49 ' 46 . 64 ' CATCH qASIN 150 APPROVED BY DATE: CITY ENGINEER ADJUST SEWER MANHOLE TO GRADE. R C E No 24953 1800 00 , 00# 11 . 00 34 , 56 ' 1000 , 00 9 0* 0 0 ' 0 0# 27 , 00 42 , 41 27 , 00 ' w=9' All ADJUST WATER VALVES TO GRADE. ------33* 15 '32# 16 . 00 / 9 . 29 4 . 78 ' 89* 19 '31 # 27 . 00 / 42 , 09 ' 26 , 68 ' DESIGN CITY OF RANCHO CUCAMONGA MORSE 17320 Redhill Ave. REC DED 66*31 ' 04# 27 , 65 / 32 , 10 , 18 � 13 / 11 *3625"' 832 � 0 0 ' 168 , 54 ' 84 , 56 " R.C. Suite 350 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. PL. 107-B CITY OF RANCHO CUCAMONGA VERTICAL CONTROL DOKICH Irvine,CA 92614 135* 08149" 11 � 901 28 . 07 28 , 83 ' 11 '36 '25# 850 . 00 ' 172 , 19 / 86 , 39 ' BM #10090 Voice:949-251-8821 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101 (W AS SHOWN ON PLAN) SET Z BRASS DISK IN CONC. CURB STAMPED DRAWN SCHULTZ FAX: 949-251-0516 SHEET 19*25 '230 100 , 00 , 33 , 90 ' 17 , 11 11 *36 '25# 868 , 00 ' 175 , 84 ' 88 , 22 ' -WE SPAClWx 4o' p.c. AcAaSs Scg "CITY OF RANCHO CUCAMONGA BM 10090 1987" D.L. p NERS ENGINEERS SURVEYORS 6A Llj @ INSTALL STREET TREES PER NOTES & LEGEND ON SHT. 2 21 *33 '55' 50 , 00 / 18 , 82 , 9 . 52 ' 5*50 '59# 868 , 00 ' 88 , 62 ' 44 , 35 ' P,--Z,-7,67PANV OUTHEAST CORNER OF SUMMIT AVENUE _OF39 LU I I AT S /vj// 1,fVSX4/_Z_ AMA66 7RIAN 141,44,el-VA Y 1_16W 73' 4 7-e,4 0,"E� 0/-'-C_Z1,Z,0 4*49 '48# 982 , 00 / 82 , 78 41 � 41 5*49 '53# 850 . 00 / 86 . 51 / 4� , 29 1-to-07 L (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED I DRAWING NO. — — C."', Az%ptc E No 20596 a: Rell,1,4 7-ce- ZAhVSC4Ae5 &_,4106 5*52150// 10 0 0 , 00 �63 '��51 �36 '� 5*48 '45' 1 832 , 00 ' 84 , 40 ' 42 , 24 ' DESCRIPTION OF REVISION DATE Ciff AT END OF CURB RETURN. YEAR LEVELED: 1987 S.C.M. 20 1 1 L JAIP i''I'lill".D: ELEV: 1534.374 DATE FILE NO 1:\60400\1 M PLAN S2\SI P06A.dwg 3/20/07 91 E + C-0 I EE —H 4io cl 0.Ar4 :rpLU >- PROJECT SHEET NO. OF U5 ............. ...... 77 711 ................. .......... -A- ........... ....... y i _100 A "'i 70.�96 7' ' Al� A Nt A t77-77-1 111-11 Qj Nb IWO 7 ^r)A DF 7777 M, P -7 Q 0 6. W)C* 20 7, ,:,77T777 777 =A 70. _77777--__ r 77F7 7 77-7t=� A A- 0 7 LUF- RIMHA �(o 40 n. R ID f 17 -40 A AR& PLAN SCALE ]a 1-A 3 1-A 4 15 10 17 20% 23 1 =40' C\\§ 5 V Ar 19 -A NO. AdL eu 6' co + .99 7-0 72 73 /TV kilp 74 49 (TYPI.)I C> 01' 23 C) SCALE 1 40' 75 c C::> + CATCHPA fTV) AIW �to/>O. W=21 1,9 �A r wj C__�VTX IPA, ' 7 _V 14 76 %f lea 19 78 0V Avg% A- Ile I LU 86 77 87 -K cz� fTV T 00 �i 19 _f_ 3 AIN% C-) _91110 C> r C:> A V, 70430 r NMI' V B 19 (TYP.) ro Uj C 0 UF /40 8 V4 C:> NNW C p, Q4 C:). 8^ iF:l 10 U 0hV (TYP.) C> OR 83 C> ',A 0%0%L 1rll-I B f%-ri 0%L A L U. 81 cz� U Ul 4,z T K U N N10%T E S _V.. *`82 MR left U'dftNG m wl# 19 Coo mm A AM A -n C-) CITY OFF R 'a NCHA T— z6' CONSTRUCT__!_AC OVER-S-AB. (INTERIOR STREET MIN. STREET SECTION) yjr 11L A PRIVATE %'0131TREET MPRO"VEMENT PLAINIS Mill CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PL 104. /Af IS Aq LLF .55 (31 Ess/ MUM W% In A"k AINIL 0%0%MW AIN& Y,CD PL., 103. 7b C) C CONSTRUCT CONCRETE SIDEWALK PER CITY sTD. V. T N 1901�zz 5 lk Aff C> fLo ADJUST STORM DRAIN MANHOLE TO GRADE Lot �mmffiu CD VV WA + ma-A %Jw zVV0 7 5 z co No. 20596 5 m 11 INSTALL HYDRANT MARKERS PER CITY STD. PL. 134 m LLJ A M III, M A Wmft ll�Al%h, Exp. 9-30-07 CONSTRUCT CURVILINEAR SIDEWALK PER CITY STD. PL. 114 5 NA VLt:b WAY , C/V I LAJ CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER CITY STD. PL 307 00-p 'IV OF Cffi_\� CA TCH BASIN 0 DATE: Apo%, CASE AS SHOWN ON PLAN W=21 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER C CITY ENGINEER RCE No 24953 LA. ADJUST SEWER MANHOLE TO GRADE. # A R L T CUf%A f%A DESIGN MORSE 17320 Redhill Ave. RECOM NDED CL C ITI IV OF MNCHO kilAMONtilis Suite 350 @ ADJUST WATER VALVES TO GRADE. 1 CITY OF RANCHO CUCAMONGA VERTICAL CONTROL R.C. w DOKICH Irvine,CA 92614 \LDI 36*48 15 300 , 00 192 . 7 99 ,81 , Voice:949-251-8821 SHEET @ CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. PL. 107—B 36 5 . 80 SET 27 BRASS DISK IN CONC. CURB STAMPED DRAWN SCHULTZ FAX. 949-251-0516 !�Wt%r 7R OEE S PA C IJ 6 0 0-C- (80 "CITY OF RANCHO CUCAMONGA BM 10090 1987 D.L. P L ERS ENGINEERS SURVEYORS ROACH PER CITY STD. PL. 101 (W AS SHOWN ON PLAN) 40*42 '43 rell4lv le,041-K11114 y r6_-0 - ..% � 7 OF�W SUMMIT AVENUE w INSTALL STREET TREES PER NOTES & LEGEND ON SHT. 2 4 213 . 03 (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, 0 0 0 20596 DRAWING NO. LL A911rS A 01c CeIR49 /F\ 40*42 '43 =28� 200 . 38_/_____j 104 , 63 / 1 DESCRIPTION OF REVISION DATE CITI AT END OF CURB RETURN. YEAR LEVELED: 1987 low& S.C.M. IRR- ELEV: 1534.374 DATE Z02U 00% 1APPROVED. -'FILE No - I WOF 1:\6040U'\IMPLANS2\SIP07.dwg 9/28/05 OF 4o L B 7' 1 �.w .,...,... _..__. _..n.._.... ........_.... _. - _.. _ _. _ _ w. _ _ __._....__.... .. _.._....w .,W..... . _ ..._ ..... _....,. T_ . _ _ _- - _ _.. _. .w_... . w _ __.. _ __ ._..._.,.. ._._......__..._. ..v... .. _ _ _ 1 - __ __ _..- .. - _ _ L_ 13 28 0. . I _. _ : . _ __ _ _ __ - 37. 1 _ _ _ _ _-m I _ : _. _ _ - __ . - __ _ - __ _ __ 2-69.64- L 2 69. 4 5 .0 L 48. 7 _.,Q I I _, r _ _ AN 0• T I +N I I I , 11 f 1 _ :: -__ 11 Ir _ : # 1 _ _ __ _ - co _ _ _ h m . , - - - - . tj m I _ _ __ I _ I V _ _ _ . __ _ _ O O.. ' _ _ _ __ _ N _ _: ap 0 _ _ N _: _ _ ___ . _ . _ _ _ ._ _.- -- __ ._.__ .- _. I - - -_ F L U . _ _ _ D o - -_.... O ......::f ... .._._ .__ .. _ -_.. _ p :: - _. .. .-__ _. _.._ ... _... _. ... _. - _. _. -_ _. ... t N --- -- ---H _.: _ ___ �I __ gg .L I _ i : . . r LL I'll .- . L . r, .. L � r ' LL __ , __ - T P Q L . I L rN I ' CR } - I L I I C 2. 3 11 _ _ -I---I _ . _ 1. I I L 77.v.�r �__ -. I __ H0 ..IL'0 I I I - I . - L - - _ _ I I_ .0 'r L r L L �L i ,, I- .L- - L I L -rr � L_ I I- I I � L I IR 11 L _ -_ _ _ 7 L I �L r [I - -_ I ,I-r L . -- - L L I r 4 2p, � i . L .I __ 1� _ _ _ _ - . _- ___ _ �, W __ _ _ I r .- L . L . -I . - _ :-I' r-. .,. Q- - - : . .. ... __ __ _ i q I , . . _I r , : I r - __ � L -I .0 - - . , . . I. . I L __ 1. C _. 6 _ __: - = 02 .7 I � _ - - - - _ _ _ _ . _ _ _ _ .- _ - .- - - _ . :-_ _ _- I _. _ __ ._ _ _ . -_ __ O _ _ -_ __.. _._ O f - , . _ _ _ . __.rr - __ _ - Cl - o _ _ M __.- .___ - _ _ - - 9 . 1 _. _ _ _ __ _ _ _ - _ - ._ _ _ - ON N: _ _ O _.. ... .. .. ::. :.: .._ :... .... .. : :: ::. :. :. iii - _ _ _ _ _ _ .- _ __ __ _ .-__ _ +1 0 5 - _ r. _ _ + __ _ . - r. . - -. - . N _: .__ __. _. .. - - _ _ I�l . -.. _. _. _.- _....._- - _..._.:. __. -:.. - -_..-:. _. . -:. ._.:-.: ... :.. . - :. .. .... -. _._ ._.. . ._ - _ _. :.::_ .. .._. :::: : 5 .. . .. .... - - _.. .. _.. .a _. . ... .._ .. _.. _.. - - __._ .. . - _ _. -_ - - ._- __ _. . .. .. - m_ � -- - - -- - - CJ .. I I _ , - - _ : _ - - _ _SGA __-] L , -__-� 1_1 _� _ o + .- _ a _ _ _ o vc _ _ _k __ _ _ _ _ __ _ _ __ R _ _ : - : _ _ _ - _ P/ 1� ___ - _ __ : _ O �._ _ - _ _ V - . - - ::: h _ _ . _ __ . - _ _ - .3 _ - _ - _ . - -- - - -. 7 _ 2 _ _ I_ _ - . Q _ __ _ _ _ _ _ _ __ _ _ _ _ _ . W - .�tu _ _ _ . _ _ O + _ __._ _ N _ co __ _ . N _. _ : _.. so __._ - - __ _. _ _ _ - to ._ __ - _ . _ V g _ _ _ _ - - _ .. -10A I _ , __ . _ _ _ : _ _ ._ - _. i _ B : _ _ __._ _ _ ._ L -- U . _ _ _ TO F - _ _ _ - -- _ .- _ - N - : _ _ ._ _ - __ - . _. _ wR _. - ., _. . . _ __ ..-..._. __ .p __ _ _ _ -- _ j __�4.. �_ _ 3 0 0 , .-.� 0 V L 4 �1 .� .__. P T. 5 - T__ _- ------ -P _ _ _ - _ _ _ _ T P `0 S -Y C B 1 _ _r - _ . . _ _ __ _ _ - - _ _ _ _ _ _ - . . i � 1� _ _ o. - 188 4 % _ _ _ _ _ __ . _ p _ j{ I R - :_. 1. - - I _ t _ . _ . _ _ _ - - ..--- i - _. _.__ __ - _. _ . 1= __ _ _ _ - _: - _ _.. .. -_.-.- .._.- _ - : . - L L _ . - . _ _ . _ o, ^ - _. _ ___ _ _ . _- - - -_. __.- - _ __ ... �o I - _ ;1V _ - - - - - __ •. - - - -- _ - - - -. - .. -- _ . - - _ _. . _ I - _ _ . - - - - - _. _ - - - -: : -_- __ -- -_ __.. - - . _ __. - ..- -- ___ .. -- I _ _ _ _ I _ __ __ : _ 4 _ . __ _.._ __ ..____ _�_� ____ __. _ __ _ -. -_ _ _ ___ __ _ _ ____ _ . _ - - - E T:-: 1 - 8:: _ _ _ _ !! __ f _ 1-1 ___ .:.�_ ____- - ...�._. .- _ _ ..� ;� :-___...�m ._x. ___r....M.. .�:.�� __�. .-,._.. ..._._. .._ PLAN SCALE - 12 24 25 26 27 1„=40' 10 1 1 cl- DoD � � 00 � W t< N � t6 � � ! + ice- + c+ � � N "�� � !6'° N N N N N N GF c N N N N N G�G WATER PL. ,��'`� 5- S' 14' S' S' �� F\, x,99 c,�. 5' S' 14' 9' S' b. ��' - CV STILL ;. 9N• �� '99 �6sr ��� �°� r r r `� 9�. T� rr�r�r r )���J J N f� r - SEE SHEET NO. 4 '2 �9 �� ` J )) , �Z I TM 19 rr�r�r r J\JV J 1�»�J2 ,9 ^ . I N5, III �F3 �� >>�.� cF �� �9�� 019 ,9 1' �° o 19 ^ o o � ' 8' 18 1 �9g� 53 �' F '� �v o `9� '`� 6 2� \. �:' X98 �p C,c• �o Q I• y\o 38 s �, o F , �� lC 104 � - 102 V 101 �, o �o >: °j `" m "' 9 ° co v` 99 h �' 103 �� � " Z ' V <r a G" 19 o, c� 1 1 V cr rn O �' �, 1 6g QV opo � 9 C6 «� l� 1R a II c II - Q '2 V 4 �v `v 3 '� 1k °� h' n w l 19 4°' `'' 3 ~ h a -4 71 13 a `� 3�� Z70 �cp 13 �� 1i r 0 ' '�°' X11 -� T �� o " 9 �, �O y� � Q °,ry00 r� o rn �;Q W Q ao h � Q a V / `- 0,0 BCR �` '` �, �' p - �• 3 O � (TYP.) �\� ��_ I V Z" V�• A M N U A .� W / \ lV N �' 2g v , � � W RR �V a R' / ' � � CATCH BASIN 11 CATCH BA 11A 'L ��P` " \ �" 3 -_ ,,�",�o" SCALE 1 -40 a O -+. ( lV N O i- 3 ( ) N 3 N 3 �' 3 1 4' MATCH LINE # # - _ �- ,, �, 3 1 IIm SCALE 1 =40 --__ N �, h„ 3 N N " D �; W=14' W=14' �� � - -- -- V V - - --- -- - -- --- - --- - �1., T, a _ . � �- = - _ _ _ W1V : - -- : _. _ I a rRAC r D 16 J ,L\ �� aI, Cl bt o?�� 100 _ 19 ORKy � � � _ 6 g9 :. - 009.60 g24 B ,� G L 6 16' 1 0`� N 129'26" E 11 G ,�� ��178. \ 00 1AL 2 N 4 43 W 2 3.44 - 2 1988.20 FL F I 10 \ I'- 0 010.10 TC �0 OOti 1�ti 8 f 5 ao 1988.29 TC 2 21 2 ¢'/ j "LTJ ���``�s J 0 � 2 0�� ti�°� K H = EC 4 Nj� 01�1 . _ 21zp�� � 105 \ �- �, o� I �l, V 3 - � �. , ECR o ° " w a o h o �` �G �� \ N, to - opo, Q ' (TYP.) j �_ z �^° 3 A . °� 3 � 18 0 ,aes co v O � cF c `fly �.c. �° ^ 9 'P' �r ;- v RR Tc �i Q W II <1 -t. II O et �0�0 rn ti O O �� �� D` /L `� O o� 9, R. C 4=0v Y �� z , 4 W D - (rn'') = m ; N ", 3 Q m � � 4 \ MATCH LINE �, w� o � � w 9 3 - 3 W 3 oC a¢ `� I. t O -h :Q V II 't' : V N N V �T#a '.