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HomeMy WebLinkAbout1766 v1(_I N i 1�Y M ' _ AS-- N 01-F 5 BASELINE -- -- -- ROAD UNDERGROUND SERVICE ALERT: 0 E 1• ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA z - STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION -CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL 1< Q v COII:TOII FREE BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. w 1 -800 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE T SITE ___ _ -___ z PROJECT 422-4133 HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT OF WAY LIMITS OR IN ADJACENT > SEE SHEE' 'NDEX MAP j AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR AC .1 t 6 10 5 PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. fi ,�� MILLER AVE. � JL TWO WORKING DAYS BEFORE YOU DIG 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL -CAUTION" Remember that the USA Center notifies BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM n W the center: there could be other utilities HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. < present of the work site. The center will IT CL to inform you of whom thev will not;fy. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT OF WAY. FOOTHILL (RT 66) BOULEVARD STREET Lj N S 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL w o HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUBGRADE ELEVATION AND AT NOT MORE THAN 50.00 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 3 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE w CONSTRUCTED PRIOR TO PAVING. ARROW ROUTE FX15-"IN6 5UFV�Y MONUMFWAVON 7. COMPACTION TEST OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND I HERE-BY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND OR SURFACING. CONST,UCTION NOT�_5 & 5TIMATE OF QUAWIT15� ARE DESCRIBED AS FOLLOWS. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING NO MONUMENTS CURRENTLY EXIST. ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT ( 1 CONSTRUCT P.C.C. 8" CURB W/24" GUTTER PER RANCHO CUCAMONGA STD. DWG. NO. 104, A2- 8 9.95 L.F. PAVING. CONSTRUCT P.C.C. 6" CURB WITH 24" GUTTER PER RANCHO CUCAMONGA STD. DWG. NO. 104, A2-6. 9410 L FLU 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER Z LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND SAND 0- - CONSTRUCT P.C.C. SIDEWALK PER RANCHO CUCAMONGA STD. DWG. N0. 103 34700 S F N 7 �3 _ �• W EQUIVALENT OF AGGREGATE BASE. - CONSTRUCT P.C.C. HANDICAPPED ACCESS RAMP PER RANCHO CUCAMONGA STD. DWG. NO. 102. 2830 S.F. WOODCHASE CO Q 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE 5 CONSTRUCT P.C.C. CROSS GUTTER PER RANCHO CUCAMONGA STD. DWG. NO. 106-A. 680 S.F. • STRUCTURAL SECTIONS. 6 CONSTRUCT 8" A.C. BERM PER RANCHO CUCAMONGA STD. DWG. NO. 104, D1-8. 65 L.F. 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB- GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS 7 CONSTRUCT 3" (MIN.) A.C. PAVEMENT OVER 4" (MIN.) AGGREGATE BASE AND COMPLY WITH GENERAL 170200 OR DEPRESSIONS SHALL BE FILLED WITH A FINE MATERIAL OF QUALITY BETTER THAN THE NATIVE MATERIAL. NOTES, NOS: 9, 10 AND 18 HEREON. S.F. 12. IF THE ASPHALTIC CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR 8�- CONSTRUCT 5 "(MIN.) A.C. PAVEMENT OVER 6" (MIN.) AGGREGATE BASE AND COMPLY WITH GENERAL PJ 1 NOTES, NOS: 9, 10 AND 18 HEREON. 31400 S.F. �� USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE y U FOR FULL PAVEMENT WIDTH PRIOR TO PAVING. 9 INSTALL STREET NAME SIGN PER RANCHO CUCAMONGA STD. DWG. N0. 401-A AND 401-B. 10 EA. �� + Q 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, 10 INSTALL R-1 "STOP" SIGN ON POST PER RANCHO CUCAMONGA STD. DWG. NO. 401-B. 11 EA N.T.S. V J T, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING 11a A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE 1 1 APPLY STOP BAR AND STOP LEGEND PER CAL-TRANS STD. PLAN A24D & A24E. - _ - - - _- -_ EA. >\P W .Ql'J �,� V � M 0) � OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 12 INSTALL 5800 LUMENS STREET LIGHT BY S.C.E., PAID FOR BY CONTRACTOR, COORDINATED BY �� ��► J .W 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD DWG. NUMBERS 401-A & 401-B SHALL BE CONSTRUCTED CONTRACTOR. GENERAL CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY MISC. FACILITIES, Q d r V S AT EACH INTERSECTION. (I.E. CONDUITS, PULLBOXES, HANDHOLES, ETC.) AS REQUIRED BY S.C.E. _- 37 EA. - - -� 015. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF 13 INSTALL 9500 LUMENS STREET LIGHT BY S.C.E., PAID FOR BY CONTRACTOR, COORDINATED BY Z CONTRACTOR. GENERAL CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY MISC. FACILITIES, OLLINGI HI LS "C Q U Z ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS (I.E. CONDUITS, PULLBOXES, HANDHOLES, ETC.) AS REQUIRED BY S.C.E. 6 EA, , T Z Z SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. N � T 23 y•10 Q 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT 14 ADJUST MANHOLE (SEWER OR STORM DRAIN) TO GRADE - -- - _ -_-_ ___ EA. � S CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. H • 15 ADJUST SEWER CLEAN-OUT TO GRADE 3 EA. 17. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO (2) WORKING DAYS PRIOR TO 21 N p THE START OF CONSTRUCTION. EA. 0 1060/ 16 ADJUST WATER VALVE BOX TO GRADE. - - 17 SAW-CUT & REMOVE EXISTING A.C. PAVEMENT AND/OR BERM. 31400 L.F. / S.F. 5 0 18. THE FINAL SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES 3 HIGHF L AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS INCLUDING GRADING ~' HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED 18 INSTALL STREET TREES PER STREET TREE GENERAL NOTES AND LEGEND HERE-ON. - _ - (SEE LEGEND) --- I j L [i TO THE SATISFACTION OF THE CITY ENGINEER. 19 REMOVE EXISTING TREE/STUMP TO THE SATISFACTION OF THE SOILS ENGINEER. _ 32 EA. 1 RIVER OAKS DR. j l •o-. 19. CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO EXCAVATION. 20 REPLACE EXISTING CENTERLINE STRIPING TO THE SATSFACTION OF THE CITY INPECTOR/TRAFFIC DEPARTMENT - - - - 1050 L.F. T 1 P P T RIVER OAK DR. T 20. WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED OR SHALL BE REFERENCED AND RESET PURSUANT TO BUSINESS AND PROFESSIONS CODE, SECTIONS 8700 TO 8805 (LAND SURVEYOR'S ACT). 21 INSTALL W-53 "NOT A THROUGH STREET" SIGN AND POST PER CAL-TRANS SPECIFICATIONS 5 EA, 22 CONSTRUCT P.C.C. DRIVE APPROACH AND SIDEWALK PER RANCHO CUCAMONGA STD. DWG. NO. 101, TYPE R-1. 29200 S.F. W (SEE PLAN FOR WIDTH) Z! Q 23 INSTALL CURBSIDE DRAIN OUTLET PER RANCHO CUCAMONGA STD. DWG. 107-C. _- - -- 1 EA rR 24 INSTALL R26S SIGN ON POST (UNLESS ON STREET LIGHT) PER CALTRANS SPECIFICATIONS. - _ _ _ 6 EA - - - --- N01'ICF 1'O CONVACTOP,, : 25 INSTALL PAVEMENT TRANSITION PER RANCHO CUCAMONGA STD. DWG. NO. 406. _- -_ _ __- -_- - 50 L.F. I j L.S. �_____"---- ' - _ 6 -.--_ - 26 CONSTRUCT 4.00' HIGH RETAINING WALL PER PROJECT L.M.D. PLANS. -_ -_-_ - -- - _ y a ii% • - - THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO 27 CONSTRUCT WOOD BARRICADE PER RANCHO CUCAMONGA STD DWG. 131-A. 1 EA SHOW rFOjrcf 5HFF1r IEXISTING EXCEPT AS SHOWN ONNbrX MAS LOCATIONS TOFTIES ELECTRICAL LINES, LANDSCAPEESE I RIGA ION LINESNS. THESEETC.�NHEARE CON RACTORNOTNDED SHALLOTAKE DUE 28 CONSTRUCT TEMPORARY EMERGENCY ACCESS GATES TO THE SATISFACTION OF THE RANCHO CUCAMONGAPRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES AND STRUCTURES SHOWN ON THESE PLANS. FIRE PROTECTION DISTRICT. 1 N.`.S. EA. THE EXISTING UNDERGROUND UTILITIES AND SUBSTRUCTURES IDENTIFIED ON THESE PLANS WERE TAKEN FROM AVAILABLE RECORDS AND SHOWN ACCORDINGLY. IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR Q 29 CONSTRUCT REDWOOD HEADER. 36 L•F• PUBLIC WORKS CONSTRUCTION PART 1 SECTION 5, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING c 30 PAINT SOLID DOUBLE YELLOW CENTERLINE STRIPE PER CALTRANS STANDARD DETAIL 21. --- - - -- __ 150 L.F. UNDERGROUND SERVICE ALERT (OR CALTRANS ON STATE HIGHWAYS) TO IDENTIFY ALL EXISTING UTILITIES, 31 INSTALL G7 (STREET NAME SIGN) ON POST PER CCALTRANS SPECIFICATIONS. 2 EA. PROPOSED VARIABLE WIDTH LANDSCAPE CAO WHETHER SHOWN ON THESE PLANS OR NOT, AND SHALL DETERMINE THEIR LOCATIONS & DEPTHS, EASEMENT INCLUDING SERVICE CONNECTIONS WHICH MAY AFFECT OR BE AFFECTED BY ITS OPERATIONS PRIOR TO DEDICATED TO THE CITY OF RANCHO CUCAMONGA STARTING WORK ON THE PROJECT. IF CONFLICTING UTILITIES ARE NOT BROUGHT TO THE ENGINEER'S 5' MINIMUM, 10' MAXIMUM. SEE PLAN. ATTENTION PRIOR TO THE START OF THE CONTRACTOR'S WORK, THE ENGINEER WILL NOT BE RESPONSIBLE 44.00 FOR ANY CHANGES, REVISIONS OR MODIFICATIONS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE PROPOSED 12' PKWY. "OCCUPATIONAL SAFETY AND HEALTH REGULATION" OF THE DEPARTMENT OF U.S. LABOR, AND WITH THE I STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". � THE QUANTITIES NOTED ON THIS PLAN BY THE ENGINEER SOLELY AS AN ESTIMATE OF THE WORK - 3 THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS t wCOMPLIANCE WITH THE "OCCUPATIONAL HEALTH AND SAFETY REGULATIONS" OF THE U.S. DEPARTMENT OF REQUIRED FOR THE PROJECT, THE CONTRACTOR IS HEREBY NOTIFIED TO PROVIDE A BID BASED ON HIS OWN �- p 14 WIDE DEDICATION TO THE LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY DETERMINATION OF QUANTITIES AND A COMPLETE JOB. z t- CITY OF RANCHO CUCAMONGAORDERS". 