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HomeMy WebLinkAbout1978 ' J Iq JP1 WESTCOAST DEVELOPMENT,, LmPm JEFFEI?S C)iNJ A T FO Uf?TH S Tf?EET STREET,, AND SIGNING IS STORM DRAIN TRIPING IMPROVEMENT PLANS 9 (TRACT # 14647 PARCEL 7) 11210 4TH STREETAND 9650 MILLIKEN AVENUE SHEET tl\ 5TH STREET ARROW ROUTE , NO SCALE ' I I APPLICANT: CIVIL ENGINEER: JPI WESTCOAST DEVELOPMENT, L.P. KHR ASSOCIATES ;r I; SCI&1=2W 8910 UNIVERSITY CENTER LANE-SUITE 150 2355 MAIN STREET - SUITE 120 SAN DIEGO, CALIFORNIA 92122 IRVINE, CALIFORNIA 92614 w ATTN: LOU VI LLAES C USA ATTN: JAMES H. KAWAM U RA w �' II PHONE NO.: 619 458-1200 PHONE NO.: 949 756-6440 6TH ST. arj_� z 15 t a II oo LANDSCAPE ARCHITECT: w W ARCHITECT: Y � aUj J z PROJECT R.G. ALLEY, PARTNER: ARCHITECTS ORANGE DAVID EVANS AND ASSOCIATES Q LOCATION [V 144 NORTH ORANGE STREET 800 NORTH HAVEN AVENUE, SUITE 300 ' I ORANGE, CALIFORNIA 92866 RANCHO CUCAMONGA, CALIFORNIA 91764 ULI ATTN: R.C. ALLEY ATTN:, CHRIS GIANNINI w D ! I PHONE NO.: (714) 639-9860 PHONE NO.: (909) 481-5750 4TH ST. ! W I• - f SOIL ENGINEER: INLAND EMPIRE BLVD. ,� O "' - r, - _-_ — a LEIGHTON & ASSOCIATES j .�/' FY s,l �' 14125 TELEPHONE AVENUE SUITE 1 , o CHINO, CAUFORINA 91710 ATTN: JASON HERTZBERG CD SAN BERNARDINO (10) FREEWAY (�' � ' . J PHONE: (909) 590-4909 AIRPORT DR. W L__-_______�-._ _. — ._._ _ ._. - — �-.�-��•+ ��� DRAWING TITLE: SHEET 12 SHEET 4 SHEET 5 SKEET 6 NOTE: 1. TITLE SHEET 4TH STREET CITY OF ONTARIO DRAWING NO. D-1143 SHEETS 1 THROUGH 6 OF 6 2. ENGINEER'S QUANTITIES a NOTES ARE A PART OF THIS IMPROVEMENT PACKAGE. I N ITY AP 3. STREET IMPROVEMENTS (EMPIRE CT.) 8. STREET IMPROVEMENTS (MILLIKEN AVE.) 13. SIGNING AND STRIPING PLAN (4TH ST.) VICINITY M 4. STREET IMPROVEMENTS (4TH ST.) 9. STREET IMPROVEMENTS (MILLIKEN AVE.) 14. SIGNING AND STRIPING PLAN (MILLIKEN AVE.) 5. STREET IMPROVEMENTS (4TH ST.) 10. STREET IMPROVEMENTS (STH ST.) 15. DESIGN CROSS SECTIONS 6. STREET IMPROVEMENTS (4TH ST.) 111. STORM DRAIN IMPROVEMENTS 16. DESIGN CROSS SECTIONS 7. STREET IMPROVEMENTS (MILLIKEN AVE.) 112. STORM DRAIN IMPROVEMENTS 17. DESIGN CROSS SECTIONS LEGAL DESCRIPTION: /THE LAND REFERRED TO W INDEX MAP SHEET INDEX THIS REPORT IS SITUATED IN THE STATE OF � o CALIFORNIA, COUNTY OF SAN BERNARDWO AND IS DESCRIBED AS FOLLOWS: UTILITY NAME TELEPHONE NO. fat Yp N��doQ PARCEL 7 OF TRACT NO. 14647, W THE CITY OF RANCHO CUCAMONGA, `3 G gl mmd IN THE COUNTY OF SAN BERNADWO, STATE OF CALIFORNIA, AS POWER SOUTHERN CALIFORNIA EDISON (661) 257-8219 �@VW�@@ aQopq ROFEss, CITY PER MAP RECORDED IN BOOK 177, PAGES 90 TO 96 OF MAPS, IN BENCHMARK: of Southern California Q ONq� N0. 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 (��� �� ��KA LOCATED AT NORTHEAST CORNER OF Inl Call: TOLL FREE ` =' CITY O F RANCHO C U CAM O N GA BASIS OF BEARINGS: MILLIKEN AVENUE AND 4TH STREET, SEWER CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 ( 9 0.5 FEET WEST OF DROP INLET. 0. 1 THE BASIS OF BEARING IS N89'22'39"W ALONG THE CENTERLINE S.B. CO. BM NUMBER 010191 GAS SOUTHERN CALIFORNIA GAS COMPANY (800) 427 2200 1-800 Eghflom 03/ / TITLE SHEET OF 4TH ST. AS SHOWN ON PARCEL MAP NO. 14647, RECORDED IN ELEVATION 1035.89' PHONE GENERAL TELEPHONE 800 483 3000 422-4 33 l'r �����- STREET, STORM DRAIN, AND BOOK 177 OF PARCEL MAPS, PAGES DI TO 96, INCLUSIVE, ( ) TWO WORKING DAYS BEFOF�E YOU DIG OF Dpv\� SIGNING/STRIPING IMPROVEMENT PLANS y RECORDS OF COUNTY OF SAN BERNARDINO. 4TH STREET, MILLIKEN AVENUE, SOURCE OF TOPOGRAPHY: UTILITY POMPANY CONTACTS & STH STREET DRC 2003-00505 A PORTION OF THIS SURVEY IS BASED UPON AERIAL PHOTOGRAPHY FLOWN NOTE: NOTICE TO CONTRACTOR PROVED BY: DATE: �= ON JANUARY 14, 2003 BY DON READ CORPORATION 501 MERCURY LANE, BREA, CA 92821 THE EXISTING OVERHE D UTILITIES (TELECOMMUNICATIONS AND ELECTRICAL, EXECPT FOR CITY ENGINEER ( O,/ RCE N'O 495 TEL: (714) 529-9599 THE 66 KV ELECTRICAL) ON THE PROJECT SIDE OF 4TH STREET SHALL BE UNDERGROUNDED CONTRACTOR HEREBY AGREES THAT HE SHALL. ASSUME SOLE AND COMPLETE DESIGNED BY: RECOMMENDED: 3 RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION I® FROM THE FRIST POLE ON THE WEST SIDE OF THE WESTERLY PROJECT BONDARY TO THE OF THIS PROJECT. INCLUDING THE SWW OF PERSONS AND PROPERTIES; THAT B.R.R. CSE KbR AgeocimTEa t?0, )110i FIRST POLE EAST OF MILLIKEN AVENUE, PRIOR TO PUBLIC IMPROVEMENT ACCEPTANCE OR OCCUPANCY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND DRAWN BY: Street S R A