-� �� '�� �h 995 �1 G> �9 9��1 (TYP.) 3 (NP.) o D8 J M RE `� 88 v' N 8g W '' 13 N 90 ' m 17 'T O r n '� 1 99g• ;o n __ �O �1 E� NO' Q � � , U c'"o � N c�G , 106 o u ° 13 \ � '_1'� E SNE 3 19 zs+ II II GF (c !� 1 , ! �E> 6'b 3 1 07 0 V SE A N 3 19 + 3 6 a 1& � , '� 61- 9p1 6�F 5- -5- - 14 - -5 5 •9��,9�� ISL 1 ��g I� tp I� N 19 9916h 5' S' 14 5 5 `9�'9i ���` 1°�19g0• coo m 19 INC�^ LL 1 0 0 0 0 0 0 'l - N N v � C CONSTRUCTION NOTES °' N N � 'N C4 N a NAPLES WA Y " " " " � L MWOOD COURT- = N N N N " " N 2 Q CONSTRUCT 3" AC OVER 4" AB. .(INTERIOR STREET MIN. STREET SECTION) A Sir -ids (NsrAU-n A&IK_m 2W•-7 CATCH BASIN #12 CATCH BASIN #12A a Q CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PL. 104. W=14' ci W=14' Q3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. CITY OF RANCHO CUCAMONGA ® CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. Q5 ADJUST STORM DRAIN MANHOLE TO GRADE PRIVATE STREET IMPROVEMENT PLANS FOR a 6uRP5 GOR>✓ PER 1DETAIL bN 6HT: 2A, UP © INSTALL HYDRANT MARKERS PER CITY STD. PL. 134 '['O z 60RE5 GORES PER LOT ,,/1LL 135- oQ�pFESS/ N� TRACT NO. 16227-2 .4l.l.oWE�1 Sca6J>✓GT •[b i�PPFZaVAL OF ... . o q ® CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER CITY STD. PL. 307 f,x, _ ��'F"� C ,f/, F� ROWS 2005- 0786 & 20015-00788 H CASE AS SHOWN ON PLAN T11G� PUPAL-1C, vVbt2K5 1t1bPEGTOR. 9 1 y ;it �� N �s G' HPSV BY SCE PAID & COORDINATED BY DEVELOPER � ;' �' a " No. 20596 r" m NAPLES WAY & U 13 INSTALL STREET LIGHTS 5800 LUMEN e0ti;','s .f.t."i,� ;`yn' , o� Exp. 9-30-07 Im 14 ADJUST SEWER MANHOLE TO GRADE. ~'`' �, 99 �� 4 *� \P* LYNWOOD COURT u 4,Ii' 15 ADJUST WATER VALVES TO GRADE. 00 �`�'�� /1,&ow" lel,': qTF� CA\-\F�� APPROVED BY DATE: �,, tJIQ11L �`::{• C/l/l��- 24953 16 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. PL 107-6 �� .Yp CITY ENGINEER RCE N 0 17 INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A & 401-8 CURVE TABLE rE: -p�qy d � :. '":,°- DESIGN MORSE n3soR.a�,�nA".. RECOM ENDED G ® A R L T CITY OF RANCHO CUCAMONGA Suits 350 dge 18 INSTALL STOP SIGN PER CIN STD. PL. 401-B (R1) A 8° 03 '46" 682 . 00 ' 95 . 97 ' 48 . 06 ' CIN OF RANCHO CUCAMONGA VERTICAL CONTROL R.C. D O K 1 C H Irvine,a 92614 19 CONSTRUCT DRIVEWAY APPROACH PER CIN STD. PL. 101 (W AS SHOWN ON PLAN) ® 80 03 46 700 , 0 0 98 , 50 ' 49 . 33 ' G 25 0 0 0 0 1 12 . 0 0 48 , 87 24 . 83 DRAWN 5 I- OM #10090 ' scllu�rz FAX: 949-251-0516 SHEET Q 8° 03 '46' 718 . 0 0 ' 101 . 04 ' 50 . 6 0 ' H 87°49 ' 05" 58 . 0 0 ' 88 . 9 0 ' 55 . 83 ' 15140 ! Ay- II.T Vwy. Ap�clk ay-l.oT51o2-I06,Avv SET 2 BRASS DISK IN CONC. CURB STAMPED 21 CONSTRUCT SPECIAL CROSS GUTTER (STEEP GRADES) PER CIN STD. P.L. 1068O2 1010-oo3le POW loll-oc2 'Z' / "CIN OF RANCHO CUCAMONGA BM 10090 ,987" D.L. r ERs ENGINEERS 5 U R V E Y O R S 8 OF 38 V D 9 0°53 '54" 27 . 0 0 ' 42 . 83 ' 27 . 43 ' I 69°39 '44" 27 . 0 0 ' 32 . 83 ' 18 . 79 ' L w oop yo o• C. -Z,-:`7- g AT SOUTHEAST CORNER OF SUMMIT AVENUE V . ©2 STENSIL "STOP" AND STOP BAR EO 87° 16 ' 12" 27 . 00 ' 41 . 13 ' 25 , 74 ' JO 15' 00 ' 001 112 . 00 ' 29 . 32 ' 14 . 75 ' SMeeT T12E� SPhcimc, Y � • � (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED NO 20596 DRAWING NO. Q ©3 INSTALL STREET TREES PER NOTES & LEGEND ON SHT. 221 0° 00 ' 00" 38 . 00 ' 139 . P-8 ' 141 . 82 ' K 69°39 '44" 45 . 00 ' 54 , 71 ' 31 . 31 ' DESCRIPTION OF REVISION DATE CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 S.C.M. DATE f,LE NO 2D20 I- IT) APPROVED: ELEV: 1534.374 0 I:\60400\IMPLANS2\SIP08.dwg 9/28/05 PROJECT SHEET N0. OF L=139.28' VC - O.C. _ _ _ 4 .: nr 20 1 - 69 • I _ I t E ..._._ .6 At 2i Xd ale I,Y9481 _ __ _ ►') MJ7 0 I P 2022. 9 0. O Ut IT. I _ 7 UA LL _ yF7 T _ p _ N 3 _ _ L P 2022. 6 _ . _ _ - _ _ _ S I _._.. _ 4 _ _ ix _. , _: _._ .. ,. ._ - - .... :. :: 1. ..- ....-.. .. _. ... - _. ......... ,. _. -. ._. .. Op _ CN- Or R 1+�L C - I 2 , 50 V I W _ L 41. 0 .3 • U - _. - __ _ _ _ - 40 OR _ I _ E T._ 1: 8 _ LL __. __ _ _ E « _ - - - - - - -. _ ~ PLAN SCALE 1 0 11 12 10 1 1 12 13 1"=40' ! ! w r PL. w �,�� - Sj N ! ! W ER w �. �LLWgT N STI��W NO. o CD �5'�5' `���� rr�r�r r 1��J, ��»�J SEE SHED-/V R p�• r SCALE 1"=40' SEE SNE �\ 6 �' 19' I 5 18 1\ CR ' ♦ 5, 5' 20p� 12 19 Am� ?,g, j - 18BE O2o.6j o ;o18 z \ iSIN F� 35 o ry . 34 I I T R 1�r r NO -16227-2 �} \ y TGN � - „ T r `. w ! 0 3 V Cp I 1 ; \� o w \ MA o� 10 > �o�,r>>oy s�,o �" �" 1N I �G I 9 SCALE 1 =40 19 lg 19 y`_� c�i. �„ \ \ �G �p �'> O' o "'� �, cy ��}yGF - 3 (TYP.) V ( ^ 6• 42 Q 39 m < 01 y ct\' �' `9st c,�, so �` sF, 9l 3 N � I `��� 9� I o N v �, rC \ �Q �� V^ > c' F�� i O -�. `" W 4 ti I M/'1 ]- a 1►L A Now" amma Ilk! �i 41 19 N �' 4 \ �� \ 5 �y0ti foo N (TYP.) �' 4 � CH L/l1/E v \\ n \ Ais (�•) � -_� � o� n 40 ! �,, -- F C INT. ti��� - �� 2 - - .- -- « I ` \ 13+89.39 FREfM()NT�T. ZATCH BASIN 7 f n m (TYP.) 1 W=19' 12 - �6 B 0� 2026.89 TC j - I 11+68.1110NION TER L. u 3 4i NP. 0� 27+45.57 STILLWATER PL. L= 0 A ( o z _ ^ 1 h 2 \ 10 1 'L 0�0 PD, 0 026.39 fL I 80 STILLW 23 13 N 26' '47 ry '� 11 i _3p+25 8 ti 18 G \ ! �+� \` 14 � b � --���� c ^w 18 I i u L=12' I O 10 N 22' S'0 „ W;L '91� 01 �\ :21135.65 TC C 2 0o ti \ 18 Q� 2 .50' 0 5 1035.15 36 FL 14 6 v + M c� �, � �� � � - _-- O� F�' 60�0 I I C 13 \ R 6 2038.07 TC • 2 00 = ' h w v V V 0 6 -- g o, ei 17 ECR 2035.65 C D � tip -�• >y c -- \ 4 � _ . - _� V 0`� 1h � ti0 0�6• �: � 2 835 t3- ti o' mcg v4 \ ►� ' b,.h �1 ��, - `L 0� ' , r, U �o tom, w ti �o �, \ C�`i� N� o '�• soh •�� v� 3 3 a ti �, ^ m 4 MATCH LINE a \/I X - -- _ 3 x o N \ orn o N N `VOA O (NP.) 3 6 I 38 X=3 n V � '' a� + 6" %% ssl�p F N _ t2 G ��, ` �0?>�>>'`� N N ?�?ogC'`` a? o�' n, ` 11 43 ( •) n W 3 , ' 13 23 IL 47 rn19 \o S, 5, ^ : SLo '� ! '`Z 19 44 ^ 0 45 -', a 4` 46 19' 5'Av �, v. L 19 19 19 t2 C�l �Ory 5 ! �' N UNION COURT- LA! o m �l ry• W •- N N CI ! ! r FREEMONT COURT- ! N N N N CITY OF RANCHO CUCAMONGA 19 BATCH BASIN 6 oc W=19' PRIVATE STREET IMPROVEMENT PLANS FOR Q�OFESS/ON TRACT NO. 16227-2 ° CONSTRUCTION NOTES � � i`'` �-� 9` F k �,�� ;;, �� �,, �o F� ROW 2006-00786 - 1 CONSTRUCT 3" AC OVER 4" AB. (INTERIOR STREET MIN. STREET SECTION) 15 ADJUST WATER VALVES TO GRADE. 2 CD v' No. 20596 r^ m FREEMONT COURT & O 25 LUt25 coRs, C- p. D!✓Twu ON roHT.2A,UP 2 CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PL. 104. 16 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. PL. 107-B TO 2 \MLSP CORS t'l-r AF WILL. L- Exp. 9-30-07 O ALLOW�p,5uI�1F.LT To API�RoVAL•OF �`' .C,;;;. � `7 I; �,v„ UNION COURT _ Q3 CONSTRUCT CONCRETE SIDEWALK PER CIN STD. PL. 103. 17 INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A & 401-B THI✓ FILIE5.-tc-WOIZK� IUSPELTdt2.• CURVE TABLE y� :' 9'F pF CA��F��� gpp}�OV�D BY DATE: 00 ' I ENGINEER RCE NO ® CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. 18 INSTALL STOP SIGN PER CITY STD. PL. 401-B (R1) # A R L T ,.�, y 24953 �y=• `=�rt �:: CITY EN C © INSTALL HYDRANT MARKERS PER CITY STD. PL. 134 19 CONSTRUCT DRIVEWAY APPROACH PER CIN STD. PL. 101 AQ 210' 00 ' 00" 38 . 0 0 ' 139 . 28 ' 141 . 82 ' -=:.,i„ ,;.:- (W AS SHOWN ON PLAN) ® 15' 00 ' 00' 112 . 00 ' 29 . 32 ' 14 . 75 ' DESIGN MORSE 17ite350 Redhill Ave. REC ED Q C 24-36 '44- 382 . 00 164 . 09 83 . 33 CITY OF RANCHO CUCAMONGA p� . DOKICH Irvine',CA 92614 7 CONSTRUCT CURVILINEAR SIDEWALK PER CITY STD. PL. 114 © STENSIL "STOP" AND STOP BARf ® CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER CITY STD. PL. 307 CIN OF RANCHO CUCAMONGA VERTICAL CONTROL CASE AS SHOWN ON PLAN Q INSTALL- STREET TREES � NOTES LEGEND ON SHT. 2 DO �4°36 '44" 4 D D, D D ' 171 ,83 ' 87. 26 ' SE X10090 DRAWN x:949 2518821 F 5F}o�V '6Ujur VWY.AW90ACF1 ori�oTeR 35 Sb-44,4(p SET 2 BRASS DISK IN CONC. CURB STAMPED S C H U L*= FAX: 949-251-0516 SHEET Q E 24°36 '44' 418 . 0 0 ' 179 . 56 ' 91 . 19 ' �®PRIV>✓a o G+4 w�-ro�'cf v o� .ars 34:�ra�d Apv �-'" 7 "CIN OF RANCHO CUCAMONGA BM 10090 1987" D.L. P A N E R S ENG 1 N E E R S SURVEYORS 9 OF �y L 13 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID ® INSTALL W-53 SIGN 88° 04 '37' 27 . 0 0 ' 41 . 51 ' 26 . l 1 ' & COORDINATED BY DEVELOPER co 2010 rQ�luu�1T NO �o.C. Z,-�_�8 cost At 4 *p 11 AT SOUTHEAST CORNER OF SUMMIT AVENUE DRAWING N0. GO 88°55 ' 11 " 27 . 00 ' 41 . 90 ' 26 , 50 ' Ste`- 7' %>)� SDAC#&I& : o o.c. (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED E NO 20596 F 14 ADJUST SEWER MANHOLE TO GRADE. H 86°32 ' 13' 27 . 00 ' 40 . 78 ' 25 . 42 ' DESCRIPTION OF REVISION DATEjAppRoVCI Y AT END OF CURB RETURN. YEAR LEVELED: 1987 S.C.M. DATE 1LE -NO 2020 F EDV- (LEVE : 1534.374 I:\60400\IMPLANS2\SIP09.dwg 9/28/05 PROJECT SHEET NO. OF 57.53 L=29. ...xr._._. .._ ...._ _._ • _ TT n. I. I- _ U _ _ • f { ink - , .. _ _ - -. _. _. - _...__-I _..._. _.. _....: Ju : F - _ - _ __. _ O co 160 o e�. ::__: _ __ o_ _ , __ U _ Pt 2 15. :t Fl - - M =4 .571 17 m N � '4 : -___ N _ _ 9'49'4, - - -F I LjL O - + - __ __ _ _ - _ _:_ _ _ - 100 - V _, 21115. .-, 4 tj - § N O a�pp O -�:F _ _ _ - _ CO- - TO) - - - - - : _ _.._ _ N _ _ _ - ¢ - .. .... .... ... 1 _ _ m - _ - - , F _ - .0 7. _ PC 20 i. 8 _ _ __ QO s N O -- - s If ed cm L 7 As ce _.. _ On _. _ _ _ _ _ g 4D .a� _._ _ -- RZ a-,. ... .._ PLAN SCALE 18 16 „_ 17 18 19 20 10 11 12 13 14 19 w 1 =40 to 5' Eil_ i co C,4 5�Pli 5� 14' , 518' 19 53 `� oI 5' PVT �, 1 i N "��' q� 5 5, q� o 51 5. w ^ I ORA/NAGE h N o I ESMT, 52 1g ^� ce N o 19 2 GF c l2 �� '/ (?ti -- --, 3 \ �x 94 TO 2°p9.53 1 r x> -1Y o� 51 2°� 55 z� ` D , 2°14 44 �G o 2°O9 03 C 2 EZIP TR /\C r 1\10, 16>>lJ N.5 1V O �9 Aq, (TYP.) XL // 51.os Tc —— —— ————— ————__ c �\3 50 13 1s CATCH BASIN 7 ST/LL WA 7'ER pt. CATCH BASIN #7A a 205056 # SEE SHEET N0, .e' 23 / - 3 0, 3 14 (TYP.) Io a m ``� W=14' I 4 1-18' I- �� 56 / 4 �� �, (TYP.) 3 ? 23 ,fix 41K h• 19 I 5 ' SCALE 1"—40' - c 64 / 06 T '��o C a x°'ry\ \' 0?8 oTc F 49 N ti o ' ° Q� j 8' 18 I c1, 63 hjl �, o u „ I I u > k �o h � _ Wv = 48 W v � I 1906 dao 3 a \� `?' //- 1� �� oQ �ox Q� \ w : . ——-pC= 7 3 O i (TYP.) 3 W J 0�6 1 BCS 1 � lti ax 21 // �9 �9u 65 3 �\ � -- � 3 0'EPA N u ZK #A 4 N V 57 V� � ; a9� // a� X62 ENCINO COURT �;.