Loading...
HomeMy WebLinkAbout1768 fillip L P ,,.<. -. = P ANN ............ IA4 0 , F5 M N__� 0 AO 0 NIA 172 f..: 1 j 1 Al__w� IF R ARROW ROUTE ' i II { NO SCALEPROJECT _ APPLICANT: CML ENGINEER; _ LOCATION W � ' � ���� �' 4 JPI WESTCOAST DEVELOPMENT, L.P. KHR ASSOCIATES O t 8910 UNIVERSITY CENTER LANE-SUITE 150 2355 MAIN STREET - SUITE 120 li " I £ SAN DIEGO, CALIFORNIA 92122 IRVINE, CALIFORNIA 92614 �I I s �I ATTN: LOU VILLAESCUSA ATTN: JIM KAWAMURA PHONE NO.: (619) 458-1200 PHONE NO.. (949) 756-6440 tp 6TH ST. cznli n , 15 1 I — = 4 ARCHITECT: LANDSCAPE ARCHITECT, w - - - - - -. W � - - �' � _ s .. � � .. y z R.C. ALLEY PARTNER: ARCHITECTS ORANGE ARCHITERRA DESIGN GROUP Q Q � I . T4 -y _ I 144 NORTH ORANGE STREET 10630 TOWN CENTER DRIVE— SUITE 128 z i 7- � NG , CALIFORNIA 92866 RANCHO CUCAMONGA CALIFORNIA 91730 : �:_ ^1 'f '� ' J./ . ,.- - ---- -- - --- -- - ---- � �` � ATTN: R C ALLEY ATTN: RICHARD W KRUMWIEDE _T_ li; ji _ PHONE NO.: (714) 639-9860 PHONE NO.: (909) 484-2802 , i I 4TH ST. � � � ;. � � � o . 00 I Lc) Ali LjwwSOIL ENGINEER: w INLAND EMPIRE BLVD. . i ------� - - -- - ----------------- GEOTECHNOLOGIES, INC. o - F .� , _ _ _ _ � , _ ----1_ _ - 439 WESTERN AVENUE o i SHEET 5 OF 11 SHEET 6 OF 11 SHEET 7 OF 111 i '1 GLENDALE, CALIFORINA 91201 SAN BERNARDINO (10) FREEWAY ; �. 10 MILLIKEN AVENUE ATTN: NEAL D. BERLINER DRAWING TITLEi PHONE: (818) 240-9600 AIRPORT DR. 1. TITLE SHEET 2. ENGINEER'S QUANTITIES NOTES 3. STREET IMPROVEMENTS 4. STREET IMPROVEMENTS VICINITY MAP P 5. STREET IMPROVEMENTS 6. STREET IMPROVEMENTS 7. SIGNING AND STRIPING PLAN 8. DESIGN CROSS SECTIONS 9. DESIGN CROSS SECTIONS LEGAL DESCRIPTION. INDEX MAP / SKEET INDEX Ccl 4 C4 N THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF SAN BERNARDINO AND IS DESCRIBED AS FOLLOWSo UTILITY NAME TELEPHONE NO. e ro ��dop o PARCEL 9 OF TRACT NO. 14647, IN THE CITY OF RANCHO CUCAMONGA. IN THE COUNTY OF SAN BERNADINO, STATE OF CALIFORNIA, AS POWER SOUTHERN CALIFORNIA EDISON (661 ) 257-8219 10 @O(?rLgb@@) iUwo OFESS/ CITY o PER MAP RECORDED IN BOOK 177, PAGES 90 TO 96 OF MAPS, IN BENCHMARKi of Southern California ��O PSN KAP ON�I NO. DESCRIPTION OF REVISION DATE: APPROVED THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. ROUND HEAD BOLT IN CONCRETE CURB WATER CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 ,��, &S , �yG �y LOCATED AT NORTHEAST CORNER OF SEWER CUCAMONGA COUNTY WATER DISTRICT 909 987-2591 �III� Call: TOLL FREE a CITY OF RANCHO CUCAMONGA BASIS OF BEARINGSr MILLIKEN AVENUE AND FOURTH STREET, ( ) p'Klo. 56�" V - 0.5 FEET WEST of DROP INLET. GAS SOUTHERN CALIFORNIA GAS COMPANY (800) 427 2200 1-800 - TITLE SHEET E��� 03/31/a THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTER LINE OF S.B. CO. BM NUMBER 010191 C N MILLIKEN AVENUE BEING N 00'05'10" W AS SHOWN ON P.M. NO.14647, ELEVATION 1035.89 PHONE GENERAL TELEPHONE (800) 483 3000 422-4133 �l�rF °�Y'� o�`'�� STREET IMPROVEMENTScr P.M.B. 177/ 90-96. TWO WORKING DAYS BEFORE You DIG °F cxt`F MILLIKEN AVENUE, 6TH STREET 0 DL SOURCE OF TOPOGRAPHY UTILITY C014 PANY CONTACTS & 7TH STREET Ln A PORTION OF THIS SURVEY IS BASED UPON AERIAL PHOTOGRAPHY FLOWN DR 0031 ON MARCH ROOFS, EAVES1999 BY CANOPIDESITAL MAPPING, INC.AND BALCONIES, EREDL'NG OCAOTED BYNAERIAL PHOTO- NOTICE TO CONTRACTOR APPROVED BY: i / DATE: GRAPHY AND MAY NOT REPRESENT BUILDING FOOTPRINTS AT GROUND LEVEL. CITY ENGINEE RCE N0. 4953 0 CONTRACTOR HEREBY AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE DESIGNED BY: vwrracn er. RECOMMENDED: o RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION / rte OF THIS PROJECT, W-LLONG THE SAFETY OF PERSONS AND PROPERTIES; THAT J.R.M. bb.-mmkii., KHF4 Ate, Q THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL — -— WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND DRAWN BY: CONSULTM 8#GPfW.E7ARCHT1CTB/PLAtd4" SHEE HOLD HARMLESS THE OWNER AND ENGINEER FROM ANY AND ALL LIABILITY, REAL 2355 Man Street — Sui1e 120 OR ALLEGED, N CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT J.R.M. Irvine, Cofifornta 92614 1 O F 11 i (949) 756-6440 Fax (949) 756-644+' ) � EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR CHECK BY: uNOER ofr ;� (,t,,�,,�,i�� DRAWING NO. ENGINEER. J.H.K. K _W C.E. 3m) 68 V) GENERAL NOTES: CONTRACTOR'S RESPONSIBILITY: WORK TO BE DONE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME NO■ DESCRIPTION QUANTITY NO. DESCRIPTION QUANTITY PUBLIC WORKS CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND OF THAT THISRUCTION OF THE R REQUIREMENT SHALLBETWE TOINAPPLLY ONTINUOUSLYOF ALL �ANDSNOTAND BERLIMITED' SIGNING AND STRIPING OUANT/TIES CONSTRUCTION NOTES SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, SPECIFICATIONS. TO AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL �j PAINT TYPE IV(R) WHITE PAVEMENT ARROW (RIGHT). 4 EA, LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, CONSTRUCT 8-INCH HIGH PCC CURB WITH 24-INCH WIDE GUTTER PER CITY STI) PLAN POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC., SHOWN OR NOT SHOWN PAINT TYPE VI WHITE PAVEMENT ARROW (LANE DROP). 2 EA. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL OR OWNER. O NO. 104 TYPE A2-8. 1 ,065 L.F. O ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE THE REMOVED, UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY O3 STRIPE 4-INCH WIDE WHITE LEAD UNE AND INSTALL RAISED PAVEMENT MARKERS. 100 LF. O2 CONSTRUCT RIGHT TURN LANE PER CITY STANDARD PLAN NO. 119. 39721 ,17 S.Q. REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN THE CITY OF RANCHO CUCAMONGA. ON THESE DRAWINGS. O4 STRIPE 4-INCH WIDE WHITE SKIP LINE AND INSTALL RAISED PAVEMENT MARKERS. 534 L.F. O3 CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CITY STD. PLAN NO. 103. 24,265 S.Q. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE O PAINT 8" WHITE SOLID UNE. 280 L.F. O4 CONSTRUCT 8-INCH THICK PCC DRIVEWAY APPROACH PER CITY STI). PLAN 101 (TYPE C). 2,591 S.F. TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS ABBREVIATIONS: =I OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. O PAINT 12" SOLID WHITE CROSS WALK LINE (MATCH EXISTING). 45 L.F. O5 CONSTRUCT 5-INCH THICK ASPHALT CONCRETE PAVEMENT OVER 4-INCH THICK AGGREGATE BASE. 11 ,792 S.F. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC A AIR MB MAIL BOX WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR " AB AGGREGATE BASE NP NEWPAPER STAND O7 STRIPE DOUBLE YELLOW MEDIAN LINES AND INSTALL RAISED PAVEMENT MARKERS. 50 L,F, O CONSTRUCT ASPHALT CONCRETE OVERLAY MIN. X-X'. 36,981 S.F. CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR AC ASPHALT CONCRETE PCC PORTLAND CEMENT CONCRETE RIGHT-OF-WAY. ACP ASBESTOS-CEMENT PIPE PED ABOVE GROUND UTILITY PEDESTAL DEMOLITION NOTES O7 INSTALL STREET LIGHT 9500 LUMEN HPSV, BY S.C.E.; PAID FOR AND COORDINATED BY DEVELOPER. 6 EA, 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING BO WATER LINE BLOWOFF PIV POST INDICATOR VALVE STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS BW BACK OF WALK PL PROPERTY LINE SAWCUT, REMOVE AND DISPOSE OF EXISTING ASPHALT BERM AND PAVEMENT. 38,679.40 S.Q. GINSTALL NEW FIRE HYDRANT. 6 EA, WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 BOW BOTTOM OF WATER UNE PM PARKING METER FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED 13Y CITY CATV CABLE TELEVISION PVC POLYVINYL CHLORIDE PIPE Q PROTECT IN PLACE EXISTING STREET LIGHT. 4 EA, O CONSTRUCT DUAL ACCESS RAMP PER CITY STI). PLAN NO. 102. 1 EA, ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. CB CATCH BASIN RW RIGHT-OF-WAY 6. All SEWER, WATER, ELECTRICAL, GAS, PHONE OR OTHER UTILITY LATERALS, CL CENTERLINE S SEWER LINES 30 PROTECT IN PLACE EXISTING ELECTRICAL MANHOLE ADJUST TO FINISH SURFACE. 1 EA, 10 REPLACE ASPHALT PAVEMENT TO MATCH EXISTING. 1 ,585 S.Q.MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. DC DOUBLE CHECK DETECTOR ASSEMBLY SCO SEWER CLEANOUT DIP DUCTILE IRON PIPE SD STORM DRAIN PROTECT IN PLACE EXISTING PIPE BOLLARDS. 