M1CT$/ $ EET 23M "WHICHEVER OCCURS FIRST. HOLD HARMLESS THE OWNER AND ENGINEER FROM ANY AND ALL LIABILITY, REAL J.R.M. Caifoniw 92614 OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECTr9491 440 756-6Fax (949) 7 ` 1 7 EXCEPT FOR LIABILITY AFJSWG FROM THE SOLE NEGLIGME OF THE OWNER OR CHECK BY: WING NO.' \; ENGINEER. of s� J.H.K. ►i c.E 3o5so 1978 7 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 N O■ DESCRIPTION QUANTITY N O■ RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME DESCRIPTION QUANTITY PUBLIC WORKS CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; ' SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE UNITED SIGNING AND STRIPING NOTES CONSTRUCTION NOTES SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, SPECIFICATIONS. INDEMNIFY AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT �1 PAINT TYPE N(R) WHITE PAVEMENT ARROW (RIGHT). 2 �, 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER � � � CONSTRUCT 8-INCH HIGH PCC CURB WITH 24-INCH WIDE GUTTER PER CITY STD PIAN POLES, WATER METERS, VALVES, ARE HYDRANTS, ETC., SHOWN OR NOT SHOWN EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL OR OWNER. 1 NO. 104 TYPE A2-8. ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS a PAINT BIKE LANE PER CALTRANS STANDARD DETAIL 39. 1,080 L.F. 1OO8 L.F. 1 WHERE IMPROVEMENT WORK !S TO BE DONE SHALL BE THE REMOVED, THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY O STRIPE 4-INCH WIDE WHITE LEAD UNE AND INSTALL RAISED PAVEMENT MARKERS. 150 L.F. O CONSTRUCT RIGHT TURN LANE PER CITY STANDARD PLAN NO. 119. 21$32 S.F. THE CITY OF RANCHO CUCAMONGA. AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE ON THESE DRAWINGS. O STRIPE 4-INCH WIDE WHITE SKIP UNE AND INSTALL RAISED PAVEMENT MARKERS. 2540 L.F. Q CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CITY STD. PLAN NO. 103. 229763 S.F. HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE ABBREVIATIONS: O PAINT 8' WHITE SOLID LINE 760 L.F. O CONSTRUCT 8-INCH THICK PCC DRIVEWAY APPROACH PER CITY STD. PLAN 101 TYPE C TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS ( Q. 720 S.F. OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. A AIR MB MAIL BOX 4. A PERMIT SHALL BE OBTAINED FROM THE CIT`( OF RANCHO CUCAMONGA PUBLIC AB AGGREGATE BASE NP NEWPAPER STAND �g PAINT 12' SOLID WHITE CROSS WALK UNE (MATCH EXISTING). 240 L.F. CONSTRUCT 6-INCH THICK ASPHALT CONCRETE PAVEMENT OVER 6-INCH THICK AGGREGATE BASE. 169471 S.F. WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR AC ASPHALT CONCRETE PCC PORTLAND CEMENT CONCRETE (DPAINT DASHED BIKE LANE PER CALTRANS STANDARD 39A. 364 L.F. O CONSTRUCT ASPHALT CONCRETE OVERLAY MIN. 0.10', SEE PLANS FOR LIMITS 27,894 S.F. CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR ACP ASBESTOS-CEMENT PIPE PED ABOVE GROUND UTILITY PEDESTAL RIGHT-OF-WAY. BO WATER UNE BLOWOFF PIV POST INDICATOR VALVE DEMOLITION NOTES �7 INSTALL STREET LIGHT 9500 LUMEN HPSV, BY S.C.E.; PAID FOR AND COORDINATED BY DEVELOPER. 14• EA, 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING BW BACK OF WALK PL PROPERTY LINE �•/ STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS BOW BOTTOM OF WATER LINE PN PARKING METER SAKLFF, REMOVE AND DISPOSE OF EXISTING SIDEWALK, CURB & GUTTER AND AC PAVEMENT. SEE PLAN COLD PLANE EXISTING PAVEMENT 5.0' WIDE; TAPER FROM 0.10' IN DEPTH TO 0.0' 721 L.F. WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 CAN CABLE TELEVISION PVC POLYVINYL CHLORIDE PIPE FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY CB CATCH BASIN RW RIGHT-OF-WAY REMOVE EXISTING CATCH BASIN. 2 EAQ CONSTRUCT DUAL. ACCESS.RAMP PER CITY STD. PLAN NO. 102. 1 EA, ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. CL CENTERLINE S SEINER LINES 6. ALL SEWER, WATER, ELECTRICAL, GAS, PHONE OR OTHER UTILITY LATERALS, DC DOUBLE CHECK DETECTOR ASSEMBLY SCO SEWER CLEANOUT RELOCATE DQSITNG SIGN(S). 2 EA. 10 NOT USED - MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. DIP DUCTILE IRON PIPE SD STORM DRAIN DWY DRIVEWAY SOMH STORM DRAIN MANHOLE ® PROTECT IN PLACE EXISTING FACILITIES (SEE PIAN). 1 EA, 7. COMPACTION TEST OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, ELEC ELECTRICAL LINES SLC STREET LIGHT CONDUIT 1 INSTALL STREET TREES PER STREET TREE SCHEDULE AND STREET TREE CONSTRUCTION SEE TREE COMPACTING ORIGINAL. GROUND AND ALL SUB-GRADES SHALL BE PERFORMED EMH ELECTRICAL MANHOLE SMH SEWER MANHOLE NOTES ON THIS SHEET. SCHEDULE BELOW AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITHREMOVE AND DISPOSE OF EXISTING SIGNS. 