� = ?0 4 14 - I C INT CT. on `QQ 2 29 tc $ 1 -= I I °�14q.5 EN°ILLWA�R (TYP.) / 3182.9 2007. FZ 2 55 56 S1 r- 3 l// c' (TYP.) ��' �'o �' C� i\ 0' 2008,03 TC I 24wft O n / � h 11 h / No a0h ^ V� ^ �V �Q 66 `io'— - n S CF �.�'�-�^O� O►� LZj Get �C�' 2 I' r // D / 61 ?pest �? n N R o o b�n�. ,ADL GF G lg h R� ^o —— _ _ - - I lI c° ,•� e �, r Jr 6? cV N p � {�0 67io �b ft 3 ——— 19 �RIYy 06j� o o fir' '`Z ti 9p �, O m �, % 3 2063.9 (TYP-) >tQ w of ECR C n �� rn o O ,� �► ^ iaging 419 v 3 19 qi 1 a 14 L=17 14 ti00 �`' '• AMMH LINE _ .. �. H 3 J -0 3 14' ?� `Q69 �' �` N o �O gti��. c (TYP,}� �a, �5 5 5' 9 9 Tc " �' N p0 F G47 ,� pp2CITY OF RANCHO CUCAMONGA PRIVATE STREET IMPROVEMENT PLANS FOR CATCH BASIN 8 ti - � 2 �oe��� �'°��� TRACT NO 16227— 2 F MW 2005-00786 Q 5' °`�' m sa ,a c, u'59 No. 20596 m m CURVE TABLE ENCINO COURT 5 18' S' � 1..:� Ei:?-, ; . � '!:t �* Exp. 9-30-07 * I CONSTRUCTION NOTES 14 ADJUST SEWER MANHOLE TO GRADE. Q cuR13 GORE pERDETAIL. ON SHT•2A, # R �- T 5 " Clivi ` ��m, ' I CIVIL UP TO 2 Cc1R6 coizE:�PSP-LOT vVII-I- > A 210° 00 ' 00" 38 . 00 ' 139 . 28 ' 141 . 82 ' ;* 9TF°F CAI-�F�� �,Pp}��VED BY DATE: j Q1 CONSTRUCT 3" AC OVER 4" AB. (INTERIOR STREET MIN. STREET SECTION) 15 ADJUST WATER VALVES TO GRADE. P L.LAW�D,aA521SOr TD AFPROVAt, of $ 1 S° 00 ,{1 fl" 112 , O 0 ' 29 , 32 ' 14 , 75 ' SAT-CH BASIN #� RCE N 0 X111✓ PUex-1L WORKS It_lomclroh CITY ENGINEER 24953 02 CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PL. 104. 16 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. PL. 107-B C 66* 00 '23' 318 , 0 0 ' 366 , 35 ' 206 . 54 ' W=18' Q3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. 17 INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A & 401-B D 66° 00 '23" 300 . 00 ' 345 . 61 ' 194 . 85 ' CITY OF RANCHO CUCAMONGA DESIGN MORS! 1792oRedhiFFAre. RECOM E DED R.C. . Suiro 350 ! 4 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. 18 INSTALL STOP SIGN PER CITY STD. PL 401-B (R1) E 66° 0 0 '23" 282 , 0 0 ' 324 , 87 ' 183 , 16 ' - CITY OF RANCHO CUCAMONGA VERTICAL CONTROL 1, D O K 1 C H Irvm°,CA 92614 F 24°30 ' 01 " 482 , 00 ' 206 . 11 ' 104 , 65 ' BM 1{3090 Yo ca9�92E188Y1 19 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101 0 AS SHOWN ON PLAN) 61}01! Ay-131.QI.T PW-AVFF-C?kcA" ars 1,5�57, �o # DRAWN E E R S FAX: 949.251.0516 SHEET ® INSTALL HYDRANT MARKERS PER CITY STD. PL, 134 G 24'30 ' 01 " 500 . 0 0 ' 213 . 81 ' 1 08 , 56 ' _ SET 2" BRASS DISK IN CONC. CURB STAMPED 10 OF 38 2 (7RIVE F'PPROAGH RELOGATE� !-OTS''S�''S11 ASD �j�L'�� � "CITY OF RANCHO CUCAMONGA BM 10090 1987° D.L. P N E R S ENG 1 N E E R S SURVEYORS �7 8 CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER CITY STD. PL. 307 © STENSIL "STOP" AND STOP BAR H 24°3 0 ' 01 " 518 , 0 0 ' 221 , 5 0 ' 1 12 , 47 ' ° 2ao- o I O I Z_ AT SOUTHEAST CORNER OF SUMMIT AVENUE DRAWING N0. CASE AS SHOWN ON PLAN 3 INSTALL STREET TREES PER NOTES & LEGEND ON SHT. 2 C 9 0°2 0 '44" ��2 , 0 0 ' 42 , 57 ' 27 , 16 ' ELT M Cl44, O 0•G . �'�b (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED NO 20596 © CI AT END OF CURB RETURN. YEAR LEVELED: 1987 LIGHTS 5800 LUMEN HPSV BY SCE, PAID & COORDINATED J 89°39 ' 16" , 00 ' 42 . 25 ' 26 . 84 ' DESCRIPTION OF REVISION DATE �4f'PRflVED: ELEV: 1534.374 S.C.M. PATE ,d FILE id0 200 I 13 INSTALL STREET ® INSTALL W-53 SIGN BY DEVELOPER I:\60400\IMPLANS2\SIP10.dwg 9/28/05 PROJECT SHEET NO. OF ! 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LvJ YHOR ® • . ..1 1 . • • 01,11 DA • • • 1 11111-11,111"',--............--- z 47 - AV A, 'A' y A_ T ''"A i'' T�'1__z C__ 7777T777 A-:_ i::b, y �y -7777777-7 00 q: A 7%4 CIO %J M;3 IJ07 __Tkor r lif 4 1 "- ", I p A" , L00^1 A 'T" '7777=- 4, C N 6 /If,L T 0', !'777 ..........__j ———————— -------------- ir 4— I AA .4 V 7777711 j7j:E 77777�� r UU---n, U Tc:;.. 7-Y4 7—7777�= 777 00 LD 7-77777-- 17777 .......... 777T7, t ----------- .......... 777777= 77-777r= US, 77-777= 4j E RT 5 4 A ,5, PLAIPA 8"% LE 10 1 1 12 3 5' 5, 14 15 m CA 1 =40' 17 20 51 5J. 21 5` qp 6" CF TC 19 3.57 195307 6r CF 0 TC 1986. :>c---) 1985.52 FL L4 C\1 bo C /\I lj:�DFRNJ A/ 1_0 A^ Ca �v C WE I< %w tS tp C --.% to SEE SlIEET mo r 'DI'DIN (-0r- r-1D0r-lk 0, 00 6 %V 13 rATCH BA x 11Z lr�, 45* C'*) 13 �lh` 7f5 OA 13 _n z BC R W=40 *own Imman CA TCH BASIN 148 LAJ (TYP-) =18 AJE� 13 RACT BOUNDARY C� LZ 3 + If =401P '&CR (TYP.) (TYP14M SCALL 3 4 Nava= noun (TYP-) 3 3 AIA TcH L LOT B 3 12� 1 1p 3 52 81 %pop w 8 2.156.21 3 N 41' 95U L A 14 43 15 , 1961.19 TC (2 1960.69 f Z — Uj 'C5 A§�23 L-Q L_-Lj _A0 A in c1d 84 -83 k1m) IF.\ r%, - MEW L9 135 Uj 3 13 142 2 3 13(TYP-) pr rA-7__.j j p 81 0 1 144 ;:t \y Al WELZS e-p (TYP.) 18'A- 140 SEE SHEU A/0. 80 6 NJ L 3: STA TE MELON DRIVE VI.. 4 %of) 'I., A- -A 06 I -MEW 0 N T'R"O U u"T 10 N N 0 T E SHEET NO. 14 -6 S� � q eL CONSTRUCT S AC OVER 4 AB. (INTERIOR STREET MIN. STREET SECTION) MEL ON COURT 19 0 FL CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PL. 104. 986. A a m OL m Aft ma m In 11 oil- MR U DEWALK PER CITY STD. PL. 103. OFF ANCHO ' Cm AM z 06 lb c qq� ri V A 1L 10% FAO%R 'AT CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. C054�'6 1aepe 67AISW4567-e-4 As P111" E STR T 1MrKV V EMENT PLANO V ME= *0% -A#%aft AV%now -A ADJUST STORM DRAIN MANHOLE TO GRADE 51 Ess/ No lion a. I HAUTNW, ZZ11 INSTALL HYDRANT MARKERS PER CITY sTD. PL. 134 *1 C. W%&"% 0%0%mm ,1 C% 4 43� 0 MMO% 49,ON U 4�0 7 t8 W 2uv%j VU %MP ro CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER CITY STD. PL. 307 CF 10 No. 20596 z CA TCH BASIN 149 C9 1-0 c(- Exp. 9-30-07 1948 O%N "m mp"'19 TC mm"'LA SNOW Mt LU INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER 1947.3b M W=18 IL AMMMS co J�A 01V LO%N DK"I'VE (9 ADJUST SEWER MANHOLE TO GRADE. mt: V Of 284 29 142 , 39 A DATE: /T\ CITY ENGINEER 1 8* 1 286 . 24953 @ ADJUST WATER VALVES TO GRADE. A R L T <A-) 38 , 00 / 3 , 68 RCE NO INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A & 401-B FI) - -ry A DESIGN LJL 10*48 '59' 518 , 00 , 97 , 79 / 49 . 04 89*29 '37" 27 , 00 ' 42 , 17 / 26 . 76 Cl I I L) O U/i /A MORSE 17320 Redhill Ave REC M ED CL @ INSTALL STOP SIGN PER CITY sTD. PL. 401-B (R1) 94 , 39 ' A Suits 350 47 . 34 87 27 , 00 / 41 . 46 26 , 07 ' CITY OF RANCHO CUCAMONGA VERTICAL CONTROL R.C. @ 22*2545# SMMr TIZW sPAut46- clo o.C. ft DOKICH Irvine,CA 92614 95 . 09 48 . 16 Voice:949-251-8821 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101 (W AS SHOWN ON PLAN) 901100100// 27 , 00 / 42 . 41 ' 112 . 411 56 , 22 c6llele -Ielaw ema_90/ A5rY AAP.!�7 SET 2" BRASS DISK IN CONC. CURB STAMPED DRAWN — 5 C H U L T Z FAX: 949-251-0516 SHEET @ STENSIL "STOP" AND STOP BAR 27 , 00 ' 11-15-00 "a-ly D.L. p ERS If , I ENGINEERS SURVEYORS 119 ZO 81,04-M& AT SOUTHEAST CORNER OF SUMMIT AVENUE LU @ INSTALL STREET TREES PER NOTES.& LEGEND ON SHT. 2 CA TCH BASIN 152. 27 , 00 ' 56 . 49 46 , 64 700 . 00 / 569 . 53 301 , 59 ' Z-OCA71 Al w,.01 In 12 OF 38 W=8* 89* 19 /31 // 27 , 00 ' 4-2 . 0 9 26 , 68 ' 46*36 /59// 55 , 9�,d (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED 20596 DRAWING NO. w DESCRIPTION OF REVISION DATE CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 NO cc ---- loll APPROVED: ELEV: 1534.374 S.C.M. DATE FILE NO 2vzu 1:\60400\IMPLANS2\SIP12.dwg 9/28/05 PROJECT SHEET NO. OF T 4H — I f 77f7l ............. F ''A 77 77T7 T—, 77- 50- i i=2007.3 .. ........ 77 =T7 ... ....... 14!4, T6_ 1p:�': 11"!!7 77-77 ....... 77T77 77777 7=7= L OWN" VC 7= 77 07. ?8' _:7L� ----------- 7 DGA, W7 7-1A 1 7, OCww�mono Ll I 6L =mum 7= 7= 7= A I 77-74 �=:40 7-777-7, -7= —7777 777 7-77 OR Z- 1 PLAN SCALE 3 24 2.5 2 Z.7 I LOA 22 1 =40' 30 No, -Ir.- \y 98 97 Cb Q Cb 6" CF 2b 001, Q Cm 1995-91 TC 1995.4, FL 134 TYP.l W4 — CIS Q) V) 133 *4 k, 15 BCR 21 040 k') 0j My-Alp% P.) C\;j I 4 81 fz -fl (n 40 1 MA I L 3 zi 4/v -46 TC It 2006 CATCH BASIN 146 1^0 2005.96 in Uj =40' 7 FL W=18' 50 n6 A VIP GN 128 5 3 79 X 121 8 15 3 Lit 14C /,g 3 77 Cb co 1^7 P.bELeTF- 8 122 C\f - 76 8 �& 19 Cl.) 2 CA 126 % 11 "I�l 109 th 2 Q,-, 2 zo (TYP.) 0%0%A, A L I^ 6 3 �Z?- 123 (Typ.) 01 lm,41 uT - 75 -1 1 1 , k;UNSTRuuTION E 25 _e_- 23 124 _�6 _:_ I �u AR 4 A13. (INTERIOR STREET MIN. STREET SECTION) I'll @ 64 (D CONSTRUCT 5m AC OVER - 74 3 14 lyp % % CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PL. 104. 73 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. 2 lwL CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY sTD. PL 102 & 103. 6 5 72 13 r�n I C.p 7 n) I 'a N C m o C mum A M VA`N 'An ADJUST STORM DRAIN MANHOLE TO GRADE Clolomy 1�v INSTALL HYDRANT MARKERS PER CITY STD. PL. 134 C> —A 1 1,A 71 M PRIVATE STREET I` APRf-WERREN"T PLANS F`R 0 V CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER CITY STD. PL. 307 60 ESS/ j mm-w% 00&=on 0% R IL NOM LA. 7U C. HAL; I oft IN t 1 1. 3 %4a @ INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER 6. CF 3 70 67 :-P G? TC MELON D (TYP-) Q4 (0)1 now (9 ADJUST SEWER MANHOLE TO GRADE. 996.05 14� Q� rl RIVE b9 rn Z: `k0W 7 8*00=0 No. 20596 m FL 68 �2 r,�, ,�- c(- Exp. 9-30-07 0 B S AF IN ly, rl @ ADJUST WATER VALVES TO GRADE. 95.5 C3 'his 19 19 MELON D' w LM INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A & 401-B LU 19 CA0� CITY ENGINEER CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101 (W AS SHOWN ON PLAN) @ INSTALL STOP SIGN PER CITY STD. PL. 401 low& -B (Rl) DATE- RCE NO 24953 cc CUl"'AM A DESIGN RECOMM C IT,vl OF RANCHO 0 N U/-X MORSE 17320 Redhill Ave. D 0. CONSTRUCT SPECIAL CROSS GUTTER (STEEP GRADES) PER CITY STD. PL 106B A R L T Ek Suite 350 411111MIN — CITY OF RANCHO CUCAMONGA VERTICAL CONTROL R.C. DOKICH Irvine,CA 92614 @ STENSIL "STOFP AND STOP BAR 00 , 9 , 34 ' OT-75* 15 /56 436 , 13 ' 255 , 98 / 7REE s.PAc 19CY q0 O.C. BM #10090 Voice:949-251-8821 6 '59 00 , 569 . 53 / /F\ XPP&O C1111W colee 111115R loeo/l/000a- DRAWN S C H U CATCH BASIN 147 01 46*3 700 , 301 . 59 / 75* 15 "56# Z� RASS DISK IN CONC. CURB STAMPED L T Z FAX: 949-251-0516 @ INSTALL STREET TREES PER NOTES & LEGEND ON SHT. 2 \L/ 459 . 