1 EA. INSTALL STREET TREES PER STREET TREE SCHEDULE AND STREET TREE CONSTRUCTION 7. COMPACTION TEST OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, DWY DRIVEWAY SDMH STORM DRAIN MANHOLE 11 99 EA, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED ELEC ELECTRICAL LINES SLC STREET LIGHT CONDUIT NOTES ON THIS SHEEP. AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH EMH ELECTRICAL MANHOLE SMH SEWER MANHOLE 5� REMOVE AND DISPOSE OF EXISTING SIGNS. 4 �, THESE COMPACTING TEST SHALL BE SUBMITTED TO THE CITY ENGINEER FOR EP EDGE OF PAVEMENT S.W. SIDEWALK Fil SAWCUT, REMOVE AND DISPOSE OF EXISTING CURB do GUTTER. 31 1 .75 L.F. 12 INSTALL R26S SIGN ON STREET LIGHT STANDARD. 6 EA, APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. EV ELECTRICAL VAULT VENT TELE TELEPHONE LINES 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO EX EXISTING TMH TELEPHONE MANHOLE 7❑ REMOVE, STORE, AND RELOCATE EXISTING STREET LIGHT. 1 EA, THE CITY ENGINEER. LISTING ALL TEST OR DETERMINATIONS COMPLETED TO FG FINISH GROUND TC TOP OF CURB VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. FDC FIRE DEPARTMENT CONNECTION TG TOP OF GRATE ® NOT USED - FH FIRE HYDRANT TOP TOP OF PIPE 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE FL FLOW LINE TOS TOP OF STAIR SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS FS FINISH SURFACE TSC TRAFFIC SIGNAL CONDUIT El PROTECT IN PLACE EXISTING TRAFFIC SIGNAL. 3 EA. COMPLETED TO VERIFY: R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. G GAS TS TRAFFIC SIGNAL EQUIP. 1 p PROTECT IN PLACE EXISTING TRAFFIC SIGNAL PULL BOX. 3 EA, GB GRADE BREAK TW TOP OF WALL 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT GV GAS VALVE VCP VITRIFIED CLAY PIPE TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS. HP HIGH POINT W WATER LINES 11 PROTECT IN PLACE EXISTING STORM DRAIN MANHOLE AND AJUST TO FINISH SURFACE. 1 EA. 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF INV INVERT WM WATER METER A ROCKY MATERIAL., THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL IRR IRRIGATION WV WATER VALVE ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR LP LOW POINT YL YARD LIGHT DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL CL 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS 60.00' 60,00' SNT REGISTERED BY THE FOR USE UNDER A.C. AND P.C.C. SHALL EXISTING SURVEY M O N U M E NTATI O N BEE UNIFORMLY APPLIED AT THE MANUFACTURERS RECOMMENDED RATE FOR THE IDEWALK 4.50' 48.50' 7.00' 7.00' 39.50' 13.50' FULL PAVEMENT WIDTH PRIOR TO PAVING. I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD SEME VARIES 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH VARIES 1 SAWCUT 1 CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE (N) LANDSCAPE UNE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DESCRIBED E FOLLOWS: (N) PCC 1 EX. CURB EX. CURB EX. CURB EX. LANDSCAPE QUANTITIES DETERMINATION OF CONSTRUCTION BEFORE SUBMITTING A BID. ANY SIDEWALK (N) CURB do GUTTER ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED NONE & GUTTER I SLOPE VARIES 2.0%-2.5% N AC PAVING MEDIAN DSCAPE IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE �_ O _ _ -. - EX. AC PAVING OTHER ITEMS OF WORK. _ �,=gyp 7;F - - - - - - -- _ i 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER NOS. 401-A I '-EX. SIDEWALK AND 401-8 SHALL BE CONSTRUCTED AT EACH INTERSECTION. DATED 3-15-01 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RM 1 L L�1 KE N AVENUE STREET SECTION "B-B" RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO OBTAINING A CONSTRUCTION PERMIT FOR THE PROJECT, A COPY OF SCALE: NONE THE CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.C. WITH THE COUNTY 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, SURVEYOR FOR EACH MONUMENT SHOWING THE REFERENCES TO BE USED TO ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON RESET THE MONUMENT AFTER COMPLETION OF THE PROJECT SHALL BE REQUEST OF THE INSPECTOR. PROVIDED TO THE CITY. CL 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 2 WORKING DAYS PRIOR TO PRIOR TO OBTAINING A CERTIFICATE OF COMPLETION FOR THE PROJECT, A COPY �� 69.00' EXCAVATION. OT THE CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.C. WITH THE SIDEWALK .54' 48.46' 9.00' 11.15' 50.32' 7.54' COUNTY SURVEYOR FOR THE RESETTING OF THE EXISTING MONUMENTS AND THE EASEMENT RELATED PERMANENT WITNESS MONUMENTS AFTER COMPLETION OF THE PROJECT VARIES SHALL BE PROVIDED TO THE CITY. VARIES (N) CURB /�SAWCUT EX. CURB 1 (N) PCC 1 do :VARMES / UNE p(. CURB EX. CURB do GUTTER 1 SIDEWALK ` SLOP1.3%-1.9%I (N) AC PAVING MEDIAN LANDSCAPE - - - EX' CONSTRUCTION NOTES FOR STREET TREES: _ -- - -ga AC.PaVll - - - � - - _ SIDEWALK 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL 6TH STREET STREET SECTION "A A" TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL N . AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. N 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE SCALE: NONE 8 ENGINEERING DIVISION. N h 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. TREES SCHEDULE °FESS' CITY ��0 SN K41 O���F N0. DESCRIPTION OF REVISION DATE: APPROVED F STREET BOTANICAL NAME COMMON NAME SPACING SIZE QTY G CITY OF RANCHO CUCAMONGA �'N.� o so N E*Faticn: 03/31/04 sl CIVSTREET IMPROVEMENT 6TH STREET WASHINGTONIA ROBUSTA MEXICAN FAN PALM PER PLAN BTF/PLAN 33 EA' OF AoF��\ FOR v CL 7TH STREET WASHINGTONIA ROBUSTA MEXICAN FAN PALM PER PLAN BTF/PLAN 13 EA MILLIKEN AVENUE E & 6TH STREET MILLIKEN AVE. WASHINGTONIA ROBUSTA MEXICAN FAN PALM PER PLAN BrF/Puw 51 EA. NOTICE TO CONTRACTOR APPROVED BY: / DATE: CITY ENGINEER ' �CGLG'1 �� ( � RCE NO. 2 95.3 0 E CONTRACTOR HEREBY AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE DESIGNED BY: RECOMMEN ED: NOTE: THE STREET TREES TO BE INSTALLED WITHIN THE PUBLIC RIGHT-OF-WAY RESPONSIBUTY FOR JOB SITE CONDITIONS DURW THE CWZSE OF CONSTRUCTION Norm rf: OF THIS PROJECT, INCLUDING THE SAFETY OF PERSONS AND PROPERTIES; TWAT SHALL BE PRIVATE TREES AND SHALL BE MAINTAINED BY THE PROPERTY t THIS REQUIREMENT SWILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL 1 . KHR A ATM OWNERS. WORKING HOURS; AND THAT THE CONTRACTOR SWILL DEFEND, INDEMNIFY, AND DRAWN BY: COINULT06 9 /ARCKTFCTS/RL/11fff" SHE i HOLD HARMLESS THE OWNER AND ENGINEER FROM ANY AND ALL LJABIL ITY, REAL =6 mo *@* - %ft 120 a OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT �° X14 Z OF 1 1 i EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR CHECK BY: � DRAWING NO. v ENGINEER. uo�x OF; I Q .- K W�!'.`Y- (RC.6 30560) 8 i vi T ` 1 . I - i ' ' . f < - i : _ , :i I i j t BENCHMARKe E _-j 1 y + --- + + -� # , � d -s + + -1 . # k y- # a + 1 � 1 a t a a -r 1 + + t + ;, _ i_ - _r -1. }----1 i. �_ �. _}� __.+.___j._. --1 .1_ � ' - _, _ t f , I , ROUND HEAD BOLT IN CONCRETE CURB t I I 1 I i { f i I I i I ! 1 i t F ; i i + i i I ; i - -_ ___._ .__ _-.-. _.__�-.__+-- -- _. __-_ --_. ___ ____ ____ _____y__. ___- ._+-.__ __---1 .__c ._- ___i.- _,__�_ _ y ___c__ _� ._ -1 ..� � --1- �-- � �___�__ � _-� ,-- � _� _.,_-. --1_-,_�___j__ _1.. _�_.�� ___�__.!-.' _�� _�_-_ ,_-�_ �..__� __i .�__.l_._..1._.j.-1 �.-_,� -� _ _ LOCATED AT NORTHEAST CORNER F I I I i I i I i I I I I f I I 4 I 1 i I I s I 1 I i i I i I I i i I MIWKEN AVENUE AN F 1 i I i VE UE D FOURTH STREET i I I i I I I I I r ! ; i : ; , I ' : ; i + : _ _. _ _.__. II _-_ _ _.' _ _ _ _ _ _. { _ _ - ._ __ _ __. _ __.._ __. -._._. _.- ---- ____ -- __ _._. i _-, _�. __f _._. j.-_ --1.__ -_ a_____. .1.. - a--_ 1 1 � 1-- .. _-��.a---_.A-_r.�..-.._ __`�" _"-4_.""- _-'-'�___ �`_-_-'-_f__-,�_--L- -1- -1_ '--+- .�--.y._ _ -1----..- _-_..�___ _ I � _ _. - _ _j._>.� T�---1._. �-__.'F��_ --� `_#-___J`___�_e.l-__-1----_ *- _ _.J _ -i_.�_, __-+- y - _1___�-�� -1. _ - �-+- _ 1 1- '-L---� � 1 .}'---.1- 1 1. -'.1-'�- + �-- -!---- � -� +- -1 � ___l � +- 1 � 1 r t -`--+ --f- --�- � -1-. ..