3 w a 30 EXISTING RIGHT OF WAY CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL 32.00 PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO PILASTER BEYOND - i w~v z~ N o c� NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER CONCRETE ' 0 3 x g 0 AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE 1 ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. �J z 7 z Q z BLOCK WALL WITH CAP rn Q 0 v v v z z a PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF Q 2. PRIOR TO COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SUITABILITY/FERTILITY SOILS REPORT SHALL SEE PROJECT LANDSCAPE 13 U o Li N 0 Z THE OWNER OR ENGINEER. BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE MAINTENANCE DISTRICT PLANS. i pZ x VARIES, 17't TO 21.5't 0'� BACKFILL SOIL AMENDMENTS AS DETERMINED BY THE CITY INSPECTOR. W v) w �w w VARIES ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE CITY ENGINEERING DIVISION PRIOR =z v W a- 3. Z 0 0 TO AND AFTER STREET TREE INSTALLATION. w z w- 7 EXISTING A.C. PAVEMENT = g 3 w Q 5 CLEAR TO BE REMOVED AND 0 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. ', a N REPLACED Q'" 0 a 0 SYMBOL STREE I NAME Y BOTANICAL/COMMON NAME Q . SPACING SIZE 60.00' J 2.00% ci L. m 0 Uj a RIVER OAKS DRIVE PISTACIA CHINENSIS / 12.00' 36.00' 12.00' t 54 30' O.C. 15 GAL. v 0 0 17 z HIGHFIELD DRIVE CHINESE PISTACHE I h z 4.50' 7.50' 18.00' 18.00' 7.50' 4.5 r o x 1.5776 MIN PINOT PLACE QUERCUS ILEX Q w - I HOLLY OAK / 69 40' O.C. > m I m } 0.50' i 2.00% 0. 10 4•087L MAX VISTA MONTANA PLACE 15 GAL. a a - - - 3 0 3 i __�-- --- -------------------------- MORNING CREST PLACE w 0 w v LL Z o O o I o O o + EXISTING IMPROVEMENTS IL WOODSTREAM COURT RHUS LANCER / AFRICAN SUMAC 20 20' 0.C. 15 GAL. (D Z I O O ao �' 3 0.50' 2 0 • 0, ~ 2 07 BY / DATE BY / DATE 1.707: - --1 70�' 8 r r DESCRIPTION OF REVISION SOPHORA JAPONICATI-8.0, R-70 ENGNDESIGN CITY EER APPROVED JAPANESE PAGODA TREE 17 30' O.C. 15 GAL. II WOODCHASE COURT ROLLING HILLS COURT I I t rr - , ': .• . 'hh 111 TTICL 5�CIA: FA5f AMT OF RANCHO- " CUCAMONGANO S_-ALF AVENUE REFER TO PROJECT L.M.D. PLANS C101 T Dan Guerra -- - - � � i RECOMMENDED BY - TI=5, R=70 pp�� APPROVED BY: //� ��R:C��. 2 9 OQEtOFESS/pHA o OC �SSOGIAfeS CITY ENGINEER CL �CCI� Y ATE N' E - 0/7 PROJECT BENQjjMARK: TWCAl 5�C110 _ �Q' P��F' UF,p� F2 CML ENGINEERS • LAND SURVEYORS SUBSECTION SHEET o 8331 UTICA AVENUE SUITE 150 ati65. � 51A MA11W FI,_ woorS A�� No SALE TRACT 16105 m RANCHO CIJCAMONG.,CA 91730 OF 9 WC��C' r pIU�� OAKS by w m 1' DESCRIPTION: CHISELED " ❑ " ON TOP OF CURB, FRONT I I � 1/ \ I �� � R. .E. 29224 A (909)987 .906 ( V I --- PROJECT SHEET -" OF FIRE HYDRANT, EAST SIDE OF ETIWANDA AVE., 0.25 �OI�I�IN� NI��S C1 , �IN01 h� ` ` MILES NORTH OF FOOTHILL BLVD., NEXT TO PP #T2785B MOrNi% Cr?F,5f PL 46HN ��n br, sTqTclvl� ���P ti� e� STREET IMPROVEMENT PLANS . . OF p TITLE SHEET ELEVATION: 1224.855 f OF cA00 DAINt E DRAWING N0. R.C.1 29224,EXP 03-31-03 1766 2+21.06 END LOCAL TC=56.09 I FL=55.59 5+62.00 5+62.00 END LOCAL EP. LIP=55.76 END LOCAL DEP. 1' 8 TC=49.07 rn cO o r- o �uo ^ � MNM M � un M �n0N FL=48.57 FL=48.57 Q� N N rn c i N rn�,� N rn �i LIP=48.74 �_ Ln `�' Kiu)� 06 Ln r- Low"' LIP=48.74 11 II II o II II � II II to II II II i 2+16.06 + JCL + U J + U J + U J d 5+57.00 TC=55.93 J ~ N~ � ~w J 5+57.00 =4 FL=55.43 =4 FL=48.46 LIP=55.63 FL=48.46 LIP=48.66 In 5+51.00 END CATCH BASIN LIP=48.66 W 5+51.00 EN CATCH BASIN 18' FL=47.91 u - 1 8' Q f L=47.91 co 2+10.06 C= 5. 3 5, 5' J W I FL=54.90 w a -- o o L) - W F. 6 Q W=25' a 3 U Z 3 1+90.07 1 4 a _ NI 14 FL=54.57 Z 3 - � _ - 6' LINE „ F„ 6, � LIP=55.63 - 14' - 5+35.00 LO TIE, BEG C.B. Z N 6+09.93 5+72.93 5+35.00 LOC TIE, BEG C.B. I =4 .4 Q Ni ' C= 3. 9 TC=53.50 =4 .4 1+85.07 FL=53.00 FL=47.63 -- -- --� �- - IC=b4.91 FL=52.79 LIP=53.20 FL=54.41 LIP=52.96 �,'� 5+30.00 BEG. LOCAL I N ' � ��� CENTERLINE TC-48.38- I I LIP=54.61 Q __ _ �\� _ I I +30.00 BEG. LOCAL1+88.06 LOCATION TIEFL=47.88 I I \75 =4 N in RIVER OAKS DRIVE LIP=48.08 TC=55.01 FL=47.88 1+79.07 (p > FL=54.18 LIP=48.08TC=54.71 FL=53.88 \' 5+74.05 6 TC=53.50 LATERAL " B-14" LATERAL " B-15" 6Ctoo31 FL=52.81 5' �� FL=53.00 LIP=5301 `X LIP=53.20 1+83.06 . A� 0.50% TC=54.85 FL=54.35 14' LIP=54.55 5' ' w S' W=25' 3 � fkf Imo, Z LATERAL 99F -3 1+78.06 BEG. LOCAL DEP. 18' TC=54.69 FL=54.19 LIP=54.36 1+55.07 LOC. TIE u) TC=53.92 w FL=53.09 U � O J 00 Lo O L Lo Lo P, N M N Co M M pn pn 1+50.07 � Ln Ln 0 11 `i' �� II to 11 FL=53.25 } II J co li In l� Ln t� J t0 ti J LIP=53.45 1+45-07 TC=53.59 FL=53.50 LIP=53.67 z a LATERAL " F -2" LATERAL " F - 4" J = Q �co w 00 U I O w w' U.] J ` in 7+77.32 END LOCAL DEP. N �+"' co t1-00 00 N N N CK) N^N FL=52.98 0+ n J� o+ I, JCL o+ n o+ � o+ n J0- c) �;CL �� � � o, wi � `-4 Lo ,n r ,n Ln ^ co�n Ln ,n to Lo LIP=53.15 ooco N 00 O J M NM W=10' U-)Lo + II J 0_ u ►� Li J �. 7+72.32 L TC=53.38 co „ INE "E" FL=52.88 - LIP=53.08 - - 00 -- - - RIVER OAKS DRIVE 3 7+56.02 Z ,n u') TC=53.05 _ CENTERLINE _ 0N FL=52.55 uj ,Nn'n LIP=52.72 z +LLj II Ja U 1� L- J to 7+45.02 LATERAL 99E -1 FL=52.00 Q Lr) �\ 7+46.32 LOC. TIE TC=52.86 FL=52.03 Lr) W N C,4 a �� _ 7+36.32 ^' •N TC=52.66 11 `11 11 1 FL=52.16 j Z\ ^ ` J ON pn 00 LIP=52.32 Z o _ Lo aa ' n -i J 7+25.02 Q �� TC=52.43 a FL=51.60 G r r - BY DATE BY DATE Lli DESCRIPTION OF REVISION SCALE:1"-10' DESIGN CITY ENGINEER APPROVED 7+15.02 11 FL=51.73 CITY OF RANCHO CUCARTRIPA LIP=51.90 1 Dam 6uerrA - RECOMMENDED BY: _r LINE " B" LATERAL 99B-1799 �: APPROVED BY: R.C.E. 4 53 & ASSOUQfP-S CITY ENGINEER '6et 1,� DATE , CIVIL ENGINEERS • LAND SURVEYORS SUBSECTION SHEET PROJECT BENCHMARK: 8331 UTICA AVENUE 150 - -- - -- - -- - RANCHO C:UCAMONCA,CA 91730 1 a of i CITY OF RANCHO CUCAMONGA BENCHMARK NO. 165: (909)987-4306 TRACT 16105 PROJECT SHEET DESCRIPTION: , E „o ON TOP OF CURB, FRONT STREET IMPROVEMENT PLANS OF FIRE HYDRANT, EAST SIDE OF ETIWANDA AVE., 0.25 �' MILES NORTH OF FOOTHILL BLVD., NEXT TO P.P.#T2785B -Q �,/ ; 3'�� o j DRAWING NO. ELEVATION: 1224.855 TELE TE LOCAL DEPRESSION DETAILS Ra;E 2W224 EXP 03-31-03 . i i I j ; . 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LV 1. - . _ _ _ - �• I i i Pt 5T 6+3 i -+ 1 •E 5 �1 1 IW i t I , t Iwi I , I i 11 N i ; I i t i I 1 . h I ; p : : . ,,' 4 _ _ ���r . , _' , I + I a - , , + 1n , } ; , ; _.i __ - - t _ { _ _ { i + a - + --. i _ _ - - - - ••-V_•5n' -- - O i I i i i i • ` i ( I 1 I I I I I 1' � '! I . r I I I I I i , . ♦ - -. i _ , - --_ , : I �- + I. _ ; , I I 0 5bX ! �i�' �' , _ I - - i . , : : - . , I , , , i , ; I 1 �. . F I UR9: SIAITIONING • I 1 I I I . . �s 1 . ' - �� h �. . I +11 i : i 1 ; i l `� I I t ; 1 i . -+ - . . . . . a , , I Z5. C. I i , + , CIENTERLINI` S ATIO�lING. 1 1 1 I 1 - - I 1 + + l + I + --- - + I + -- . 2 _ II - - -- - - - - + Pt 53. 7 � � { 1 + + L � -- - - - � ; . I . I , 1 I 1 1 , 1 I I 1 . I I I -I ; t . , } I i . , : , . I I . I eo M ao 1 1 . I , : - 1. ; 1 -. + i - - 1 + - - - - - - - - - - - . Ile) , , , . 1 I I . , , 1 I , I �r . r , I I f 'O O Off I I I ; I I t 11 I I I I 1 i � I I as. 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I , . 1 I { 1 ; 1 I I i i y 1 i 1 { i : I I , , I I I I ' I I I I _._ _ - -. -__ __- - - __ - -- --_._.. _ - -- _.. _. -._ _ 1 _ _. - -.__ _-. __- -- - -... - _. - __ _- ___- -- --. - _ _a . 1 : I 1 : a i , � � + a ♦ � � i 1 �_ 1 + . , : 1 1 I � 2_ � _ - _ _ _-. __ __ _ i i � t , I I t 1 i i i ` i I i i i i i I I i i i I I 1 1 1 I PROFILE SCALES: I I I I ! I I I ' I I , I , I 1 , I I I I i }1I`` , . , 1 i 1- i + ; HORIZ.. 1 40 , 1 , , ; . , I I I 1 I 1 1 # ' . I I I I I y - - - - - - - - - - - -- -- - - - r I + + I t t 1 , - • - I + + i ! VERT.. 1 -4 : ; : I 1 I : ; 1 I I : : t I t 1 . 15 14 13 12 11 10 9 8 7 6 5 PROJECT BENCHMARK: RAN G `;� AM ;'.�� <.: N iaMARI<: NO. 6�: C R =100.00' O 22 v o A=18'00'03" R =27.00' ~ L=31.42' �=89'54'53" DESCRIPTION: CHISELED " ❑ " ON TOP OF CURB, FRONT c' h� SEE SHEET 4 L=42.37' SEE SHEET s OF FIRE HYDRANT, EAST SIDE OF ETIWANDA AVE., 0.25 C4 12 C1 R =118.'41 „NISTA_ MONTANA PL. n MILES NORTH OF FOOTHILL BLVD., NEXT TO P.P.#T2785B � `��' 22 D=08'20'41" ^ 10 x k, PIVOT PL" L=17 19' o �, , ^ - ri N ELEVATION: 1224.855 p M N 1 h v A R=27.00 ° 1 ' �.n N DO R =38.00' -o• W^ '* // N w 2 n 1 ' �=198'00'03" '' ,�3 ^'��' II _-0 M 22 22 22 22 8' Um� 22 22 22 22 22 6� 8, i . m`` 12 _ U,n 4 89'54'41 12 18 + 18 % w Z ri L=42.37' --30' I W a • 0' {--30' M roi L=131.32' v-j '� o -ui co N .