77 W=18, /F\ "CITY OF RANCHO CUCAMONGA BM 10090 1987" D.L. p NERS ENGINEERS SURVEYORS 554 , 88 ' 293 , 83 ' 75* 15 56 ' 368 , 00 ' 483 . 42 13 14 AT SOUTHEAST CORNER OF SUMMIT AVENUE 0 F ^8 -- 27 . 001 49 . 48 35 , 19 1 (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED 86 56 '5 0 27 , 00 ' 40 . 97 25 . 60 CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 NO 20596 DRAWING NO. DESCRIPTION OF, REVISION DATE APPRO S.C.M. 000 ELEV: 1534.374 - ATE FILE NO 1:\6040U'\IMPLANS2\SIP13.dwg 77t7�t� F ;M 1E C04 A ......... ............ ....... ...... ....... :6 ............. ......... ........... i T .............. ...... y" Ao�i A V 00, A r _7 .. 7777T T" F771 ).LC—. RL_W 2!J re- 1:00s 1c, -A 195Z-2; 77 2 ----777T 0"C 1 �V( 00 777- ca P/=194 53. 9 Pl=19 53.-99: .7 ca 3ft. 7777T7= r7— LAJ 7 + ..MIA ago_ inp 52.I 'Z 92, 'Ito L 12X '?4, -77-1 777T -8 -7�E SC AL T : )Iz �7 :40 A At 11 PLAN SCALE V 12 3 1$�=40' 10 12 13 4 JUNIPt K CT. 5 16 SEE SHEET NO. -4 _Q I LQ cm + + a c 59 Q5 Aft 0 + + c_n :it , ;7j, — iij� V. tl, + 18, �A cz —40' LU 13 A,N Mir 0 TA Na W;-E MtLo DR. 0�e 139 138 (Typ. z r--) ocr 4:5 SEE SHEET No. 12 ell- —, !�! 11 Q_C� j) 19 19 19 13 +I'm + 6 see 44,10 0 89 50 -�5 kzV ,- V 01 V_ 73 80 17 _�3 1 AS 90 141 142 L�Lj—qK L-w 1 A 0 Lc) >"( q;k IN Q IV" 1+ CV Lj_j L SCALE 1"=40' ECR P. N, 16 7, 0 FL (TYP MA TCH LINE I T_ T_ 14 3 & woo _�.l A I m-� I 7�1 3 -1 f%ATCH BA���57 rc -ro a2 — I -\I/- W=14 4 18 rL X/ 288.J9 rcfy I f% VZ,%j I I %pop 79.57 N 19 6 T son LU (TYP.) LU Is Uf 77 8 10 tc�,6� L U E:zj Cn 7 '*�, 1\1 3 11 19 P.) 5 6 z 3 51 51 4 cl: 51. t . jo 5$ c'" .0 to T rl Ar T ND, �-n 4__& 00%411?�o 1 13 cf ;5 czI 6 co 'N Sjv eFT -yLMs 10 Ir.A Md> 19 �n �8 145.96'0;�> 5 STORY DRAIN 001, p X 0 IL -7 UJI 19 EASEMEN A VERL AND DRIVE �9. 6" CF 3: e%TA TEPLA CE 1953-08 Tc 0% qwmmbl 60 CF A 1952.58 fL 1946.55 TC z U NSTRUu i IUN NuTES n7 'S79E'r_T -KeES /p,%STALL-Ct_*> 1945.89 fZ i a- -m aev 7 CONSTRUCT 2r AC OVER 4 AB. (INTERIOR STREET MIN. STREET SECTION) ft C--) CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PL. 104. CITY OF R N C&mm 0 UC NEGA CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. PRIVATE STREET IMPRO""VEMENT PLANS FUR Ess/ IL-B I Or& 0. SIN 158 rl CA TCH BA CA TCH C. mmmwftA#w%T N(o), 1-A ADJUST STORM DRAIN MANHOLE TO GRADE W=14 41, < W=4 RROW A%^^m== 7"o' INSTALL HYDRANT MARKERS PER CffY STD. PL. 134 e. %.# U NEW C/) CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER CITY STD. PL. 307 No. 20596 Slm ATE PLA(M & m Exp. 9-30 )7 A 0 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAJD & COORDINATED BY DEVELOPER V t:H A LJ rl ' AFE 0'%Vmmp%L Nom' Dwm%'I'Av 01- CA_\� 00iop ADJUST SEWER MANHOLE TO GRADE. APP DATE. INSTALL STREET NAME SIGN PER CITY STD. PL 401-A & 401-B A R L T /F\ 10* 0 180 , 28 / 90 , 38 / CITY ENGINEER RCE No 249 a: \�i/ CUPA A DESIGN MORSE 17320 Redhill Ave. RE CL @ INSTALL STOP SIGN PER CITY STD. PL. 401-B (Rl) 27 , 00 , 26 , 07 / L%;I-lr*%T OF RAINUL) %.l#r%MONUA am= VI/ R.C. Suite 350 @ ADJUST WATER VALVES TO GRADE. 89*29 '37'y 27 , 00 , 42 . 17 26 . 76 /—T\ 19* 16 ' 15"' 982 . 00 / CITY OF RANCHO CUCAMONGA VERTICAL CONTROL DOKICH Irvine,CA 92614 — \�j # A 7kerr 79m SOAC14& BM #10090 oice: . - 10* 00 1 001, 102 , 00 17 , 80 8 . 92 12* 12 '43 102 . 00 21 , 74 / 10 , 91 , DRAWN SCHULTZ FAX. 949. - SHEET IVEW OACH PER CITY STD. PL. 101 (W AS SHOWN ON PLAN) 18 , CeIAO SET 2" BRASS DISK IN CONC. CURB STAMPED GINEERS SURVEYORS 4 @ STENSIL "STOP" AND STOP BAR 69* 18 '36 27 , 00 , 32 . 66 ' 66 ' 27 . 00 ' 41 , 29 25 , 90 ' A "CITY OF RANCHO CUCAMONGA BM 10090 1987 D.L. PL NERS EN 0 F Uj /F\ 45 , 001 54 , 44 ' 87*27 ' 15" 27 , 00 ' 41 . 21 25 . 83 e,5111g,6D, aemly, zoeer7lolvs � 7,44-56 SUMMIT AVENUE 0 / # (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED DRAWING No. @ INSTALL STREET TREES PER NOTES & LEGEND ON SHT. 2 1 7*52 ' 08 96 7*50 '28" 58 . 0 �88 . 92 5 5 :8�D_ 1 101 1 70 , 01 1 DESCRIPTION �OF REVISION DATE cl . YEAR LEVELED: 1987 S.C.M. A D: 534.374 DATE hLE NO — 1:\60400\IMPLANS2\SIP14.dwg 9/28/05 PROJECT SHEET NO. 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STREET SECTION) ;� "" � C MO Q71 �j �, V 0 -� A� V . � u I 0 sm R Am%IOL40 C" -S -h (Z�QL � - Q CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PL. 104. %- � "') �V C,� z * cl& 00 - - N (,� P �cj do ;�,,S� '-N- b < Q CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. . d�cn_ lb . ,b PRIVATE STREET IMPROVEMENT PLANS FOR !) \, ll�� N bi�p�C�'-�\ .j C-) ' .b ,acjjEss/ maipm WE% m 0%mum -11\ �Pe'-fj� -A 0%AW&0%-w 0 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. <1 N W-1- <) \ ^ � 0. I.. T ADJUST STORM DRAIN MANHOLE TO GRADE 0 G� IG I I 1<�) C. I�/l e<\ I 11 A k� I N%jm It);&;d f 1 5 &* �- 0 wmq�0% j"lk^^PON 0%^ Auk mm @ INSTALL HYDRANT MARKERS PER CITY STD. PL. 134 b 5b- '\' 5' 5'1 5' 5t . �2 C") = Kuw zuV0= uV760 � .4 -- -1- 'I- - ---Im . 5��- No. 20596 IT' � �9 - ,1,100 -* - m . Lli 0000 0000 10,00 28 0,00 ,�, 'i� Exp. 9-30-07 --r,,n le-z * No LP*) D"Ho 1 k I'V E zo �g -.-: (-6 (zi I A C)"V"E 0 How 6 L AL 2 (2) CONSTRUCT CURVILINEAR SIDEWALK PER CITY STD. PL. 114 V-: N, N 06 66 C/ IL , UJI * + il; * + * (1) CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER CITY STD. PL. 307 Lr) to tf) I.C. I . 11 � "-IV- ) to — I V-1 ,"- '%� I %.- OF CAL\� � (- -- -6 > @ INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER A R L 11,1()e-,-,-0 Ic , "',-) I /? DATE- X"�-,/-- - �#) T -�,e"l 0 * CA TCH BASIN OO / 42 , 41 ' 27 , 00 , I -- CITY ENGINEER , �/-�,;//(-"e,�e, RCE N-6 (2) ADJUST SEWER MANHOLE TO GRADE. - DESIGN - RECOM . ED Ix W=4.0 01 18-53 '43# 682 , 00 , 224 , 91 / CITY OF RANCHO CUCAMONGA MORSE 17320 Redhill Ave. CL @ ADJUST WATER VALVES TO GRADE. -- CITY OF RANCHO CUCAMONGA VERTICAL CONTROL . . u te � 4�K) 21 700 , 00 , 263 , 17 ' 133 . 16 ' . Ib DOKICH Irvine,CA 92614 � — 2 I @ CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101 (W AS SHOWN ON PLAN) 0) 19* 03 '46# 238 , 88 / #1,0090 DRAWN I .. Voice:949-251-8821 - /---- ,& SVZET 7ner sMwme, q6l O-C - -&--74 SET 2� BRASS DISK IN CONC. CURB STAMPED m SCHULTZ FAX: 949-251-0516 SHE T �- @ INSTALL STREET TREES PER NOTES & LEGEND ON SHT. 2 E 1 02 , 00 ' 32 . 00 ' 16 . 13 1�aS ,C,5Y1,6,F-0 12WWX Z-OCA 7/4�1//g "CITY D.L. p V/P N E R S ENGINEERS 15 38 , 00 ' OF SUMMIT AVENUE - —OF38 UJ (�� INSTALL W-53 SIGN - 139 , 2 9-IG(. Q C z/ (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, DRAWING NO. Lu - - - --- -- I G7-) 1 12* 11 '38// 1 112 , 00 ' 1 23 . 84 / 1 111-96 / H DESCRIPTION OF REVISION DATE C I f)y- . YEAR LEVELED: 1987 .0.10 E NO 20596 cc -- -- , --- — -, ,APPROVED: ELEV: 1534.374 11 S.C.M. - DATE - FILE NO — 2020 1�mm` � I 1:\60400\IMPLANS2\SIP15.dwg 9/28/05 OF I -Q I I I I I - - - - * - , *-----I-i i, No IS - " 4 -,", .- " C I -, 111111111111111 IN F T IV I-- I I I I -+-i- =;H =[= I I I :; : I I , , , I I — ;];] ;4; —T-�44 ::]�� ;P�: -+-+- I — I :::±�ill CID I=. -Q-'sn�l -, 1 .01 71 :±:t � 00 Iii. I., ":" ''', � p, 0 , - , , *- I lf.- + +-- 7-----11 4-.-,.,.-- - :A,I ,*V, ) ; V - E i If%- -I,,-,- -91, -- . — - I E 1 7 .-- - I 'I - -r --- Im , --:-I,- I I -j %-j� * ---6 V ", -j I --I-- I I � I I I i I I I , ---771 -Lj-L1 , --t-l- 11 I D1 ---llr� --L--L- --]-Li- ff_--I, �-ui :I L- I � T :j A 14 , 7 ,- - IT %V- ill I ::9 ." : 4 Hl, , i ",-11 J( I I � 1) I C � I - t- -+i I 1+ I I I I I I' ll 11-1111-11...I-----.------- ............ ....... ....... �7 T 7__ L "i "l 139. 01 _TTT4w 9 06 %6' VC U C e 7 F,W r on rh ......... --c L ;2.,,7B— e- r7 pool— vc I C 5- � E-,OF— age!!! C6 ...... F_ -1 of 40 7 ------ E I I L v %5 UP 2 3 14 PLAN LE 10 00 1. i� $p 1 =40' +Vft MA TCH LINE 41.39 vc Pl=1954.0 1- 0�4_94 1\1 C) -1 7—-1 e17' $9 40' /IVO Dt?. 19 19 vo 4 - 4f SCALE 1' =40' 135 44 1 7 'A,)/ 19 PQ; 19 94 9 5 z 41ge (TYP.) 3 A� 136 19 9 0 95 crt -f- 19 r 00 ^0 r-0 13 ^3 137 m '0 .11 C IZD - ---a -138 p_v_ N Cn - 1 23 j�73 ka 73 U L tTv P. + LJL (TYP.) 91 2 23 6" co 14 41 8 (U4 4f TC 2 ""ft - 6 CD 4wafto __I I A 6o 2 A 6 5 LMA C-) 84 0Q (TYP-) '89 9 90 f (TYP-) 8 13 -.do 88 101 tTv 19 87 P.) 9 ^8 C-2 I C� 19 100 1 9 ka 19 %V 19 'OURT JUNIPER UA 0%10%&L a&Wft rft a It low& L a L 1^-r its BMW ur4aTtwuTlull Nu I ES C;%0 OPER C 0 UR 7 6" CF 195712 A*400 CONSTRUCT V AC OVER 47 AB. (INTERIOR STREET MIN. STREET SECTION) LA. 1956 62 f-L CONSTRUCT A2-6 CURB & GUTTER PER CITY SM. PL. 104. r e A� co C 1 Y IF R 1 NEC;H 0 ,t0a%;ot ism C A M 0&N G&A MEW CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103. 00% 44 C CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. PR IVATE STREET IM R 0"'VEMEN T r%L Me%R (Z� C"v ESS/ N4� ew!z I 1;z�q 0. 0- 'N -N lK Qq INSTALL HYDRANT MARKERS PER CITY STD. PL. 134 60 CF C. A'T NO. 1^ r ff CONSTRUCT CURVILINEAR SIDEWALK PER CP STD. PL 114 43� 1952.32 O%W oft^Apw& ffim Aft =w&v% CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER CITY Sm. PL. 307 1952-82 0 Ln R zvv*j VvItRID z No. 20596 " ff 0 0 11-AN M w A R L T rrl Izi JUNIP'E"' lb 14,1 z f.V- Exp. 9-30-07 /A CA TCH BA,2��5J @ INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER 27 , 00 ' 41 . 29 25 , 90 UQ dx& 01 — W=14 LU 0. 87*27 ' 15 27 . 00 , 41 . 21 25 . 83 %bl- ADJUST SEWER MANHOLE TO GRADE. IN 1 02 - �A or 28 140 , 10 @ ADJUST WATER VALVES TO GRADE. DATE: - 300 . 00 / 149 , 05 / 76 , 09 " CITY ENGINEER 53 INSTALL STREET NAME SIGN PER CITY STD. PL 401-A & 401-B - ----- RCE No 249 28 80 , 66 / DESIGN MORSE 17320 Redhill Ave. RECOM DED CL @ INSTALL STOP SIGN PER CITY STD. PL. 401-B (Rl) IFN 15* 00 1 001, 29 , 32 ' 14 , 75 ' CIT vl OF RANCHO CUCAMONGA Suite 350 CA TCH \Lj # CITY OF RANCHO CUCAMONGA VERTICAL CONTROL R.C. DOKICH Irvine,CA 92614 'F\ 210* 00 , 00 38 , 00 ' 139 , 2 , 82 ' &-------- @ CONSTRUCT DRIVEVAY APPROACH PER CITY STD. PL 101 (W AS SHOWN ON PLAN) W=14 v .\�y Voice:949-251-8821 00 / 42 . 