�-_._-1----1_-1 �_ -i _,.L- _ 0.5 W F DROP i FEET EST 0 D 0 INLET. I i I i r I t i I I i i i I i I I i I I 1 i : I , i i 1 + _..a'_- ---�_ -�_._ ,__. __ >_+_-__+___ __ __ _. ..>... --,� _._ _J._._.1_._� _ ____.. - ..,-._-�- -a. -}___+ - �-- - - -`'- -• 4 -+ -+---� � _. 1 �- � � +- --�- � _-.. , -+ -�- � -�- --} �---- -�- -�-- ..�----�---,- + -}-r--, � -;----+ --+--} -+_ --+- + _� �-+ --i- -�.._ t_�w�--� _ _+.�+ _-� +---4- S.B. CO. BM NUMBER 010191 i I I i i i i i i i i I I 1 M I I r , STING 'TOP` OF' BEF� I i i i Ex ELEVATION 1035.89 I i I --] i I " I I i I , i , i ' I i I I i i r I i i I I k i i I I I I I i i I I I I I I , i , I +-' ---�_1 - -� -1- +-+ - -- - -`- --+.. -1_ l _ s r - + + - -, �__t-�- -1 L - {- +-�- --f } - --! 1 1 + # 1- - --'�-1 -i-+- �- - - i F -} -� Tom? 1 T -+- l - i I I i i I I s I i i� I I i i o I i e i r I �� I i I i I ' ' I � i ' ' ; I , I : : i i i + -.a --L---1- i-�1 A _.. - _ + }_. L__.�_ _l l l-- -± -+ +_ -{ -' t -1 1 +- f + a 1--+ i� + t- 1-1 --F--t - } 1 Q a --{- 1- -� +- -1-- }- i �f i i i `� V 6 6i i w i i : i 07 I % i � a i I h f I i I I I I `O 1 h I t i I r ; i r ; ' { I i _+r # 1 -+ -� + L + +- � } t -i..--+ 1- -i . t t ? .i- -' i -1_ 1_._.>-.- #_-i .1 + _a �. -- -a t �p 4 sN.. ,_ _... •- ±- �'- 'f -'t +Q -----'{ t1 _ -1--t----�- --;-_ _ ..�. M ►) +^ ' i i k i i + 4 r � I ii 1 1 O rh 1� 0 m 11, I -►- i �� 4 �\ _ _ -_ .__' .._ .... _.._. - - -+-fir-�� . _.. _. - _ _ - _ _.._. , y ...._.. __.• _ • _ j_ . - .._ � .-.. ! _. _ .._. _ -. I - j _i_ _ -_ ._ s _4 - y _. t_ ,_ 'a _..j - ._-a..__-•_-_-_a._ _... .. - ..-.:. _ .s. 1.. -.a. # s. ,- . ; ,. a.. a r. e- i -'+ a. -- -s ___ - >,�• ����r. + i -fit {( ['A`1/� : ! .••r -� i _ _ _ _ _ ._ .- -- - - -. -. _ -. _ _ : i i i I I I i I I I ' i ; �. ', � i : � �.. I + I i ' i __._. _ -. _..._ ___-. __.._ _.._ --__ ___ .-__ -` ._ ._ __- ..-.1 - ... _-1 ,y._. 1 -_L 1--._ 1 -__a. - - - - --.a'-_ _ ..- ---1--____-L- --1-_ -._..1... 1-. -.j-- -1- �� 1 "-- --#._� - �--f --'�----4- -� -----.-- -1 •� � i � -� +---'fi----i � +--_1-.-+ � +- ----+ :- �-.+ 1 1- fi -r ; - �--+ � ---J -,- � � + . j.--}- ----4- ---�--.-`t _ -.L. -..1_ -�- _�_ +_ �__+-----fi.- -�---�----�-- j----k----�- -1 �- ---�..--j---�--!--r- -� -1--1-- � r-t _--�- --�----{- -�-'--4---� ---� --t--- i i r r r 1 I I I I 1 I I I 1 I i 1 I i i I i i i I I i I t i I I '23. 1 I I I i I i I 15. 1 r I i ; I ! ' : i -+ �- -+-_�. i 1-* - __ .., . _1 __i + + - -1�+ l r i - 1 _ t +.. e� I- _ -�- --�- j ___�_� �_ - - - I +- - 1 + -- 1 •--� +� - - +- - } - -} - t t-- -- + ---* i 1i I i I i I i i I I 1 4 et 4 i i Ale I I i i i i I V i i i 1 i I i t I i I I I ! r : , i , I +...__ _.!___F ..._ __ .._.>- _._ � __ 1___ 1_,,__�_-_i.-.. .__.. ____-�----� .- _ _!r._.J. __ _•_ .�_.< _.i___+..__ _-a_ _ _ + -t--_._t __ 1 -- -_ -_� ____e.---� .- + __,____ _..�._ _� - { � _ -., y + --1'----1 �-- + y � !' -� � -;- 1 1 + ---1 -_l- � +----•+ �- � � � -+- �--- } -F- + � � �- t- � �-�- � � ��. + ----�---�. _j 4 e - + { 1 t �- } t i I i , � , s e, i ! + I I 1 i i i i t i I i i I I I i E I l I i I I ( , I I I I i PRbPO ED TO OF' N Y C RB U i i i L.I I I I t I t ; s I I - � ._ � _a _�- � --� __ -a' I + .__}._.__l 1 �---'�---� .� + _._1 .a -1 J -_ ; - -+ � 1 -1 �_ -�- _i-_a-` -� -� t -_� _� � t � -1 � � � # 4 � 1 « -+ � 1 1 �. � -, a j. + t + `�. � -f + � -�_-�. �_ .� .{_•>�- j._ _.j I I r i i i r � i 1-678 i I i i I i I i t i V i i 1 I I I F I I i I , i i i ' i I : ! I , : 1 i i i i i I i ' I I ( I i _ �' i s t j I I I ��1111�� FA i , , i 1 + t a J 1 1 J- 1 }_ t _. b } y e . f r 1 w t + x 4_ t y l + a ; ; ! y - - 1 - l. }�. { h '� �f } •t� i I b J i N i I I � i i I i � 8 i i i I i i i i I � i � � I w 8 i I N 1 I r 8 { 1 i : : I i - _ _. _ - - - _. r - _+ _ 1_�. i 1 __i- -- - 1 - 1._ _+ . .1.-- - - -�-- -1 + -+ --d a __+. _�._.. 1- --4. + ...d -� ._., _+ {__ -- ---..__.! , y -- 1 l -1--1 + +- 1 + _t + y a _ # Q� a - {j( - y _' R j{/jam/�7]{�y�j } + .._ 47 �, O O o ^ O - o o.. + O o w i : w i I 0 V w i A O i 0 I i I t w `M i N + w I I i I .. _ - - �.- a 4.- 1, a J .i. i � 1 L. 6,_ - �. L. i .1-- :.� a -�: : � a-�,.� � - :�- e � +-�,.� _ �..� �_ > - � � :F .� � � 1 _ : : I : : r i O O �__ _ . O O w t - �----- __ _, __ i _ ,. 1 _ . , -.y _ .-y_ - ,_ • +' _.i..__-: _ �► #_. > _ _ .. , w -_ _ -;. + !-, # .40% a .1- __-4 � -}_ +_ . 107 � � ---- 0.40% I{�7� � r 4 - - - i _! _ _ ._ r i f-.-- � - - 1. - _ _, _ _. _. _ -- i _ _ _ 0. 6% O - - - ' ; �------ 0.44% I i ; : I I .... _. _ -. _ -. __. t , _._.t-i -- __ .+-_ _ _ +- - } -+ _.1 a--1--a. - h y - A -�- .+ ..a._-_.1. 1 Q a f + + , d . + t € + + f - + a 7 _ I 1 I I I i i i I i i I i i i I i i I I : ; ; I ! r k s - -. _..__ _. _._. - __ __ ___ __ _ __ ._. _._ _ -: __. .__ -__ __ __ _. r_ ___ .__..L,._. ._..__. _ -_-1,__ -__ _- ____ .__ +- _ - _ _- _ _ _� _y __ _wa -J- _ k a -1 -d- -I---L y.-_� a- •'•�--� � -� # �--� L f --� �--� t i � -�-- _ - _-'�--- +- #------�- -�_ _ �.'.�..___�_ _�- -+ -+ 1 -- 1 -� + 1 + } } , t d - + , 1 1 +-1 i i t_ 1 - + + l -+ _ - + 4 + --� +-- } + - } }--" + - r-- t + i l + I I I I I I f , I i I I i 1 i I I I ! t I i I 4 i I I I t i I I ; PROFILE SCALE � � --�--_.-� �--_-�__�- t � � � �- # #� � �--�- --� �. r t --, � �' � + � � � .-�- -� fi -�--�---+- ; ',-'�-+- -T-T- - -+ -i- -,-- I i , , 1 I , I i I I i I I i I I i 1 i I i i I i i i i I I r � I i IJ A F i f I i I L � 1 I i ' , i i i i ; r HORIZONTAL 1 20 -' �- i I i i i i i I Ill � i I I I I i I I i I f I 1 1 I I > i I j i ' I ; I , 1 ; ; : I , .-.-.._._. -- -__. .._.. _....t. __.-1. _-..._._-:..�._.y _.._ .. _-_. _. _._.. .-._._-.y _.-.1.,__...-�..._. _____ _.. _. .___.!_ .,--1.. --.4_ { � � --+"--4 i- �-� � --F -� �� -� -✓• �' -9 � � �� t--+-- ��-----'�- + T'--h---4. `--�----}--- --1 .`.�.... ---+` -+ --r-'-+. -j.�. .+. _..� .-+_. _,-�-_ -__,}... _� ..� _j VERTICAL 1 4 1 _ ,. - __ _-� + _ + _ + t- + + _ _ _ .. __ ___.._ _ + - -�__ i i r ! I i i I I i I i i f i I I I I I I I I I I I A I I i i i I I I I , I ! I , I i ! _. -�-+ � ._-�___- '�- _�_ , a_-_ .__,j..__ , . �- . ..__._d- -__� -_ +--__y___+ ..-1 ♦ 1 --1" __�---�- + �-- r -4 r ---'+ d } t + +- -� --� -1 --1 } 1 -j -F---+---� -F., _� -k---1- }- _t r ---•± � ---1 }- �-- --+-�----, �.} _ {.. -�---I I I ---�---�---� : : I I I i I PLAN SCALE 11 , : i I � -' � E i I � i i j I I j I I 1 i 1 i i i i i I I I i I r i ' i + , i j r r I _I _-- - __ 2 - - -1.: +_. +-- 1 -_ - - -_.,_ �_ -1-- - -� - '� " 1 - -- +. + + _� ! 1 , ! 4 + - --� • 1 �- 1- -+- + - -' - ! + }1 •}- 'y,�{�,- - --'4 -� �-� -�- -� - - ___+_4,_____t_____+___1 - "t +--{- --1 }"--'�"---#- a 't- -'4 -4 -1--- J' + + !-----+ '_}' f--4- "}-_�"._ _.'_'- _. -t h -'�- -Y ,----�' '{'_._ _.�.. r ..._.__ -_..�_ _ -{...-.. � ,..-{----t-"-- ,_ .__ __ I i , t-- { 1 20 i i i I i i f i 1 ! i I 1 i i i + I I i i ! i 43+00 44+00 45+00 46+00 47+00 12 48+00 7 8' MA DEMOLITION NOTES: 12 12 PRIVATE DRIVE 30.00 °o F1 SAWCUT, REMOVE AND DISPOSE OF EXISTING ASPHALT BERM JOIN EXISTING SIDEWALK 8 7 7 8 074.6 FS �07 81 f5 + 11 AND PAVEMENT. SEE DETAIL BELOW N Z2 � 0, ' �S 2 1* 2v � � �rao = Ni 1 - 4 Fil PROTECT IN PLACE EXISTING ELECTRICAL MANHOLE AND _ co �'0 + 3 pw `` I • _ _ -� Ill DSCAPF FAY OTFNERS 3 _ _ ADJUST TO FINISH SURFACE. n Z ►. 11 TYP. 4 3 20 20 11 TYP. - 1r <r er m- = ♦ . . • a • - - . A ,q a PROTECT IN PLACE EXISTING PIPE BOLLARDS. - % - B = - - _ _ . . _ W_ r �� - ►I �. • ♦Li rin.�.�Lr !a - F- - _ 'r - i ' l�.IL- R _♦ _ _♦ . ♦ _ ♦a- � 849.46J�7�. o - � -: . - nn 11 r-= --i� _ -� - ----- -' - - ------ ----,.-+ - - -- --- - - ------ - - --- - - -- a. r _ FAI REMOVE AND DISPOSE OF EXISTING SIGNS. ECE� -_ •' 753 �s `y�� f � .,t NEW LANDSCAPE EY OTHERSoii� ,6 ELN LANDSCAPE BY OTHECD 11 y,, ��4. ti `� 11 \ \ � �>°1, , 2 11 \ .�`- q.� ""I.;,- a 1 I. ■ - - - --- - --- - - -'-------=--------._---_-._.__--- 4__ -�__ -- ---- ------ 1_V y i 4 �-- ° ° .°,. ��. \ i, \\ate GENERAL NOTES -� 2 EX. CURB do GUTTER ,� 1 l 4 �. c ,� ( - l ,yl _- aJ - 1. 1�t' ,: -1 - SEE SHEET 2 OF 9 FOR STREET SECTIONS. Y �0I ��, I I SAWCUT LINE I' ! I s r I SAWCUIl LANE. ' I Lj_ ,, �� - 5 3 1 5 b .