} r,so M ao - a, 1 / x �/� v f-y 11 N ao- ,n T ,o to 60 N^ co co 0 N 60' "' R =27.00' E-� PROPOSED 12 WIDE ^U a 18 0 m o ^ c? 11 ^^ ,n ri N I1 nil o `O cn O W :'` N !n I oII 3 • 11 co11 II all N^ 011 11 " S.D. EASEMENT DEDICATED G 3 ,,,,n N _ .4 11 N; N 3 v 11 1 fl +U o; o,-. co 11 +U p=90'05'07 Ito W TO THE CITY OF RANCHO CUCAMONGA 6 + 11 J3 a co rn 3 + ^ M B R=27.00' � o,� M � 3 c6 - c�31 r±� 10 - o 'Ilsr' _ i "�U N +J N J +� +J �=90'05'19" `= 3 +-' +� +J W • r+ - - L=42.45' O cn 18 ~ c�+ n N ^U ^v L=42.45' N (o 9 rn c5 co ci 3 co 0 ill c5 9 4 ; + 12 ,5*os 1 1 I) m_ � 18 3 18 21 18 +11 10 ,8 Ln 18 w C 1 1 113 1 1 � n� d'Ol 0 89 88 8? 86 i � �dol 0 pp'4 w D /�V) 14 7 r rt -- _..- 'c r - r- -- -tc� -�r- - - - - t --- - - A .- - -t-- -- -- - �_,- - z 1 1 - - - _ -..--•R- -- �-- Z - - b - -� r Q 5* 08C g3.8A 1 8 14 N8 - M _ - 4 _ -_--. . -- ----- - -- - -- M I ---- -- -- --- _ - - - a 0.0;53.34' :. 4�5_W C t - 16 B O 1, -� E ,_ 4 -- U 4 r _. - Fv � 9 _ _ 8 8 N89'53'54"E 8 r - 8 8 N89'53 54"E - 7 N89'53'54"E 7 E-+ 3 - - 18 -- - - - - `r' 1yr .115; 16 �� t0 18 7 9 N D+07 +4 RIVE OAKS 18 - -- _ j - - -:c��_mzotf - - - - - - - - 18 4 - -t 14 18 2 I6+60.00 RIVER KS DR.= 14 22 �y.. 3 - 2 - co _ - � Nz 6+69.95 PIVOT L. - - -- - - 1+00.00 VISI O�ITANA O T - -1 9 ��� . 18 O _. N - 1 4 N _ - - O 71D A9�� t u STOP .8 I, , /i co co 18 co 18 ,8 ,Rx r0�3 O O N 18 co�D ^N N O N N ¢o N N Io rr tG �,• x ' rni1 18 ra'i a o±I c»1 0 3 0°^ 18 '?il ail �? 4 0 4 �^ N- ,8 rn^ 18 �^ o,T 3 co- to- z G ♦ • 1 9 0 �3 �' w3 �3 co 11 „� ,n 18 u ^ W b A m II -� M u - '`c. wi M ^w3 - - N3 r� co3 3 n3 _�� 2 z 1 ria a;3 �3 436,j ,ria o3 W;3: M3 18 ,i3 : to .}J +J U M_j N J N J + +J + . 0 J MI O 8' �' ° r0 +J ^J d J O J +J �--J N J I,p J J E-. c.j �U ^U -U -0 U ^ci ri�� I- rnU +0 0000 c+oci ^� �v c+oc� r+iv �ici C�� - 22 N � �11 �U 'r'U � +�� 0' -- 30' �� C!1 co _ w 4 o 0_ 600oI n j n . 22 py _ 22 p 22 22 22 22 22 I-I U 11 22 22 22 22 22 22 O 22 22 22 0 + 11 M + 9 PINOT PL. 1 D -Ito 0 m ~ U 12 SEE SHEET 4 <^ Lo N Ln __T RIVER DADS DRIVE ,2 -1 -1 -1, '7_1 `1 OONOOUOOION NO00; 0 a CONSTRUCT P.C.C. 6" CURB WITH 24" GUTTER PER RANCHO CUCAMONGA STD. DWG. N0. 104, A2-6. C�_ CONSTRUCT P.C.C. SIDEWALK PER RANCHO CUCAMONGA STD. DWG. N0. 103 -A o- CONSTRUCT P.C.C. HANDICAPPED ACCESS RAMP PER RANCHO CUCAMONGA STD. DWG. N0. 102. ;; 5 CONSTRUCT P.C.C. CROSS GUTTER PER RANCHO CUCAMONGA STD. DWG. NO. 106-A. Ll ( I__�---- CONSTRUCT 3" (MIN.) A.C. PAVEMENT OVER 4" (MIN.) AGGREGATE BASE AND COMPLY WITH GENERAL �-- NOTES, NOS: 9, 10 AND 18 HEREON. Q 9 INSTALL STREET NAME SIGN PER RANCHO CUCAMONGA STD. DWG. NO. 401-A AND 401-8. 10 INSTALL R-1 "STOP" SIGN ON POST PER RANCHO CUCAMONGA STD. DWG. NO. 401-B. Q BY / DATE BY / DATE 11 APPLY STOP BAR AND STOP LEGEND PER CAL-TRANS STD. PLAN A24D & A24E. DESCRIPTION OF REVISION s ENGINEER APPROVED -1 a-- INSTALL 5800 LUMENS STREET LIGHT BY S.C.E., PAID FOR BY CONTRACTOR, COORDINATED BY zCONTRACTOR. GENERAL CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY MISC. FACILITIES, (LE. CONDUITS, PULLBOXES, HANDHOLES, ETC.) AS REQUIRED BY S.C.E. k-_ C11Y OF RANCHO CUCAMOKSA 14 ADJUST MANHOLE (SEJdER OR STORM DRA'N) TO GRADE ; Dan Guerra - - - - 16 ADJUST WATER VALVE BOX TO GRADE. s /r'f - �'I � � RECOMMENDED BY. `, tt'4 �� ASSOG14tPS _ " 1 2z�� &__=__ INSTALL STREET TREES PER STREET TREE GENERAL NOTES AND LEGEND SHEET 1. . �' . I. .,� : .11 /' I I " !6�(�( e V ` CML ENGINEERS • LAND SURVEYORS ;� '.': .� SUBSECTION SHEET ` .. - ,`r' p - 8331 UTICA AVENUE SUffE 150 21 INSTALL W-53 SIGN (NOT A THROUGH STREET) ON POST PER CALTRANS. SPECIFICATIONS. � • •3 RANCHOCUCAMONGA,CA91730 TRACT 16105 STREET PLANS 2 OF 9 (9W)�7-4306 PROJECT SHEET - a-- CONSTRUCT P.C.C. DRIVE APPROACH AND SIDEWALK PER RANCHO CUCAMONGA STD. DWG. NO. 101, TYPE R-1. (SEE PLAN FOR WIDTH) - RIVER OAKS DRIVE 1 •. 0 20 40 __�` i / `2+g 1 - DRAWING N0. 11 SCALE 1"=40' EL E. DATE , R.CIE29224,E�wa�'r� PLAN AND PROFILE /&& . , : . . �, , ? 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Y. --i - I : 1 1 a + + 1 1 1 1 + + + + + + +- 1 + 1 + + -+- + +_ + i + 5 C : -+ i i ; I ; i I t 1 I I t I i I i I i I i i i i i 1 I ; 1 t 1 1 I I 1 , i I I 1 ! � 1 ALONG TC PI ELY=60 65 1 i i i I i 1 1 I 1 ; 1 ! I ; 1 1 , I I + + + + + + _ 1 + + + + + 1 j 1 { + I r + t 1 t 1 1 1 1 , I 1 + . , ; , , 1 , I 1 I , p - , I i i IO I 1 k I i t I k PRIdPd�SED' Td� dl^ Cl�RB v I 1 i v I i I I I , 1 1 I I ; i I I I I I I 1 v 1 I I 1 i I I + a + t S SOUTt# 01- CENTERLINE mo t i { 1 ? v o M I IA , , v p i + + 1 + i , a 1 1 I I W + rr vi 1 a. ; I o �v t+: I I i I I I N . 1 I : I ; 1 I i + _ + - i + _ + , + : + ry t t 1 t 1 1 ; 1 11 Ca 1 i t! 1 1 , . 1 , I , I , I I ; 11 V 4r I µ 1 i : I I' r ; 1 , , , 1 ' 1 : , 1 i i , , , , , i , , 1 1 1-+ I ; 1 I t i I j An � O < t t 1 . I 1 + t � . + a I i i i + 1 . in n �+ ;m I i i ! I i + 9 I i i i + n 1 I + to of I i j I i o� _ 1 i _ i ; t I N :b ; I I _ -1 , u + ; , i � 'M , , - - : CO 'a 1 _ I 1 4 1 1 . f N Y7 tt d It 1R to } m 1 , I { m Q IN ►- U . < .11 II h N : os 3• I i + N .4 II =0.5o,x _ to � r- n: i I I i I :t- V 11 ry i 1 ' -- -- N I.- < 11 . . 4b1 ajy W' ? 11 to �_ < 1. �. k i i I i i aj 4j CY ; i ; : r <. i N ; , , , i�lt t + ? ; + , 1 ; %�. I I I I I I I I.7t09r TAN= 92AL I ; I 1 t I 1 I 1 1 1 1 1 1 f 1 1 1 - I 1 1 1 f I f I 1 , j 1 1 I 1 -. - .. + ; t -.. + _ I i i - i _' _.1 1 - �. _�._ _ -_+ -.. - _. -._.l _ - -_ -__y -- - ----L. -- __._ ..- __.._� ..__ ___- -.-1 -__ _.._+ _. __. __- .._ --.1--. i , 1 ' ; r , : , t I r I I 1 1 r . , 1 I , I I : - I I i , 1 1 f + i 1 . 1 . I , 1 , , , 1 , I I I , I , ; I , ; j + I i i 1 I 1 i i f ; I I i ; r 1 1 1 I 1 , i I , I 1 i i QIP ElV 4 59.31 ; t I t I { ; - - - - - - - - - _ - II JJ - : t + } + a 1 , + t + 1 1 + 1 l t 1 t 1 1 1 + l -1 + + _j + + + � + 1 I : , T t t t i I 1 1 1 I , 1 I 1 , t I l + 1 t ; i 1 : I I ; I { HP STA = 1+•83.44 ; 1 : I I I ; 1 I ; { I I 1 I I i I I I 1 i 1 , I I ' � � + � _ 1 1 - + - - I - 1 1 + + I 1 11 + 1 I t ; f 1 1 t 1 + � t � + # t -� ; I ' 1 ' ; I # + , � t t + ; I � i � + 1 1 � : { 1 i 1 11 i I 1 1 I t I I 1 , 1 I t I , , 1 « , I I i I ' 1 I I ; ; I I i ; I 1 1 ; i I i I t 1 i ; 1 , I i 1 I I , ; , ; , - -I ; i , « 1 I i : I I 1 I I : I I i t 1 i I i i t I I 1 1 { i , I a I 1 f 1 r i I i : I 1 'r i ' • i i I t ; ; ; i t 1 1 } « I I I + i 1 ' ; 1 ; 1 1 ; / I I i f I I • i , : i j 1 . • , I 1 , 1 i -+ -- + 4 ;_ + 1• f +- --+ + +.. _ __�-.- -+. + k ; t _ .. _+.-_.� 4 +. 1 -� y _+. -+ +-. - I +. }. y. y y- i- - - --+ k �- i I , ; , , , , , , 1 1 I I : , 1 I 1 , i 1 , I � i : I 1 i1 { I t , ! 1 I I � 1 1 ; I i r �, i 1 1 � i 1 ; ; � i- i 1 I I 1 I !• 1 ; 1 I I I I I . I I 1 l I , I i I I PROFILE SCALES: 1 i i I ; ; I 1 I I ; . f 1 , I I , { 1 1 I 1 I I , I 1 i 1 + I ) ) + j i HORIZ.. 1 -40 i i 1 I . I I I I I I I i I I f i i i I t 1 I { t i , i I i I i i I i i { I j • , , } , , r ; ; 1 I I r l , , , ff f 1 _ I + - I - y 1 1 + + 1 ; , } I : 1 1 1 ' VERT.. 1 4 i 1 I I I 11 1 I I i i i I 5 4 3 2 1 1 2 3 PROJECT BENCHMARK: SEE SHEET 6 �, 10 Ln o v �O 0' M G . , KArvCr-O C „CAV t,_'A �E !,CI+MARK NO. I b--: c0 R =27.00' ^ �f00DSTREAM CT. 12 . AlW) 14 Lno�� e y 1* 1 2 D-89'54'53" �'n 60' � 'n � 'n SEE SHEET 7 oo DESCRIPTION: CHISELED " ❑ " ON TOP OF CURB, FRONT UP� 0' 3 j J t° (3 `� ��` ('n p OF FIRE HYDRANT, EAST SIDE OF ETIWANDA AVE., 0.25 L=42.37' W Lt 12' 18- 8' 1 , m t� .4 u; MORNING CREST O V�' _j ' ON R =35.00' MILES NORTH OF FOOTHILL BLVD., NEXT TO P.P.#T2785B rn N 1 0 21 M too + M w PLACE \,�����' SEE SHEET 7 0°�,� to D=90'00'00" SEE SHEET 9 ° N 6 MORNING CREST PL. �ot JO R =27.00' 0! U, O oto o tri L=54.98• EAST AVENUE N M o °' Q` O 0 o' o Im -' ELEVATION: 1224.855 N - ' M II HO R =27.00' tl O O 00 ,* 11 c l p I air_* cl.li<� + U 18 D=89'54'53" + U O. O 0' � I3 22+ 1 1 M f- D=90'05'07" F_ x0 O 0' 3 + L) _ + 0 00I I I 18 LL R =27.00' c6 1 l L=42.45' L=42.37' 18 15 '`,�xk D=90'00'00" • 18�- i8' 1 4 ~OD-90 00 00" N +to 4 w i I ` \� ��i L=42.41' - __ ,�. �1, - H _ .>_..- ^ 9 L=42.41' Nom/ e_ -- - -- �. - � �`*- - - � - - 4 14 3 18 _ rr•-�� II -- - I - - - - - - < Z I \ - - - - - - - _. _.__. -- - - F-1 11 - - __-- ---G 5 w 2 79 - -_rt- - ,_ '�7`�" `� .- k _ 8 _ 15 14 8 18 T 2 1+00.00 HIGHFIELD DR.= 5 a, -- - o - - F� a 1 6 3+80.00 RIVER OAKS �89'S3'54"E . _ � z 16 8+43.28 MORNING CREST PL F�-• 1 1 '� 1 N 15� 08 ; I GETTYSBURG I - / / 1+00.00 WOOOSTREAM CT. otwo) O I - - - - -I - x • z 4 W -� o 30 0 T , \ = �� i STREET - II L ---- .I - �• .� I 1 , 6 1C [ 0 20 40 OR =27.00' �. - F ►` � V I 1 - - - - - - O6 .41� c C 1 1 8 f " D=90'00'00" 1 6 - - -� - - - o a o o i I / ♦ 8 v 9 A 1 =40 - - - W < r I I / � " 6 8 3 4,3 SC LE L 42.41' 18 8 � - I I / I 18 �' rO R =27.00' to+a 4 ^ - O 3 ^ v w I / I u� , D 90'05'07" M R =27.00' _ I I [di 1 8 ci� 0, 60 L=42.45' ao D=90'00'00" N 4 o I ( IV; `o N W LI 1 8-}- 8cr `o to o + 11I II u°fi II h N to to r- v I II L=42.41' o W) I II I I 3 0^3. o n ho � n ,N jI ho II '6 II- o ui SEE SHEET 7 �� �.; L Um L I Im 00 M -� M 3 0 3 3 3 in . to 1n 1 + ao to o r; _ SEE SHEET 7 0 + d p °D o r. 9 N SEE SHEET 9 2 1*u + . + + +� +J + + MOR PLACE REST MORNING CREST PL. 