41 ' 27 , 00 ' JU41pen- 0-C-------- SET 2" BRASS DISK IN CONC. CURB STAMPED DRAWN SCHULTZ FAX: 949-251-0516 SHEE;r @ STENSIL "STOP` AND STOP BAR 58 , 58 ' SMEE:T Tft-9 SPAC/46r --CPAPEA.. G(51 0.c. "CITY OF RANCHO CUCAMONGA BM 10090 1987" D.L. P N E R S ENGINEERS SURVEYORS Us! 16/ 19# Z�s �wl,6z5p OCAY, e6C1l71',lA1S F SUMMIT AVENUE — OF w @ INSTALL STREET TREES PER NOTES & LEGEND ON SHT. 2 23*28 62 t32 ' (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED DRAWING NO. 23-28 " C" 0' 8 , 00 ' 130 , 27 66 , 06 / N, YEAR LEVELED: 1987 NO 20596 cc DESCRIPTION OF REVISION DAT S.C.M.APPROVED: ELEV: 1534.374 DATE V ILE NO — 2 0 20" 1:\60400\IMPLANS2\SIP16.dwg 9/28/05 PROJECT SHEET NO. OF E 1E P/=7 97 Pei I E 71'�"_ . ......... A_ '71 7" 7 e 7 777T=7 71� 7 77777t777 T= 7777777 F9.2 6 49 .V.rZ 7 6 'lot ^4 It Uyqvlp-1 a PIZ�7 Tj#29.3 70 lop) C4 `641 77 mom.^ L c 70. 7 7= 4 7 ....... 77T77------ tu 00 + -0 -77-777= low r3 'loll, C 77- Il-vim M L 1+U .......... 'j'7777 IERT;,PLAIN' SCALE 0 1 U 3 14 1$1 40' MELUON DR. SEE SHEET NO. IJ mom CIS C,6 DR 18' 4/0 ------- 15 91,11. 40' 77 SCALE 1' =40' 114- 107 41 6 17 17 b A�j 133 ECR 132 z r pr, pr + Pi 19 106 VI-1 f MA TCH LINE /0. 9 losb 1(4j kc, k) % %_� 108 �X! V -�-lz I v., iE� 105 K U 76 LL 1^2 K4 -A IV 4 10'a U LAJ 4 A!� 6 (TYP-) 131 18 LO oj 0 C0 kQj iz r CATCH BASIN PJ 2 13 CA TCH W=12 W=12* 10 "0 000 19 0 3b for 00.0v �CN 0 4:9�-,v�, Vol ro,\ 6% - 75 .1-A) > 8 B C 130 7' rCA7 "0 L 2 BCR % Lj ---------- 3 T4>1 LINE i 13 3 __u -16 L6 /TV LU 3 109 "Nift- I P -lop" 3 23 1 110 lK 78 CO 33 (TYP.) 19 2 N3 + + I LU 34 (14 1 m MA YW�OOD -COURmlww c)-13 ,Raft 18$ 7. 6 -,;3 T 5` MELOD IMPERIA L PL A CE m �:U SEE SHEET NO. 18 CITY OF RANOUADMO CULAMONGA z L 1 PRIVATE STREET IMPROVEMENT PLAW"')" FOR WN N' Nur%TES S T U T I CA TCH BA 122 W=24* ESS 0. T'AC;T NO. 16"7-1 C. CONSTRUCT 2r AC OVER 4" AB. (INTERIOR STREET MIN. STREET SECTION) ADJUST WATER VALVES TO GRADE. vffi% ROW z CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PL. 104. INSTALL STREET NAME SIGN PER CITY STD. PL. 401—A & 401—B No. 20596 U16— & Ill rr7 IMF– MIAL PLA CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103. @ INSTALL STOP SIGN PER CITY STD. PL. 401—B (Rl) Exp. 9-30-07 on U4 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. @ CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL 101 C/V I (W AS SHOWN ON PLAN) CAO ADJUST STORM DRAIN MANHOLE TO GRADE APPROVED -BY DAT CONSTRUCT CROSS AND LONGITUDINAL GUTTERS CITY ENGINEER RCE N INSTALL HYDRANT MARKERS PER CITY STD. PL 134 CITY STD. PL. 106—A /F\ ,I X _�D I A R L T \21 18 02 '23'y 157 , 43 79 . 37 InA DESIGN MORSE 17320 Redhill Ave. RECO NDED CONSTRUCT CURVILINEAR SIDEWALK PER CITY STD. PL. 114 @ STENSIL "STOP" AND STOP BAR 82 / L;1'11 O A Un U N lim milk Suite 350 - rT 5 # 1022 , 0 0 7 / 2 / CITY OF RANCHO CUCAMONGA VERTICAL CONTROL R.C. DOKICH Irvine,CA 92614 CONSTRUCT LOCAL DEPRESSION AT CATCH MIN PER CITY sTD. PL. 307 @ INSTALL STREET TREES PER NOTES & LEGEND ON SHT. 2 15*49 '28 112 . 001 30 , 93 / 15 . 57 ' *5325 105 . 0 52 . 5- rom vi s 6 sr=gvr 7WEE SPA C I&r BM #10090 Voice:949-251-8821 A (0 C645 84 27 , 0 0 40 . 02 / 24 , 71 / 5 4 , 00 / 103 , 22 ' 51 , 65 ' 2" BRASS DISK IN CONC. CURB STAMPED DRAWN SCHULTZ FAX: 949-251-0516 SHEE s -- , 01y,5'1Y6570A SET @ INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID /V\ -CITY OF RANCHO CUCAMONGA BM 10090 1987" D.L. Pl.h(�IgNERS ENGINEERS RS 27 , 00 ' 41 , 34 25 . 95 5 50 , 73 ' BE1116-zso 4%eifI 1-,aC4 77OMS SUMMIT AVENUE .0%A 17 0 F %0138 Uj /F\ 1 29 , DRAWING NO. 15000 / 011, 112 , 00 , 32 / 14 . 75 ' 90* 00 1 001, 27 , 00 1 42 . 4li 27 , 00 (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, a: (14) ADJUST SEWER MANHOLE TO GRADE. 11 * 09 '58 51 50 , 64 ' 1 27 . 00 / 40 ' 1 35 1 DESCRIPTION OF REVISION DATE CTT Y_ . YEAR LEVELED: 1987 000 No 20596 A"ROVED: ELEV: 1534.374 S-C-M- — DATE FILE NO ZvZL) 1:\60400\IMPLANS2\SlPl 7.dwg 9/28/05 7777777 0%1 9 PROJECT SHEET NO. OF ---------- A 7 7777-77T7= 7= 7777— ------ :_y- V:_, F �7' Tr , 7- 7 7 op IOU 7777r-7- _41 n 7 ... ..L�� 7 R- -7 777- -7777777--7 77, 7—T 7, "'A (0 hV =77r777 viii Imc I 174 F/=79;"_ 7 7 Cq r —777 .......... ...... .... ........ _:0A VC 7x C-% A 7TX- -7 777 7777 +0 R 1 40 PLANSSCALE VIM. 10 2 3 4 lit=40' 15 IMPERIA L PL. SEE SHEET No. 17 zo 17 Aw Cm 4 ECR OEM mum A 10 MA TCH LINE :PIP -4 (TY 19 119 4 or, ri Pr r.-7 J-1 P 11 /V_T C) 011 L V�% I I V 18 d 13 /% SCALE 1 =40' 196654 19 A 19 19 13 112 to m - - 1966 04[z C', V_ 11-4 %�, oc\b It 116 + 3 OL (Typ.) '4117 113 14 ws 115 C. wow 104 14 n CZ:1 f 7 1 sop", 000 3 (6 0000 - 'NAI 34 F (TYP-) 6 61 G 14 %V 35 -_-4 2 14 w 73 1T,YP.) 119 0 I J� 11 IT OR P0 3 6 IVI 54 SHEET NO- NEW 3 7 3 \ S /I 7z, (TYP-) t3 8 3 t53 N 31k 3 19 39 40 U I 19 + C") LAJ 19 V% ci 8V I N. m 19 0 C-) 't., z I i 18P 181 N3 - L X i:x 3 IF 11%1 1-% Wl!xp k;UNSTRUf%-r1 0 a kol ;_. r-r FLORA 7b geV- 7 CT.4" TION) CONSTRUCT S' AC OVER _AB. (INTERIOR STREET MIN. STREET SEC MEL OD Y DRI VE_ NO. 19 CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PL 104. SEE SHEET LL. AM Vm 00% CONSTRUCT CONCRETE SIDEWALK PER CITY STD. (Camm' mmmm PL. 103. z CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. IL A P NATE STREET IMPRUOVEMENT PLANS F0`R INSTALL HYDRANT MARKERS PER CITY STD. PL. 134 ESS/ NEF& m 0%mom 0. C. I N Cm CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER CITY SM. PL. 307 T 'L Mom aft mm ff Is co 11%jw Z%jV%0mVu7?j0 @ INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER No. 20596 ui 6�_ Exp. 9-30-07 ^rqkx/ rwA FM% A I won ADJUST SEWER MANHOLE TO GRADE. C/V MELV LEMI'm T sun H IV 1= w @ ADJUST WATER VALVES TO GRADE. ------ - ----- OF CAO I , /I I I-,-- A R L T H 18 17 '43 1018 . 00 y DATE: AM#& INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A & 401-B la� CAO > 27 , 0 0 40 , 02 /_T\ ajam, 'j 24 , 71 102 , 00 21 . 74 10 . 91 , CITY ENGINEER 24953 dw 10*51 '24 * 100 LLO * INSTALL STOP SIGN PER CITY STD. PL. 401-B (R1) \/D 518 , 00 , 98 . 15 49 . 22 * 08 '28 58 , 00 ' 101 , 37 ' 69 . 29 DESIGN V__ n A MORSE 17320 Redhill Ave. RECOM E DED CL AN) 13* 01 ' 05"/ 500 , 00 / KA u u * CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL 101 (W AS SHOWN ON PL — `1'ry OF "'INCH'I `UCAMON.1", Suite 350 111111@11110 57 . 05 86* 03 '33 27 . 00 ' 40 , 55 25 , 20 R.C. CITY OF RANCHO CUCAMONGA VERTICAL CONTROL DOKICH Irvine,CA 92614 VO CONSTRUCT CROSS AND LONGITUDINAL GUTTERS PER CITY STD. PL. 106-A 10`30 '35# 482 , 00 88 , 41 / 44 , 331 10 89 . 17 / Voice:949-25 1-BSA I 11 DRAWN 5 C H U L T Z FAX. 949-251-0516 EET 27 , 00 " 41 , 34 ' 25 , 95 ' SET 2 BRASS DISK IN CONC. CURB STAMPED 88* 04 '50# P7 , 00 , 41, 51 A @ STENSIL "STOP" AND STOP BAR A tE V1 1M SWZEer 79Er S104 C 1AJ& 5-0 C "CITY OF RANCHO CUCAMONGA BM 10090 1987" D.L. I Pj Ljj 86*58 '59 27 , 00 , 40 . 99 25 , 61 I_0e14"r101V1V — XPNERS ENGINEERS SURVEYORS AT SOUTHEAST CORNER OF SUMMIT AVENUE @ INSTALL STREET TREES PER NOTES & LEGEND ON SHT. 2 0PffZ? I-ey 7-NO, 63 OF ;j8_ w .11 -lq-.a k- (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, 00 , 67 , 59 42 20596 DRAWING NO. DESCRIPTION OF REVISION DATE CITY YEAR LEVELED: 1987 Aff E NO AV%0% 10%, APPROV LEV: -1534.374 S.C.M. z zu DATE ILE NO 1:\6040u'\IMPLANS2\SIP18.dwg 9/28/05 PROJECT SHEET NO. OF :+ _ - _ _ ._ o t66'2 i .C. 04 _ ___ . 0.-VC l 11 g v L 06 20 0.33 o - 0. _ _ - v _ % _. .. _._... i ... ....... .. .. _.. U 4 _ I 110. a m W _. _ _ . .... _... -.--__ ._. -..__ - __.--_.._. - __ _. .. ._ -._. _ .. - _ _:. : - _ -_ - - - I -� - W If _ o 94v _ _ _.__. _ ._._.. c F0 _ - tnoi - _ 3 - `� - _ _ I ; O __ _ Aft �fl - - - _ Ohl I II _ - 10A W _ mT CA v a, ao ao �u O 11,-aZtr IN _ _ _ _ _E 9 S Tf j _. g... _ U - - g - - t - - - r _ _ _ 1-7 OR =40 _- - . E T._. 1 PLAN SCALE 10 1 1 12 10 1 1 12 13 14 1„=40' <k tz- CV N w ARCTIC PL. � 10" CF SEE SHEET r k 19 1950.34 TC N0. 4$ 1949.50 FL Al I 5 , 24 • sEMF�0,0 SCALE 1"=40' 1" �9 10" CIF �� �ip I 18' I h`1 TRACT -r' r r-J Z / SyE� Nq D,Q •� _- ���,h o��y; 1g5p 461 \'�X C,y` I tio101�9� 1J, )�»1 J 1949.61 g49 F G '�> M -162-n-71 / - 1� 49 (TYP.) 47 TRACT NO� 1J,)J J1 a 23 / 13 ipRAINAGE 9 0���j� ��o � �9q�?'o ! 4 "^� �G 19 19�� ,, v,� 21 s� %, SCALE 1"=40' lg © 9 2 5 Mcc ENt p9 s �� ti 1 v , ° � "� 16 1� v, o 99 o F/ 53 o i L,4.74 EASE �9 1- sc �c�, °A�� ! H X 00006 SOF V 0�G v 7 o% 'alp T 9 TO 4 ^� I9 2 19 'P' } Fo `� �' 09 00 m w rn rn v• -, -- - \ F C' l 22 Q 50 6 a' r 21 'Lo p 00 1 13 - w '� _ .. -o crR s,, _ .67 ! - 'L 00' n cn _ -- O,p X3.1 /. x 0 A� �x o 4 `� N �' 1 .- 6 `�_ _ 20 W 116 / �9��' 9� o p� 52 n 51 o ss a''� CB 2165f CATCH BASINI- / ;-4.65' W=14 18 ° / / -- , � (rrP) o, � m ,- �, �`I '` ,, i l ',' ��� � N �o ^ 2 tio�oo9, _ �• ��(TYP.) la- -- % N�� 1 /�, �BC� l _g3� o��A W 14 115 / � 18 14 gj - - --- �---- �� r` N 1• ♦ 955: 7 TC 2 M �,� O,p / 4 b 0° . 1 �G 1 W BC / 22b ,,S Tc . _ �o / +� �.. y?- 'q 1' / 'l 01 1 1 ��� l / 98' �1.1S,2 -- - 2 ``� F 1954.57 FL /\/ �6. , �y L/� I 0 0� til I y / 1C 9 NF/ ° �• N 8956'00" W 63. 8 Q 1g56 5� 66 c _ �O-o 6 V c7 ^ o0 3 ao o EASEMENT T � w 6 � } (TYP.) - • �, " 2 1 45 �3 ° p (TYP.) j Q p 13 9 40 - --- --- - -- - - --'`a �,,44 -- ( ) - - o 13 70 3 co v m 19 18 � �t Cy, � � 0 19 rtsv � o �. X43 Z - o 13 N 41 42 , kt 19 z CONSTRUCTION NOTES 9� ^ N �1 19 2� CONSTRUCT 3" AC OVER 4" AB. (INTERIOR STREET MIN. STREET SECTION) U [� 19 SALMON COURT 2 CONSTRUCT a2-6 CURB & GUTTER PER CITY STD. PL 104. R T CITY OF RANCHO C U C A M O N G A FLORA COUz Q3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. Q 4 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. I s1vM T TSS 1�1 sr4(11-D P&1 o2 PRIVATE STREET IMPROVEMENT PLANS FOR IL J © INSTALL HYDRANT MARKERS PER CITY STD. PL 134Q�pFESS/pN9 TRACT NO 16227- 1 & 16227- 2 ® CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER CITY STD. PL 307 CASE AS SHOWN ON PLAN (� � �� � � ROWS�7 Z005-00785 & 2005-00786 � (�l � °' '191 cn N cP 13 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER {, Er .0-30.3 s' No. 20596 m W o � �.