5 EA. THESE COMPACTING TEST SHALL BE SUBMITTED TO THE CITY ENGINEER FOR EP EDGE OF PAVEMENT S.W. SIDEWALK a APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. EY ELECTRICAL VAULT VENT TELE TELEPHONE LINES Fil PROTECT IN PLACE EXISTING ACCESS RAMP 1 EA. 12 INSTALL R26S SIGN ON STREET LIGHT STANDARD. 14 EA. EX EXISTING TMH TELEPHONE MANHOLE 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO FG FINISH GROUND TC TOP OF CURB El REMOVE EXISTING 36-INCH RCP 52 L.F. 13 CONSTRUCT NEW CATCH BASIN - SEE PLANS FOR WAND V. 2 EA, THE CITY ENGINEER. LISTING ALL TEST OR DETERMINATIONS COMPLETED TO FDC FIRE DEPARTMENT CONNECTION TG TOP OF GRATE VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. FH FIRE HYDRANT TOP TOP OF PIPE 2® REMOVE EXISTING 28-INCH BY 42-INCH CMPA 102 L.F. 14 CONSTRUCT NEW LOCAL DEPRESSION , 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL. BE FL FLOW UNE TOS TOP OF STAIR FS FINISH SURFACE TSC TRAFFIC SIGNAL CONDUIT SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS �9 PROTECT IN PLACE EXISTING TRAFFIC SIGNAL POLES AND PULL BOXES. 2 EA. 15 CONSTRUCT NEW CONCRETE COLLAR 1 EA. COMPLETED TO VERIFY: R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF G GAS IS TRAFFIC SIGNAL EQUIP. AGGREGATE BASE. GB GRADE BREAK TW TOP OF WALL 1 Q NOT USED 2 EA, 16 PROVIDE AND INSTALL 27-INCH RCP 13 L.F. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT GV GAS VALVE VCP VITRIFIED CLAY PIPE HP HIGH POINT W WATER LINES TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS. INV INVERT WM WATER METER DilREMOVE AND DISPOSE EXISTING BOLLARD PIPE. 2 EA. 17 PROVIDE AND INSTALL 36-INCH RCP 89 L.F. 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF IRR IRRIGATION WY WATER VALVE Rfl RELOCATE EXISTING PEDESTRIAN PUSH BUTTON POST TO NEW LOCATION. 2 EA. 18 PROVIDE AND INSTALL 18-INCH RCP 72 L.F. A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL LP LOW POINT YL YARD LIGHT ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR 13 REMOVE EXISTING FIRE HYDRANT AND CLOSE GATE VALVE 1 EA, 19 CONSTRUCT CROSS-GUTTER PER CITY STANDARD PLAN NO. 106A. 1,304 S.F. DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL EXISTING SURVEY M O N U M E NTAT I O N 14 RELOCATE EXISTING WATER METER TO NEW LOCATION. 1 EA. 20 INSTALL 1-4' SCH. 40 CONDUIT & 5-2' SCH. 40 CONDUITS FOR FUTURE FIBER OPTIC 51915 L.F. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS PER CITY REQIUREMENTS. STERILANT REGISTERED BY THE E.PA. FOR USE UNDER A.C. AND P.C.C. SHALL. I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD THAT COULD BE DISTURBED BY THIS PROJECT. 15 IN PROTECT PLACE EXISTING ELECTRICAL AND TELEPHONE FULL BOX AND ADJUST TO FINISH SURFACE BE UNIFORMLY APPLIED AT THE MANUFACTURERS RECOMMENDED RATE FOR THE ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: 2 EA FULL PAVEMENT WIDTH PRIOR TO PAVING. NONE 18 PROTECT IN PLACE EXISTING SEWER MANHOLE AND ADJUST TO FINISH SURFACE 1 EA. 21 CONSTRUCT NEW ACCESS RAMP PER CITY STANDARD PLAN NO. 102. 3 EA, 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DATED 11-17-03 DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY HILARIO P. NICOLAS ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL. BE CONSIDERED AS INCLUDED IN THE CL OTHER ITEMS OF WORK. PRIOR TO OBTAINING A CONSTRUCTION PERMIT FOR THE PROJECT, A COPY OF THE CORNER RECORD FILED BY A QUALIFIED R.C.E. 8200' 60.00' OR L.C. WITH THE COUNTY SURVEYOR FOR EACH MONUMENT SHOWING THE REFERENCES TO BE USED TO RESET THE MONUMENT 14• STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER NOS. 401-A AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDED TO THE CITY. 20.00' VARIES VARIES 35.79' 13.50' AND 401-B SHALL BE CONSTRUCTED AT EACH INTERSECTION. PRIOR TO OBTAINING A CERTIFICATE OF COMPLETION FOR THE PROJECT, A COPY OF THE CORNER RECORD FILED BY A QUALIFIED VARIES ' 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM R.C.E OR L C. WITH THE COUNTY COUNTY SURVEYOR FOR THE RESETTING OF THE EXISTING MONUMENTS AND THE RELATED ' RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED PERMANENT WITNESS MONUMENTS AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDED TO THE CITY. (N) PCC (N) LANDSCAPE SAWCUT DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL. � SIDEWALK (N) CURB UNE (N) A.C. OVERLAY EX. CURB EX. CURB &.GCUTTTE IX. LANDSCAPE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL & GUTTER SLOPE VARIES 2.09:-2.59: MEDIAN LANDSCAPE CONSTRUCTION NOTES FOR STREET TREES: N AC PAVING - ---" ,. . , a. PAVINGR -� -. . 