'i co 11 N � EAST AVENUE - MU N) MU NU NU -~ 11 z. 22 22 22 12 22 22 22 22 + ~ N � O D=90'00 00" L=54.98' tj RIVER OAKS DRIVE HIGHFIELD DRIVE CON51"UCTOO N01- O - - -1 _� �__ a-- CONSTRUCT P.C.C. 6" CURB WITH 24" GUTTER PER RANCHO CUCAMONGA STD. DWG. NO. 104, A2-6. 0- " CONSTRUCT P.C.C. SIDEWALK PER RANCHO CUCAMONGA STD. DWG. NO. 103 4o-- CONSTRUCT P.C.C. HANDICAPPED ACCESS RAMP PER RANCHO CUCAMONGA STD. DWG. NO. 102. &_::1- _7 CONSTRUCT P.C.C. CROSS GUTTER PER RANCHO CUCAMONGA STD. DWG. N0. 106-A. -, 7 CONSTRUCT 3" (MIN.) A.C. PAVEMENT OVER 4" (MIN.) AGGREGATE BASE AND COMPLY WITH GENERAL L u, NOTES, NOS; 9, 10 AND 18 HEREON. ( 9 )--- INSTALL STRE7 NAME SIGN PER RANCHO CUCAMONGA STD. DWG. NO. 401-A AND 401-8. �--� 10 INSTALL R-1 "STOP" SIGN ON POST PER RANCHO CUCAMONGA STD. DWG. NO. 401-B. 11 APPLY STOP BAR AND STOP LEGEND PER CAL-TRANS STANDARD PLAN A24D & A24E. A 3• 12 INSTALL 5800 LUMENS STREET LIGHT BY S.C.E., PAID FOR BY CONTRACTOR, COORDINATED BY CONTRACTOR. GENERAL CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY MISC. FACILITIES, , BY / DATE BY / DATE (I.E. CONDUITS, PULLBOXES, HANDHOLES, ETC.) AS REQUIRED BY S.C.E. DESCRIPTION OF REVISION DESIGN CITY 0- 4 ADJUST MANHOLE (SEWER OR STORM DRAIN) TO GRADE ENGINEER APPROVED -. - 15 ADJUST SEWER CLEAN-OUT TO GRADE . N 16 ADJUST WATER VALVE BOX TO GRADE. IF C15"w" OF HARVI •AM _ -___ �. - OPPA -� Dan Guerra _ « �' QQ�� l RECOMMENDED BY: &__ INSTALL STREET TREES PER STREET TREE GENERAL NOTES AND LEGEND SHEET 1. Q PROFESS/pN % 14- & Associates 9 q- ��V E. GUF !F 11 ­. : I " I . : ,)i I- G� -- 0-- INSTALL W-53 SIGN (NOT A THROUGH STREET) ON POST PER CALTRANS SPECIFICATIONS. k oP� ,p CIVIL��, CIVIL ENGINEERS • LAND SURVEYORS ✓ SUBSECTION SHEET I o� m , UTICA AVENUE SITE,� TRACT 16105 STREET PLANS 3 of 9 22 CONSTRUCT P.C.C. DRIVE APPROACH AND SIDEWALK PER RANCHO CUCAMONGA STD. DWG. NO. 101, TYPE R-1. w m RAIdCHOCUCAAAONGA CA 91730 (SEE PLAN FOR WIDTH) R. .E. 9224 - PROJECT SHEET (909)987-4306 u, &__ `rT9T CNI� o��,P v RIVER OAKS � HIGHFIELD DRIVE PAINT SOLID DOUBLE YELLOW CENTERLINE STRIPE PER CALTRANS STANDARD DETAIL 21. ,.,�./ f OF GAL�F , DRAWING NO. R.CCJE.;2s22a EXP 03x1-M PLAN AND PROFILE / 7(& . . . A : ! I .: - + + + 1 : - -+ + - - - - + I I 1 I . 14 .4 URB fi t i i T : , I 5 � C R�N. + t t 1 : , I i 1 j : , I : . , . I , 6 I I - -' i I i ; i ; i i i I , I i ; 1 1 I j i ; _ � 4. �. 1 �/ 1 I i ; ; l I h, i i I1 I I 4 , � ; i I i , : 1 ao - - + 1 1 SO Ob CV : iz 4 # 4 �4 f t + , . rt - + ; : , + * m ,6q - 9 ; 1 ! I , , 1 ; t i , 1 , dp 1 I I i I 1 , i 1 i i ; i II �9jj °� y ' PI ELV 69 3 j i � n Yo r; II 4 • j i 1 i aA � r i I i U- . , "' �1 1 U W w I ri I ; 1 i 1 U trto . II I y ; 11 f- i , 1 , 1 , , : C. to U rp � '� :a W M 4c ..+{ H to I i �: all In t� o + : . I t I I . 44 � 1 .41I . u . . I : . � + : I -� � - � . . i # #5 SRF j237k Ino + Ic 1. 1 N 1� G I 1 + + : , i i op 11 II , I '� n N ; i ; + � ep OD . 9: .p II i i :I[y rly , M M + n -- _. - _ F- 11 I I I ' I , I * + tt + t o V ! a Il � � t i i � + IA 50 ERS CU f fiN ►ry + M: N 0 1 Q r i H M i L� L�/ U 1 / f N 4 4 oI to 4 4 4 v� 4 M - 1 �+ to H .� of 11 Io Pl. ELY-48 28 \. ry o/ In I 1 ! w w - - -_ , : 1 . I �I .11 j so i I . d.: : N Q: I t � I I . F ! . ! M I a i I 11 > ; 1 °8 � v : , co � 100.00' RTICAL URVE ``W N I- I`n �- -0.77 °i : . . . � < < < U 14 : Pt LV=56.0 : IIIIIIIIIIIIII > ,�, 001 , : Lin I v c. w +M . : Hin H . H + 1 .Ob RTI AL URVE a m If 11 \0' O U U 6 o c,' I i i H.n 11 U v +- I o HP'STA' - 13+93.26 vI o H �• P.I =56.04 i 6 - i C -11, I I i . , : 'vT fly U �. 1 ' r ' -+ -+ _ _ HP ELY 69.2 Oi > i . In ro i.• n F I V 1 ; I , i'm , ; I I ! kn : : : 1 n 06 II II "C j `/ , ; , : : I II d' I Q 1 , , I : I H I 1 6 � 50;00 CV. a U 9 r_ % 4 ,� t P.I.=70.13 j I ; 5 C' U U V O 0 .2 �, i es T . w I s N b � 1 w :��� m Ki 1 V , , , O v , : , . . : : : : : ; : : : 1 > a t °og .n g h' k0.515X> qct o n . o If 3. �. m L; i t ; ., M } it W I �' N' wf I I , I 1 ; as t : / EXISfiING GRAbE + w, �. I i , II oI o ui { oq 0 I 2 ,� cii Iri I a N n , TUBE C N CfION - t ; F(1 9I$U . ap + + .�1110 o + M ll 1 M M + � + io _ , PER TR 1 711 _ ' ! I, ; . ; 1 , i I r l/1 w : ll _ g oI N W h' 11 a It 11 H 1 � i d l 2 t fi ; ;50 .VERt CU�2VE j 4 < 1 < t. pp iL. � v1 < 1 � 1 + M N N I= . v H ;n ��X 'Z.9t I j R 1 i I �• f s i X' i ; I i r f 1 i Q 1 2• , I I 1 RTI ii A I ; IIIIIIIIIII7 N 1• Ob C L URVE i i I © > Q �, to c.. or + � + 1 + � QIP-3�A-- 3+5�7�- + + - . ! _ "i I PI LV-56.07 ` P 6 T =4:OOX , , : . : a L _ : I , 1 i ; •d+ • HP E V - 89.69 1 I b h i U I I I I i 1 I j . , , : : © g u�i a z3 s * t ' POR#tON I . � O f ; y W ; i 1 ; . -1 i 1 : , N < of I .n 0 V R , o rini . o I 50. 0' E C u� �p n S , I a 1 I : "� M ap oI \� \\ I ELV- 0.17 t + + ao Ire U j i 6' - �' i .n aly v ! .n I d' - , 11 so I G �3.43X 00 11 I 1 2 • It I m ; i I i , ; 1 i I I 1 a ; , 11 < vI M , + ,p� T U U U 4 ['� II 4 oI n fi VL I: d a ; � � t i ; N �' � H m M oI Itl I I Ll H 4 �V' O: ; ; O N + ii I UI , _ - - _ , : : ; OI ,d 1 + + 1 �p5 1 `v� , I 1 rn ,b N41 I 1 r_ o I QO , , � f, o ' 11 - - ' - n n __ - -__ .- �' � 11 ri a a , +- + }- . RTN. h 4 + I- U , N .4 L/ EXISTMG ¢RADE m a II VI �- , :rry +40 M , , + Iti Iry ; Si' n M n i , I!- -, ftfu- � NSThU010N 1 + 1 ; + 2 `� + . tt rn �►� + + } pp •fr n { a m 11 d If \ C7' + A. Ib M I 11 . �1/ � a . . > U of . .4 4 /+ M PER TR 1 711 ;I In �I c tl so it '11 �n w `\� r- a 1 j + ics + 1 i tt a tt ; U' , II N l� r <• I F .Q . V . :50 E . , Rf CURVE v' I '� U U H i I L t ! I I � / I . tn� H .N H � i f UTURE CONSfiRUCTIO � r<.. . ,4 o ,j 00MI16 ; + < : 6- . PER TR 15711 (3 .. In h 11 is i H 1 'I IIIIIIIIIIIIIIIIIIIII� t t ti Iri 11 v A I . > ; i ; i C$ v I I I M t 1 1 � 1 j i o . . Li { , a a �,• HP ELV - 89.78 , Q �{ ; i +iri I[1 i O a i 1 i o- �4 I - c , I i HP STA 13 61.94 ; ; a , . cV Io l M � n � 1 � I ; 1 I i i : I ao ; , a aly1 t M ". : i I + , :n II 11 , 1 1 I I � tl °� Q' . 1 I ' - - , , I 04 °� 4 l : - 56 i Lig 1. n 2,t 1 t 10 'TlJb 1 t n d < 11 w v I�iI I- I I I i 1 �'�' I y 1 i 1 1 ; i v N i i ; + , , 1 X Q0. q ; 1 1 i i i ; 1 1 ; 1 1 _ , . __ + - + - , + I - - }_- ; - - - -- + _ - ,jT , -: + -+ + -+ + + t + + --+ +- -t + -+ 1 + + � y -_1 4 -{ -+ + i + � -, 1 + ♦ � f + -+ F 1 - i _ - , : , ! , 1 -I- , 1 , I 1 1 1 1 I 1 i 1 I I 1 + i i i -i : , , i ; : , , , : , 1 , : 1 I � i i , i i , i , 1 1 . , : i , r , 1 1 1 l 1 , PROFILE SCALES. , , , � � ' - I a ' ' : I 1 I ' I i i 1 , I I I ; + + 1 f + + t r + -1 1 f t I + t t r + 1 j I i + + t Ex15rrHG GRADE + , - -s , I , 1 1 I , 1 1 1 I i HORN.. t -�0 ; ; , , i I 1 I : I , I : , ; i i 1 , I i I 1 I 1 1 I I � I � � � + -- - I - 1 1 VERT.. 1 -4 � � ' � � I j : i r i i ; i , 1 i i 1 ' i i i i 1 I i : ; ; i : . i i , ; I I I 1 1 1 I I I 1 I I I I I I i ; I I ; 1 { • i ; y i r , , , I 11 i r ' I 1 i j i 5 6 7 8 9 ��. 4 R =2,•00. 10 11 12 13 14 15 PROJECT BEN!QHMARK: 11 In Q D=76'5 0' Ci_ v �:_;` � '��. MA K NO. 65. (� L=36.22' W `1 G ,� �'v 22O$ R =318.00' DESCRIPTION`:J CHISELED " ❑ ' ON TOP OF CURB, FRONT Y 3 SN aI' 22 - OF FIRE HYDRANT, EAST SIDE OF ETIWANDA AVE., 0.25 CPk SEE D=76'56'41" MILES NORTH OF FOOTHILL BLVD., NEXT TO P.P. T2785B Ic � In clq- O L 427.05' POR =27.00' `�`m�1. \ I J M 3 D 0)� 22 ELEVATION: 1224.855 D=90'05'19" �'� 21 cp 3 + - �+ TOR =300.00' L=42.45' n�r� 11 \ ' 4 0 co J D=83'41'12" x • M� L=438.18' \\ '•A 10 0 J h'ii 12 �' C\ ---- -- __ fi- ci 3 2 2 _ 9 % 4 a 1S` 16 • _:•.__ _ • ^J' O O D=89859048" CONSUC_"ION NOS 5; ACID P \ �-� 18 • V � ^Z, L=442.95' - N 18 � 6S •06 Q 8 i � ��. A k 18 0` k � < < 16 2 � 18 .^.\)* 3/ 22 a CONSTRUCT P.C.C. 6" CURB WITH 24" GUTTER PER RANCHO CUCAMONGA STD. DWG. N0. 104, A2-6. it - 22 3 • 4 14 • '`w M , 3 CONSTRUCT P.C.C. SIDEWALK PER RANCHO CUCAMONGA STD. DWG. NO. 103 9 O0 2 `.' (Pt9 n" 9 C. _ � ` ti�1 �-- � � SSE N� c^ < N 0698 - R • - 18 1I // 0- CONSTRUCT P.C.C. HANDICAPPED ACCESS RAMP PER RANCHO CUCAMONGA STD. DWG. NO. 102. SEE .0 � k i • • S ; .. c9 12 �` •� '4. 'u+ 111 • �- • �ryV �Q 5 CONSTRUCT P.C.C. CROSS GUTTER PER RANCHO CUCAMONGA STD. DWG. NO. 106-A. Q ak+ \ 21 s ' ANN ,oo'A6 n • T + 7 CONSTRUCT 3" MIN. A.C. PAVEMENT OVER 4" MIN. AGGREGATE BASE AND COMPLY WITH GENERAL II �= CNV` 10 11 .... v' • No0 � � k � � 18 'r 18 r 3 �� U � 22 (MIN.) (MIN.) �N - \ $ • iO r +* • 18 NOTES, NOS: 9, 10 AND 18, SHEET 1 03 2 h t o - - � N � .ti • ro 9 INSTALL STREET NAME SIGN PER RANCHO CUCAMONGA STD. DWG. NO. 401-A AND 401-B. 0 W \�- ao 4 18 / 18 ` o N - 3 x�Oy1�\� 10 INSTALL R-1 "STOP" SIGN ON POST PER RANCHO CUCAMONGA STD. DWG. NO. 401-B. ro �� 18 18 •a 4 0 18 r N. r 22 12 22 v 18 &� G ' 11 APPLY STOP BAR AND STOP LEGEND PER CAL-TRANS STANDARD PLAN A24D & A24E. p ��� B 8 11 � • O .� � _ 0 22 12 INSTALL 5800 LUMENS STREET LIGHT BY S.C.E., PAID FOR BY CONTRACTOR, COORDINATED BY r � 3 N 16 - � ., p 22 h p 1 • 18 �0 . 