��A•i3 d� Exp. 9-30-07 -mu FLORA CT. & SALMON CT. � 14 ADJUST SEWER MANHOLE TO GRADE. W ��sT�- o. 1./,,;i'` �,9T OI V 11- ��P 15 ADJUST WATER VALVES TO GRADE. ° �'�'```T F� CALAF� G 249 Q APPROVED BY DATE: 17 INSTALL STREET NAME SIGN PER CITY STD. PL 401-A & 401-B CITY ENGINEER RCE No O CURVE TABLE � 18 INSTALL STOP SIGN PER CITY STD. PL. 401-B (R1) ° J DESIGN mo 51 17320 RedhillAw. RECOM ED ® lNSTsaLL 4" !�✓G PE.eF. P//oE 13 # A R L T G 210 00 00 38 , 00 139 . 28 141 . 82 CITY OF RANCHO CUCAMONGA 19 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101 (W AS SHOWN ON PLAN) 2.SF�6T c3 FLOW P A 86°58 '59' 27 , 0 0 ' 4 0 . 99 ' 25 . 61 ' HO 86°37 '37" 27 . 0 0 ' 4 0 . 82 ' 25 . 46 ' _ R C Suits ago CITY OF RANCHO CUCAMONGA VERTICAL CONTROL D O K 1 C H grviiie,CA 92614 9 1^1-47-,Al-4 4 PV c. ,1/aN P� ef ° J ° J " Voice 949-251-8821 21 CONSTRUCT SPECIAL CROSS GUTTER STEEP GRADES PER CITY STD. PL 106B ® ® 88 04 5 0 27 ..0 0 41 . 51 26 . 1 1 IO 86 26 5 0 27 . 0 0 4 0 . 74 25 . 38 �S D DEQ 4- Sv 8 D R A/ •W �LoRA L'T /0-11�( BM #10090 DRAWN � W ( ) PAPE' 2 FEET SE104JO F.S• SCHULTZ FAX 949-251-0516 SHEET NSIL "STOP" AND STOP BAR © 42° 16 ' 05" 382 . 0 0 ' 281 . 81 ' 147 , 66 ' JO 19°51 '47' 1 0 0 . 0 0 ' 34 . 67 ' 17 . 51 ' S (.M e� o.': d SET 2" BRASS DISK IN CONC. BM 10090 CURB STAMPED © STE 295 . 09 ' 154 . 62 ' K 14° 06 '28) 300 . 00 ' 73 . 87 ' 37 , 12 ' SST SPAC1NG /l.EViLC'� y 'ac. Z-7-0d AT SOUTHEAST COCUCAOONGA MIT AVENUE D.�' F NERS ENGINEERS SURVEYORS 19 OF 38 W DO 42 16 05 400 . 00 O ©,PEI/SE 9RWY. ZCC471 N,S IV 7X,5` �_�r,� DRAWING N0. ©3 INSTALL STREET TREES PER NOTES & LEGEND ON SHT. 2 EO 42° 16 ' 05' 418 , 00 ' 308 . 36 ' 161 . 58 ' © 1 °51 '47" 318 . 0 0' 1 0 . 34 ' S • 17 ' (CURRENTLY BANYAN STREET) AND EELED: 1 AVENUE, CHECKED NO 20596 2020 n 4 INSTALL W-53 SIGN F 15 00 00 112 . 00 29 . 32 14 . 75 M 198 00 00 38 . 00' 131 , 32 239 . 92 DESCRIPTION OF REVISION DATE CI Y AT END OF CURB RETURN. YEAR LEVELED: 1987 S.C.M. DATE4& LE NO LOLO © ° J ° J ' APPROVED:- ELEV: 1534.374 I:\60400\IMPLANS2\SIP19.dwg 9/28/05 PROJECT SHEET N0. OF 7 7 f 77- y 777� 7777 7= 77 -7-7 . ... .. .... 7, 7'77 ' 4 Z 0 I j ':"", -F * 777777= V r)p A TOC __V1 T7177 4" 7,_7_ i,:Z: i y F.A a 4 77 77 f A - 7 7 777W 'W7 L =77177. 'C 4 T' -Aft km 4 A 7- Z -7v J "A A Wfw 5. rim p 7-7--r= w .. ...........i As? Ar 7 41 ran V(1 :j- 50 A, 4 =7 f=F,7, 86 51) :7w- ir% r� _,:i,wv, A7 777--r= 00 77777F777 T 7 J i r 10C _V 777 Al -77777 _A 7-- '7, 7 "j': e%, 7 L& j: 1=4" T, .. ...... A A, L= iv: A,�i, . ......... -A, "A ,:i L A 7 'T 7 ratio MR%-J- an Z., 777, '=:40 e j ':79 jj� RT, 1 77= "T A 0 PLAN SCALE 1 40' 15 110 Ift Ift N4 Y4 L=4 1.05** 171 5p 51 21 0.C. 2' + ._& + + + + TLA AM I A 6` 1 AHOE PL. erj SEE SHEET NO. 21 94 + tp A + 4A. 18 R PL. tn -p STILLWA I jo pr r.-7 13CR m F1 p -ND, low rn- NO 3 SEE SHEET mosm sow + LiNE IZD 70 6 Q" 63 62 eb�N MATCH 40' 18 1 fwA TCH BA 59 $ _r - UPVN SIN 17 4b. m li�,(Typ. A H i,INE 15+92.5j,;:0�10X W=17* woo= tA -z Ilea 4 T 4 C T pr7 -1 - x 1K ",r--- \%.P -T!, MATC it (-A 11w - woos \ 'E�Y: 61 19 ECR Lu 119 19 0 6 u^ 13CR 00 11-1 \Y A; swom wommCi A + 1-1. %.) �2 co M m x INE 194 L rr, r-ri �.A CLA Cn p I% TCH 1945. FL y .0 q Qz X z --- (TYP.1 �m -rr k'zz, -Z '. - w m r-I JUVI 3 3 S. CO 6. 41 AM& U8 Lj 'Ka 4%. C 1951.97 FL 3' + r N. Ir- \Lt&/ fTV 41� \j �11 - -, Cal up 0'. y 54 4;e X _7 1_3 __& C]" %_X3 4b. �N_ : ON' -p 3 111�0 11, 13 3 ECR ki IP % 55 !949 36 X 5:i. 4 0000- .86"Cz 56 4L PAT 5 8 Q 57 !2 r-'-n P� �� --% + Cz� + -,10 CLA + + 1 5 5 ILM AW&ML M MR A%I Em y OEM Mik Ig 0 0 U 19 C1 9 17f ELM 51 AH CAmumammA w 5) z 044 L DUPON011" DRIVE PRIV"ATE STREET IMPROVEMENIT PLANS FOR mi F#-- j NSTRUX"Tu NOTE' 0% CON VESS/ mmuffiEft LL f"ATCH BA 0 L-0/1 SIN 11 q 14<� C. IKAU I NON 1 t6%2 2% & �jnft.T 7<fM 5 10 STA UZD AR.169- -7b V. -r- Q� 4,,; to m-ft*0% W=17 III IV 24 (f) ip apt CONSTRUCT T AC OVER Kv S z ___A�_AB. (INTERIOR STREET MIN. STREET SECTION) INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A & 401-B C,007MACIBA4 7bLb 7-6 SPACE. FovL zo- Pr. wo e.VU5 w 8 zVV VV No. 20596 " m CONSTRUCT A2-6 CURB & GUTTER PER CI`TY STD. PL. 104. @ INSTALL STOP SIGN PER CITY STD. PL. 401-B (131) '56PAMA-nspa %TkJ/ CAN&PIFES 4r MA7UftJPj mmiji,m mmmmk moon r%mmlk ui Exp. 9-30-07 11 m UP qIrm 0 111 N MH TAF LOP LOP V DEWALK PER CITY STD. PL 103. ON Ilk #E @ CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101 C/n_ CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. (W AS SHOWN ON PLAN) LLJ CONSTRUCT SPECIAL CROSS GUTTER (STEEP GRADES) C Or- CAO� AP DATE.- INSTALL HYDRANT MARKERS PER CITY STD. PL 134 PER CITY STD. PL. 106B CITY ENGINEER 24953 A R L T RCE NO N MORSE 17320 Red R DED CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER CITY STD. PL 307 @ STENSIL "STOFp AND STOP BAR f%A f%A DESIGN hill Ave. 0. CASE AS SHOWN ON PLAN 58 , 00 ' 69 . 29 87* 07 ' 04 27 . 001, 41 05 25 . 67 ' CIT" OF RA"CHO Cu M 0 N ti/A 11111plill uft 5 @ INSTALL STREET TREES PER NOTES & LEGEND ON SHT. 2 CITY OF RANCHO CUCAMONGA VERTICAL CONTROL DOXICH Irvine,CA 92614 (13 102 . 00 34 . 80 17 , 57 27 , 00 ' 92 ' 28 . 55 INSTALL STREET LIGHTS 5800 WMEN HPSV BY SCE, PAID Voice:949-251-8821 & COORDINATED BY DEVELOPER 282 , 00 69105 / DRAWN 3*3948 382 , 00 , 24 , 42 ' 12 . 22 SET 2" BRASS DISK IN CONC. CURB STAMPED SCHULTZ FAX: 949-251-0516 S H E ET(/ ADJUST SEWER MANHOLE TO GRADE. Atb ST WM Mvis i o a 0 07 7-df 0%^ AT SOUTHEAST CORNER OF SUMMIT AVENUE Zu 3 8 43* 12 "25" 226 , 23 ' 11 8 0 3*3 "CITY OF RANCHO CUCAMONGA BM 10090 198*1' D.L. p N E R S ENGINEERS SURVEYOR 9 '48 400 . 00 ' 25 , 57 ' 12 , 79 R6�vl-6,e* �w/vy, z0CA-r10N,5 OF @ ADJUST WATER VALVES TO GRADE. 4 231 . 60 121 20 _K 3*39 /48' 26073 / 13 , 37 (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, 20596 DRAWING NO. �01 86* 03 '33// 1 27 , 00 ' 40 . 55 ' 25 , 20 D 83*27 '30"1 27 . 00 , 39 , 33 ' 24 , 08 , Cffy AT ET R LEVELED: 1987 Muwklo NO a: _j DESCRIPTION OF REVISION DATE ..001 0 S.C.M. JAPPROVED: ELEV: -1534.374 DATE ILE NO 2uzv Avg% uj 1-.\60400\IMPLANS2\SIP20.dwg 9/28/05 PROJECT SHEET NO. OF Lt-44 ------4- _7 y", .............. 7 A T 7: A 7777T7= 7= =77t= . ...... ............. =t7=7 7-7---- Al e", g, A '41 7, '771777 ... ........ 7=r= A frgr 111-e k r"I C. r1h 7 9.6y 4 V6 L 4 ;Vow 9j;r 02r _KU k" i1v ut 7_c 50 r- 'Tw 53�.......... 7-7777-= .................. ......... ..... ............. 7= OWN . ... ...... c . ............. ::,T URB t7 --A F3 7 7 7 7, ............... 4 UN �A LU 7T 777T77 ............. E 0 R Z 0 -4 0 law& ff In PLAN SCALE U 4 15 0 1 =40' 1-A JU ONT R (J cn "Oft- /-%%U P 20 U NO- LO T N .1 -1 2 SEE S 14 EET 5 19 -CX + Zo 19 C61 -A CO + �Ln "T , -1, I v 2 v 0 1 TYP.) k b, co SCALE 1 40' 13 R 3 I A r-R. -N U ME'ITERRA ne) A z SEE SHEET NO. Z-/-- 15 =40' 6 I 1.U.0 1-- 10 93 (TYP.) 3 4 H 10 5 19 LA. ECR mom m -r vom mom 16 /0. 109 fig 2 C MATCH LWEl cl) 3 co (TYP.) (lyp. -INT. --------1_0_*00-00 SAlTON 10 13*87.0 1 rew- N N 2 1#23�4JO W' .w 6 V DR A A 19 tn 3 10 =8 78' 11 y 12 61 151 9 108 17 2 BCR I K ANN imam mmum IL ?: 6 A MA TCH LINE > 17 19 'IC9 8 mom TAHOE PLACE 18 19 mo sT sr.T&ee s i A3 siA LLM ru OfL-Tb R:ev I s om --I SAL TON C T N 3 Bc sm MENMI Imam mmmoo 7 AW. 'TAWS jN'S7AUeEb A/Uavt_Tb 7 MATCH LRVE 01� 56 CITY OF R A N C mHm 0 C mm sm m M00%EL m G -MO PRIVATE STREET IMPROVEMENT PLANS FVOR ESS mm=lF% dft� 0 B 0. cu c U rf7 lel U rNU "MON NOTES C. ,�fVq, 10 > 11%jw ZV%i%,# VV7857 z /'4 CONSTRUCT r AC OVER e AB. (INTERIOR STREET MIN. STRE 3 SECTION) INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A & 401-B No. 20596 m Ul mom 'a m m S A N-A-0 Exp. 9-30— 7 CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PL. 104. @ INSTALL STOP SIGN PER CITY STD. PL. 401-8 (Rl) C osow"I, I AH%j'L-. 110PLACE le 1 L 61 m O ' kom.%�0 mum 0 nmft T we cf- 0> C/v w syp(012401007 Wft- CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103. CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101 00-p (W AS SHOWN ON PLAN) OF DATE-. , (a) CONSTRUCT HWICAPPEID ACCESS RAMP PER CITY STD. PL 102 103. I OD Y,-0()V-Z-'2 /100 w, 1�� EER AN NGITUDINAL GUTTERS PER A i a I CITY ENGIN RCE No 24953 INSTALL HYDRANT MARKERS PER CITY STD. PL. 134 CITY STD. PL. 106-A �u I., CIO pi .3 LA. R L T W ^ DESIGN MORSE 17320 Redhill Ave. REC DED CL cl I I UF RAN UA Suite 350 CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER CITY STD. :1. 307 @ STENSIL "STOr AND STOP BAR OA 11 58 . 00 82 . 83 �o�ll_ MOPIFlr--(? DRIVY5 APPROAci-I 1G-06 R.C.CASE AS SHOWN ON PLAN I A 9 P 6u V CO?,f-- C11Y OF RANCHO CUCAMONGA VERTICAL CONTROL DOKICH Irvine,CA 92614 @ INSTALL STREET TREES PER NOTES & LEGEND ON SHT. 2 9 0 27 , 00 ' 42 41 ' 27 , 00 ' 51 * 04 ' 09# 332 , 00 volce:949-251-ml vlmf_wglot�5 4- L_0cA_rlor4 pEvj?PC,2_005-056S5 AN17 BM -410090 INSTALL STREET LIGHTS 5800 LtIMEN HPSV�BY SCE, -PAID 17 8 0 ' 8 , 92 /-T\ 15* 00 1 001, 112 , 00 , 29 , 32 ' 14 75 DRAWN S C H U L T Z FAX: 949-251-0516 SHEET \:�j 7A4f&C-- SET 2� BRASS DISK IN CONC. CURB STAMPED & COORDINATED BY DEVELOPER INSTALL W-53 SIGN i;��zw&-00 md, by 4 ALI- MA 0 "CITY OF RANCHO CUCA D.L. P L ERS ENGINEERS SURVEYORS - LU 00 51 , 66 25 , 87 / 210* 00 ' 00" 38 , 00 - - - Z ^08 ADJUST SEWER MANHOLE TO GRADE. @ cuu7 copv- c�w swr 2-A /F\ 8 0// — I A 4fol 0.c_ SUMMIT AVENUE OF 101 -29 '59 27 , 00 47 , 83 ' 33 . 05 cj fj& Al 3*27 '3 27 . 00 39 , 33 ' 4 . 08 ' v�l q0l C.-C, 06 A AVENUE, CHECKED 20596 DRAWING NO. —I s CURRENTLY BANYAN STREET) AND ETIWAND @ ADJUST WATER VALVES TO GRADE. * C / 2 . 32 'P98 , A 1 / / 00// 1 45 , 00 ' 70 , 69 ' 1 45 . 00 ' I I NO - /F\l 29 36 368 , 00 / 19 1 � 90* 00 TN. YEAR LEVELED: 1987 \Lj QL DESCRIPTION OF REVISION DATE APPROVED: ELEV: 1534.374 S.C.M. ATE LE NO 2020 1:\60400\IMPLANS2\SIP21.dwg 9/28/05 PROJECT SHEET NO. OF ILL F7 771 # LL_I t --------- 44� EEE,r77r7 ........... _4 7- _771- 7 J!, y 4', it 4 tc ....... Ch -77777-- 4%, -7-77-7777-777 mm, j 7 7V 7- Z, eq: A to 7,: k": 4 7 me, —77T77--- 7, A_ 7 7 A 4 S., A 77-t777 Its Ilk. A ^FiA 77 F DE'" 7_7 ......... 7 :,2, 777777777--- A 7_77 J, 7 11 80' ___z W.