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, \ \. �,. � \.�. / +7 r,5 , / , ;�`f / l �,✓/,:�1�// Yi �. / .✓ i ..JX ct eC_.. �/ l / ./. ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON - s_�__C\ � �\ \ \\ \ \� \1\ --______<,`=_�\S \ \� ,\ \� \t 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. �•�. a -----� f. '✓ti . � Yi-�� REQUEST OF THE INSPECTOR. _•.✓ f/.f.�.r.�,.r.r�f 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. EX. AC PAVING EX. SIDEWALK 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 2 WORKING DAYS PRIOR TO ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. T1=9 R=78 EXCAVATION. 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. M I L L i KE N AVENUE SECTION "B-B" SCALE: NONE 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. CL R SIDEWALK 72.00' 69.00' Q EASEMENT TREES SCHEDULE VARIES 13.00' 11.00' 48.00' 61.47' 7.54' VARIES _ 2,00' MIN. CL PCC (N) LANDSCAPE U WCUT EX. CURBcn SIDEWALK (N) CURB & GUTTER N SYMBOL STREET NAME BOTANICAL NAME COMMON NAME GROW SPACING SIZE QTY S=2.09; & GUTTER I (N) AC PAVING EX SPACE -- 5=2.091 SLOPE VARIES 1.39:-1.99: CDP EX. AC PAVING _ _! _ - - - - - - _ EX. AC PAVING - - - - - - N .� .�•.f�=I-n- R: i'$'.S�)"'i'"6TYPYr7"T'3 7 4 I'll� � \\'� .__ .. I-, u•+�� ^.►'.o,�w•s�-►�rrs�r s rrtis.:r.^s•�-a-s.ar€z^a�-;s-.: ��t-s,.. _ T T ` / f t� f `r % ! `�r� �j�� �%% �Y��7ic9j�T`s` J�7? T'? »r:ac+�•a a.. >.; r*� T tel\ \ \ \\f i\,�y/\ 1\" r /\\'\/\�. /1�\�\". � /.�\/\\f\u\/\\��/\/\/\\r\��\\/ \1f�,\:ft/\\\�/�t7T'� T\ ? 7� +�ri i % \ ' \ \�v � ?,a'`sw t � /\ \1. ri",� � 40' O.C. � a y�` A\a a - ��`>,�, MIWKEN AVENUE STAGGERED 15' BTF 3 AND WASHINGTONIA ROBUSTA MEXICAN FAN PALM 3' ROWS ON 53 EA. 4TH STREET ALTERNATE SKINNED TRUCK T.I.=9 R=78 P 4TH STREET SECTION "A A" SIDES OF WALK o N SCALE: NONE NO. DESCRIPTION OF REVISION DATE: CITY APPROVED F 0 4TH STREET MUSKOGEE CRAPE MYRTLE 3' 20' O.C. 24" BOX 12 EA. CITY OF RANCHO C U CAM O N GA N rN C STREET IMPROVEMENTS FOR E • 5TH STREET PISTACIA CHINENSIS CHINESE PISTAGHE 5' 30' O.C. 15 GAL 9 EA. EMPIRE COURT, 4TH STREET, o V Q4°FAS'0*q� MILLIKEN AVENUE & STH STREET K NOTICE TO CONTRACTOR APPROVED BY: DATE: U o• CITY ENGINEER RCE N0. 24953 i° V/06 CONTRACTOR HEREBY AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE DESIGNED BY: RECOMMENDED: EMPIRE COURT GEIJERA PARVIFLORA AUSTRALIAN WILLOW 5 20 O.C. 15 GAL. 8 EA. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION ,wm sf. V 'lF O �k F CAUF���\� THIS REQUIREMOF THIS ENT SHALL APPLY CONTH)WSLY ACI. INCLUDING THE SAFETY OF ANNDNNOTNBE LIMITED TO NORMAI. I!•11111��(; I(� A® L4kTF.8 THATa L DRAWN BY: SHEETtj WORKING HOURS; AND THAT THE CONTRACTOR SHALT. DEFEND, INDEMNIFY, AND CONSULTNO BiG�E/AR(HiECTa/PLANUi � HOLD HARMLESS THE OWNER AND ENGINEER FROM ANY AND ALL LIABIUTY, REAL 2365 Ilan sked - Suu 120 NOTE.• THE STREET TREES TO BE INSTALLED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL. BE PRIVATE TREES AND SHALL BE MAINTAINED BY THE PROPERTY OWNERS. OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT (949 92414 2 OF 17 EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR CHECK BY: urs �. DRAWING NO. o ENGINEER. x c Mosso 78 Q V) _T - LY. U BENCHMARK,, ROUND HEAD BOLT IN CONCRETE CURB I LOCATED AT NORTHEAST CORNER OF 036 - - - - -- - -- - - - MILUKEN AVENUE AND 4TH STREET, 0.5 FEET WEST 4F DROP INLET. I � ------ - -- - - S.B. CO. BM NUMBER 010191 ..�----. _ ELEVATION 1035.89 r - � � { � � � P PTO 0 C RB ii r I ,- -i _ } - �- _ _ [ - � -- �. t -T - -- - - - - r - - _ -103 - - -- - - - - -- - - -- - - - . I , f 2 .32 I � ! I { J__ [ I I -_ ' I___ I _ __ _ _ _I __i_._. __- __. _ __ _ _ __-- __- _-- __- _.- .- -_-'-- -- _-.I --I — _ _r — EXI TI FI ISH D URFAC AT N - - I__._ _- _. _ _ L— _ _ __ __ _ _ __ _ _ _ _. _ _ _ _ _ ._- -- _ [ - --- - € r T i a I I I I _ _ 103 - - - -- - - - - - -- I T `COTATRTQVRI j - - - - 1 - - - - - i i t I I 5 I , I S S # i T TI I { � I I -` ' - Y � I 3 t I c 5 € I I i I I I , 6 � � t -I _ _ _. - - _. _ _ _ _ _ A [ PROFILE SCALE _jj(� � �- � � - - y / � � I � � Q I i — I I i _ E [ ! — r--,- — T T HORIZONTAL 1 = 20 _ __ T_ �i — r — - — - - - - - _- - - - -- _ _ _ _ _ _ __. _ -_ _ _ __ -_ I .