� � 5 a - ' . 1 5 .� W r O _� Y % r x x x F < X x t x 5 x X/ )1/ )K' ,k' 1^ X L1 x. c.i x O O / t 1 1 !- `x 4 i 0 J O _ N TR TI N NOTES: Y C O S U C O �' \`Y � X x � �1 r K t vii X X `r X� �c, X x .x. W f k - o L- k � E'- =- V J % R `'C i < X /' Z rn r ` r Z + • r t Lj cp , 6 1 CONSTRUCT 8-INCH HIGH PCC CURB WITH 24-INCH WIDE GUTTER PER .x }.-" '.x. v X �. iC iX � ',.1 11� ,< : . s x. .� x x. >, < x _x. ;. ... -`C ,( ..;X --1E- Y �<_ �-:. x ,.. X Y ,. z k X X !�' x� < .K X ;i J. Y� x X W 0 . . . . ,Y ,S -.' '...v x, x.i it -�' X 't Y X' .F , ?C t - K CITY OF RANCHO CUCAMONGA STANDARD PLAN N0. 104 A2 8 k k K .x 'k= >< �_ \11/,< Y � z � � K �< X � _>t >< k- a � X x � .,� x �� X ( ) -►� •JY ,< 0 CONSTRUCT RIGHT TURN LANE PER CITY OF RANCHO CUCAMONGA - (!� - STANDARD PLAN NO. 119. 43 6 .�0 45 46 - - 3. 417 C O3 CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA EX. MEDIAN - _ EX. MEDIAN O STANDARD PLAN N0. 103. - - - - - - - - - - - - - = - - - - - - - - - - - - - - - - - - - - - - - _ __ - _ ___ - - - - - -- _..C6-- _ - - - _ co 4 CONSTRUCT 8-INCH THICK PCC DRIVEWAY PER CITY OF RANCHO CUCAMONGA - ( 3 Ict 0 , I r 1 STANDARD PLAN N0. 101 (TYPE C). o N .� 0 CONSTRUCT 5-INCH THICK ASPHALT CONCRETE PAVEMENT OVER 4--INCH - b I THICK AGGREGATE BASE. coo' . O6 CONSTRUCT ASPHALT CONCRETE OVERLAY MIN. 0.10' . (SEE PLANS FOR WV LIMITS OF OVERLAY . . W _ . . . . . . . . . - � . . . . . . . . 16* STL W . . - . . � . _ _ . . . . . . . . t . . . . . 160 STL W . . ( . ' LNLJ 16 STL _._ WV - - - - - - � - - _ _ - --- - - O INSTALL NEW 9500 LUMEN HPSV STREET LIGHT BY SCE PAID FOR - - - - - - - - - - - - - - - - - - - - - � � _ ---- - _--_ �_. _ ___- __ __ ____ SL EX. CURB do GUTTER �� AND COORDINATED BY DEVELOPERS. _ a ..----_ I = _ _ - - - � ___ _- --'- - _ -- __ _- �_ _ O INSTALL NEW FIRE HYDRANT PER CUCAMONGA COUNTY WATER DISTRICT _ _ - _ - - - _ _ - - - - __ - - _ ~- - - _ --- _ ...._ _ _ U STANDARD PLAN N0. 3. -` 'w� R w p p - _. • __ --- ---- �- - - -71 11 INSTALL STREET TREES PER STREET TREES SCHEDULE, SEE STREET TREES _ ____ _ - Ii R M!_ 'AM ""p - - _ - _,_ _-_ - _ O° �. -.._ ..,.._. -. - - - -- - - - - - - I - - -- - - ; COONSTRUCTION NOTES ON SHEEET 2 - - --- I `�' __. __. _� , - - ..� ._ _ ... _ _ 12 INSTALL R26S SIGN ON STREET LIGHT STANDARD. __ - R -___r ____ _-. � \ \ I o 1 - __ - - ­ - _ 1% ! _ ..,i 6TH STREET 11 .17 wpm-- A - ( ` rA I I � o 1 -- - - _ - LEGEND: .1 R. - O1 CONSTRUCTION NOTE REFERENCE SIDEWALK JOIN DETAILir 1 3 11 TYP. 7 I it DEMOLRION NOTE REFERENCE NO. DESCRIPTION OF REVISION DATE: CITY � _w. -. _ __.. .-_.__-_-_- __.. APPROVED __<__ _ _ __. _._y NOTE: u '\ b - - CITY OF RANCHO CUCAMONGA Q) r ASPHALT PAVEMENT REMOVAL $ ` -;. • / - - ,11�, 2.0 . E :. `1. t. SIDEWALK EASEMENT HAS BEEN DEDICATED > - -`_ - -- TO THE CITY OF RANCHO CUCAMONGA WHERE ter, j ��` �/ E STREET IMPROVEMENTS NEW ASPHALT PAVEMENT •= - � ;;�, .� SIDEWALKS MEANDERED THROUGH PRIVATE w.. < �-� � ' ,A,A,�� 6TH STREET / � � 1 � :-�. \ PROPERTY. o _. : s ... _ :� STA. 43+63.00 TO 48+00.00 ,� , - NEW ASPHALT PAVEMENT OVERLAY `� 1 1 `. TYR.. , \ QROFESS/p c / / p 4'q 11 \Tw. � -� 20.00' 20.00' \� �� ����" �"• Ka"`I NOTICE TO CONTRACTOR APPROVED BY DATE °� �� �% I- RCE ENGINEER -cL k �, NEW PCC PAVEMENT 0 10 20 `% 40.00, � L ,/ RCE N0. 24953 0 - I CONTRACTOR HEREBY AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE No. 3 6 ^' RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION DESIGNED BY: �W. RECOMM D: c SCALE IN FEET - - _- Is e__ Eorwotim 03/3t/a * � OF THIS PROJECT, INCLUDING THE SAFETY OF PERSONS AND PROPERTIES; THAT M.E.T. l� � FT XX PERIMETER WALKWAY sl y>L THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE UNITED TO NORMAL _ KE AFttT-.7JJC3A -X-"-- EXISTING ELEVATIONS cr qlE Oda WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND DRAWN BY: TM i�I s� m�A�Ns SHEET r * __ --__-_____---_.____. OF CALIF HOLD HARMLESS THE OWNER AND ENGINEER FROM ANY AND ALL LIABIUTY, REAL M M* �+ - � i2 w, SCALE 1 = 1 -� OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT J.R.M. t,l�„, „� t4 3 OF 11 XXX XX NEW ELEVATIONS EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR _HECK BY: Fmr DRAWING NO. o �: 8ENGINEER. J.H.K. H. Iuwa�1 ' "F '1 17 _ - _ - _. .-.. -. -__ _ ___ _ - - __- __, - _ ____ _ ---- _ I i _ , _ BENCHMARKi I i j 1 I i I i ; r I { , 1 - - - -- - ' - - - - 1 4. 1 a d + a + 1 + ti 1. i--+ - + _i. _- i -- +.___, _ -i 1- _._. __*_'___�.,_- ._+ I- - i - -_, .._ _ + -y _ . _+ - a _. -� - l 4 j + + + a- + 1 4 + + + _.l- -.�_ - ! - + ? + +._ + d + 1. 4I , , : , + ? I t- ROUND HEAD BOLT IN CONCRETE CURB I i , i i i � i I I I i 1 i 1 I I I 1 i I I s T : i : i i i • i ; : I , I , , - < -- - -- - _4._._ _ _..- _. _ - - - - y - __{ 1 -d 1 a 1 + + l 1 l ! i + + + --'-1' 1 1 -a + -i + - - 1 �. _ _ 1- + + 1 -{ + a +--� e 4 L - - R OF I � -, � � LOCATED A NORTHEAST CORNER : i I I I i i I I M L K A N TH i I i LEN VE UE AND FOUR STREET I i I I I { i I i H I � E!(STING �FlN UR1+AC f i XI T RM STIN 0 B i i I I OP I• E` i i , ; I f - - - --- - --- --`--- --- .._. _. -____ - "_ _--- - -_ -- - _� _..-..1.___.. - _�-_1 _ .�-__- ..-�1-. .. ( + a r- .--1 } -1 --i-._ �--1--1--1-_ _ _�._�+. -;_. ..�-..--j_ _ -_ .. T t -4-____1.. _-'. -f.-L 1----� _--1-`--d- --1 - i } y 0.5 FEET WEST OF DROP INLET. I � i i i f I I I I i ; i ; , i i : _ � _ _ ' _ _ _ _ -._ L__ _- � i _ _ _ S.B. 010191 _ _ _.- - -_ ___ _ ___._ _ _, -- __ __ __ - _ _. __ _ _ . _ i_- _ __.' _ S CO BM NUMBER L'a j i i O h h I TI 1 ELEVATION 1 I , I� ELEV 0 035 89 I I i i �: i � i o • i , M w J Y. I i . j N V 1 .,i 1 'O i I 1 i I : , : I I i r-- to rF "�' 4 10 f + +t w o w � j �0I0 i (•..� i ,^ 4 A. i ��ww w 1 t V � i p w I .^ j4Etj{ '1 !V 1� ( I 1 • - 1._ 4s-�- _-i._. - - _ _ I1.qz� a- _ _i- � -1 �_i - mak.- , I ; I i ; p I -i- -- - - i , 1= t i - w - -_ _ - - -- ._ - - II RR ----- - - -. --. _ .. _ -1---_-. __. !w --- ..__ - - _. -" _-. . - ___ _.-"-a 1 - _._ i _ - "^ r -t -+-- r- +' - < -+- 1 + , . }� I I : _, +-t , i i ! � I I �i I 11-.I---+-77��''L� 1 } , I I ' ' a _ s ...- _ __ ___-.t _. --' - __.- ___,___.- -. .._.__- -.__ 11 L 6f. _. _ _ _-- .._ .. _..l _ _,- - .....� _ _ _..._.+ _.-. -..-a-.. "._ _ _ -{ 1 -i t -a + r 1 4 ♦ "¢ +- 1 -1- -�-- -} i _ 1 i i I I I ' i i I ` , i i- t I . : ! _ __ _ _ + _ _ _ _ L. __ _. __ _- _�__ -_� _.. --- -- -+----�' - -- -}- _. __._ _- � ._ _� _ __1--+-_- __ __+---_¢ _ _ -i . ...�__..i-Y_--L __-1 --�--"+--i-- _-�--�--+- --� _+ __ -r ----�-_ --�- ---+---� -1- 1-- � � -+ --� 1-.�- a- -� � -, -1 � -1- --� 1--+---�'----t + +- ---+--� -r --'+ ----� --�- + --�----� " --• -1- t- � ---�--- n of n d , 4 I JJ a l i v I i i I i i i 1 I i ' ' ,i --� -'i- �- _ - -1- _ - � 4 - _ __.1 . -+ - i w 1 �.. - + -+ a - -1 rt + 1 . -� 1 ! 1 tr + } +-I -a - -1-- + t .-+ -} _ L _ 1 1_ 1-+ -+ + -+ i i V i I ! 1 f I 1 I I I i i i 1 i I i S i I I r I i I , i ; i I ; , i - -- ' - _ - - i -- - - - 1 -.r-- I _ ._i.._ _ _ . _ _._ --� - - -+ -- k - 1-- i _._ _ - - i -.f _ 1 a. - ...._j- }..__..ti - __ --� i -_. ._ . . -.�. " a - 1 - 1 1 1 1 t --1 1 + + 1 t d. - J -1 J + + 1 - + + -: -� + +. 1- - F I- P�sf�r fi t t�t� m } + I I I I 1 I 1 I Q I 1 i I I I I 1 i i i 1 I I , 1 , , , ' I , , i • ! f i i I , , , 1 a ? + } a } 1 1 d + 1 ? ! a t a_ - f l + k l i + # t - __ �. J.}_ * i p { h 2 i x + I W 1 I I I I I w i I 4 I I i 1 I 1 i I V 'W t i I N i i i I I I, ; , i i I , i i ; ; : , N t ' ''.._ - '-. -...._. _ -. _ _ __ __. __ _ _.. _� - _ .__-�. ._ __ _._... _ _..i.._ i__ -_1.. �► ___� .- .._. ___1-- .- - ---_1-__ _. _-- -_ ♦ __+__ t-+ _.+._._� __� _--' __-+-.....1- _+-�_� ._--! ____+-_ ' + -- � -d +_�1.,__� _• _ 1-_.._ j -+..- . __1 1 r � . + + } • -1 1 --d -1- C-- d -L"- � + -.I- 1 -� d d -1 , -1 + - � �� fid• } �. 1_____1_ _l ^ ♦ i f S w p O 0 1 I I I S I [[ww R rw v A I I V ; : i I 1 i� , i I , i , i , ; I , i i i ! -.- -_ li� __- _ _- ._.- --_.. .. __-- __- _- - .._--j--._..._ __-_'_.._. _.- �_. .-_..�.-. - ,., ---�- --1 - ----��- ----d- i -._ .-_ , ._ --..