12 CONTRACTOR. GENERAL CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY MISC. FACILITIES, 1 �,PZ NS 9 s r' 22 c_ + �I //0 I \'Lx9 ,� (I.E. CONDUITS, PULLBOXES, HANDHOLES, ETC.) AS REQUIRED BY S.C.E. (w \ 21 G� 10 ,x 14 G. S5 cP11, w� • � �, Noy 4 3 = \\ O R =300.00'" �G xp'S' 14 ADJUST MANHOLE (SEWER OR STORM DRAIN) TO GRADE m o,A6-kJ;,_ =' D=06'18 35 1 2 \3 � • $No�O i � 14 O R=27.00' 22 N L=33.04' 22 • a- ADJUST WATER VALVE BOX TO GRADE. d i 14 1 1 �O n D=90'05'19" 0� OV R=27.00' o a / 2 4 ,, Q �� L=42.45' L9 `3 , 18 D=90'00'00" CA • &_ INSTALL STREET TREES PER STREET TREE GENERAL NOTES AND LEGEND, SHEET 1. 3 iv 00 7 N ( L=42.41' z N • ' NW 2 21 INSTALL W-53 "NOT A THROUGH STREET" SIGN AND POST PER CAL-TRANS SPECIFICATIONS �aQ II PINOT PLACE x.0 ., ,8 • Li o A 22 CONSTRUCT P.C.C. DRIVE APPROACH AND SIDEWALK PER RANCHO CUCAMONGA STD. DWG. NO. 101, TYPE R-1. ,. Ir a 28 • ' 10 n� �) a o �� �'I v G R 1 OC, 3 95 (SEE PLAN FOR WIDTH) U r. 2 2 3 \ 5� 6 o u o a 3 `o'N O j W � • k 69 0�'F 28 CONSTRUCT TEMPORARY EMERGENCY ACCESS GATES TO THE SATISFACTION OF THE RANCHO CUCAMONGA 00--.)u 18 LA w 12 1\ _:!�, a FIRE PROTECTION DISTRICT. SCE" rJrpTEC'T J II MD. Fi1R 6/4TE DerAl�t qyp ,q e.'I Li Ar 18 '-\\n In M 18 /rogD /M"vvG N7c�,vTf �\ o O R=27.00' " p °' ^ 9 C) 0 p D=89'54'41 t' cp o Q EC• i^ `� '�0 L=42.37' 'mom c+n o �'`• kI8.2 1 1 �.\� I t' V J+ 40, - % �__ . 0 �% SEE N5 r 53' ao� ,.t� $- --- s ,A (G 10 I 4 , __� P\GE P� 9 ~_j M V 3 P�NO_NS PNP '� -- � 55 M • � J �,, ,�", Akzo JAS • _' 4 � 6XLZ 565 _ i�_\ 0 " 4 0 �� J� Vim` • LJ y� s BY / DATE BY / DATE . , `�`' L DESCRIPTION OF REVISION ul "� DESIGN CITY ENGINEER APPROVED -, 1 , mwClICArOKIRA Dan Guerra - - - , j• QROFESSIpN '•� � RECOMMENDED BY -- i & �ASSOGIAfPS / /� -,• ,l oP� X� �w �, IIIIIIIIIIIIINIIIIIIIIIIIII- SUBSE ION SHEET L CML ENGINEERS • LAND SURVEYORS 6ilr( , 2 Z 8331 UTICA AVENUE SUITE 150 i1 W �'��I m TRACT 16105 STREET PLANS 4 9 m RANCHO CUCAMONGA,CA 91730 OF -� w R.C.'E. 29224 � (909)967-4306 -- --,- _ PROJECT SHEET �. `rT CN1� �P ��� -� 4t�o I PINOT PLACE - 0 20 40 TF OF CA,0� DRAWING NO. -11 SCALE 1"=40' E o DAA / R.C.I.2922x,1�CP o3�1 3 J PLAN AND PROFILE (� . 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" 65: 11 EO R=27.00' L=17.80' vl cn a D=89'54'53' L=42.41' L=42.37' Q rJ`` 22 � DESCRIPTION: CHISELED " ❑ " ON TOP OF CURB, FRONT z� RIVER OAKS DR. rn 22 22 22 22 22 22 PIVOT PLACE o 22 Nv <Qrn 14 U N 22 OF FIRE HYDRANT, EAST SIDE OF ETIWANDA AVE., 0.25 ao ,n atO a �N00 v �I MILES NORTH OF FOOTHILL BLVD., NEXT TO P.P.#T2785B o Y SEE SHEET 2 M 12 12 SEE SHEET 4 d t v 0 � f11 0 4n 3 6� . O J N + J U N ELEVATION: 1224.855 <0 30'--!—30' L ^ 6p' 30, LU, _j m_j .6 II- c�c�� w II o L) r. �ir 12'-. 8�----1 12' tr'0 30, .- • o v n v,* 0 3 7 - it > �, �.; Ill _� _ Q N o n 10 • g--'-1 In O ^ �° a°Do� rn ao°' +� rn 3 > ^" 85 r N N N -* II O m- m� , _ t0 N II nc°i0 rON� OU + - 1 M^ N� l° 00 in II ,6 12 11 3 - + + CON511�UC1'ION NO� 5t N� Ln .t II Y II Y3 3 a0 ON °0 II Mo 0 11 N 11 noU , u I Lpn E +U m3 163 0j3 +J +J 3 + �3 _:G V V + ~ ci n� r- I l ~ 3 00 �., --� 3 N +J +J +J d� ItV N �V 0) f1 W 8 ;E — 0o C:a _ Z ,o N �� NV 83 M(j MCS 8? g1 79 16 In� ,f Icy W / .) +� 9 UOlJI- 4 • CONSTRUCT P.C.C. 6" CURB WITH 24" GUTTER PER RANCHO CUCAMONGA STD. DWG. NO. 104, A2-6. -- -j-- - �- _ -� � * -_�___ -- -rte -f- r - - - -- - r tat 1 �-� `O • • • I • Y• • • • n /I 1 6 • < 3 CONSTRUCT P.C.C. SIDEWALK PER RANCHO CUCAMONGA STD. DWG. N0. 103 "l 11 / z v- o o z M4 W Yf� 2 4a CONSTRUCT P.C.C. HANDICAPPED ACCESS RAMP PER RANCHO CUCAMONGA STD. DWG. N0. 102, 4 O z M - t- - -1 Z~ - o 00 1 4 1 I I � M 1v0 I 4 v � 5 I G� 6 / / 1 7 _ 2 S _ N00'00'S9"W 8 7 0 2 9 tl �` �`�, �` g X _ 11Nf,I ao " 8 ! 5 CONSTRUCT P.C.C. CROSS GUTTER PER RANCHO CUCAMONGA STD. DWG. N0. 106-A. -� -- - l a - - " - - - -- - + - r - 8+08.52 C.L. VISTA MONTANA PL.= �' :� I 0 i I "'I 11110 14 69----�--� T - .1 1 X 40 9a 1+00.00 C.L. WOODCHASE CT. c 14 MT M 6* 14 7 CONSTRUCT 3" (MIN.) A.C. PAVEMENT OVER 4" (MIN.) AGGREGATE BASE AND COMPLY WITH GENERAL `1/ J.. NOTES, NOS: 9, 10 AND 18, SHEET 1. 11fi , ', - - � S X 9 INSTALL STREET NAME SIGN PER RANCHO CUCAMONGA STD. DWG. NO. 401-A AND 401-B. m 01 .i") ,, 11, ,/; ) i.i Cj i I ,1, ,1� );i Z W �/ Y' 0 XOR =58.00' " 10 INSTALL R-1 "STOP" SIGN ON POST PER RANCHO CUCAMONGA STD. DWG. NO. 401-B. O R =27.00' `/ `> > \'�� D=109'51'40 Z ;. 3 iv 3 N 3 21 �n Y oM.O.C. 1% L=1 1 1.21 rn F _0 Z g D=89'51'38" ui - 11 APPLY STOP BAR AND STOP LEGEND PER CAL-TRANS STANDARD PLAN A24D & A24E. 7Ill so N o 0 a L=42.35• II rn - - - - s73 � N N N o M 3 00 ► M 2 _ 12 INSTALL 5800 LUMENS STREET LIGHT BY S.C.E., PAID FOR BY CONTRACTOR, COORDINATED BY 6 m n^ o l M n CONTRACTOR. GENERAL CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY MISC. FACILITIES, 11 s0 � ao N � � ^ w u� M � I I O I I o f ll �n I I �o I I � �z +3 m� X 0 2 c` �? o 11 o - o II 1n 11 0 o II ,6 3 0 3 l 3 r,3 N a n cS - - (I.E. CONDUITS, PULLBOXES, HANDHOLES, ETC.) AS REQUIRED BY S.C.E. C: 3108'!-- 0'-- 30' w N 3 ,6 3 r: 3 3 0 Ni 3 N 00 v ., 00 + ll 'b ,, c_ 12' 8'-x--18' 12' 0 n , N n °f d ao +J + +� + + 40 > 0 N ao v O Ni ± ti N cv c i ci + _j , M . It 0 1*U 'n v Ln 0 t0 J J r.i� Z 14 ADJUST MANHOLE (SEWER OR STORM DRAIN) TO GRADE - RIVER OiKS DR* +U 12 12 0�Ill +t0 ! ► o w 16 ADJUST WATER VALVE BOX TO GRADE. SEE SHEET 2 22 22 22 b 22 22 22 22 22 22 l N 22 l fi o 3 + 3 ► 18 INSTALL STREET TREES PER STREET TREE GENERAL NOTES AND LEGEND, SHEET 1. _ R=27.00' `O _ _ �l O D=90'05'07 ► - - � 21 INSTALL W-53 "NOT A THROUGH STREET" SIGN AND POST PER CAL-TRANS SPECIFICATIONS L_.) L=42.45' VISTA MONTANA PLACE H a CONSTRUCT P.C.C. DRIVE APPROACH AND SIDEWALK PER RANCHO CUCAMONGA STD. DWG. N0. 101,-TYPE R- 1. (SEE PLAN FOR WIDTH) �' 1f00DCHASE COURT -, 0 20 40 SEE SHEET 8 SCALE 1"=40' - L 11 c Z�lI_1 l 0 c_ BY / DATE BY / DATE w 0 DESCRIPTION OF REVISION DESIGN CITY c ENGINEER APPROVED y a� 1v`l OF CtIVARNIMPA -t Dan Guerra _ ---_ 4 RECOMMENDED BY: QRpFESg�H,q 1 ,Y _ /� 't 697 o � �` E. G F� F` � & SSOGIateS ' : : / CLf C , ��/ oPp P / I/ 2 +� � C' CML ENGINEERS • LAND SURVEYORS ° SUBSECTION SHEET n � RANCHO CUCAMONGA,CA 91730 - W � ► '03 m 8331 UTICA AVENUE SUITE 150 �� 16105 STREET PLANS 5 OF 9 R.0{E. 9224 '� (909)91l l �: ---- PROJECT SHEET _i: 151, - OF CIA`\Fo��\P �1 3 i VISTA MONTANA PLACE b� 'ti� DRAWING NO. DANIEL /,� PLAN AND PROFILE 170( ' _ 1 1 I . , ; 4 . 1 : ♦ _ } -} f p�-�:y+} 1 -J� i {I - - - - _..- 1 - 1 1 I + 1 i iPRO OS6 tOP :OF CURB 1 Li. 1 1 I ! U ; i I i i i I •I i _ i i 1 I i o I 1 ! i I I ELV 65.88 1 ' i i P # , t ; i ; + t O ; t I I 1 1 i , f I J I .f t 1 , I I I , ; I I i 7 i I 4 �.3 8 aQ I i I i I ! I ; 1 { t I I { I v I i i � i 4 J 1 t + t � + + r _ t + � 1 ! I �' i I I 1 f � 1 I I I I , I i I m 1 •{ ; j 1 f� 1 r m' I i 1 , i I l t 1 1 , v 1 3 3• ci: to I i 1 1 t S, i 1 ; 1 1 t / % 7' t I t , to i 4 N U , r 1 i N I i 1 1 M t , +: M I t I i i i i i I i , I i I i ! 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AvIi URB STATIONING : i It j ; 1 1 a ; i ; i ; i i ; ' i i I 1 ; i i r 1 i t + i i i : i i ; i I ; ; i i 1 i I + f i i i , i I 4 I f 4 i } I i + + i t ; + i + i ; � � I f 11 I I f 1 , , 1 ; 1 , I t ! i i 1 � I I 1 t I { J 1 I I � 1 , , I � I i i j - � i i 50. VERTI CUkVE I 4�7 A- 1 a S .00 t i I i i I t i � : , I I � i ; I I i I i , I ; : ; I : FC-54.00 P( ELV-65.85 ; 1 1 t { t a t to RO OS f . Oi(IG N RLIl� I 1 \t 1 1 } O .S AL dE E I r x ci 'o i I ! ! I I I I I I I I I i I I i . 1 ; , i t w + I , t 1 0 , f 1 1 I x i _ I ! I ci J i o � 1 I � I ; ; ; I i � + 3• I I I I i I i � I I i i i i I I I i ,< , + { 1 I i I 1 , tt l 4i 1 + + 1 : d t + i i h h } i • i i �� i V i I i i i • W :110 i I i 1 i I I 1 i �O { I 1 ; - N t i , } i 1 I a+ N , 1 I �• p I i i i i V i ; i I I i i i ; i M � i ( i l i i i i 1 , i I 1 00 i i i i ; ; i �v , i , 1 i i I I I : i I , , 1 , , , < , , , 1 1 -t I , { + , + } , + lm 1 ti H r k10 + i t- - -� + _. + _1 I 1 . 1 J 1 + f . , . I N *t Q 11 A I 1 V O i , i 1 , I , O + 4'% 11 IN I I i i i i + bt i ! I i Fn m ! + -i rk ; t�i 4 -, , + ,m� {A V �< + i IAV �t r 1 . i I + _ i 1 1 I t , ; i 1 1 I 1 O 1 I i 1 m M I ; 1 1 1 , � of i i ; ; ! i ; 11 , , yy..�� i , , O N M itr I g , + t0 If N i i i + 1 1 1 I � , , I I , I : I 1 i , r i , , p oD .f i I to 11 - 9$ 'r 1 1 t 1 I I II 11 i N:t/1 tL I ; I$_ } i t i i I , . I I i I I , I II 1 r N " I I • 1 ! I I ; } + N , I��%kl I 1 ! i i i i I , r < al - N i i Y + t 1 , 1 t I 1 i 1 + p 11 N i \ . H 1 ; ; i i \ i i < ; I i , i i I i 1 ; { i i I i i I ; 1 i ik t ; t t + 1 t I ] } , ; 3 I 1 I r i i 1 1 I I I f i I I I I I ; I I 1 + 1 , 4 : ♦ , + 1 .. + ♦ ♦ ♦ ; , + i i -: + -.1 : -... i + _ 1 ;�f- I� : _.