__ _ _ _. __- _- _ T _- - C _ VERTICAL 1 4 - I �- T P F UR 1.86 PLAN SCALE � - 1 = 20 I [ # I f I ( 1 i f _ { I 0+00 1 +00 2+00 3+00 F D DEMOLITION NOTES: 1 I `\ \ . . - _JJ 0 . r -� � -- z --- _ F1 SAWCUT, REMOVE AND DISPOSE OF EXISTING SIDEWALK, CURB do GUTTER, AND AC PAVEMENT. _ � Is _ ' T ® PROTECT IN PLACE EXISTING FACILTIES (SEE PLAN). I } ! ' -` - - --- -- —s _ _-- -y- { R1 0 �D(. CURB• GUTTER '` t 1 I 1 9c IX. CURB'c GUTTER - / 55 REMOVE AND DISPOSE OF EXISTING SIGNS. -- -- ---- ---- -- --- --- - -- ---- -- - --a --- -_— --- —_ `-- \ N 1' MLZ 3 o '� CONSTRUCTION NOTES. CONSTRUCT 4-INCH THICK PCC SI P CITY OF RANCHO CUCAMONGA { o EMP/RE COURT �� , 3 SIDEWALK PER C vi 1+00 2+00 ,I , I I �� , STANDARD PLAN N0. 103. � � _ ; I — —7—� � - �-� �-1- � V'j .110131.57 FC � \• N _ {{ E STA. 0100.00 EMPIRE COURT v *(*104.07 sL` O CO CONSTRUCT 8 INCH THICK PCC DRIVEWAY PER CITY OF RANCHO CUCAMONGA I � , , l STANDARD PLAN NO. 101 (TYPE C). I y STA. 23-1-1800. 4TH STREET I 2 gats o5w O5 CONSTRUCT 6-INCH THICK ASPHALT CONCRETE PAVEMENT OVER 6-INCH { 10.i�J37 TC 103J81 70 11 5 THICK AGGREGATE BASE. i ¢ ' 1 1? _ 1 .34 I c .._. I --- ___ 11 IX. CURB do GUTTER c� 1 • ` 3 - � 3 - ,.� 11 INSTALL STREET CONSTRUCTION NOTESPER ONS ETREET TREES SCHEDULE, SEE STREET TREES o ! W53 SL'T` ,rr ;. r I S EET 2 o y 1 f g 1 i I \ 4' _ 1013411 TC J f03A19 FL ,9 i 1013J.65 n Q �. ,► Z A T LEGEND: i � __ G ( I o o 4 o f 1o34so rc• � � � � � �� T., • I�, �,� 1034?3 1� � � (f 1034.1 + �- ...._ / '�� f !� • . \`�'' -____,. -f''' .,, 10, 83 R Z C� � �(j `--- -- , ® CURB DATA REFERENCE 1o3` r4 >C It) soy CONSTRUCTION NOTE REFERENCE {{ I I o I r, �,� �\ _ �� �� 5 > Fil DEMOLJTION NOTE REFERENCE , ? PP 4387002E I I _ �--- STA. 23+85.11 E _ CL F PCC SIDEWALK, CURB do GUTTER I ;I 14 I� I I II ~� - _ _� �-- ' '� ='- / 4m AND AC PAVEMENT REMOVAL I '� 3 IR1 RT) JOIN EXISTING SIDEWALK _ o NEW ASPHALT PAVEMENT I I __ ----------___o ___ �— -- ----- - ---- ----- s -- - - - ., Un - NEW PCC SIDEWALK, CURB AND PAVEMENT v EXISTING ELEVATIONS NOTE; X.XX XX SIDEWALK EASEMENT HAS BEEN DEDICATED Z X..YX XX 90 TO THE CITY OF RANCHO CUCAMONGA WHERE X.XX NEW ELEVATIONS > SIDEWALK'S MEANDERED THROUGH PRIVATE m i PROPERTY. I NEW PCC SIDEWALK, CURB AND PAVEMENT z N QROFESS/p N0. DESCRIPTION OF REVISION DATE: CITY o APPROVED > ti CITY OF RANCHO CUCAMONGA E 0. 56 C/ �"°`' °'/�r°6 STREET IMPROVEMENTS U 1F f- CAUFO`��\P EMPIRE COURT o CURVE DATA STA. 0+00.00 TO ±2+75.00 v v SEGMENT LOCATION BEARING OR A RADIUS LENGTH APPROVED BY: DATE: v o 1 CURB 56.00'00» 10.00 9.75' NOTICE TO CONTRACTOR CITY ENGINEER l,o/ i RCE No. 24953 U O CURB 57.001000 10,00' 10,03' CONTRACTOR HEREBY AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE DESIGNED BY: RECOMMENDED: RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION PREPARED W . v OF THIS PROJECL INCLUDING THE SAFETY OF PERSONS AND PROPERTIES; THAT M.E.T. /® PO 314 v THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL 'm'E KM AamII mma i WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND DRAWN BY: CONVATNA 8�I�lMS/ARCN1TECTS/PLAI� SHEET a HOLD HARMLESS THE OWNER AND ENGINEER FROM ANY AND ALL LIABILITY, REAL J.R.M. 2366 " SbaA - Sum 120 Co fwk 92014 , 3 OF 17 OR ALLEGED. W CONNECTION WITH THE PERFORMANCE,OF WORK ON THIS PROJECT � (949 756-6440 (949) j, EXCEPT FOR LWBILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR CHECK BY: DRAWING NO. o ENGINEER. tJf R d — K r 3M 1 '9 7U J.H.K. BENCHMARK„ ROUND HEAD BOLT IN CONCRETE CURB LOCATED AT NORTHEAST CORNER OF --- _ ---- - --- ---- t--- - - -- -- -- --- --- -- --- - 4 1 MILU K N AVENUE E AND 4TH STREET 0.5 FEET WEST OF DROP INLET. I S.B. CO. BM NUMBER 010191 _-__ a i I 1 S ETE OF WA ELEVATION 1055.89 I l ( I [ -- -- t - -- -- -- - d-- [ ( �_ [ [ [ [ [ [ S L r E E OF EW WA [ , 1 I I ! I ER EQGE OF _ W I _ ( ( Q([STING TO 0 N Y �UR ( I [ (_ [ f - I -- - — _ S=0.299: -- t .!} r i I I I -T- _ __ - �" t � - EXI Th Fl ISt ED UR AC AT CE N 111 E t ? t I I T # f i I € i � t Wflu _ ( � _ ( ( ( ( 1 �. _ _ _ 3 t E @ ! - i y I B S B t f t ( - ! t i i I I 1 r PROFILE SCALE r HORIZONTAL 1 = 20 VERTICAL 1 - 4 I q t I - PLAN SCALE1 20' I r i I I � [ I tea t � : 23+00 24+00 25+00 26+00 27+00 > t DEMOLITION NOTES: , [ ISL Ll ❑1 SAWCUT, REMOVE AND DISPOSE OF EXISTING SIDEWALK, CURB do GUTTER, _ _ N W53 AND AC PAVEMENT. i , 1 I I 4 , �- _. " 11 , tr y n n nn � n np vu 4 PROTECT IN PLACE EXISTING FACILITIES (SEE PLAN). �' f -- REMOVE AND DISPOSE OF EXISTING SIGNS. T/'` ``� 20 r'' s ': ° 20 11 11 ❑ _ .. . I X '' /./ j �- 4 3 _ Li CONSTRUCTION NOTES. ,,�% cL �. f —. — -:- -.