+ T.1-....._4- -1 d! �--� 1 1 + + [��+ Y --1-_ .1 1--- -�- -+--+ ---. + 1-..---J- -'� _--1-_ .+._ - _+.- -- - -d---.. r { +_ a + + 1- d 1 -+ --.1-- 1 1 + -�- -� p t a s y. O O nl Q t -1-i-. _+- � !L -T. - t..-.t ♦ O h i 1A ♦ ►� w - •- d w w O .� Iw p i S fA i h A i R {i % _J p i T I i i i ; ' p _ - __ __ -_.- - ­4-. __'_ .__.-._-, _.___. -__ _..__ _._..- .. _._,1_.T.- _----, _--..' __..1---- --_ ___. __ ' "___•-..- 1 ♦ �1. __. _.-- _ _ - _ .+-_ <,- _ _e r 1 .# a !� i -+ -.---1 d---- + -+_ t -'I`------�- -1 -+----j .�... �.- -.-j... _.y _.{.. A _'� #__ ..4 j ..._ w ♦ a o 7 1 . 7 0 i O '� 2 I Of w 1 I I i i i ---- ; I I a 1 i .._1.. .._.y._._. .:- _'r"___#__-_-}_.-._�.._. i. .._>_1--_�. _ .l_-__1_.__-!._ ��f Ll . O x. Q1� ._+__-.-.a..__.._+. . - 1 +- - , 1-- + + d 1 + -F-•---� t �- k --- .._-�-._ _ _ _ '+- , EE �j I w w N � w f � � + � � 0.40% . i I f1 I a r -----tea 1 1. F i ;� ! i - - ` 0.4t1/e - _ .+ } "'�_ I i 40� t 40 0. 0. __ - _ __ _ __ _-. _. - - _a i1i Y . .40/O ,. ti , 1 0 1 -.+ b. t- -* ..+ ..i .�. F. -f , a i t -1 � 4- T ,t .� t.. .-t... , i I I I I 1 1 t t I , . , , i i ` _ _ _ _ ._ _.. _ _. _. ... _ __ -- ' ' - 1 _ - _ __ _- __ _ - _ - _ __ - ___ _--_ __ __ - 1 .-._ _ - -1--1 j _ j _ .1 1- 1. _ - __._. _ .. _-_ _ - -_. --L" .�_ - - _. I I ___j _. ..,...-fj�,_+..-�..-_-'"f..-__-?_.. .. ._�.�.___+_.._._".F ...-{.,-.,�.,�-_-..._--?. _-.+. ..._¢-___t( ... "i ._._._ __ .r ♦_. } + i t i } --- t -f t Y t --� I "-_�.. 1 �. _..-}- ...�... .{_.. _."f.- ____.l_� -t..- I 1 i i ' 1 ! 1 1 i ! j I i { I ( I I I i i I 4 1 I , i i I � i I i i , t ! I r _ i I I i { I I i 1 I I , i I ' t , ! I I ; s i I i i 1 : 1 ; : i i , , I , , , -_.. ....._- ,.;.._.�...._ _...._._�-_�-t- �L. i -_-- ---4.._ _+ ..._+-'--..-__- +"-__.j.......-+---+------ --+- ♦ }-t-�- - 1 1---- -{ +� '--} i- -+ �- +--1 ? t------'--•F" -?-- - .-----r --+ '�- -� -+ + -}--------} "' '---r"-- + ---'}-- --+- -r- '# -�---r--"--r - 't---_¢-'+ 4 --�- .-�. .-- _=-t.--1- - --� ,{_. - i } -t--� + + , - i i I ( I i t a I ( i I 1 f I f i t I i i I 1 i 1 I i I i 1 I 1 I i I 4 I I i i I ! i , i ! i I ; , , i ' i ' i , f , , i I __ _ - _ _ __. ___. __ __ _ �_ 1_ __ . 1 1 1 1 i 1 __�._.-1- - -_ _ _ �_-,- _. --�- 1--� { -1- 1- - -- - 1 1 ��������J�� 1 I I I I ( � ; ,, S ' 1. -tib ---}- ,_'_"�� -Y �,- }' � l -�- } � --.+ � Y 1 -✓• � ✓` -�- } �-�---�-- ---� T , --+- -� � f--�'-�'_-_t•_'- , + Y : '_1--- I �._,f.___.+-_- ----+_ _1-_-.1---1 -�--'_- 1 -•� �--t--+--�--_.t --� �_____�____�___� i�'� --+'-�- I i 1 1 I k i i I I I i I i i i I I 1 I I 1 1 1 I i i i i i i } I i i I I i I I : , I , i I i , PROFILE SCALE -i I -+ - - - -,-. --+ -- --� -- �- -+-+.-- a }-- _ r 1 1 ,-1 _ + ---�-� --� a + _ ------, -+ - - fi--�- - --f .--} -�- -1- - -� - +-r- ---- --�--r -- - --i-- - i --} -- I I I i i i i i I I s I 1 n s ! i I i I f I I t ; I 1 1 , ' i i HORIZONTAL 1 - 20 t ' IT1�- i I ; I I I I I Y i A t 1 f t 1 I 3 ff f i I I I ! , i I i I I i r i I i I i I ! ; i ; i i [ i i , VERTICAL 1 4 _ �_+ 1-__ _- . _-,__.,_._ --1 , _I ..- }_, a +_ _� + _1 ? i_ + t + 1 ar, --- - + +- -+ -�- - - �-+ I I i , , 1 � i 1 ' i 1 1 I 7 I 1 i t f , i i 1 i i 1 I i 1 i 1 i I i L I I i r i s i I i I i I i i i i I I : , ; , i i ' _ - - - t_ __ ai i_ j- _i 1 + -�_ { a j 1 - ! �. _�- - - - - --- i - � _- i - _ 1 _ _ ,.-.1 ,-._ + -1---a - +_._ _�_ - 1 k - . - 1 + + + ! 1 t 1-�- 1 }-� + f -' - -+ 1 -+ ---r + 1 -+ PLAN ALE i I SC I I i i I I i i i r r i I I I L i i 1 i i I i L I , : : I - !___ _ -- _ _ _ w ' -- -1. __.. _ - i ...+ - ..1 -+ _: - a "-1 1 - -- -;-- -+ - # 1-+ +-- 1 , + - + +- --1 }- 1-1 -+ r -t # __�_-1" 1 1 } ? a - "- 1 -� -- 1 20 - I i t I i i i k i 41� I 1 1 i 1 I I i I I I 48+00 49+00 50+00 51 +00 52+00 53+00 12 7 8' 94 12 61" TR EST \, -j 12 R.w. 1 END CONSTRUCTION I ` 7 $ N5T361?� 27+47.84 MILLIKEN AVE. L� 3 1*v 8 40.00 7 3 3.29' . J ^ 11 lYP• o 27+36 BCR . I cy- LEGEND: ' so � + 5 _N� � 3 20. ' o 1076..58 FL ■ Z op 1 _N't Z � � � 11 ] J � : � 1076.58 FL I V o 0 11 L ., 11 Tw. + � 0 1 L 10 ` 10 • 1 CURVE DATA REFERENCE ♦ - 1 w z � 1 1 5 5 3 z - 3 7 _ a 1 10 � 8IV g 0 ro o PB a ♦ ° - R.W.- - - R.W. dr _--- � �R.w.f 7 I �1 CONSTRUCTION NOTE REFERENCE __-__ - 0 . ° N89'31'48 � °� o `849.46 ° �� 1 �1 DEMOLITION NOTE REFERENCE W PB NEW UWDSCAPE HERS o •' --" 2 -- __-_- -- 19 1 I I I _ /�y : . _--- -----------_ - ---- APE BY OTHERS ° Cn � V_ 1 I � .� s-- ---�--- ------- _- ------ ---__- - --- --- --- _ - _-__ - __-__ - - 2 00 K _ _ _ �, Z - = -- __ - - -- - -- -- --. -- - -- - - -- --- -- ---- -- ---- --- - 'b� M! EN AVE. ASPHALT PAVEMENT REMOVAL -----�- --- �� * - F , �� ' I ` I� SAWCUT LINE I ' �� - ` SAWCUT LINE 107&.57` I t �� � Im . ' , , , _ ^�k � ~10I5.8� FC 9 -.,' '� W ri.: _� 5 �..• . ,� 11/i �\ 5 o I _ m �o O r^ 0 o o n 0 of cS s W X r 1 � 4" x x i - \ - i V V x. N ASPHA T PA ME EW L VE NT x � ni moi. �� 0 .i�_ \ co _ f X CS� ti x ,l': x � � a rY - - , � x x yy :. I , X t >' Y M , '. O r Y \Y .V - - \! X �`X% -`Y�, `k� 's-+C X- �ti x. - [ ?( Y. X X ,\ -L K V IQ_ �4x ao v oo .� t y ,, - .- n X 3 �! et • ,� . , 1, \ . '� W �� v -. k x X x :< -> 'Y 'Y -X• -v X r. ,q, Y - X ,Y. k < �, It ; y r -.; It �X X `X X, .x. `. Y:- ,v; k. -.,Y, .y, ` -,kms- ��.' ,t" �: -X, is O i I A X x t '/ V, 1 I I �V Y v` X ��c� Y X� 'x x" i x , n i �_ I, ,._ '.y :_ � ��,� •x >( L. .x/. ...'..�_ `, . ..' 1,";: -x .�.� .,.� -".�: r , NEW ASPHALT PAVEMENT OVERLAY + Y, , ;\ �, V - / V' 41..-\ Y < x l-- �f X X \"X' �'X \Y .Y \ � I ; x X E I W -- _ - _ _ _ Y' V, EX. MEDIAN - - -.1 __ i __ - _-_ _. 4) ° . NEW PCC PAVEMENT - - - - I _ _ - - I {yL S 89' 31 48 W � .4- - - -c II - I Wei - - � - _ _ -t� _ _ _ -� ---� LQ I I ^ � 2xx) XX EXISTING ELEVATIONS . z X.XX XX Ut__l . W + co I � z NEW ELEVATIONS m �, X.XX XX Z I � . - l I U . 16" STL W - . _ . _ . . . � . . . . . . . . . . � . . . . . . . . � . . - �- 16" STL W __ f Q I 0 10 20 ` I I SCALE IN FEET �� - � 4 : __ - - - - - _ - --_�T_ - __ SL ­- - - . __T _ - - - --"- -- _ SIGN SL - - �_ -- - _ _"- -- _ 11 I - - ---R.w.- - - - - - - - - - - _ _ _ _ - _ TsL FH bslcN - - I I o 11 . ,' ;I - - - - R.w.- - - - - o . I _ - - - - -R•w•- - - N \ _" n a 01 DEMOLITION NOTES: CONSTRUCTION NOTES: N_ N --- I ❑1 SAWCUT, REMOVE AND DISPOSE OF EXISTING ASPHALT BERM O1 CONSTRUCT 8-INCH HIGH PCC CURB WITH 24-INCH WIDE CUTTER PER O7 INSTALL NEW 9500 LUMEN HPSV STREET LIGHT NO. DESCRIPTION OF REVISION DATE: CITY � APPROVED - AND PAVEMENT. CITY OF RANCHO CUCAMONGA STANDARD PLAN NO.104 (A2-8). BY SCE PAID FOR AND COORDINATED BY DEVELOPERS. NOTE. CITY OF RANCHO CUCAMONGA 51 REMOVE AND DISPOSE OF EXISTING SIGNS. O2 STANDARD RIGHT N0.TURN 9 LANE PER CITY OF RANCHO CUCAMONGA O INSTALL NEW FIRE STANDARD PLAN N0. 3. SIDEWALK PER CUCAMONGA COUNTY WATER DISTRICT SIDEWALK EASEMENT HAS BEEN DEDICATED 0 ® REMOVE AND DISPOSE of EXISTING CURB AND CUTTER. T O THE CITY O F RANCHO CUCAMONGA WHERE O3 CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA O CONSTRUCT DUAL ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENTS E F91 PROTECT IN PLACE EXISTING TRAFFIC SIGNAL. STANDARD PLAN N0. ,03. STANDARD PLAN N0. 102. SID EWA L K'S MEANDERED T H R 0 U G H PRI VAT E d) 6TH STREET & MILLIKEN AVENUE U) 5 CONSTRUCT 5-INCH THICK ASPHALT CONCRETE PAVEMENT OVER 4-INCH S INSTALL STREET TREES PER STREET TREE SCHEDULE, SEE STREET TREES PROPERTY. cn 10 PROTECT IN PLACE EXISTING TRAFFIC SIGNAL PULL BOX. O THICK AGGREGATE BASE. CONSTRUCTION NOTES ON SHEET 2. STA. 48+00.00 TO STA. 53+00.00 u I-- 0 01 O CONSTRUCT ASPHALT CONCRETE OVERLAY MIN. 0.10 FEET (SEE PLANS FOR 12 INSTALL R26S SIGN ON STREET LIGHT STANDARD. C'� 0 SEGMENT DATA �o ?,?,OF A#4 l NOTICE TO CONTRACTOR APPROVED BY: DATE: LIMITS OF OVERLAY) N,� 0 yT &C,����, _ CITY ENGINEER ' �� RCE N0. 