�. _+ �J}�� i I J- 1 -+ l 4 - { I I I 1 1 i I I + 1 I - I.1w.W I I 1 ` + -1 i -+ i -1 + : + + + _ i , - 1 -1 - i. t - i _ _ I i 1 ; + I t I + 1 I , I { I i I + ; �. I ; f j I i i 1 - f. i i I { - i + ! ++II I i 1{ I I 1 ; I i I i ; I + - i i I I 1 { I ! , , I I I i I 1 PR, PO ED TOP OF CU, B 8 T. 1 I + 1 b 1 I + 1 V- 1 i i ; PI EL 65.88 i � ��, � ; + , I I , t i I i I i , I i i C ; I I I i I w { ti m� � i ; I I I i 1 1 I I , t I t 1 i i 1 � i + 1 1 1 i i 1 i I ; 1 + + t , I i , { , 1 �.�CB.RfitIF. I . I ! i N' � , i I i h- i i i I i 1 i 1 I � i i I I I I I i OP 1 i I lI 1 I I ! I 1 �I I , } I I , �' i , "� G i i I i �' 1 i 1 1 � I I 1 I i 1 I t S: 1 _ i 1 i { i f 1 + 1 t { � I + i 4. , 1 i � -+ + i + + f 1 1 1 , t 1 1 � , 1 t 1 i ++ t0 71F r f N i I � 1 1 I 7 � � u� N o' , i,N i i \ M I I i O t0 V' O I a i I(LJ�i NI i tOf + Ir�p +11 , f ! hI ,M II ! I to I .t0 to O I 1 I I I I v ; i I I i + 1 U , ll I ! I N ; � • T, �t a�' II f 1 t ! 1 i I I 1 H M U 1 t0' , ; ; , A tl , ; I11 � I I I ; 1 I . + 1n. II I 1f 1 i h t0 , i , ; } , + i i 1 F 'V 1 i , If) 1 < It 11 + 1{ to 41 I + + + 1 + ff : : 11: to rr , I + + + 'H ; 1 i 1 N !� Q i I W _ I I U i I F .50 I 11 U 1 ! 1 w S I i � 1 � � i I r 1 ; 1 I u of i < � I 1 I 1 ' t I i . i N + i /\' ; I { i i i _ ; i i i i ; i i i ; I f s- 0.50X ; ' , i i %.�IA.=14�8.11�11 URB STATIIONIW . ; ! ! 1 I 6` { f t i ; 1 i 't . r ,9I I 9 I I Ii 1 - - i , I I I I : I I , r � FL-54.19 I I � I { I : ; - 1 � + t � # i I I 1 1 , i I 1 I i f f + , i I I 1 I f f ' f { i I , ; i , I f 1 { i i I i ; i ; I 1 + I ' ! i i I i , I ! , { , 1 i + ! i I I , i I I I I I i { I ; I I I i i i i + i ! I 1 r , ! , I i ' I i , , i : , -t + 1 1 , a i , I , I i 1 + i 1 + , I 1 1 t t ; t 1 i } f 1 t 1 + t 1 t i { 1 I i + 1 t 1 I ; , I I , ! 1 I I I i I I t I I f + i i I r ; i i { ; f I i i i I i i i I i I + i i i I 1 i ; t I : r i i i i I 1 ; i I i 1 i I I i i 1 i , i ♦ 1 - - _ _ - I - - _ - - _ - + i + + I i + _. + + + + i 1 t - - - - --I + - + I 1 - 1 ' -- _ - - I I , 1 t , I + t 1 i i , 1 ; i - i 1 + + + + --+ - t -t _+ t -t • 1 _ _; _ _ _�_ _ _ _ + _ _._� _ - 1_ + I i i 1 I I i -.�.. I i I ! I 1 i fi i I I : i �- � t r- � I. -j I I ( + i I i i ; i i j I i i i I I ' `` 1 I I I I 1 1 t I 1 i t I ; i I i ' i ; I I ; i I ; I i f I + + + + I i f I i + I f 1 ? 1 I I I 1 1 1 I ; I r { I t 1 i I 1 i I 1 1 4 1 i I + I 1 I I I I t I I i } - 1 -I - + 1 , i + 1 I , t , + - { l4 - It + } f +I I , f } I I 1 } I ! 1 + i , ! 1 i I i I 1 i I I f 1 i I 1 1 1 f I + 1 1 I f I 1 I ; i I 1 1 I ! 1 i i i , I 1 i 1 I I { , ♦ 1 , i , , 1 { 1 I I ! I i I i + ! 1 i _ I 1 t { I { + 1 - i + i r + : I : , . , . : , _ I _ _ i i I 1 i I I + t + 4 + I + t. 4 ♦ - + -.-.1 -.1 -. � -.. - a - f + + ; _i-- f -+ { - - -.. -.. - -. t l �. t- +- - + _.-.-f - -+ 1 +-. _ -� __.- -._- i.-._+-._� ..-_� + I , , , , f + t ; ; , I t f + + f + ' , ! , 1 I 1 ( 1 I i I , } I i i i + i 1 I I : I i ' __ ! ; i ; I i I I ' 1 ! 1 I i f 1 I 1 1 1 I , , I ; 1 : f t i I + f : - , t I i 1 t - ; i : II 1 - - - - 1 i : 1 i i I f I I I I I I 1 1 1 I V , I I 1 ; ± 1 I ; ; I I i ; i i i i ; { I 1 i I PROFILE SCALES: .1 , I I , I : i i , I ; i I 1 - - / - I - I _ 1 _ - i ; 1 ; I 1 -{ :. J 1 +. , + �. y. +. _.+ t -+ + 1 -+- + + _+ -i + + i i- + + -t -� i -+ + , i ♦ + -i ♦ . + , : ♦ ; a _ -, : + �. f f - _ _ _ _ + _ j _ - j 1I ff f , t I , , , 1I , , i -; , -� # • i I 1 i I ; f i i l i ; i I i I I i i I � t I HORIZ.. 1 "=40' t I I i i i O I , i I i 1 { I I I i 1 I }f t I I 1 I I ! » f i i _- i I ; f 1 t f , ; I + # - 1 i - t } t + ; ; 1 f f t I 1 1 1 1 1 1 { 1 t t t f � � i 1 1 � I 1 1 , 1 I }}{{ V 7 I ERT.. } 1 4 ; I i I I 1 2 3 4 5 6 PROJECT BENCHMARK: CONS�UCION NO-100 �c r.�c 1 �M P" N�. - - DESCRIPTION: CHISELED " ❑ " ON TOP OF CURB, FRONT OR =124.00' OF FIRE HYDRANT, EAST SIDE OF ETIWANDA AVE., 0.25 D=15'26'06" c;; 22 22a-- 22 CONSTRUCT P.C.C. 6" CURB WITH 24" GUTTER PER RANCHO CUCAMONGA STD. DWG. NO. 104, A2-6. MILES NORTH OF FOOTHILL BLVD., NEXT TO P.P.#T2785B j�]�,�� �(� 22 L=33.40' m tri 3 CONSTRUCT P.C.C. SIDEWALK PER RANCHO CUCAMONGA STD. DWG. NO. 103 ELEVATION: 1224.855 RIVER OL�I1►J DR. 22 22 22 22 22 - U ui 12 u I a u Q� 4a- CONSTRUCT P.C.C. HANDICAPPED ACCESS RAMP PER RANCHO CUCAMONGA STD. DWG. NO. 102. SEE SHEET 3 � 12 (0 N M � O• M II v_j a',6 'n H o II �� 22 G-7-- . CONSTRUCT P.C.C. CROSS GUTTER PER RANCHO CUCAMONGA STD. DWG. NO. 106-A. �0. J m L� v W to d to N to 3 IN ^r° .14 + �' 30 30' �`' - � N N to M 7 IN u)1 N ,o rn II �o m Ln� + J (d _ 8' 8' 1 0 Im II tO rn II rn H a, II II M `CD O 18 �n 'n v A /i 7 CONSTRUCT 3" MIN. A.C. PAVEMENT OVER 4" MIN. AGGREGATE BASE AND COMPLY WITH GENERAL -89'54'53" 12' �'n C'3 ^3 N 3 ri 3 tri 3 W rn hX�� 3 NOTES, NOS: 9,(10 AND 18, SHEET 1. (MIN.) _ to II + +U + L=42.37' 9 ± 10 ±c� 18 3 N c i c i i c� M-i 3 18 ;� L) 4 .*~ , L N Do N 11 9 INSTALL STREET NAME SIGN PER RANCHO CUCAMONGA STD. DWG. N0. 401-A AND 401-B. a49 �# 7 `+ 4 4 �� �- �{Q rn 3 Ai D=230'52'13" 10 INSTALL R-1 "STOP" SIGN ON POST PER RANCHO CUCAMONGA STD. DWG. N0. 401-8. + L=139.85' 11 APPLY STOP BAR AND STOP LEGEND PER CAL-TRANS STD. PLAN A24D & A24E. � 1+00 G /. ___ • _ __ ___ ____ 11 _____ _ _ _ 2 12 INSTALL 5800 LUMENS STREET LIGHT BY S.C.E., PAID FOR BY CONTRACTOR, COORDINATED BY 00 C•L Z� 5 W8^ _Z o-� - yyg" + CONTRACTOR. GENERAL CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY MISC. FACILITIES, 3+80.00ODS ,EAM CO _ O C.L.C14 Mao 1 g 12 (LE. CONDUITS, PULLBOXES, HANDHOLES, ETC.) AS REQUIRED BY S.C.E. LRIMER OAKS DR. I cn 18 " _ 2 T " 1 g N00'00'S9"W 16 Z_ 8 " - 11 7 � T I 8 18 -f -1 Z � 18 7 �� ® a- 4 ADJUST MANHOLE (SEWER OR STORM DRAIN) TO GRADE .- � T0 18 7 6+10.85 Cb., M.O.C. 15 ADJUST SEWER CLEAN-OUT TO GRADE -, � b5 ,g M Z 18 Al TC=66.66,FL=66.16-- `p W � _ �- 14 16 ADJUST WATER VALVE BOX TO GRADE. It _ zn tn 4 J ", `� J, J (.) 3 9 18 INSTALL STREET TREES PER STREET TREE GENERAL NOTES AND LEGEND , SHEET 1. I to O z'i � 0 18 N N N 3 N rn `� l n�I 21 INSTALL W-53 "NOT A THROUGH STREET" SIGN AND POST PER CAL-TRANS SPECIFICATIONS It 0 3 3 ^3 0 3 ^3 N 3 + `� 3 �; 22 CONSTRUCT P.C.C. DRIVE APPROACH AND SIDEWALK PER RANCHO CUCAMONGA STD. DWG. NO. 101, TYPE R-1. _ v 71- L, c00•t ' ao 11 .6 Ln + SEE PLAN FOR WIDTH H R=27.00 ��- 30' w + . J ^J � J U J to U ( ) �D=90'05'07" + + + + m � 0- � L=42.45' _ 8=-`--•18' 1 U N U ,.� M U 1 2 m N _ 12' I 0� 0 0 11 N 0 1-e l l ci to v 2 2 l�w� 3 ; d u rn o 3 .4 tic I_: 3 `'' L` v c1 m to ^U CO N RIVER OAKS DR. ± + �, „ + M M 3 •11 .I + U dU ^ J 00 "* F- i� t0 +J U L, n J SEE SHEET 3 22 00 c11 �`J N M �n-. 1: 22 12 22 22 22 22 22 F a, 22 +U 22 WO OI) STREAM COURT �~ t,--__ F, *`1�__ ��� - La��� 0 0 20 40 SCALE 1"=40' Z\ u u, 0 �' s >' BY / DATE BY / DATE 0 DESCRIPTION OF REVISION DESIGN CITY ENGINEER APPROVED , --I- ( - rOF CUP/TT9VrwA______ -�� Dan Guerra - - EtOFESS/� p� / RE OMMENDED BY: P H � it• & Associates l// L411�0;P�\F E. GUFF<< � - IW { (((/// o �'I Z CML ENGINEERS • LAND SURVEYORS SUBSECTION SHEET � R.( .E. 9224 rn RIANCHOCl1CAMCNGA,CA91730 0 3 rn m 8331 UTICA AVENUE SUITE 150 TRACT 16105 STREET PLANS 6 OF 9 I171 . (909)987-4.906 - PROJECT SHEEP LL sT cNiL 4"1 /yf/o, OODSTREAM COURTr' OF CA-\f0(; DRAWING NO. b R.C.f.�4,EXP 03-31-03 PLAN AND PROFILE 1 76, A c� : 50.00' VERT. CURVE : : : : : - : . PI ELV=56 89 . I ; CURB I i I i i i i i 1 1 1 Z• i i 5 I I , 1 , : r ; , , , , , : r 42.3 C>�_RTN. + : 1 : .: : ; t . 1 1 2.4 C�.RT . , I , i , + : : , : , I i I i 1 I ' i ' 1 I . I t 1 I t I t W 1 ^ 1 1 { 1 I I 1 1 1 t I , I i I I 1 1 O f , I 1 1 I i 1 I f ; i i I I f 1 n 1 I I 1 f , i 1 I I t 1 1 { I , ISI 1 1 i i - { I 1 1 HiQ T I _ ,o to �o �, TO �: . : , : I - '�0 T 0. ,RT.CJURV 1 rn;l o h i 00 VE` ; , c0 n: Q!:O N' oQ I i O ; ; ; + + t I + r) + : n" - + -+ t PI ELV=68.06 + ; 1 + 91 n + , ; . 1 . +. ' �, In. m Co 1 + ♦n 1 II ,n I N f7 cI' w w 4 , I I n:Iu� tl �i 1 fo ,* t n f - j n - rn u. c, _ 1 - 1 +I m E) fJ ,. 11 i tC 4: 1 1 $i 11 a l 'II i ; i I Q. ; I , a' II t i T Iri , IA i F O t0 U _ 1' TAN OOX' vi _ n Iri IU t 1 i eC � � � n' h I � �N y d u c� i > v In IA IA f- rn i I.i r. .,� U 11 µ F- + ; 0 4 tt + •-0.6 F- U tl o �p y v 1 _ _ i N ## i Pk U n fh i F I i ; :fy � i i i , -�-1 O ; i f- r- r. n : Cal 1 �D I , I 1 -Y 1 i I ; + , : 1 , 1 : , I . . I . . : . . 1 4 ., Z .± - �' r. i I i 11 ; ; 4 tD ID ID n 11 1 ! , I R p TA - i ; M Io do < . � 1 r FUTU E +� 3 0.9 II �! i i i ,�, + tb + U n ' _WTLV_=__5K72_' OX -1 n n I') ID > .4 . : EXISTING GRADE. STA.=7+2 .00 Gn a 0 Iit it a it CI.I) 11 W .III.- : � - I _ - O SOX i fL-55.40: o �� Q O%. In f- 0 J. V RT. 1 !�- S .Ob' CURVE � E O W i t � N o PRdPOS1ED .S.' ALONG CENTERLINE In W . , . , y= . v I - , f T OF CURB-' 18- tT PI EL 5 B6 r� y `'' c POOPOS TQ �► . . w , Y W I C\ i i ; . o < % CURB STATI NING • : , I , , - - ; y. :CS N i (9: i ; , . , , I I , I , I , , , ¢ > > do x 1 Y > a: ca: - i ENT RLINE �O.QO E'RT.CIURVL ,,; I Ia o G m o' i I 1 ; CL I 5' ; 1 STATIONING i � ! l I 1 1 V- Pt fL fi8. 