— 7 _.�_ — — — = w-- - - - — - - _= - - — — W 3 C -- ``" 't- 20 O3 CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA - �- ` W ,; �./.� �-•-- ,; - ---� - -_ -, ;.- �- -- - f�S -- �--;� -� -= ��- =f> __ _ __ __ `w ° T . 1 _ / � / r � ,- -� r� / ` µ �� Y _r R.W. f , _- / r R18 RT _. / .� / /_ 4 / S L.� - STANDARD PIAN NO 03 ..., ._ ► _� _ _._ __ 6 `` "' / / '' / _ '' c7'' i '� ' _ _i _ _ _._ _ _ _____ . - EX. CURB & GUTTER-_ __� _ r - - W 7 INSTALL NEW 9500 LUMEN HPSV STREET LIGHT BY SCE PAID FOR _ .b. s12 G*�!L_ - - _.� AND COORDINATED BY DEVELOPERS. - w - - _ - = - ._� _ - _ _ . . _ -GAS- _ _ __ ro34 tC _ ;,. _ �_ _- _ () 1 `' EX. CURB & GUTTER O10 INSTAL!. NEW STREET SIGN, SEE PLAN FOR TYPE. _ ___ _77 -- -- - - -- -- ' `~-- - --- ---- --- --- - - - — -- --- o 4 _- - _ -' �- � $ _ _ ... _N___.. a-- _.__ n ^ o ao 11 INSTALL STREET TREES PER STREET TREES SCHEDULE, SEE STREET TREES g Q, �„ -M - - CONSTRUCTION NOTES ON SHEEET 2. _ � � - C -_-- __ ___ ___ _-� ___.._ _ - 20 FIBERPTICS PER INSTALL 1-4* CONDUIT ITY REQUIREMENTS.SDS 2' CONDUITS SCH. 40 FOR FUTURE -- --- �` Z b ('v �o LEGEND: 4 _ d Et _-- -- , i STA. 2,3+18.00 4TH STREET 12 () ® CURB DATA REFERENCE STA. 0+00.00 EMP/RE COURT 23+00 I _ "" 24+00 ..... __-.. L j � CITY OF RANCHO CUCAMONGA 25+00 26+00 ,.,.....- --•�' O CONSTRUCTION NOTE REFERENCE -' '�'�" `!' ~"�'�-4 `�"'"� �' "'�"" `- ~'®-' Z - - CITY OF ONTARIO . ® - ,. 4TH S _ DEMOL110N NOTE REFERENCE '���+ p PCC SIDEWALK, CURB & GUTTER r o AND AC PAVEMENT REMOVALLn NEW ASPHALT PAVEMENT - C) w_. N NEW PCC SIDEWALK, CURB AND PAVEMENT XY - EXISTING ELEVATIONS _ - _ ___ ---- - -- _. 10 Z _�. _ _� � �r -- .�>F... R.W. X.XX XX _.. __ _ - __ _ _ _ _ - ___ _ _ - _ _ - __� �. _ ---_ X.XX XX NEW ELEVATIONS - _ `� _ _ __ - __ _ 4 �� . --' ,kms----�---�-�---...,o..vr- ..us.-�� - --.. :ar""'..,...:;.T-,iw-+..•— _ - .` --�� --�..`.`�----- �... ..._... - _ ` NEW PCC SIDEWALK, CURB AND PAVEMENT U d c NOTE; CITY NO. DESCRIPTION OF REVISION DATE: APPROVED SIDEWALK EASEMENT HAS BEEN DEDICATED TO EWAELKG' MEANDERED THROUGH PRIVAX CITY OF RANCHO C U CAM O N GA OF RANCHO CUCAMONGA WHERE E PROPERTY. V) STREET IMPROVEMENTS U 4TH STREET 0 STA. 23+ 18.00 TO 26+90.00 i v QROFESS/0 o 0 10 20 ti`s K�w� q�``� NOTICE TO CONTRACTOR APPROVED BY: DATE: � � CITY ENGINEER �.�ir�/' RCE N0. 24953 � SCALE IN FEET CONTRACTOR HEREBY AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE DESIGNED BY: RECOMMENDED: / RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION PFOAM W. Exist 03/31/06 OF THIS PROJECT, INCLUOING THE SAFETY OF PERSONS AND PROPERTIES; THAT M.E.T. �® Q A 3 a� THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL. Mme KHR A90LC114 TENWORKM � ANDTHAITHESHALLDEFEND, INDEMNIFY, DRAWN BY: SHEET a �lF OF CA4.\F� HOLD HARMLEHOUSS THE OWNER AND CONTRACTOR RF FROM ANY AND ALL LIABILITY,�RED,4L 20366 'Ilan"OfWAMO �� T�� � OR ALLEGED W CONNECTION NTH THE PERFORMANCE OF WORK ON THIS PROJECT J.R.M. CaGfor* 92614 4 O F 17 ( 756-6444 Fax (949 j5¢ EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR CHECK BY: t THE wr�. �` DRAWING NO. o ENGWEER. Q- J.H.K. 1978 vi BENCHMARK,, 2_, 1.42 ROUND HEAD BOLT IN CONCRETE CURB A 4 / 4 d LOCATED AT NORTHEAST CORNER OF MILLIKEN AVENUE AND 4TH STREET, OU Y DG N W P OF 'L CU B 0.5 FEET WEST OF DROP INLET. I IX! IINU T N LY UR S.B. CO. BM NUMBER 010191 - S E. � y._ � r r_ .�� -� _ _.-. _ _- �._ v v � r � ELEVATION 1035.89' v '� -4 0t9 •-_ _._ ___. w w ^ _ _ _-0. 19 SAO�19 v- _F_T T r ---TT-F `FF- _T T'T -r — t� TR P P. OP OF N'L C RB oq- FT_ T V v STl N! SU E C U - N �o- _r T -- -- - - -- T_ 4_ 1 -- -- -- - - -- - - -� o- I PROFILE SCALE ___ �. m�_ �_ _v G Q _ ER HORIZONTAL 1' = 20 �� Q �� R I VERTICAL 1' = 4' P E 1 20rrl--r- LUELL_ 26+00 27+00 28+00 29+00 30+00 31 +00 v ILL - � - ad m / K 14, R18 RT) R1 / 3 10 �I 9 \ 10 3 20 t}— o - 40.00' 3 o ° , = r _ �`°'°". �''•„ � 10 �. .�,-,� :.."'„.,� :=—may, o.� '.�:�,* a � V .� •.war .,.w��� �� �_ i.�.► �� o .�.�� — — — •�+��� — —r —�r — •w�.w "'� — — °' LLI DEMOLITION NOTES: cn 6 _ GAS �= LLI = _ �= _ = o= Ex. CURB & GUTTER EflSAWCUT, REMOVE AND DISPOSE OF EXISTING SIDEWALK, CURB do GUTTER, •� • AND AC PAVEMENT. I"ij _ 20 _ 20 ^20 5 20 - LLI 0 10 20 5 C - �-- 1035^ °�-�- N-�- C - N _ as _ o LJ PROTECT IN PLACE EXISTING FACILITIES (SEE PLAN). SCALE IN FEET - `- ` b h ---- -•- - - - 'V o O - - 4 - 2 ' °o N - 2 - c� (� 20 a5 REMOVE AND DISPOSE OF EXISTING SIGNS. Q7 cV b tO - -. - N c,I " `I- -� 5 `°tea, r.