24953 0 U SEGMENT LOCATION BEARING OR � RADIUS LENGTH TANGENT _ ' `' CONTRACTOR HEREBY AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE DESIGNED BY: RECOMMEND D: O1 CURB Q=91'34'31" 35.00' S5.9 4' - �" N o 05 m RESPONSIBILITY FOR JOB SITE CONDRIONS DURING THE COURSE OF CONSTRUCTION rlEfw�n.r c OF THIS PROJECT, INCLUDING THE SAFETY OF PERSONS AND PROPERTIES: THAT M.E.T. / 0 2 CURB - Ex0otion' "/a THIS REQUIREMENT SWILL APPLY CONTINUOUSLY MID NOT BE LIMITED TO NORMAL \ �► KHR At ATS i o Q=19'07'12" 84.50' 28.20' �- " DRAWN BY: - SHEET a WORKING HOURS, AND THAT THE CONTRACTOR SWILL DEFEND, I IDEMNIFY, AND COMATWO RAS/ARCHiFCTS/!'LAl�FRS a_ F " Sl�lF CIVIL O��\r HOLD HARMLESS THE OWNER AND ENGINEER FROM ANY AND ALL LlA81lITY, REAL J.R.M. , 926t4e too 4 OF 11 N OF CA1-�E OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT 949756-6440 Fax (949) 756-6444 s U CURB Q=20'27 19 84.50' 30.1 I - :1 EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR CHECK BY: ( ) �� DRAWING NO. o uoeR n[ CF. Q ENGINEER. J.H.K. AKS K RA .C.E. 30W) 17 V cri _ _ . i BNCHMARKi _a - -+ --_.._1_.__-d_ --+.__.+ ----1 . _�- _._1--_- -----..+...___•- --1 ._, .._,... - __'+.._ __._t_-_-I-_-. i r + + r- +- + + -- + -1- i + + __+_ -..j-. ._ ..-+ - -#-- -- - --* --i^- -•�-- _..F_ +. - - �' 4 1�c - - { - - . ROUND HEAD BOLT IN CONCRETE CURB i i I i ♦ I i i i i i (']e i I I t : ; ; I i ! 1 : I ; j , -- _. - _- __ _ __ _-_. - _ t.___ �_ .-. _��- I _.-_-, _ �__d-_-. �._._,-__a.___ - .. ,--i -._ , __ ___+-_ -+ 1 i7� -i - + + LOCATED AT NORTHEAST CORNER OF , I i I - w v I I i j I f 1 j I I I i j i i I { I 1 I I of IK H M LL EN AVENUE AN FOURTH i D 0 STREET i i i i N T 1. i � 61stNd 0 0� C + �X p I9.11 �v I i I f 1 ; , ; : i i ' i 1 , , I j : w i 1 i 0.5 FEET WEST OF DROP INLET. i I ( I I i i I I I I 1 t 1 i I i i i i 1 ! i , + + _ --_+ - 1- . __ - ---� � + � -. to � + --+ , + -+ �- opp + -+---+-- r -� - - ; 6 ---- �---{ ---+- � -�----+- S.B. CO. BM NUMBER 010191 w �;, w ` j , .�- I i I I TI 1 A ON 035.89 I i I I ELEVATION ' i i i I � i i 1 , I _._ -__ -- -_.. _ _. ._. ____.. _-- - .__- _.�.I. 1-_'-' _.__- ..... _.._.�__._. _-- _,.. _.___ . ._.._.'-___--l. - _+._... -_. _._--+_-- --__ ____�--.._.+_____. - _. _--1... .tr .1- -_4.____.-+. -4s < ., y._.-1.. F. -4-- .-+- -+ .1 � 1 � + i- -+ -{- +--•--}-.-__}.. - _+ --.-j.- _#-..-,_ .._�.•+- 4 -�-- .-_-T.. f�� __� , � i I w 4. i I � i 1 t i I- i w i i i I 7Izi I i ; i , 1 w L. , I 2 ,A .j i _J 1 i- 1 I _ I I I i i ; i i i I i � I i 1---+- -� -- ---+---.}.--+ _. ^l.-i.- �-----�-. {_--1----_a.-.-- --_�-- _.'-+_.__+_----. .- +_--+-.--a--._...._.__. --...,__.-_r-. _1---- -1_._ + L - --e-. +- }-..±-. .a a 1 1-+_. . .. r +-- ------} {--{ -- ---�- t' --f' .E _ - I 1 w l i i i 1 I I i % , t I i i i I I i i � 1 I I i � i t I f w , : I i I � i i ; , i ; ! : -� 1 l -j--- , � --+ �- ..�y.__�j...__-f--.+-_+-- __.�_.__.. .-_-.-j..---♦___-.1-.. +- � _;.__. N ,.-.j---•-�--�i• ---1----�--._.�.�.y.... _� i �:>1� � i . -+ } � a t ---�- � •�--+-� --Y -1- � �- -..�.._..f,_�.__-r, �- j-.-�'. --}���-__-�- --�- --j- --+-- -t- �. V V - i i i i �- t I t - I 1 i E i I i I L i I , 60.90 I , _- - _-- _ __, _ _ __ _ _ - -. _ _._ __ _. _ i -- - - -- _ i { + �- _+ {_ + - d - +- - - --� gas i i i t i i i i 23.56 I i , i t I : : i , 11 + - 1 _� -1 ._ --j -. ._# _._ ._.._t - G ._ _._ .+ }_-_1___+ ,- 1---• - + } +- + -+ 1 - d-- +-t- - t -- 1-- -+ --t - j ? `tT� 4 I I I i i 1 1 t I 1 I j I 7 I 1 I 'I I I I { i t 1 I s i 1 J 1 i 3 0) I i 1 s I 1 I a O i , ; : i i 1 1 �b8 a a__ d --1- - I_ -1 _ ! d -- -41 �- 1 1-d a -i - ! -- - I i os i I i Y __R_}_ � RO SES T � E }U B i I i P C I L i 1 r i i i I I O i i � I ! I i i I i : : 1 - _ , . ; I w 1 I ; i I i i - i , ! w �O O I ; , { , I �I w �A I I I . I , , I I a 1 -1 : I I : , I i I I t ; O I + i I ,. O � I ! i f _._ _. _.'-.. - -- ---vzru i I _ _.. .- -- --_ . -_ - _.-.- - I _.1 _.+ ,___+._ .< ---d--- - 1- 1 --j , +__..� -�_._ ---�- + _� -- ---- Ol - 1 -� __ a z 1 ._} - j } j i _,1 -.. +_.__1- {_.,..1_--__L- --i.. 1 - i-- j 1 j.-_+_ -+- 1 + + , a + ? { 1 + } I w w i I d I i , I i i I i i mil f i f h i i , I , I i I i : I - - - _. _ a_ j--_ he ♦` O A A 1^ y 1 _]' '-1�. I 1 I i f� 1 I 1 1� M I I i �! t T : ' : , r i i _--._ ___. __.. ._ -_. .tom i +-_._.a-.-_.__ .- - __ __... ..�, nl - �.,. r_+-.-.....�_-___1---__ i_.__-1- -..a ._.j. -� --!_..ter d �. +- -f- �- - ---�- -_-j + --� _ +__ { j_ d L_. + t_-j._.- -_ 1 _ t _ r } _: + + 1 •- , 1 _ > ►_ - + 1 a 4 '��i�) w [[S ; t t t r `j�j'\) (�/�J : � OR I I I �� I t � I i i a I f i i i I o) i € i A ! : ; , : i i I i - - __.ill _-. . -----i- -1_.. __ - - ._._i-._-' - -._ _ .. _. -- +'' -__l.._ - -- --. d---'� - ---�--- -1----a--._._. .d�--1 -- ---�-. _ __--�_ - - 1 - --�-- j _ {-.__ _.1-- - ' - - + --+-- --. --i +-_ {-. .a--j - _._ 1._. i-._-_1 -. 1 } O b. 1_._.d_.. a } ._.a--.;_...__C�j ��C� _ [QQ��� 1 1 t �" �- i i ; I 1 R I i I I 1 Q� i I { �4 I i i i i ' I ; i t _. s_. _ _- _. ._ _._ .a_.__._.__..+_.... - - 1 -.l__ 4� 1 1-_ % i t �86 �._ L j i r - - 7 1 I 1 41 1 1 1 I i I l i I -- - i - - - I ' r- 1 - -. ._ - __+ -� - j I I i ; _ _ + + j- _ _, + t + + a t ¢ f t # i + + t 1 i '+ __---.i 1-1 . -.. .<----- .__---+ _. _..i�_-,_.__}____---1. ..--�--- ...+-._-_-+..__..�. +__._.' __._.: .._ _ ♦-. a..._...{_-. i•' a -1 - --F + + _ t -- flOWL1N€ -r . 1084 . 13% : I I , : Ill i I L I I ; 1 i L ; i t : , i 1 I I f i I I i 1 i � 1 I i I i i 1 1 I 1 { i I f i I I I I I I s i �����������1�� I ; I I I ' I ; : I i I f I 1 s i i t i - f I 1 1 ! I I I i i 1 1 1 i t f f 7 , i I i i t I I i I i i , I : j i I I i I I �' ' 1 k -_ - __ t-- _. ..__. __ _... .._._ -_ - ...._ l-..-. _� _ 1.-_ + -.� >--+ I t ._..__1.._.....�_. _ __. ...___� _} ... ____l._-,j._�_--Y-' �. _�__... ^�-i' - f.� - ._.!-..�_�--,- ..-..._'_--T__ �.�.-. �.. _..- .__ -�-� '^f--T '}'----'-T- (1 1 ._- _. �._ -._. `t--1 --} .-_..} - f__-.j.-� _--.i. �.- r -.. >Z �--- � -h 1< _--f -T-Y 'T- '� -'7- T ! �� --T- I - i _ -T-_ 'T� _ _..�.__ f I I I I i 1 I I 1 I I I i i f i I I i I . ; i i I i f i I I I i 1 i I E t , i I : PROFILE SCALE -�----4----'+--�- -+- -t--, � �- -�--� -� _1---:---� - �--�-__1 _+-�._-.t_ ' -�---k --�--�--�- _�___�-�- r - --�--+---1- --�-rt I ; ; i i i I I � i II t i i ; I i i i i I i p f I L i i : : I i - - - - _ _..+. - +. ._.. _ __ i �- - + ._s -. -*_ +- - ._ - ; 1 -1.- a- - - --4 -+ -+-- i. ._,. __ +_ 1- - 1 . }_ 1-e 1 J- ,- -- - + + 1 --1 - + -� - - �- + �-� +- .t- -. - } HORIZONTAL 1 - 20 } -� - -� 1 -+- t - -, i I i ; I t I i I , I I I i I i I I ! I 1 ! 1 I 1 I I I » f i I i , i s i f I,i : I VERTICAL1 - 4 -_ _ _,_ -_ �+ ___J_ _ __ ---t%___..� . _j __s��_ __ ,. -_ - -4-._. .,___-��t- _-__d_._.,-___ __4. { ____�-. - - T___ �__. .}---+ ___}-__ 1_._t _- _____{_ - + + - -i ' + -t t t 1 i 1 I - j i 1 i i I i i I j f i i ! I ! f i ! i I 1 t t i i I 1 ! i i I I I I { i I v i 1 i I I I t I I 1 I i f i t I 1 I . 1 1 ; , ' 1 : I • I i - - - + , _I_ _ . . + .__.,. ,�_1_ ._._, ! -� -1 _ _� -t -1 + 1 r l } -� 1 } t -�- 4 -+ #- l + t - +-_t-- - f ` �--t s -t fj t }--I PLAN SCALE ' r : ; 1 I I ; i { I I i 1 I { I I I , I I I I I I ( ( + I { ( I I i i - 1 - - 1 , I - I -- t _.. __ -_ __. ,_ i - d- j -j.__.j. I _ - + -T- L - -- --+-.-_-l__._,}. _ -r. I i _ ._1 -F-� _i ._L - -i l 1- -i _f 1 . _ - �-1----T- -+ -i -1 -+- -1 - p f -1--_. ..._1-_ -. .-f ...,yy. ----4 .. -__i--t-- �-.._.. .�.--_t---+ ._.__+---. --- t -t "I- - ---'�----� -�- Y-�7�' f "'T' #----'- ---?-- -�- - - I I I I I I f I 1 t 1 4 1 I i i I ! i � 20 1 I i i f I i i i i i i I I i i r 1 I 1 32+00 33+00 34+00 35+00 36+00 A=1125'16' PROTECT IN PUCE R=227.25' CONDUIT S/GNAL L=4.5.'30 20.00' 9.00' 36.00' MILLIKEN Q VENUE CONDUIT dt PULL ES -•-.-...-.---•-__- A=1175' p 4 . 1 �Oes 2 a 11 I 40.00' _ ch I ` V R=22 . toffs t2 TC 1 20.00' 20.00' ~ 3 11 lyp L=45.30' °ate s2 3 rag5.45 1 rum 3 � ° o�T 1087 71 n + 3 m � � dommove / - - • o e_ v - - - - - • 591 1 TYP0• a. • Iq • ° • • o • • • � 11 11('20" 94 L • • • 1086.30 FS 3 . b • • . i� - • _ v • v• °• 0- - - -- - - - - - - --- - -- - 91 - -- - -- - - - - = � �. • . ° O• - - -- Q ND0'05'1 D'W I 2 X81.72' v •. o 14 . • 4 .Ids v R.W. - o • • v, • ° -i-----------------L-------1- ------------- --_+-----_----^------- -------�-�9 4 ° TSPB =ELEC - - - - =TSC_ - -----'-- .