3 n Q , 1 �; i 1 :n b '� m ci II �i o _ o I o c . Ro r rc H aI y G �' `_fie ; i Pf •�tB +' Of i +;:10 i I �O t ID 1 1 I t � , 1 1 i 8 8 V) I 1 d + - n o \ ci �p 11 II:.I� I Iri O > 1 t► IA , : Q" F-, Q 11 II - i i p ; it ID (/') In 1 a Il + + O fn h+ J �f 1 4 i � � 1 I i i � i i N n , 1 : , : : : , .>-L 1 I i 4 n_ *F Of f. , A O0X j, ; ; I Go I + 1 a, l �o i i . + + i � + -} +?� -: _�-+-'- , � --. _ .. + t.l r ♦ ♦ + + j 4 -i -♦ + : + Jt i i -+ + t + i + ; i i + + ♦ -� .A• f0' -+ + , � Ip ♦ ; -; -1 i + - i + + 1 � ''� I i i M �Ipp + + q II : 1 -WfibRF i i 1 + IA: M 00 ,I W. t U i . : TRACT $OUNDARY - Io iI I II It .4 N n vi . . . : . EXISTING GRADE ! - + + < vt � �. 4 g2%11 1In OOX ; . BEGIN CONSTRUCTION Y.� �, yr - - , i 'PROPOSED .S. AL6NG 'CEWERbNE* y HP STA = 6+00.00 f i �j N i • N "OP6SED' TOA OFA CURB 18 IRT. , - SO OD :YER7. RYE � I - - - --+ - - + - - + + _ _ • FS= 58.69 . + I - J . cc I � . . PI ELV=56. W+ i I I ; ; ; i I , , - + _ _ -+ _ I 1 i + N 1 l } 1 - 1 i - i V ! t i ' i i I i I OD i 1 i It I 1 ; i 01 i ; i ; , i , , t N i 1 i i , i I i i i 1 { I i i t , , i . : 1 . , i : I f 1 , ? 1 1 j . t 1 , , I : # , . 0D 1 11 -1 I 1 1 1 1 1 , I . : i �y' i , , ,. �. 1 I , 01 1 I i .C�l1RVE : 1 i I + 1, I 1 . : t , i , , , r i 1 , I I 1 1 , i , y ! ! I O^ I ♦ iD VER I 1 I . I 1 , 1 , , I , 1 I ; 3i r,U -4a - , , It , 1 , �p 1 - - . : 6 TSE , 0.+ , I 0 I 1 , : 1 , PII LV=68. �? o TSE ! - 00 + ID 11 I I 1 r:�; +. D , II : O 0 : In y m > t. cp; I! i I U f i v� I 11 i i 1 i I= III , a II 4 e0 + >III , ; i i i _ i ; ; i I II I I i I ar : . �: I > f : 1 , , , , : : I , , , , , 1 1 + 1 7r. C7 N y W 1 U' + I Lj.`• 1 , I f U m : . �: -i .� in I w'In TAN- 0.5bX i d Co- 1 a n o . 1 tS Ic 1 1 n + I 1 1t f 3 0 S _ I .5 n � 5 I i N , , 1 � m NN OD M' ; 44 i W _ _ ii0 n ; : , r ' ; , I r ; 1 I . + `f M f ID + C 11 A 1 1 i Q m M X100 Il i i 1 ; A + 4b + CII ID �E i �n od < ! - � C -4-: \o► i {�' i n U : " ID 8 \Q Io II II I� U +a- -)i 5. In I- : •i- ', In : EXIATINd GRADE : Pi : I ,.t > 1 4 c) V) F . `'' 'S= C 50�G 11 It NID yf- S O I I ; i � W" N + ,A 'PRdPOSD OP OF CURB 1$ FtT. I , , I I 1 6'j W IA C i I t i i i I , + i I ; ; i i i 1 i i i i 1 T71 NN I B 0 UR S G : 11 : : , I I _ $ ; • _ I 1 t I I , i i 1 1 1 i i i 1 r , 1 i i ♦ i r f i i 1 i I , I I f i _ 1 I 1 i 1 + ! 1 ! i ! + , I I I i f I I i CENT RLINE t t t toa►1'nRn tro:o� f . 110Wn RCP IN i i 100.�8L.F f 1 I I 1 ; 1 1 i i 1 i i ; 1 ; I V 1 I I { ; 1 i i i ; i 1 , : - _+ } + q I _ + + � STT N NG 1 : I i + ; 1 I i I ; : 1 ; I I i 1 I 1 I � i i O I i I 1 i i i ; ; I i I ; i I I I I t i ' I r 1 , : , I , + 1 + + + + + + + + + + + + + + } Ci' 1 i i + i , : . , I I I I 1 , t , , , : I I I : : , I I . , , , 1 ! 1 i j f -t � � } I 1 : 1 I 1 1 1 I 1 1 i 1 I { ; i 1 I 1 i i i + I 1 1 i t i 1 1 1 1 • } 1 f , 1 , 1 I i I 1 1 , i i r + I i i ; ; i I i I { I , 1 i i r I I 1 1 ; ; 1 i 1 i E 1 PROFIL SCALES• 1 1 , - - - - - --� _ i - 1 - - + - - -1- - - --+ - - -� - - - - - - - } } + + + _ + - + + « + 1 + a : -i +_ 1f f 1 , 1 , , , : # , , I 1 , , , I , . I }/ I : , , , , I I I , , , , , , , , 1 . }1 , , i -} HORIZ.. 1 -40 ' 1 r I i , I , 1 , + 1 1 , , , I I 1 i t 1 1 f ff f + . 4 : i i- -+ ♦ + . 1 + a _... + t + . } + ; 7. -+ + _: t. +. i. +- -}. { {} 1 ti i _� 1 _+ 1 + _ _ _.+ VERT.. 1 -4 1 1 : 1 : : 1 : : { I : 1 t I 1 I { 11 : � i � ; 1 : + + _LIiiiiiiii : t , i 1 1 1 I I , I I ,11 I 1 I , I : : : I i ; . I I , t I I t i ; __;__I t i t f I i I i I I I I I I I i _!-_ i - I- I f I - I- I -1 i -I I - I i I I- t I - - I -- ! I I I ! --.L-" ; I � ; : � i ; i I I i 1 I , a 14 6 7 �R=27.00 8 W � 9 10 11 12 13 14 15 PROJECT BENCHMARK• vD=89'54'53" v I 4.+ 22 C -- _', -+/�,j--� G_ t/_:r � :. ,-,� I,:_-1,lNaK ��0. 6` m - L=42.37' N O o C)w OD M 1 2 _ DESCRIPTION: CHISELED " ❑ " ON TOP OF CURB, FRONT O o RIVER OAKS DR. ,to 22 z = 22 22 22 22 22 22 12 22 22 012 22 ,* o 22 `4.D 22 OF FIRE HYDRANT, EAST SIDE OF ETIWANDA AVE., 0.25 SEE SHEET 3 Iii 12 o a . _q c) . + MILES NORTH OF FOOTHILL BLVD., NEXT TO P.P.#T2785B rnIn V 60' w� = y U II o 1 0 w �j'")N n OK R=27.00'0 (D10 � I o n o J J N In N In M N v ID `r In v rn rn r� ac ;c ►`'QD x C 0 -18, 8-1 - ,o M rJ � �" aI� o+� al II c+ rn� II Via, 1 1 j 22 ELEVATION: 1224.855 + D=90'05 07 In In po 11 o� 11 __ 11 SII II �3 rn ^ II S II SII N 3 =`c M N = Iv W' L=42.45' 4 1 1 co 11 iI � ao o 3 Iv 1�3 3 �3 d n 3 N - r.,3 rn -4 U o; � 1 / +U C4O ID W +J M + + +J < �! N 18 OI 18 r*1� 3 coMO +_' + 18 +-' 18 0+-' o+-' �� + N N- N -j c�+ II QQo ,�g O 18 K w � 18 It 0 0o u 18 m u -cv -u U -L) + m M 1 U 11b * R=124.00' 3 9 +� 28 27 26 25 24 23 22 2112U I . -1 �� O __ „ o+ DIS�M _ LD-29 30 00 __ -__-_ ID -1 _-� - - to -- r -- � -_ - - X+ -------I . - r -_t_._ _.A - t- - ---- r-I- _t__ -- r----- . + - ------r-+ 9 �5 - �,'' 12 �ft • • 14 • • �fl • • • • • • \Ak • • __ _ _- - _ -_ - - -- _ - _ .. - -- --- - - - _ X N Z 15 W N H z I o- - - - -- - t 18 W ' 9 5 4 z - - @1 R=38.00 29 0 � � 14 '''> °D � Z 14 D=210'00'00" � N00.00'59"W- - 8 8 9 8 7 8 NO'00'S9"W 8_ _ 18 7 8 18 $ 15+05.13 27 a - - - - -�--- - a o 8 - - - _ - Ct- 18 - - - - C.L.,W=12 22 L=139.28' `-- 14 2 16 B4 16 ^�v v 11 w 21 Q' i 2 - 18 - n6 2 I ao Z 15+06.16 M.O.C. • • L _ • • W • _. • I- ; • � ._ • I- • , M iv • I • • 1 1444 06 Rq�84,FL68.34 r STO I C t 14 PT 4 �: 3 o b 18 � 18 18 18 3 . ^ I 11 Ir U . x 1 .) N X m 18 41 Z 4 4 M �t0 �N m m NI° Com a0� �_6 w 0 ti �I ^ ao`° 18 Co-- ^`� C0 �9 N n^ N- n� N tt n- n� In 11 ��\•c' Coil Nu Nn � 00 Mu 0' I �In 00- 'A - II a � u on I•i3 Nu Nu mJ n f- 18 111 N 11 N II N ID N m U- ID M Q pi 3 3 In d 1 I W) 3 v 3 IN 3 In r 3 3 n U 11 In N rn M i� ID 0 3 W ,.i °3 � I 30' 0' I .J 3 Co + + • +_j + + a, II o �^ H N J tO J <�0' IA �J IA 12' i 1 ' w- 171 3 + +J +J J N NJ MJ (Ojm O1 W 003 II IVO II I . IDU tDU nU ) + nU ID 8' 8' NC*4 +J �• J Q' -0 -U ^U �U -U ^U d r- Of LL;cn p MJ M3 U 11 -A3 0 n � N I I n� 00 U V WWI 11 00 N U 80 + m l� _J r 22 Z2 T 22 22 22 Z 12 22 m �` ' COm c11 22 22 3 12 22 22 22 22 22 22 22 m" � + m ,� v ^ 11 o> Goo U 2 2 Cli m 7 of N o HIGHKELD DR. B4 R=27.00' M �- II 22 c• J J rn I11 n SEE SHEET 3 D=90.00'00" CREST PLACE _ 00 L=42.41' MORNING 00 -- N O N'O F*�*___w-�- �� CONOOUCOI ON N01�5, �± - 0 20 40 SCALE 1"=40' ­: a-- CONSTRUCT P.C.C. 6" CURB WITH 24" GUTTER PER RANCHO CUCAMONGA STD. DWG. NO. 104, A2-6. 3 CONSTRUCT P.C.C. SIDEWALK PER RANCHO CUCAMONGA STD. DWG. NO. 103 u_1 CONSTRUCT P.C.C. HANDICAPPED ACCESS RAMP PER RANCHO CUCAMONGA STD. DWG. NO. 102. �, 0-7-- CONSTRUCT P.C.C. CROSS GUTTER PER RANCHO CUCAMONGA STD. DWG. NO. 106-A. 0 C 0- CONSTRUCT 3 1/2- (MIN.) A.C. PAVEMENT OVER 4 112- (MIN.) AGGREGATE BASE AND COMPLY WITH GENERAL NOTES, NOS: 9, 10 AND 18, SHEET 1. a 9 INSTALL STREET NAME SIGN PER RANCHO CUCAMONGA STD. DWG. NO. 401-A AND 401-B. I- 10 INSTALL R-1 "STOP" SIGN ON POST PER RANCHO CUCAMONGA STD. DWG. NO. 401-B. w 11 APPLY STOP BAR AND STOP LEGEND PER CAL-TRANS STD. PLAN A24D & A24E. a 12 INSTALL 5800 LUMENS STREET LIGHT BY S.C.E., PAID FOR BY CONTRACTOR, COORDINATED BY c CONTRACTOR. GENERAL CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY MISC. FACILITIES, (I.E. CONDUITS, PULLBOXES, HANDHOLE`S, ETC.) AS REQUIRED BY S.C.E. 14 ADJUST MANHOLE (SEWER OR STORM DRAIN) TO GRADE BY / DATE BY / DATE DESCRIPTION OF REVISION �, DESIGN CITY I 15 ADJUST SEWER CLEAN-OUT TO GRADE ENGINEER APPROVED &-- I ADJUST WATER VALVE BOX TO GRADE. 18 INSTALL STREET TREES mFR STREET TR'.E GENERAL NOTES AND LEGEND, SHEET 1. f \� (`7 I I'lp OF R A 9 0 C tf C A " a Dan Guerra - - - - - _ _ - .� 0- � p� l RE MMEND D BY: 21 INSTALL W-53 "NOTA THROUGH STREET" SIGN AND POST PER CAL-TRANS SPECIFICATIONS 1p P��FE SCS 414 & AssocIaIeS \ F �/ 00 �2 22 CONSTRUCT P.C.C. DRIVE APPROACH AND SIDEWALK PER RANCHO CUCAMONGA STD. DWG. N0. 101, TYPE R-11. 11 P� �Q Fy C � (SEE PLAN FOR WIDTH) 2 o xP, y G� CML ENGINEERS • ( SURVEYORS SUBSECTION SHEET = 27 CONSTRUCT WOOD BARRICADE PER RANCHO CUCAMONGA STD DWG. 131-A. C5 3 �JL (o m 8NC UTICA AVENUE ,CA 150 TRACT 16105 STREET PLANS 7 OF 9 w R.C.E. 292 4 DO RANCHO CUCAMONGA,CA 91730 a, &_ INSTALL READWOOD HEADER. (909)987-4306 PROJECT SHEET ST9TF F CIA�`FO�1 0- 3 ,- o MORNING CREST PLACE DANI$L OUERF2A / DRAWING N0. E UATE • R.C.E'29n4,B(P03311- PLAN AND PROFILE / jbb i . : : : : . I i . } , + i + 1 ; 1 , i + 1 1 1 : 1 1 1 i . I i 1 r i + , - - i i + 1 I I t , I i f i ; i i ; i I I I I i i 1 1 ; 1 i f 1 ; i I I 1 1 1 1 1 1 I 1 1 I f I I I I I 1 I 1 I i i I 1 ; ; ; Ir I ; f I I , i I ; I I ! , , -1 l + -: , 1 _: I : J J I J I 1 + 1 + + : , , ; 1 1 I , -♦ + - � , + 1 l J , 1 � ft }. + ;. � , _ � I _ �. , t - 1 1 , ; � - _ i I _ {1 , � i � } t t -� -� :' } I 1 t. l i -� � i { t ; � A 1 � 1 I } ' y , + I t , , ; f 1 I I I I I a I I t k 1 t } r 1 i } 1 t I 1 1 I 1 t I 1 I I i I { i I ! , t ; 1 1 I ! 1 + I } } I 1 # I i f i J 1 1 I I 1 I ; i ! ; 1 1 f , f I I 1 I , I 1 ; i 1 1 i I t t t 1 i 1 i 1 i I 1 1 1 I I 1 I I ; i ; i i I I ; I 1 : 1 , . 1 a + , - , , + , t ♦ ♦ } J + } 1' } . ; f ._ t + } _ �. __, _ i i 1 I ! 1 _ _ ,_ _._ 1. _. _ ; r _._. _._ _ _. _ _ _ _ i t t 1 1 + 1 I 1 I } } 1 1 t . 