� r� o Q �- ,.s •=—ice Z Q. v� �`i �` Q ai.�4_ + CONSTRUCTION NOTES: c,, tK . � _ — _ s ZO CONSTRUCT RIGHT TURN LANE PER CITY OF RANCHO CUCAMONGA Q 8' MA ' STANDARD PLAN N0. 119. I— 27+00 12 28+00 CITY OF RANCHO CUCAMONGA 12 29+00 4TH STREET 30+00 12 (Mgoo O CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA - v CITY Of ONTARIO I— (10 STANDARD PLAN NO. 103. LL.I � STA. 0+00.00 PRIYNATE DRIVE O4 CONSTRUCT 8-INCH THICK PCC DRIVEWAY PER CITY OF RANCHO CUCAMONGA z `J Fr - r - _ STA. 30+78.02 4TH STREET LLI STANDARD ---� � --- _ :: 7O INSTALL NEW 9500 LUMEN HPSV STREET LIGHT BY SCE PAID FOR AND COORDINATED BY DEVELOPERS. JCONSTRUCT NEW ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STANDARD '"`"' 1035 PLAN NO. 102. ' 00 10 INSTALL NEW STREET SIGN, SEE PLAN FOR TYPE GINSTALL STREET TREES PER STREET TREES SCHEDULE, SEE STREET TREES CONSTRUCTION NOTES ON SHEEET 2. -_ - - -- -- v 12 INSTALL R26S SIGN ON STREET LIGHT STANDARD. --- -- `-- ---- __- ---- — `- �' — — — — ``- --- — -"' — — — — — "�"' �" -�' --�" .__ � — o 19 CONSTRUCT CROSS GUTTER PER CITY OF RANCHO CUCAMONGA LEGEND: Z STANDARD PLAN NO. 106A. 1 � 20 INSTALL 1-4' CONDUIT SCH. 40 AND 4-2' CONDUITS SCH. 40 FOR FUTURE CURB DATA REFERENCE FIBER OPTICS PER CITY REQUIREMENTS. ® CONSTRUCTION NOTE REFERENCE ® DEMOLITION NOTE REFERENCE i PCC SIDEWALK CURB & GUTTER QROFESS/p NOTE: NO. DESCRIPTION OF REVISION DATE: CITY E AND AC PAVEMENT REMOVAL N,KA P, �'� SIDEWALK EASEMENT HAS BEEN DEDICATED APPROVED o F TO THE CITY OF RANCHO CUCAMONGA WHERE Q SIDEWALK'S MEANDERED THROUGH PRIVATE CITY OF RANCHO C U CAM O N GA E PROPERTY. y NEW ASPHALT PAVEMENT 0 05 0' m E00fikrc 03/31/06 V' ., a s�9 ���►ti ��� STREET IMPROVEMENTS CURVE DATA NEW PCC SIDEWALK, CURB AND PAVEMENT rF Of CAu�°� 4TH STREET 0 SEGMENT LOCATION BEARING OR RADIUS LENGTH EXISTING ELEVATIONS STA. 26+90.00 TO 31 +75.00 .XX XX 3 CURB 90'00'00" 20.00' 31.42' X• �► NEW ELEVATIONS APPROVED BY: Q � DATE: �- o 4 CURB 90'00'00' 20.00' 31.42' NOTICE TO CONTRACTOR CITY ENGINEE ^��GGU �/j�//� RCE N0. 24953 NEW PCC SIDEWALK, CURB AND PAVEMENT CONTRACTOR HEREBY AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE DESIGNED BY: RECOMMENDED: RESPONSIBILITY FOR J09 SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION arePnre er OF THIS PROJECT, INCLUDING THE SAFETY OF PERSONS AND PROPERTIES; THAT M.E.T. /� o THIS REQUIREMENT SHAM. APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL tl•O KM A8800i�►S�HO 3 i WORKING HOURS; AND THAT THE CONTRACTOR SHALL. DEFEND, INDEMNIFY, AND DRAWN BY: COtiMMO 8 / $ SHEET a HOLD HARMLESS THE OWNER AND ENGINEER FROM ANY AND ALL LIABILITY, REAL 2366 " Sheet — Sins 120 /, OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT J.R.M. c, o M14 $ Q� 1 � v (I Fn (m� EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR CHECK BY: urs m OF / Adt—Ll ING N0. o ENGINEER. K i -V5Wi J.H.K. 9 78 BENCHMARKS ROUND HEAD BOLT IN CONCRETE CURB LOCATED AT NORTHEAST CORNER OF MILLIKEN AVENUE AND 4TH STREET, tis. 3' 0.5 FEET WEST OF DROP INLET. - S.B. CO. BM NUMBER 010191 ELEVATION 1035.89' PRO P. OP OF 4TY CU Z8 . _P OF 'L CU 8 - 1 38�- fi -0.219 3 - - � --- -, i r r - r !S LNG FIN H SRF CE T EN NE v - ----- -A - - - ---- _ _ ---- — _ =n. __- - aQ N A A ^ A CS �d3 f T �" _ __r --- r r _J_ -_T.. -- -T--. -_ �_- - r- _ - _ 4 PROFILE SCALE HORIZONTAL. 1' = 20' - EF IfY VERTICAL. 1' = 4' 1 F-F 0 S R TI=1 N PLAN SCALEt0ytR1 Ll 31+00 32+00 33+00 _ 34+00 35+00 ., 36+00 , SEE SHEET 7 N O 13 R18RT 13 �° 3 10 3 , I 11 11 �-- ._._" � 11 � I 11 I �� •- - �t ,. DEMOLITION NOTES. f , _ 3 � J J o i '� BUS STOP v ❑1 SAWCUT, REMOVE AND DISPOSE OF EXISTING SIDEWALK, CURB do GUTTER, _ �. • . 4 - =:r _ F,• r "T • 13 AND AC PAVEMENT. -_' . z 12 i 3 Lij � � �..� �..� '^---•� -•� �1I�`�='.._ems 1. � r. .. 8 01. 2 REMOVE EXISTING CATCH BASIN fl`PB---"�-_- - - - -"--- `c -" =--- _'• _ ❑ z - - -- _ _ - - - — v_ _pP _ 13 RELOCATE EXISTING SIGNS) C/) SL � . i : c o - - - _' '❑ - _ - 4 6S __ a `--' G27 PB j( C�R� dc�JC TIER^ _ PP"" o R2 55� — P _ WL _.___ --. — — _ — _ — — — —- — — _ _ 5 ® PROTECT IN PLACE EXISTING FACILITIES (SEE PLAN). Ll..I _ _ 20 7 f!' 12 6 - —' O O - - – 0 —� - - ❑ REMOVE AND DISPOSE OF EXISTING SIGNS. 