----- = �-_-_ �j �- ___� -�__ _-__ -_--�-r -- - �_� } = -1- ___ -- _ � - s = ,��.� ;�- - - - - - - - �IGN T�PB SL SLP ° ---------- Y - _ _ __ " r�� � � '�� ED -- 'Z_-ter-- _ -- ---f r--r f� ��-� -3s- �1, ;,� � ., 11.x, ,-'-7 '.�-- _�.�. _ - .3-j - .�� '.r _`-I-- - `�` '. � - Js-' - 1084.72 TC / _t �t 1084.08) FL 1065. TC , - . X I , ,k - X, 1 . `:< 5 2 1089.84 F.49 C ;; = 1084.3 Fc 5 6 7 5 6 5 o�: ti ,; o� p RC P 30 G` I i 30 RC SD r r ►� Q - - - -- - - - - -- =- - - -- -- -- I - - kr).' co - _ �- _ h. --<----' � .,rte_ �.� _ � ----�'.�--- - _=- - -- -�_�� -- ---_-_� - -_-=- - -- __ .�. --- - _- _= - --- - - - - - -= v v + j ^ � + Biu v + SPDMH EXIST �, ,,: `�/, K . Y x x R ' ►; - iz 9 x x J � JOIN EXIST. JONES E o T- .,.'-: .. y x .x -,,a ,r ,..fit" r. -s r - :�'F++- �' - EG. CONST. 6 11 - LAJ 6 END CONST. B , �- ti Li x' 32+50.00 c� s � 35+90.00 �, a 0 y O W K x. r I%- / / m i` t` _ 1 _� Z - . . . . . - Z - . . - . . . . . . . Z o -$- 7 7-7���� w ? 7 - 3315 _ -� .. - - - - -� . . - - - -. ccn -.. _ _ - _ +- - 7 _ T _ m _. ,_. �. � '�- --� �-- -01 EX MEDIAN _ N 00' 05' 10" E � � 10 o - c- - r Io + r SMH I + r (D N -15" VCP S I i �- w 1 r`) l Z = I -1 I ', = U � ' � _ SL � e_ SL - . . i-- m . . . . . . � . . . . _ . - - _ . . . . � . . -�. �� =12" STL W- EX. CURB do GUTTER �� - - - - - - � - - - - - � � - - - - - - - - - - - - - -- - - - + - - - - - : - - - - - - -� - __ - EV<-- I � FH o SLPB a � �-- b SIGN■ -�=ELEC Ts -V7SLPB �` FH LEGEND - - -EL ■ -ELEC , E % i SLPB . - - _ : - - . . -,_ _ _ _ I-- __ E DRIVEWAY - - -- _ - - - - - - _ _ - - _ - - . _ _. -- - __- t� - - __ _._ _. _ ---- R.W CD CONSTRUCTION NOTE REFERENCE RW f ,. --- -"" N f - 1. _ -' B __--- , : --- - 11 I _ - _ _ !, .. I --- I- . - __ _ _ ! I 's i ----- I --- �1 DEMOLITION NOTE REFERENCE . Z -1 ( .. -_ O N O NEW ASPHALT PAVEMENT DEMOLITION NOTES: CONSTRUCTION NOTES: 01 3 . 7 . NEW ASPHALT PAVEMENT OVERLAY Ol CONSTRUCT 8-INCH HIGH PCC CURB WITH 24-INCH WIDE GUTTER PER N Y' 2� PROTECT IN PLACE EXISTING STREET LIGHT. CITY OF RANCHO CUCAMONGA STANDARD PLAN NO.104 (A2-8). CITY NO. DESCRIPTION OF REVISION DATE: El SAWCUT, REMOVE AND DISPOSE OF EXISTING CURB do GUTTER. 2 CONSTRUCT RIGHT TURN LANE PER CITY OF RANCHO CUCAMONGA NOTCL E: APPROVED N0 E • NEW PCC PAVEMENT STANDARD PLAN NO. 119. CITY OF RANCHO C U CAM O N GA �7 REMOVE AND RELOCATE EXISTING STREET LIGHT wrrH NEW SIDEWALK EASEMENT HAS BEEN DEDICATED 8-FOOT MAST ARM AND PULL BOX. O CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA o X� xx EXISTING ELEVATIONS 11 PROTECT IN PLACE EXISTING STORM DRAIN MANHOLE AND STANDARD PLAN N0. 103. TO THE CITY 0 F RANCH 0 C U CAM 0 N GA WHERE STREET IMPROVEMENTS ADJUST TO FINISH SURFACE. T X.XX XX O4 CONSTRUCT 8-INCH THICK PCC DRIVEWAY PER CITY OF RANCHO CUCAMONGA SIDEWALKS MEANDERED THROUGH R O U G H PRIVATE M I L L I KE N AVE N AVENUE NEW ELEVATIONS STANDARD PLAN NO. 101 (TYPE C). x.XXXx PROPERTY. STA. 32+00.00 TO 36+50.00 CONSTRUCT 5-INCH THICK ASPHALT CONCRETE PAVEMENT OVER 4-INCH �' SEGMENT DATA THICK AGGREGATE BASE. o QRpFESS/ON' c GENERAL NOTES■ 6 CONSTRUCT ASPHALT CONCRETE OVERLAY MIN. 0.10 FEET (SEE PLANS FOR cc�� 1. KA�q ��, APPROVED BY: - - DATE: �/ o SEGMENT LOCATION BEARING OR RADIUS LENGTH TANGENT O LIMITS OF OVERLAY) cn !�ti 4'G?, y� NOTICE TO CONTRACTOR CITY ENGINEER C �� £{1 RCE N0. 24953 " SEE SHEET 2 OF 9 FOR STREET SECTIONS. w , ` ''� CONTRACTOR HEREBY AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE O Ol CURB =90'46 53 15.00 23.75 - ., 00 m DESIGNED BY: RECOMMENDED: O7 INSTALL NEW 9500 LUMEN HPSV STREET LIGHT E,�:�t;a,. 03/6 a RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION nen W. O2 CURB A=90'00'00" 15.00' 23.50' - BY SCE PAID FOR AND COORDINATED BY DEVELOPERS. I of T}Ms PROJECT, INCLUDING THE sAFETY OF PERSONS AND PROPERTIES: THAT M.E.T. i ,� Sl C/Yl L �! THIS REQUIREMENT SWILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL 1- - A�AT� i 9lF Oc�� WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND DRAWN BY: COMM-TM /ARCKI6CTS/WLANNM SHEET U3 CURB A =17'03'41.50" 102.25' 30.50' - 11 INSTALL STREET TREES PER STREET TREE SCHEDULE, SEE STREET TREES OF CALIF HOLD HARMLESS THE OWNER AND ENGINEER FROM ANY AND ALL UeLTTY, REAL M MOM SOW - site 120 CONSTRUCTION NOTES ON SHEET 2. OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT J.R.M. r►rlr■, CoMonia 92614 6 O F 1 1 O CURB - (949) 7ss-6Ma Fox (949) Is6-6444 ) A =17'03'41.50 102.25' 30.50' EXCEPT FOR LIABILITY ARISMG FROM THE SOLE NEGLIGENCE OF THE OWNER OR CHECK BY: LOW 7W a; DRAWING N0. - S H JR. M.C.E. JO'W) � ENGINEER. J.H.K. 17&8N BENCHMARKe ROUND HEAD BOLT IN CONCRETE CURB LOCATED AT NORTHEAST CORNER OF MILLIKEN AVENUE AND FOURTH STREET, 0.5 FEET WEST OF DROP INLET. S.B. CO. BM NUMBER 010191 ELEVATION 1035.89' M11-L IKFN 1091. 3 T Ot � � 1096. - 11 Typ ,�, • 11 Trp. T 1 1 YP. 3 3 ° ` _J i I ,� L J a o • 0 0 0 0 • ��r, . Mr. . o � Q o • ° a ° Q v-� v � ° e ' J • SL. TS -- — — — — ro9�.�o rc--r — — —. — — � — EX. CURB & GUTTER 7 109389 TC — — — — — — _T 109�, Tc - (1091 56) FL 2 (1093.?5) FL (1094.65) FL > 30" RCP Zco __- ---+J WLo _39- Uj � W cn M � N 00' 05' 10" E L J J Lit - L J�- D � z _.- _ ___ .__ - ..--__ _ _. __-- ___ __ __ _ . m ` _ _ UL _J + X �- m F + F -4o LJ L _J F_ -I F- _ls,, W �-. - L -1 SL - SIGNFH — p1 � 1 i0 I LEGEND: DEMOLITION NOTES: CONSTRUCTION NOTES: O1 CONSTRUCTION NOTE REFERENCE ❑� PROTECT IN PLACE EXISTING STREET LIGHT. �3 CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA F1 DEMOLITION NOTE REFERENCE STANDARD PLAN NO. 103. 11 INSTALL STREET TREES PER STREET TREE SCHEDULE, SEE STREET TREES CONSTRUCTION NOTES ON SHEET 2 E LIMITS OF OVERLAY) ° •• NEW PCC PAVEMENT 0 0 x�x EXISTING ELEVATIONS 0 X.XX XX NEW ELEVATIONS XXX XX Q 3 cD N I NO. DESCRIPTION OF REVISION DATE: CITY NOTE. APPROVED a / CITY OF RANCHO CUCAMONGA SIDEWALK EASEMENT HAS BEEN DEDICATED 0 TO THE CITY OF RANCHO CUCAMONGA WHERE STREET IMPROVEMENTS E SIDEWALK'S MEANDERED THROUGH PRIVATE MILLIKEN AVENUE PROPERTY. STA. 36+50.00 TO 39+ 11 .30 U QROFESS/o KA� l NOTICE TO CONTRACTOR APPROVED BY: DATE: o/ V CITY ENGINEER {U RCE NO. 24953 CD No. 5 - CONTRACTOR HEREBY AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE DESIGNED BY: RECOMMENDE 0 t Expiration 61/31/04 RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION nv' o.r / OF THIS PROJECT, INCLUDING THE SAFETY OF PERSONS AND PROPERTIES: THAT M.E.T. r l C y1�. �P THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL �- KHR A► ATL i �lF OF- CAt�FWORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND DRAWN BY: COOMTNG Bi S/ARCHrTFCTS/KANNFPS SHEET a HOLD HARMLESS THE OWNER AND ENGINEER FROM ANY AND ALL LIABILITY, REAL 385 2Mom Strom - Suite 120 J.R.M. 4 7 O F 1 1 h*e, Colfornio 9261 OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT (9+�) 756-6W Fox (949) 756, 444 EXCEPT FOR LABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR CHECK BY: DRAWING NO. o UN"meKvtsoM or: ENGINEER. J.H.K. _ H. KAWAV ,(R.C. 30w) Gi BENCHMARK; ROUND HEAD BOLT IN CONCRETE CURB LOCATED AT NORTHEAST CORNER OF MILLIKEN AVENUE AND FOURTH STREET, 0.5 FEET WEST OF DROP INLET. S.B. CO. BM NUMBER 010191 ELEVATION 1035.89' �O CB CSP INLET I it I I E i SDMH CB I I + EX. STREET - I EX. CAR/VAN r SIGN I { r POOL PARKIN I ', SIGN TSPS FH WV EX 7 TH STREET TSPS ) I R26(S) 12 — — — — — — — — — — — — C EX. j 1 SL d R26(S) TMH I w ' Dg39 � o o po 3 o SMH SMH a, a 1: 18 287.41' 19 N89'41'28 mW 20 Lw I � �S- c �0 �� 6 m � �� qq N o ffNO. go • ace- N, $$ •�� I;� 1 4 400' 0' 10 41.1 =8x27 32 g W EX. N89'41'?8'W � oQ � ' R-76.00 _ _ _(N) (EX.) $ R26(S) FH R26(S) b 17.44 L=109.36' I $g R26(S) _ . • . v . • v vq v a .