11 I t ; { { { 1 t I + t t t t + } 1 i t j t 1 1 } } t { ; I 1 f I I I 11 i i I t I I I I I i t t 1 , l 1 { 1 1 f 1 i ! , i I , 1 + , I t I + ; I I 1 r r I I , } t i 1 I , I ' r 1 ; . + ! i 1 + i t 1 `` II { ; t , � i 1}B 4TATtONt . + t + 1 + Z 4 1 + + y I I 1 1 ; + 1 } I } } } , 1 i ; 1 ; :O - ; , , 1 j i 1 I , i I 1 i 1 I I , 1 ! ' { ' I - I a r I i { f ( 1 , ; + i 1 1 1 1 1 r 1 i ; ; : } I i 1 � I I I } 1 I I 1 1 ! 1 ! r 1 i i y - I , I, + + I , { ti i } -+ 1 1 ♦ + } I I -a ; 1 + 1 I 1 1 i { -i + 1 I} 1 , 1 1 + + -I 1 ; 1 - - + a + - - , I i I 1 {{ ' { ; rtcs ; 1 1 1 I , I ! f } 1 ; , t + 1 i 1 .^ i i i ; 1 , I I I 1 I , , 1 + , i i r ; 1 ; ; 1 ; 1 i , ; Il..l > W^ r i 1 I i I I i + , I { 4 1 1 ; I r i i I :M i I :v of I 1 ; i i } r i } 1 r : , . i ; I I ; t + 1 1 T7 t ; t } t 1 1 { I I } ! ! i I 1 1 1 1 } 1 I 1 .r>t 1 t O N . M m n -4 UI4B ATf0Ni ' , I . 1 : I 1` } } + M .D n f. h 0 i i i i I i i :n I I I i 'rte _+ i ; I I 1 1 I O i 11 'm 1 t 11 + 1 i 1 1 ,n A' �+ I 1 i I I ai v 1 I } ad 1 1 } m •M O 1 +� 00 + I' I d I V) i d I v , , . . ! ! r t I � i . .k0 It� 11 II s � O a :. _+ , , , _. + .- + ; -+ -+ m -: i i I 1 _ _i - 1 1 _ : i i y i I II � F•• +U p� d O . i I ; i i I , i 1 i I I 1 h N CO I I i i i 1 11 a V, M r °a + ,n ' + I i i k I I i i1 < � .-� n N v I e ,p + i J 1 ; ; i 1 i • s+ 10 • N ^ II ,� O U U U U of �n fi�rn► O + �t . . S= 50 11 ,r, Q II N 1* ' Ilrf M rn + P �`f . d u u, a co v ,o is �- . S O. N N 11 ADX V, I 1 o r. d 11 . i M O w W O I I 1 I i O O Q1 � 1 i0 i i N 4- N i i 1 I + i , I 11 I 1 i _ I F 1 1 T 1 i + _ C; +► i 1 1 , i I I o Ii N ; 1 n + .r U N N O 11 N I PROPOSED 70P bF ORTH CURB I ^ II r u I ; i i i A i U II 11 11 i i . 3 n r. v i i } I 11 1 } i � 3 a 1 I v 1 - N ; 1 ! , } 5 ; 1 41 t- . _ bsa� al h S i d t- I I x V '6 0 2.0 RT.�CURIVE vt b >- D i N' N n� . i 1 I i i ; ; i ; ; ; J I , . ; - 7Y + + Sr FI EGV-56.34 I OOX t I i i S� i { I iX f .5 i 0 , I - i 1 , 50�L I 1 1 I i 50 VERT. t I jry �T . CURViE t S-.0_S�X }� �}� ' _ 55 'F. .i . 0 TO a I; - T.V.11• , PI ELV-58.41 i ; 1 ; ; PROPOSED D F -; o RID OSE OPO NORTH CURB i I I i i .4 �? 1 �, 17 t > I I , i I ; I If i i 1 i 1 i I ; ; + i i 1 ; i 1 1 t W t f 1 i i ; , 1 1 ; ; a ; : I + : { i I I k i 1 ; -1 i i 1 i f - I e0 1 , '.0 , , } + 1 } ;W i � I t + � 1 � + 1 1 i 1 � ; + II 1 I � t pp 1 } } i . 7 { . t: i { , I I 1 I ; I N � 1 m � 1 , } I I i ; t I I + i i i i I 1 i 1 1 , 1 ;O i I { i I 4 1 i i I r i f I 4 I i M 1 I 1 , ' : j 1 ; ^' M 1 1 + Ip, i . : , , • . I 1 . I I I 1 , J ���t�� - - EIiLiNE S TIV 1 I i i '' 1 t ;a > 0 I UWN INE } 1 1 . I + + 00 I'D �Q m O 1 I d 1 t I ; . 1 tt _ tR _ N �7 ' 40 II �f to ,r + � i f 1 i no h i 1 r I -) to + N n I Z i i i ; i < 11 11 M .� i + i I 1 t: �ad 11 1 1 ; If tC 1 i 4t t- 11 i ; I i j So -11.00% S* 0 N n rZ 'a V, 11 1 + r Vt L.- . .O W i o ,.t + . �2x �4 " + 1 ; i I n M ' 'H i I , r.. ; I ; I 1 If � f I t O 1 . + ,o . r . N l.: 1 < _ K 11 II Q N pppp O i + N i O O N 11 H n 1� W I i a V, k i O + J` , t 1 + 1 , i I 1 i i -i 1 1 b' i } I 11 i i 1 I � t t i 11 } a 1 a � i i 1 I . 1 a 1 1 I I �� 1 1 I I I 1 I 1 . P H URF' i. n , I P 0 SED FlN15 CE . a i 11 i i H 11 t- I • ; . : + , i 11 AT CENTS INF y', t �': ra I f v, I I = } I 1 ; I ;S I t I I . U I i I t •� 8 2 , I 1 I I .� 1 I I I 2• ; f S i I �' I I 1 I I i - I TAN 5•b0X =aa at� t . t } } I .�0'X i 1 I i URB TATION NC i ; ; ; S 4 I ; o.d6x obsx' i 2176 i _ _ _ 3 I I t I : , , . I . i . : . C. . L. . _ L _ 1 ; v . E A E R E , , , , 1 ; , - i i ; i 1 . i I .0 1 1 I ' _ , , YY r . , , ! f v , I 1 I : URB ATfbN11� + Q.51�' I PROPOS D F S' LONG 'C NH�E 1 I I I :® W -- ; 1 }PROOOSEID Fl. ALOk CR WN'UNL I I 4 I 1 .� i W i ; r i , I j , j ; t i �i t 1 1 M I 11 t i 1 I I tt I i I I I I •n r , I i ',+i I I 1 I 1 1 1 I . 'i ; I I , I O ♦ a , , - - y - + -I - -1 -- a I -+ I J , , , • ! 1 I 1 1 1 I 1 1 I 1 I I i m t 1 f T 3'TA 1 1 k i ; M I i 1 I i 1 J ; i r 1 i ; i i t I I t ! ! I ; 0 f v v , I i i i m �M I i ; I I I I I I I al i i i � r. 1 1 I i , i I � I � I t I i I 1 , 1 i o� � f I I � I , I ; i I I i i I I e I I } I 1 I 1 U v v 1 � l 1 , 1 :N , : -+ r 1 i t i � + J t[f 4 Q1 .4 •tY + I 4 II i I ; ,o, O I I •0 I i I i H I I I f i N 1 1 i i i I I l < t °� + ao o I I I I i �r I •o I 1 'I I } I i 1 • . S- u, r m U 11 ,r) od o I� I w U a, ,n o + 4 . �.501,K d n 1` + ,n m 0, + 8 �� ,� tc 1 i i } } 1 1 1 W) w . +- 1 t t 1 1 VJ F fp II h 1 1 i N II M I 1 ••f < 1 O i 1 ,� II U pO N n 1 t- < I*t p d , , I ; 1 1 ; . 9 � � + l i t i 1 i t P tt 1 i ; I I I I t» � � t 1 N H w , + I , I l I 1 ; i N ,,y. I I i 1 i I I ; 4 U O i r 1 , P 1 PILO VJED ITOP OF U GIt1RB 'SO tH ao I I , 1 J i 1 N ►- + , :u 1 , r , it 1 1 1 o t 1 t ; ; _ i l �0 0 1 icv 5 1 � I d - b I II If i S K i o, i i 1 1 I iri i I in ; 1 11 1 .- . Ox' � i I I _ 0 i ; M N� C i 1 + I 1 I i N i I I ; N 1 , ' I ! I ♦ 1 1 : + ►n , 1 - _,_ --1 _ 1 �n 0.510% _ I OD + 2 i t � , 1 ,� I . < 11 �: I i t I I ; 1 i I _ i i i r 11 II �� , 1 i 1 I ' I i ; . . . 1_ _* _.+._ J. _...._ _,._ . - .__, _1- U R[ tt. ,*N . . __ J I , J 1 1 r_: _, -+. - - _� - -1. _ _ _ _ _ _. _ _ _ - -_ _ _ _._ ___ -_-_ - _ - _. , i J ; i . I in - M�, 55 T.Q.S. I } I I 0 T• •S. '�.�. . . r, I _ I . : +to _ }. i S- - 1 u N-5. % I ' - +- I t �'t PROPOSED TOP OF-SOUTH CURB i I . I t 1 t j , t- 11 kn 4 ( I I I 1 i } I I l f I < II , I 1 I . i i 1 I ; i k 1 1 + ; I i 1 1 + 1 I ; i ; i t 1 + i J } t 1 i , 1 1 + a 1 + i I , I 1 1 1 1 I i . ; i I } I' I I ; 1I1 f I I1 I , I 50 VE� U R i 1 �t f. i i , 1 1 1 1 } I 1 1 I I 1 ; I i PROFILE SCALES: I i I ; ; i 1 1 1 I I 1 , J a } } II II I` j k + + - � + 1 � ! I 1 1 i , 1 T - + � ; , 1 + , J 1 I P:14 .C. 58.3 + 1 ff f 1 t } � I , i t i t f t 1 i t I 1 1 1 t HORIZ.. 1 40 I i 1 i i I I 1 i 1 I I i i } I I • ff f i } . +- . a i , , . a . } . r , , . ; ! + a -+ -f 1 } + , } + . _. _+ -- a __- _ {` ; { t { _ I i f _ r + _ I 1 I r 4 1 1 I 1 t I i 1 } + 1 + + 1 t - VERT.. 1 4 I I i 1 1 I I ; 1 1 I I i i 1 I } ; ; I r I i } } I I I r ; i ; 1 I J i 1 a 3 2 1 ,4 � 1 2 J� W 3 22 22 PROJECT BENCHMARK: 22 co �k x 22 22 O cj°' � o .v°'i C� _ .�r+G ..����ti��l',;� '-I r"'t-t�4�PK. 65: co 00 U co N PINOT PLACE �� .0 22 ,a; N 22 1111 N 22 U O m 22 SEE SHEET 4 s o co J� L) 22 _j � ^ oil m 11 DESCRIPTION: CHISELED '❑ ' ON TOP OF CURB, FRONT 01 ao a0 m 11 • r' 0 -6 J m I U 12 ci W �O II a pp OF FIRE HYDRANT, EAST SIDE OF ETIWANDA AVE., 0.25 IM. •N v V '! U L+ II v M Q • tO 11 ,6 3 U U- .6 Lo- 6 8 R =58.00' R =102.00' F5 R =38.00' V II DO w _N m F Um oo 0+ 11 eo0 9 U F1 F3 MILES NORTH OF FOOTHILL BLVD., NEXT TO P.P.#T2785B Ki � •< <y �.,o � o J Lt v •O `� D=109'51'40" D=10'00'01" D=209'59'58" UP18.453m a� `` II U N N o UN N 0 u N t` - "� i 0 `�!� II L=111.21' L=17.80' L=139.28' ELEVATION: 1224.855 F.L.1 .8S m + 11 �; 18 w . O m N 7 �' 11 1 8 nj 11 J` OO `oi. 3 ao v N.- +U -j M 11 a0 a0 - n N _ U ^ • (\�1 O ''�'� w 11 m m O 11 Nt- -* U � ' /0 + In I1 03 1 O ) -. N ' II • + 1 .4 J -V 00 + U Nn ,p3 ) ) O MF- MCj F2 F4 �x �3 C 'r'^ m M II IV �� \\ + -! 3 "� II O U o rn M +U +J R =27.00' R =112.00' / �> +-. 3 a ao ,n 3 cl / O s C + � co 11 a0 / L O 7 1 p n Q 11 / N m + II +j m • yj 6 ± v 18 ±� ±0 *3 N N N f- G� 22 D= 2.35'38" D= 9.32'59" _ ,o i • 9 �'J 18 i�1` L=42.35' L=29.32' 11 1 1 ti M 3 ti 22 ?% ♦ - + 4 L.C-) 9 �\ - N + by i ti C 91 - • V - � 'O� F3 N 6 ♦ x� 1�� 4• 3 - .P+ 3t03 '�\/I G 1 z ♦ G3 / 12 0+79.18 Cb. • =- - t r- ♦ 18 FS G' , TC�59., .0•C 7 - - - ; ! • 1 7 >oo CR N 7 2g o.t t 3+64.82 C.L. STA. III L,$8 14 ,ems 6 OW 0' 18 ! F4 RAD. POINT 63 2 F 'S 'L, 0+61.42 Cb. F1 0 L/NE N89'50'39"E 18 3081 4+26.92 Cb. M.O.C. . 1 0 6 3 N89'53'54"E G2 21 •< s 22 C.L.,W=12 __ _ - _ _ 7 ^-T TC=71.44,FL=70.94 12 - - - 1 1 O -- - F4 - \. I X 1 6 - W -- - � I 5 6,9. 00 9 1- 1 - -- W8" 00 "t - 4+15.40 Cb. 18 G2 __ _ z 1+00.00 C.L. ROLLING HILLS CT.= �40 14 C.L.,W-12 22 18 � 16 9+40.02 C.L. 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DWG. NO. 104, A2-6. 3 CONSTRUCT P.C.C. SIDEWALK PER RANCHO CUCAMONGA STD. DWG. NO. 103 1 0- -Z CONSTRUCT P.C.C. HANDICAPPED ACCESS RAMP PER RANCHO CUCAMONGA STD. DWG. N0. 102. 5 CONSTRUCT P.C.C. CROSS GUTTER PER RANCHO CUCAMONGA STD. DWG. NO. 106-A. A `_" 7 CONSTRUCT 3" (MIN.) A.C. PAVEMENT OVER 4" (MIN.) AGGREGATE BASE AND COMPLY WITH GENERAL NOTES, NOS: 9, 10 AND 18, SHEET 1. EL A 9 INSTALL STREET NAME SIGN PER RANCHO CUCAMONGA STD. DWG. NO. 401-A AND 401-B. 0- INSTALL R-1 "STOP" SIGN ON POST PER RANCHO CUCAMONGA STD. DWG. NO. 401-B. 0- APPLY STOP BAR AND STOP LEGEND PER CAL-TRANS STD. PLAN A24D & A24E. BY / DATE BY / DATE 12 INSTALL 5800 LUMENS STREET LIGHT BY S.C.E., PAID FOR BY CONTRACTOR, COORDINATED BY 0 DESCRIPTION OF REVISION - CONTRACTOR. GENERAL CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY MISC. FACILITIES, DESIGN CITY (I.E. CONDUITS, PULLBOXES, HANDHOLES, ETC.) AS REQUIRED BY S.C.E. 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