- C X.7- i q :j V", + (RO 7 A -4 777 .... ...... _J_ vl 4� �A, ....... t IR A 7 y 7" —----- caw 7777777 77T77 1 --40 0 R A -7F '4 j T" j a 110VA Aft A 0 a I (j PLAN 8C_%;ALE 12 1 3 1A 4 11$=40f 1 5 1 7 Cx) Q) (zl , , I X V_ %bz 5$ 5 20' 5" > 1--s 1. /1�1 TF 11 r T 1\1 U 0 A TON CT. ftftft 19 19 Z)A L 19 RI, n 4 19 z1fk ^3 Cit., 10^ a-mum CN QO %1110 Um I k SEC SHEET NO. C-0 I- _ 19 Zia 13 Q cb 0-i Z 13 19 Q N: 5$ PV Z �ro -t 7;� Im :: -N. %�_ 0, 00 -r 24 DRA INA GE i Qj \IV A (TYP., aj �V) 11 U\ -A UT TA hV%E P L. 22 mom DRAINAGE SN 2 Cx:C-5 25 Z _1% �5,i 1__'1 $ fw 41A. 4 ki IP SEE SHEET NO. 21 Q EASEMENT 11 1- - cn� C� I LX U0 14 - -;0 :Rt (TYP.) 07 PATCH BA�V�W p� (TYP.) 2s rr- m Nit I --.% T - Ca .0 111& LO =20* + rT1 W it j Lw 4- 13 + ID % (TYP.) Uj LA. (z) 5 40' CN%,3 SCALE 1 JYZYj� rL (TYP.) 16 K Yj N) > 14 19 L V) V_. '27 .47 LL co I T7-7 w 7 F____77 log L L J/ V V Z�s 25 10 4 0(0 55" E 5 E 3 (TYP.) 13 (TYP.) 9 Sa It C,3 10 :.z-- 5 23 �13 102 00 96* Q�: Q-:: 100* �� _t: r1_% ;zk. % Iii P4-3 (-,) - 1 97 + k Q_Q ^8 V�4 ^9 r k,.) 0; �1 I-, (TYP U 1 03 if 70 A, -�j 01) \Z14 - — O'� :; I LAJ N �t 1::�! 1 19 Q V)N- Q) �-_v V.. 108 + \ C- --qQ V4 N NEW IrQN -A, Ili 19 IN %.m 6 cz� V- m - - C !::T- z�s - %,_3 '0 f�m_ _.� I-- 4� Qz 104 7:� Q __1 fTV 19 ki IP 4Za t_< u5 'i- (Q % -,% V�_I Q_ -_-� r-A ;�z N % ? V I\Xv_ 3 + N�r_ V� N 119.. 1 1A !*- Z� Q Z4 Z�s �� :3 1 V.- N C,3 106 :zE CS tr� C% \.3 A 11 Az::f --,4 �j I -OR& 'kt, 1W 107 -3>4z> Q,�o !:Z) %_ " 6 25 1 LU _Q J�C-) e q's io /7 .51 X1 22' 51 xv 0 In C.01 k e_ 25 X ei-A Ij _0 fEDITERRANEAN DRIVE- C)Im to 4=> 7t z 4 m s 1>alak 7b ReVIT/vAJ 7 C-) N95 6 Isp N 5" 5` 22" AWWO vaimmil --A 1�) -J' C'.% LL _n C") N' O'k& _3 ;�� (c) WINSTRUCTIOM NOTES S14 mm A,) _q_ co %s: A� + + U0 *4 A CITY OF R 'm NO mO ^m OCAM^N& z 5 5' �j PW11 V A CONSTRUCT_!-AC OVER--47-AB. (INTERIOR STREET MIN. STREET SECTION) 5f 51 20 F11 IATE STIREET IMPRDIEMINEI1T PLAANOS FVO%R CA TCH j CATCH BASIN 140 0% mmmw% 'a 0%"" CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PL. 104. Ess/ U. W=22 CA TCH BASIN W=22 C. 1 27 I HA km� I N m%i's D PL. 103. CONSTRUCT CONCRETE SIDEWALK PER CITY STD. W=20 71 J) Cap& VIVIS I Law CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. W 2`0 0 fimm `%`87 z C/) No. 20596 LIJ INSTALL HYDRANT MARKERS PER CITY STD. PL. 134 P L1-2 to f"M Exp. 9-30-07 r1n Mu &4ANIZ N V 22 m ln `E CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER CITY STD. PL. 307 O/V w C-Kp tP`130) *7 U3 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER A R L T 135 ,43 ' 67 , 92 / OF CA0� APPROVED BY DATE: C10- 9 0 27 , 0 0 ' 42 . 41 27 , 00 299 . 18 CITY ENGINEER RCE No 24953 (9 ADJUST SEWER MANHOLE TO GRADE. A�N OF-C Z Li. \LDJ 110* 0 0 / 0 0 58 , 0 0 ' 5 / 82 , 83 24*29 ' 17 291 . 4 f%A MOL If%A DESIGN MORSE 17320 Redhill Ave. RECOM E ED CL @ ADJUST WATER VALVES TO GRADE. /F\ C 1-iff U/i N Um Suite 350 10000100.1/ 17 . 80 ' 8 , 921 /1\ADD CuO cc)P,?- A,: No-re MDDIVII�p IX\h� Appk(DAC-H I 'L-6-46 CITY OF RANCHO CUCAMONGA VERTICAL CONTROL R.C. DOKICH Irvine,CA 92614 Voice:949-251-8821 @ CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL 101 (W AS SHOWN ON PLAN) 15 66 , 77 ' 9IMfNSIO�5 J,�_OCAnON Pr::F, DPC,�M65-00665 A-�JP 00 , 137 . 66 ' 69 . 27 / 13*58 '53// 248 , 4 SET 2" BRASS DISK IN CONC. CURB STAMPED DRAWN SCHULTZ FAX: 949-251-0516 SHEET AW41L @ INSTALL STREET TREES PER NOTES & LEGEND ON SHE 2 - KOW?_006-00233 5Y HALL A f:OF-F-MA� w /F\ 71 . 76 0 13* 07 '42 94 , 131 "CITY OF RANCHO CUCAMONGA BM 10090 1987" D.L. Pf"NERS ENGINEERS SURVEYORS OF ;J \�_j OF SUMMIT AVENUE w 410 CUV-,ti COP,!�� 4>W 514-r 2A 6*40 '49# 718 , 00 , 83 , 71 ' 41 , 90 ' 92 , 06 ' 715 I�PACE %' O-C-� 7,0b Is - I A A—bT—> -5;1--Ttz6p_ R_eV1s10#%4 fjo (CU ) AND ETIWANDA AVENUE, CHECKED 20596 DRAWING NO. LL. 101 2' 47 , 83 / 33 . 05 13* 07 '42' 782 , 00 , 179 , 18 ' 89 . 9 AT END OF CURB RETURN. YEAR LEVELED: 1987 E NO 0%^0%Aft I- DESCRIPTION OF RE"'VISION DATE D: ELEV: 1534.374 S.C.M. F1 LE N 0 ZVZU - .0% %pop 1:\6040U'\IMPLANS2\SIP22.dwg 9/28/05 OF 44 VC L=1%Tf%Of.zo i k 7-)J77-77 7 j, 61 A.- --29.-M 7777i�T_—__ 77== 7 -i-:',i"i 7-:- 3 _7 7 y_J P 'Al -4ki T A" ... . ...... 77-7T= + ...... '1777— ------ ......... =,, 7 77+ 777-� :_wQ_j T 49'6 7 4_ _ 11 1 i_�,, �, I 'll - Ix_: 1, - I 771, —4— A 7= 7 ...... --7717 oe C IL —7 -7 GR 92 2 0 p 60A "mom. . .......... 7- 7777�� 7--77T= 29- 24. 7= 1 -7 7 7 -77 i0 -7- . .......... t -4% '59 —7 77� a) .76, 2"1", :2183-' 77 77= ts 22, M Ogg C -----7t-77-7 L CZ)% % L zu PLAN SCALE ell ol I ii i �l 11,� I!� ON (TO 21 22 23 1 =40' co 0% 1 3. l -4l---- 8OX +1 4 CAP wo V�Nt4l )mr I XvIl WKOAC/ A ocj U m 15) cm tri C:3 ct T (0 CN U A d r-r% '-RANEAIAV# DRIP NO. mtu SEE SHELT 24 L BERING 60 SCALE 1"=40' U ITER 4,j 19 SEE ON LEFT z �?6 =40$ "1-4 SEE ON RIGH T 6070 19 18 -r, Q)i 19 Ic 1926.10 CIO 19 go 19 19 99 A 9 V.- \j 13 75 7 9 76 87 13 .-j .E 0 13 -04126 k I-_ 76 77 cm I BEILLCA (TYP LAm U ::�i mom 7 EC TCH 1.pVE (TYP.) Q: MAWR + Lz LU MA %-q BC Q-V V.- L—U CA TCH BA 36A 10 /4,r T_ w LLJ X-) 44-1 8 W=4 lb 1924.90,'L z1�'D WIT 2 j:IV Q13 t :284.0 f-DITERRAZAN DR 23*94 41 y AC\ 01157_w a i CUO) D r F I M 3 104 704-jo 6 00 IV Uj 4� +L_U 41 t w yu � % 5 1 2 H 88 GAS A 3 EAS 3 P.) Zk IYP.j 93 9/_ �i 9 1 90 r-_ Ill-;K L_4j 7 IS 9A Q:1_Z1 m (TYP.) C-) pt IN IQ C' 03 tAINA9 a%!*E LAJ LAJ 13 89 88 85 Uj 19 87 84 ".) U9 \S.� 86 Szy �,o 19 Q - I 1 83 19 a % 1V MEDITERRANEAN DRIVE 10%,P%L A 0% L BERING COURT L;UNz)TR U 10%N In,4 0 T E 10 It GF 76 TC 4\ CONSTRUCT AC OVER 4 5_'-110.4-5' .4 14'0. 5'40.0 5 -1 FL co _AB. (INTERIOR STREET MIN. S1REET SECTION) �nw CITY OF R A NCHO kAft;wmm C A M 0 NOLE C; CIO (�o 919.9 b A 0:1 0:0 8 CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PL. 104. -.01110 1,920.75 it, PRIVATE STREET IMPROVEMENT PLANS FOR CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. j .08 V'Ess/ TRAC"I'm NO. CL CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 1(2 & 103. ESS/041 C. PA ADJUST STORM DRAIN MANHOLE TO GRADE 192 2 63 Te ROW ;jd%00%ffl0m-00%"1wt87 No. 20596 923. m E`H Vt 06 A R L T MED I T 0 0'R% 'm O' OEAN "'I"N' INSTALL HYDRANT MARKERS PER CITY STD, PL 134 1922.13 f L- �#) to-0 U 56 2* 08 /58— 0 . 35 CD Exp. 9-30-07 60 , 70 ' 3 f�o mmcol CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER CITY STI). PL. 307 14- [.0 27 , 00 ' 41 , 67 26 , 27 ' or7 In - On- BE"IN0% 0%00 amm"mum CASE AS SHOWN ON PLAN trl:I -.-% . CA MY L3��4�J Fy & U w CO 42 , 12 / 26 , 71 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER CA01C W=14 DATE 6 , U 4 121 . 26 60 , 66 ' CITY ADJUST SEWER MANHOLE TO GRADE. 0 / IVl C ENGINEER 4*2 �Av" r, k RCE No 24953 * ADJUST WATER VALVES TO GRADE. CATCH BAS� 0 /33// 1582 , 0 119 . 90 59 , 98 ' 1'%A DESIGN IIX _�42 CUPA MORSE 17320 Redbill Ave. R �ENDED 0. F 10* 00 1 00// 102 . 00 / 17 , 80 / 8 . 92 OF RAhN'CHO %.*/,%MONk7/-\ 0 1 - &APP CU FIl Con,�_A61-F-5 m 00IF10 9RIVE APPROA" Mob, Suite 350 * INSTALL STREET NAME SIGN PER CITY STD. PL 401-A & 401--B W=14 86 27 , 00 , 40 , 83 ' 25 , 47 / CITY VERTICAL CONTROL R.C. DOKICH Irvine,CA 92614 Dtml�05ioN5 Pt�-?, MC 2005-008055 AND Voice:949-251-882 * CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL 101 (W AS SHOWN ON PLAN) 70-Tl 06*39 / 09 58 , 0 0 ' 1 0-T, 9 6 77 . 89 / SET 2" BRASS DISK IN CONC. CURB STAMPED DRAWN SCHULTZ FAX: 949-251-0516 SHEE170 /-T p _00G m ,OW _C)0�7' 33 i5y�Aaj_ �f_ 'Vo MMA. 45 , 0 0 ' 68 , 06 ' 42 . 44 "CITY OF RANCHO CUCAMONGA BM 10090 1987" D.L. P L ERS ENGINEERS SURVEYORS @ INSTALL STREET TREES PER NOTES mKf �T — - - 46'- Z w IV 0" f9r, GITY ejW- 10 1 10+ SE&I & A OF SUMMIT AVENUE '0`3 %03 1 112 , 00 0 F 8— U' 29 , 32 ' 14 , 75 -7-a Uj U25 L.", 20596 D INSTALL W-53 SIGN 5077 ?-A 210' 00 00y 38 , 00 / 13 (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED RAWING NO. - DESCRIPTION OF REVISION DATE . YEAR LEVELED: 1987 S.C.M. 0 0% APPROVED: ELEV: 1534.374 DATE FILE NO V 1:\60400\IMPLANS2\SIP23.dwg 9/28/05 PROJECT SHEET NO. OF T r r ............... 4+14 ------ 66" IIco I '_1..........7=A-U L VIA,oft. 00 —cps 00-,I77 %'A 7 7 i---7777, 777 =7 ...........pi '101 777 IVC ;67- IiII7 I L A 9 777 A tl, A 20 PLAN OCALE 2 3 15 17 1 =40'R. 19 C=) + 4/_ + 1 9 ZA, + Co AN Cm i, OCE + A 03 ut 19 rN m tcb- EET NO* ZN NDIAN -1�r SH ,11 F 'h 0 SEII 0 03 Im 0 63 k 1,4-4 ;�t 5� 62 19 Ln 61 19 to (TYP.) 6 00 womm C,5 50 'A"ro !44 zi r 51 r 0 7= 65,L9 66 Comm, (TV .) 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A� ME An fig UN ma +19 j9 'kmmO CUCAMUO'Gm 0^ 92 + --% co k`4 CffY OFF RANCAl 5 <n le. % -.00 Zip,)+ PRIVATE STREET IMP M T P A Ful"'IR CV -A C") t 'A C T N 0 165 2 2 7— 2 & 16 2ft 2%mm C.ESsi <!�,BASIN /�L7 6)L 10TES 77 CA TCH BASIN BASIN YJ (f) U off m 100'&W S 22NO 4 U0%5 0'vAr &a 7 to%5 6 &2 0 0 5 0 0 7 8 06's CA TCH CA TCH Ill w=19, No. 20596 UUNSTRUL.oll-ION N W=21' W=21'104 \i� Exp. 9-30-07 Kl % o ION) LE TO GRADE. CD rn Ill CONSTRUCT-1-AC OVER-4:-AB. (INTERIOR STREET MIN. STREIT SECT Uj No.C 056022 V axe bl-10[c>7 00 CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PL. 104. @ ADJUST WATER VALVES TO GRADE. Of- AP DATE: 00% R L T INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A & 401-B A — CITY ENGINEER RCE No 24953 U3 -CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103. OO / 41 , 67 26 , 27 ' / it @ INSTALL STOP SIGN PER CITY STD. PL. 401-B (Rl) - DESIGN M 0 R S E 17320 Redhill Ave. RECOM ED CL CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 k 103. 27 , OO / 42 , 12 / 26 , 71 ' 26*32 / 18 332 , 5 h A--%&lf%A laffm 2228"" / - —_ -t,- O C %jm R.C. Suits 350 dz ADJUST STORM DRAIN MANHOLE TO GRADE CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL 101 76 , 68 ' 38 , 38 / 28*41 '36 682, 00 , 4 , 43 Z�S AVP C�07,?) <-'OM RA VERTICAL CONTROL DOICICH Irvine,CA 92614 -___ 00 — CITY Voice.949-251-8821(W AS SHOWN ON PLAN) 6*26 "31 /' 700 . OO / 78 , 70 /- 39 , 39 ' 700. OO / NIAC�>10 �_Oc,&-n bil 'PEF- pp-c9_005-00 6 S5 MO DRAWN SCHULTZ FAX: 949-251-0516 SHEET/INSTALL HYDRANT MARKERS PER CITY STD. PL. 134 _��L_ — SET 27 BRASS DISK IN CONC. CURB STAMPED ^8 @ STENSIL`STOT-f AND STOP BAR /F\ m 11 * 0453v 138 . 