•� �� also , !T —N89.41'28a"�V C:t 112.69' TSPS Q ` a. '0--o 100.74 . , , (I 39 A=10,00,00 I SLPBn— rt o' c� R=89.00' �� TSPB ` 11 TYP. �S .a 0• 11 TYP. 3 0 1096.41 Fs 3 L=15.5.3 •• , 1 EX. STREET •N 1 11 TYP. N4r2247' v p• 40.0 40.0 t NAME SIGN 32.43 I ,, o'CF 3 1096.35 Fs ` I 1o9s14 a O.cF I,I 3 1096.06 FL 44.9# 39.0' 0 10 20 SCALE IN FEET LECFND: DEMOLITION NOTES: CONSTRUCTION NOTES: CONSTRUCTION NOTE REFERENCE Fil SAWCUT, REMOVE AND DISPOSE OF EXISTING ASHPALT O CONSTRUCT 8-INCH HIGH PCC CURB WITH 24-INCH WIDE GUTTER PER BERM do PAVEMENT. CITY OF RANCHO CUCAMONGA STANDARD PLAN NO.104 (A2-8). �1 DEMOLfTION NOTE REFERENCE © SAWCUT, REMOVE AND DISPOSE OF EXISTING CURB do GUTTER. O3 CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 103. AC/PCC REMOVAL G CONSTRUCT 8-INCH THICK PCC DRIVEWAY PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 101 (TYPE C). NEW ASPHALT PAVEMENT 10 REPLACE ASPHALT PAVEMENT TO MATCH EXISTING. 11 INSTALL STREET TREES PER STREET TREE SCHEDULE, SEE CONSTRUCTION ~ NEW PCC PAVEMENT NOTES ON SHEET 2. 12 INSTALL R26S SIGN ON STREET LIGHT STANDARD. x0 xx EXISTING ELEVATIONS xx 8 x.xx xx NEW ELEVATIONS CITY o X.XX xx NO. DESCRIPTION OF REVISION DATE: APPROVED NOTE: CITY OF RANCHO CUCAMONGA ar SIDEWALK EASEMENT HAS BEEN DEDICATED TO THE CITY OF RANCHO CUCAMONGA WHERE SIDEWALK'S MEANDERED THROUGH PRIVATE STREET IMPROVEMENTS 7TH STREET 0 PROPERTY. STA. 16+00.00 TO 20+00.00 �o 9R0FESS/0+ N K�4,► APPROVED BY: DATE: ' C`/ NOTICE TO CONTRACTOR CITY ENGINEER �� (L(l T - RCE NO. 24953 o uj 1No. X0560 ^" CONTRACTOR HEREBY AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE DESIGNED BY: RECOMMEN . L_ E*:alion: 63/31/b4 RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COUION COURSE OF CONSTRUCT OF THIS PROJECT, INCLUDING THE SAFETY OF PERSONS AND PROPERTIES: THAT sl CI V1�- THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL \ l�► Khf� AFMV= �lF�F CAUF \ WORKING HOURS; AND THAT THE CONTRACTOR SWILL DEFEND, INDEMNIFY, AND DRAWN BY: CON-RMTM B�7A�TFM/PLA!ldM SHEET HOLD HARMLESS THE OWNER AND ENGINEER FROM ANY AND ALL LMLITY, REAL 2355 1i10i" a� - Smote 120 8 OF 11 i OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT hint, �O^"0 92614 �+ EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR CHECK BY: (949) 756-64W FOX (949)LOW� � � DRAWING NO o ENGINEER. S K (R.C.E. 30560) 176 i (N 1078 # �. _ 1078 1076 ,:._ . ...., _ _ n... , « . � r w__ _ � ..n, ,._. ..�.� - _ _ 1076 EXIS*G WEST � _._ _.____.-_--_ � __ __..__..____ ____._..____..��, _._..__� ____� - of __ t ... ____._.___ -_. OJT _ f _� _ ...____._____- p 'MEDIAN CURB 3 41 6, yon �j6' EXISTINGLEST 1075 12�' 0� 1075 1077 - _. �.� 4 .,._ _. _ __�_ . .. 1077 'y6 1.5 2.0 1r j i ' I t f 3 I F 1074 1074 1076 1076 i Y 0 f z i a ' E ` 1075 K. �.•_..._ 1075 1073 1073 80 70 60 50 40 30 20 10 C.L. 10 20 30 40 80 70 60 50 40 30 20 10 C.L. 10 20 30 40 6TH STREET STA. 51 +82.34 6TH STREET STA. 47+82.91 VERTICAL SCALE: 1 "=l' HORIZONTAL SCALE: 1"=10' VERTICAL SCALE: 1"=l' HORIZONTAL SCALE: 1"=10' 1077 : ��6,a--r— .�.� �� 1077 1076 f � � �� 1076 8 EXtnNC WE 1p ?MEDIAN CURB 1075 f h 1076 - 4_. __ , _. _ �_ 91. ' .__. q �' __ 'o I - 1076 1075 --- ��1R �O `S9jo � B I 1074 1074 1075 . r _� .. w, _ j - 1075 I 0 , 0 �} ---------____-_. . 1074 1074 1073 1073 80 70 60 50 40 30 20 10 C.L. 10 20 30 40 80 70 60 50 40 30 20 10 C.L. 10 20 30 40 6TH STREET STA. 50+82.44 6TH STREET STA. 46+82.90 VERTICAL SCALE: 1 "=1' HORIZONTAL SCALE: 1"=10' VERTICAL SCALE: 1"=l' HORIZONTAL SCALE: 1"=10' 1077 1077s� 1075 _ 1075 # _ _ _ j f o EXISTING WEST a t � � p6, I I f ( f I f _. _ __ � �__--__-__ ___._ _..-----__. __- ___._-- __._ -- _-__ _ � _-- --_-.__ ,_ _ _ •,, _ _ _.__. ___ _ -_ --.-_.- _ _ _. __- _ _ ..__ .- . f _ � � __ ____ �S _ MEDIAN CURB I 9 r IN �Q $ ,` -.__ WEST C�o E�STI , f 2.09' NG tt 36' � �p� MEDIAN , SJR t 1076 1074 � � �� } ho• ►��� i9� I ' � 1074 I h' 1.6% E � S 4 1075 _ .� ..._ ,_� .,K 1075 � � � 1073 � � s 1073 o t o ' 3 1 I F f f E e { ; i 1074 ' 10741072 x _ - 1072 80 70 60 50 40 30 20 10 C.L. 10 20 30 40 80 70 60 50 40 30 20 10 C.L. 10 20 30 40 6TH STREET STA. 49+82.42 6TH STREET STA. 45 +82.90 VERTICAL SCALE: 1"=l' HORIZONTAL SCALE: 1 "=10' VERTICAL SCALE: 1"=l' HORIZONTAL SCALE: 1"=10' 1076 ; � � ..�.... �0 _ ,�� _ 1076 2'O EXISTING WEST i MEDIAN CURB b . _ s 1 3� 1075 < .. ,�Q Y•N¢ o - ��� i 1075 co 1074 .. , '^ _' 1074 g -- _ 1 CITY o 1073 I 1073 �OFESS/� N0. DESCRIPTION OF REVISION DATE: APPROVED N 80 70 60 50 40 30 20 10 C.L. 10 20 30 40 y�'KA.►1�q�� M � CITY OF RANCHO CUCAMONGA w Nb. M60 M E*iotim 03/31/04 STREET IMPROVEMENTS 6TH STREET STA. 48+82.39 s �,�� -- lql P DESIGN CROSS-SECTIONS VERTICAL SCALE: 1"=1 HORIZONTAL SCALE: 1"=10 F OF CA\_\ � 6TH STREET N STA. 51 +82.34 TO STA. 45+82.90 0 o, NOTICE TO CONTRACTOR APPROVED BY: DATE: C CITY ENGINEER ��C ' RCE NO'. 24953 CONTRACTOR HEREBY AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE DESIGNED BY: RECOMMENDED: RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION woo er p OF THIS PROJECT, INCLUDING THE SAFETY OF PERSONS AND PROPERTES; THAT 1111 (/ THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL bb.- ilowl.- KHF I AAT 7M i WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND DRAWN BY: MMG CONSHEET a HOLD HARMLESS THE OWNER AND ENGINEER FROM ANY AND ALL LIABILITY, REAL 2355 M01" ar'eet - Suite 120 Q OF 11 v, OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT (him Cagomio 949) 756-6M Fox92614 ) _ EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR CHECK BY: 1>WR M QOM DRAWING NO. 0 ENGINEER. "� S H. 4►4 (R.C.E. 30`.,60) ( �/^5 I V Ui 1075 - 1075 1089 1089 f S a 1 E 1 f o '� T�p> E ISTIN WEST _____________-_. 1_____—___._.____ _-___._____--_______ _ __ 406, 3B� F, MEDIAN CURE � � - _ _ � 1088 � __. � � � � � 8 1074 '� „__Pv _._____ _� 1074 'oll- EXISTING WEST 1088 �e.. , 9 MEDIAN CURB 1 , �I f !> 0 � f i t t j E I 1087 ?. 1073 7-1-- .�. � _ 1087 - 1�' � 48 4f t f I t � , f , 1072 - 11072 1086 1086 L.Jf 80 70 60 50 40 30 20 10 C.L. 10 20 30 40 p�6 l • 6TH STREET STA. 44+82-90 1 o85 _ 1085 VERTICAL SCALE: 1"=l' HORIZONTAL SCALE: 1 "=10' 80 70 60 50 40 30 20 10 C.L. 10 20 30 40 MILLIKEN AVENUE STA. 34+09.66 1075 - 1075 VERTICAL SCALE: 1"=l' HORIZONTAL SCALE: 1"=10' 1074 s' �� e F.XtST G WEST - I 1074 1088 1088 ED C s MEDIAN URB h S f ^� �0 5 I R . h � • I � _ _ �_ I 1 5 II s 1073 _�.,� _., _ t_.,. .. - 1073 1087 1087 r ! I # i EXISTING WEST 0 0 o F Tp MEDIAN CURB f 1072 _ ;.� 1072 1086 L .�' 1086 80 70 60 50 40 30 20 10 C.L. 10 20 30 40 2.3 LO - 0 , - 10851 6TH STREET STA. 43+82.92 1085 ��,_ _. r. .._.. _ _r�_ _ -.}� {. J 1085 VERTICAL SCALE: 1"=l' HORIZONTAL SCALE: 1 "=10' _ h' E F • V • • f f 4 I $r L i 1084 ' 1084 80 70 60 50 40 30 20 10 C.L. 10 20 30 40 1090 1089 1090 6? to EXISTING WEST MILLIKEN AVENUE STA. 33+09.66 MEDIAN CURB __ ° _._ _ _ _ __ _ VERTICAL SCALE: 1"=l' HORIZONTAL SCALE: 1"=10' 1089 ; 10888,9) � 1089 0 _ . _. 1088 : ,. . ..... _. ._ ,h 1088 9 6 I ' f f co 1087 . - — 1087 i 1086 1086 80 70 60 50 40 30 20 10 C.L. 10 20 30 40 MILLIKEN AVENUE STA. 35 +09.66 VERTICAL SCALE: 1"=l' HORIZONTAL SCALE: 1 "=10' E co 0 CCT0 0 N DESCRIPTION OF REVISION DATE: CITY o O o7ko ESS/0' NO. APPROVED Q Ess/0' 3 co KA�a���`ti� CITY OF RANCHO CUCAMONGA rn M Evratm: 03/31/0 STREET IMPROVEMENTS DESIGN CROSS-SECTIONS F of CA��F�E� STH STREET - STA. 44+82.90 TO STA. 43+82.92 MILLIKEN AVE. - STA. 35+09.66 TO STA. 33+09.66 i a NOTICE TO CONTRACTOR APPROVED BY: DATE: �� �� 0 CITY ENGINEERS RCE N6. ' 2 953 CONTRACTOR HEREBY AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE DESIGNED BY: - RECOMMENDED: r RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION pomm W. OF THIS PROJECT, INCLUDING THE SAFETY OF PERSONS AND PROPERTIES; THAT /! ! !! e7 V 0 THIS REOUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL � � K1-M A ATI M i WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND DRAWN BY: CONMT +s i TS�A� SHEET HOLD HARMLESS THE OWNER AND ENGINEER FROM ANY AND ALL LIABILITY, REAL 2355 Main St'°e - SiAe 120 11 OF 11 ^ OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT . CaFforrio 92614 EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR CHECK BY: u pain(949} 786 Fax (949)a�7 6444 DRAWING NO. o ENGINEER. H. c.E. 305so) cii