87 1 69 , 65 , P L, 4 Uj 80 , 73 ' 40 , 41 ' 5� I�ALl-S, "CITY OF RANCHO CUC D.L. kNp S ENGINEERS CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER CITY STD. ':)L. 307 @ INSTALL STREET TREES PER NOTES & LEGEND ON SHT. 2 \�a/ ON 2 40 , 74 25 , 38 / !R OF w F 72 , 89 ' 36 , 47 ' AT SO MMIT AVENUE 01 14S 6.C_ CHECKED y DRAWING NO. pp / q A ST-7*" SPA C I 06 20596 40 . T !f JP @ INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID & COCRDINATED 6 39* 16 '49 700 . 0 0 479 , 90 , 249 . 81 ____86 2 __ 2,J , 6 (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, WWI NO BY DEVELOPER 1 0*41 ' loll 133 , 91 , 1 67 , 15 ' DESCRIPTION OF REVISION DATE . YEAR LEVELED: 1987 S.C.M. DATE FILE NO zuzu — APPROVED: ELEV: 1534.374 co 1:\60400\IMPLANS2\SIP24.dwg 9/28/05 -OF I r 14+ f r 71 F77 7 7 7 53'' , 7= ........... C4 C4- 77 + '77 L 77 777-7-W4 —4 E 7777 7777= ------------ 77= C, 0,2 ......77 7 U wo CNA .......... D� 77 =77+= S U L PLAN SCALE U 1 2 2v 2 1 40' 40' C4 F—A 9 IORS 44 SLAH E D R. A "IFIANTIC PL, CM CM CA SEE SHEET NO. 5 SEE SHEET NO. 26 19 z 18' 18' 13 F-18 18' 49 r 50 MA TCH LINE 14, Lj 4 ly I cc 68 Q_Q) Ln Lj_j 51 __r� c�i Z8 3 -L 23 L < D F 2 58 �0-�O8-- ?nA fIR -4 ZUZ/.19 15 , IA U lh21 B 202J 58 C3 06 TC 1 1 01704 p If 146.7J' 18 19 =40' 88 21 1V Iz- 4,j IN r- V_ I I ' '1 000 2 14 (( 0 i_iz X Uj lk 03 'L 81.69 TC OX �I_ Y, V) 2 13 MATCH LINE NEW 48 59 dc. (TYP.) 17 27 18 1,979 C 17 3 C") (Typ.)L w "4 15 S 45 47 46 16 119 9 t A—DO v �OVAU60 fl� ?,/-I O'n? A TIC PL A CE A Z�s& oy AM%L A U. US` R U C I Ulmll N OTES AO% 8 ff 0 Aim twoof%WOOF vi UR %UCAmy_MUjm%R BA L TIC CITY OF RANC OF Im 0 C CONSTRUCT__!�_AC OVER AB. (INTERIOR STREET MIN. S FREET SECTION) do CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PL. 104. r%I&#A L 10% AW#&r% P E SREET lMmrRv v PLA F CONSTRUCT CONCRETE SIDEWAEK-PER CITY STD. PL 103. IESS Lim A ozz Im 2 & C 16J%2vmw NOm lo%j*k'o%'mw CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. F�S S)0 L co —0^786 ` 2005-00750 01' INSTALL HYDRANT MARKERS PER CITY STD. PL. 134 ROWS ^005 Mal No. 01111111 A% 20596 LAJ STCT SSION AT CATCH BASIN PER CITY S-D. PL. 307 mmr&AV%mum Exp. 9-30-07 _--D rn Amai i IC PLACI= soft BALTHC"o' (Doo0timoRmulm CASE AS SHOWN ON PLAN m t.0 056022 IM LIU C v INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER 10 OF* DATE: ADJUST SEWER MANHOLE TO GRADE. IL ��a 0 Cl V%It. JV RCE NO 24953 ADJUST WATER VALVES TO GRADE. OF C Vv CITY ENGINEER LL DESIGN E DED f%A MORSE 17320 Redhill Ae. REC M INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A & 401-B 92 / IY OF RANCHO CLICAMONUM Suite 350 A R — L T — -,- 9, IAODI�IJ�P VP,�\Jr-- AFPk0A(A4 1-v 6�0 6 CITY OF RANCHO CUCAMONGA VERTICAL CONTROL R.C. DOKICH Irvine,CA 92614 INSTALL STOP SIGN PER CITY STD. PL 401-B (Rl) IF\ 34 , 46 ' 17 , 40 ' Voice:949-251-8821 \21 — — V)MN51 oO5 LocA-noH pv-& 1)pc,�=5-006S5 ANP DRAWN 5 C H U L T Z FAX: 949-251-0516 SHEET CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101 (W AS SHOWN ON PLAN) 28*41 '36 700 , 00 , 350 . 9 . 04 ' 0 7* 12 '46" 282 , 00 , 35 , 50 ' 17 . 77 / SET 27 BRASS DISK IN CONC. CURB STAMPED I - Al%��O LL /—T\ 1981 PL E R S ENGIAEERS SURVEYORS 99 , 56 ' 50 , 24 GW 2 "CITY OF RANCHO CUCAM D.L. c-)OG-00?,-,�3 12>Y VVAI-L � 'FOMMA;4 F STENSIL "STOFr AND STOP BAR 15 —It b A LIT11 C. 50' 0. C. AT UMMIT AVENUE DRAWING NO. 891 27 . 0-0 — 42 , 13 ' 26 ,72 ' 8*57 '27& 49 , 7�2 24 ,91 , Z�AVISOIE sr.-Tges SPACJ W& Aac!n e (4c, (CURR AND ETIWANDA AVENUE, CHECKED NO 20596 LL INSTALL STREET TREES PER NOTES & LEGEND ON SHT. 2 27 39 , 33 / 24 , 08 ' OfT� N. YEAR LEVELED: 1987 (�uve, cov-v,- ON 514r. 2A 9 0 3 5 4 3 o�01 �42 �69 2�7 . 2�8 83*27 '30 — DESCRIPTION OF REVISION DATE S.C.M. 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I -__t_ _7"""",�'l-,_", '_] �,-I 11-11--111.1-1 I—-1-1---__l.__'._- _'_ �_11_ ", �+_," 1--__l'I I I A 1 Alft -'_`-"'---'_"' `_'"_`"_-'-"- �,,�,-�,,�,,�l--.,"""�l-l"""-"j,�,� ,__ "I'll 11.1,1-1"I�_l-1 I---__�_____�_-111-11-1,1111 111 111,111111111-11-1-1-11��1'1111_111-1-11--,,_,__--1---1-1_1-1.,�11_11_1 1-1-1111-1-111-1-111.1,---Ill�11111,_ � . PLAN SCALE 1101 1 9�' 1 1 z 1-A 3 14 )I la 5 O.C. 1 6 TM R=+J.82X 1 -40' - O%r%IL a a a If%-1-2 If%k I %�- t;UNSTRUL;I Jul ,a 1%4 NO%T E'S'h A 6RA L TIC c T 1.4 CONSTRUCT S$ AC OVER " AB. (INTERIOR STREET MIN. STREET SECTION) A: g __ t I it . C ; . ____ 0 -AL- j .E 1111111111111110= - - R% _,N + SE,E SHLEET NO. 0 1%4 14C. . /11 )io C4 25 ��. %`�) CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PL. 104. 1 $ � �l\1 .% --i I al It I :.t C*wl C . I Q CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103. . ) bo I I K 0 li . I I :t it 18' 18' r*ft TF_?_r1-\(_-.,T IND, JE322-1 '0 I I !d V,- . . ,-,,,,,,,,,,, (@ CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 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CA TCH BA��JJ * "", -1 1�1 A 1 O/V � I Ill G�',f" "I -.�'. , �1, lel, ,,,�\ INZ 1,/ 1 �,i�,,, I� � 11 11-1 I , W=28' W=28' I �, \l,�,, 4 � 1, or- \� I > ______ /', "'� w"I- & . - 1 DATE- Alow4l ' q� 11,,,,, �#) A ' OF C kl ,%1, I R L T 4 t I , "I I 'l.1 L)� 1) ,� %d __ CITY ENGINEER , ��J��(/((')_al,L6& �Z) 90 27 , 0 0 '-,--42 , 41 ' 27 , 00 / k,olvl,�lot,A C0rA*fll\lUf5 �1619f ---I------ —,-------- ______________ — RCE N- Ir I-__ 0- 3*32 ' 1 1 // 22� 71 / 11-1 3 6 ' i)p Tt .-.----_______- CITY OF RANCHO CUCAMONGA DESIGN MORSE 17320 Redhill Ave. RMDED UK= fi:z\ / ... I A C'U?"b C_02g*�o -S MI)PTIVER 09A\�f- MPROACA4 I 1�-c.0 L 9 R.C. Suits 350 a \�__j 27 , 0 0' 39 . 33 24 , 08 " CITY OF RANCHO CUCAMONGA VERTICAL CONTROL __ D DOKICH Irvine,CA 92614 __- .01/ 1-1- I O/ 62 , 32 / �)lmr-_NE'100e� �_[_OCA-1710N PF-R, PV,C'2_005-COE�B'S ANP — --- DRAWN I SCHULTZ Voice:949-251-8821 SHE --- - /F\ F\0\42_00(9-002:375 13-Y [+ALL i�, VDR:f:_MAr� SET 2" BRASS DISK IN CONC. CURB STAMPED FAX: 949-251-0516 0( �_ \E7j ____ 22 , 95 ' --1 — ___________ ----- -.-.--- "CITY OF RANCHO CUCAMONGA BM 10090 1987" D.L. p N N E R S ENGINEERS SURVEYORS 0 F 15 112 , OO/ 29 . 32 " 14 , 75 ' OF SUMMIT AVENUE - If,- ,a 26 OF 0"18 W - � A Re V i 2E wr.14tM 50,AC-lfA(3 - 140' o-c - -z-1-7475 fy `� Z 10KI Uj 1 — l_/7-�Z� (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED - -- A(../ DRAWING No. a: - __________________ . c6y . YEAR LEVELED: 1987 , - No 20596 A,%o%A-&^ ------------ � DESCRIPTION OF REVISION DATE APPROVED:- ELEV: 1534.374 S.C.M. *21 FILE NO — zuzv __ �= Aft , - - ___ __ I 0) 1:\60400\IMPLANS2\SIP26.dwg 9/28/05 PROJECT SHEET NO. OF I .i— - — m ...... I I "L- F j ± ;44; IF 71 _lE 4 -11 ;; L - r-74�' j 1 - �, ''I 0 - IT I I I __ ll� .... Z__!�L H I I - I ER : ` I -","j i iin;:�m t*L I I I -1-1-1-1-1-1-1-......�.......111111-1-� I-I I 1-11 ''I ' 'I _ I 11--- "I - I'll I -11, L 42. A A 4 4 Intl T _7 V4 A CIN 41 7: A 7t77- �5 4 7 "-oft ft-..—7r -7-7-7-7 7- 00 6 :_ , ', J, !7 j-11' '=7777 ,--ZO —7 ? A,L 77, 40 T 77 17 aA PLAN SCALE 10 1A A13 P) 15 10 7 1/1 M IN DN_V90 I lAe2 1 =40' I. 5 vo�- 00 S�/V1, 4- 25 p AeCTIC 24, 6' NO cc SHEET !96 8� *0 7,, S 95. 68 co cm 1-11 .. 13CR g ok& ;00- C-4) NIA 61 C>1,%.;o NEW 72 \-A C-) 68 w LL_ --b 17 fl�lv� V� 4.0 c11> A 26 �'j C INT 60 NU. C" 22 +02.05 INDIAN OCEAN DR. =lj+JJ.JJ ARCTIC PL.69 V =40' CA TCH BASIN 134 sj�t� 50, a ILO 00-INT 4b W=25* 'too 100-0 10+00.00 INDIAN OCEAN DR. V)N fTy vp =2J+06.21 S77LLWAh5R PL. it 0> w (TYP.) Of0t, 8 A jr c 73 '113 01 �% 39 R w /,g (b D -do ZN Now 40 now 43 (TYP CF LO or. + _100 7�59.08 ;qC 44% -;ko-\\ "I 42 3 1958 Y FL SAW iggo. (TYP.) C-_ > 8 73 FL - Z -I- -zo- I r 5 (TYP-) 25' 38 99 ....a 3: . . . oe 2 OEM= A (TYP c CATCH BASINJJ5 �p 2,v 14 37 W=25* O%OL LL [kiti no L "OTEE3 (14 30 42 0%T R Due 1 Oft N IN Y, AL CITY OF RA N%`RHO C'w1C#'m%M0N Clk A z CONSTRUCT__�_AC OVER_!f—AB. (INTERIOR STREET MIN. S FREET SECTION) c,,, 36 jzl .a 1 31 V m ROV CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PL. 104. PRIVI"ATE 13TREET IPAPIRO EMENT PLANS FOR �0 3 j A I-rvp.) S w m 32 �ff k6sN\ :�g: rmser. I CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. 35 w1w RAAL CT NO. 16 C. CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. C-13 .4MMM 33 G 1+ or. A R'W 2005-0078", INSTALL HYDRANT MARKERS PER CITY STD. PL. 134 No. 20596 gal LU A Exp. 9-30-07 U9 r I A to Drm%llk &E CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER CITY D. PL. 307 0 �r A CIO INDI ALN 0 tom OE A n V q-?,cp-o o -7�i A Z�SEO 6 C/V LAJ 102 c 056641-@ INSTALL STREET LIGHTS 5800 WMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER 10%40% 000 Aff 2 OF V 13� 7 or N mmmAN DRIVE APPROVED BY DA ADJUST SEWER MANHOLE TO GRADE. CITY ENGINEER RCE No 24953 0. @ ADJUST WATER VALVES TO GRADE. M 0 It S E 17320 Redhill Ave. A DESIGN RECO M DED CURV - c 11 R I ONL7/ Suite 350 INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A & 40 -B 0 Ve, C-0 m 4, N UT r-- b D) I f-P A 711>!�� R.C. L T Z�A CITY OF ERTICAL CONTROL DOKICH Irvine,CA 92614 A R — _ Voim 949-251-18821 @ INSTALL STOP SIGN PER CITY STD. PL. 401-B (R1) A 89*39 ' 16" 27 , 00 ' 42 . 25 / 2 6 , 8 4 90* 00 ' 00" 27 , 00 / -42 , 41 / 27 . 00 / PS?- DIPC-2-005-00005 AWP SET 2" BRASS DISK IN CONC. CURB STAMPED DRAWN SCHULTZ FAX: 949-251-0516 SHEEf/0 / 27 , 16 ' _C)C)r 11 RS ENGINEERS SURVEYORS CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101 (W AS SHOWN ON PLAN) 42 , 57 ' 00 17 , 44 8 , 72 ' f5Y IAAL-L-t fcP_VtAA0 P Lp ZN E 90-20 '43 27 , 0 "CITY OF RANCHO CUCAMONGA BM 10090 1987" D.L. 2%7 0 F %38 'll @ STENSIL "STOFP AND STOP BAR 45* 13 ' 04/' 16 , 84 / 8, 42 / SUMMIT AVENUE In -0i A Uj /A (ZE V!A-5 . SPACIOJ& - CKED DRAWING NO. 02 (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHE No 20596 LA. 208 , 22 ' 00 16 , 23 ' 0%^0%@ INSTALL STREET TREES PER NOTES & LEGEND ON SHT. 2 ON 5Hr. ZA 394 , 60 ' CITY . YEAR LEVELED: 1987 40. 78 / 25 . 42 DESCRIPTION OF REVISION DATE S.C.M. DATE V49050FILE NO — Oak 27. 00 / 1APPROVED: 'ELEV: 1534.374 k\6040U'\IMPLANS2\SIP27.dwg 9/28/05 —OF T__T