2 20 o 0 — ` — 4 `$ C o 'N'W m 5 — - - N _ 2 — - ,ter °odd 20 20 6 PROTECT IN PLACE EXISTING ACCESS RAMP. 14 / 5 -F. ( 8 ❑ c 1 ( �• ❑7 REMOVE EXISTING 36' RCP. '�" a -,,. `� a ` o W o. 4 �-- -- - -- — ! �z � — - Q � a, 0 10 20 — - / — SCALE IN FEET 7 4 4 / / / / I ® REMOVE EXISTING 28-INCH BY 42-INCH CMPA. M �, MA 7 8 ____ — _ _1_- e- ❑9 PROTECT IN PLACE EXISTING TRAFFIC SIGNAL POLES. Q 12 12 " 32+00 33+00 34+00 I— CITY OF RANCHO CUCAMONGA 35+00 / / / / p6+00 0 11 REMOVED AND DISPOSE EXISTING BOLLARD PIPE. CITY OF ONTARIO ❑12 RELOCATE EXISTING PEDESTRIAN PUSH BUTTON POST TO NEW LOCATION. W 4TH S �`- PE1tM)T F710M t/Ty IF omrAA/p JteovatBb. CONSTRUCTION NOTES. _ x" L.-/ STA 36+54.04 - 4TH STREET OCONSTRUCT 8-INCH HIGH PCC CURB WITH 24-INCH WIDE GUTTER PER .3a _ - / /// STAO4-00.00 - M/U1KEN AVENUE Q CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 104 (A2-8). -- - _ _ C�► /// / I I O CONSTRUCT RIGHT TURN LANE PER CITY OF RANCHO CUCAMONGA — (. STANDARD PLAN NO. 119. OCONSTRUCT 4-INCH THICK PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 103. �d r �. _ /// //// ,QMH OCONSTRUCT 6-INCH THICK ASPHALT CONCRETE PAVEMENT OVER 6-INCH 40.00' THICK AGGREGATE BASE. LEGEND: 20.00' 20.00'_ 11 TYP. O CONSTRUCT ASPHALT CONCRETE OVERLAY MIN. 0.10', SEE PLANS FOR LIMITS. NOTE: z ® CURB DATA REFERENCE /� _ SIDEWALK EASEMENT HAS BEEN DEDICATED OINSTALL NEW 9500 LUMEN HPSV STREET LIGHT BY SCE PAID FOR � � ��� � � �' � � TO THE CITY OF RANCHO CUCAMONGA WHERE AND COORDINATED BY DEVELOPERS. ® O _ —, 31R ___,, SIDEWALK'S MEANDERED THROUGH PRIVATE _ CONSTRUCTION NOTE REFERENCE - •=�- = � -� PROPERTY. COLD PLANE EXISITNG PAVEMENT WIDE, TAPER FROM 0.10' IN DEPTH TO 0.0'. ® DEM , v NOT £REFERENCF _. �`.�� - �/ . �� � b•• \�3� a �/� ' .,... _ a O9 CONSTRUCT NEW ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STANDARD i "� •• •• �! `� N PLAN NO. 102. PCC SIDEWALK,, CURB ER _ __ i CITY AND AC PAVEMENT REMOVAL :. 4• jj s : . . :.?: •r:` O �•,� • . , • �" }•: •• •s.�, ..; .; N0. DESCRIPTION OF REVISION DATE: APPROVED E 10 INSTALL NEW STREET SIGN, SEE PLAN FOR TYPE `• ;.: ';, ' f#:d _ ' ••. j•' Q� /p •, ';, ;, .; •: ,,�..•t�• Of ESS L NEW ASPHALT PAVEMENT .- ..J s •�:�. •:,:.;.. CL ..` .,•�'�*:�:' • -� :•' •�� . : •?` ' 4�`� KAI► ti�� CITY OF RANCHO CUCAMONGA 11 INSTALL STREET TREES PER STREET TREES SCHEDULE, SEE STREET TREES ti �- CONSTRUCTION NOTES ON SHEEET 2. �' 12 INSTALL R26S SIGN ON STREET LIGHT STANDARD. ° f� f NEIN PCC SIDJQNAlK, CURB AND PAVEMENT 11 IYP. 3 1 �-�'" w Eqk 3/31/06 STREET IMPROVEMENTS o O13 CONSTRUCT NEW CATCH BASIN PER CITY OF RANCHO CUCAMONGA •vim. �9T cI V1 ��`�' 4TH STREET STANDARD PLAN NO. 300. g") " EXISTING ELEVATIONS F OF CpUF� ,0 X& XY NEW ELEVATIONS PERIMETER WALKWAY' STA. 31 +75.00 TO 36+54.04 , 14 CONSTRUCT NEW LOCAL. DEPRESSION (CASE B) PER CITY OF RANCHO CUCAMONGA X v STANDARD PLAN NO. 307. SCALE 1' = 1'-0' o NEW PCC SIDEWALK, CURB AND PAVEMENT NOTICE TO CONTRACTOR 'PROVED BY: DATE: �:� 15 CONSTRUCT NEW CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA. CURVE DATA CITY ENGINEER '- RCE N0. 24953 " STANDARD PLAN NO. 329. CONTRACTOR HEREBY AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE DESIGNED BY: RECOMMENDED: t SEGMENT LOCATION BEARING ORO RADIUS LENGTH RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION � 20 INSTALL 1-4' CONDUIT SCH. 40 AND 4-2' CONDUITS SCH. 40 FOR FUTURE OF THIS PROJECT, INCLUDING THE SAFETY OF PERSONS AND PROPERTIES; THAT M.E.T. �'® 94a, 3 THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL ® KHR A88ICIATEN FIBER OPTICS PER CITY REQUIREMENTS. 5 CURB 20#46'40* $1.57 30,67 WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND DRAWN BY: CONStIIT�iA � SHEET a ,� , , HOLD HARMLESS THE OWNER AND ENGINEER FROM ANY AND ALL LL4BILITY, REAL J.R.M. 2M " gest — Sum 120 N 6 CURB 20 46 40 84.57 30.67 OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT 949 7149 6 OF 17 EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR CHECK BY: UN"TK�� , DRAWING NO. 'o O7 CURB 90044'29" 35.00 55.43 ENGINEER. J.H.K. 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O i'1'!,'+'��'* •�!•�'O• *'�'• 1'°� •�►s'� O�O�•°is �i•�i° wr* ��'i'O'�O+►_••*i°i�1�'•'♦•'+ s'0:1'�:°;•'i'i •°♦•#• • i•O O O � .� .-�� at� ��+ a•�„•�a .► a �a a a a a a .. a��a• a•i a� .� �� . i .♦ *♦:O !�� .�• fi°a� �i1•� � 1 . ON An . O - s 1 1 1 1 1 1 1 1 '1 1 1 • • 1 11 • O 1 1 / • • _ - • , �t i. • 1 i , • O - : • 11 1 11 _ jo 01 / I 1 O 1 .�. /. •I' I• 1 1 1 .1 1/ • • 11►IMS 1 1 1 : �' ' 1 1 1 ' 1 1 � 1 1 7 '1 1 . .� • 1 � I' '1 1 1 1 1' • � � 1•. � �.. BENCHMARKS ROUND HEAD BOLT IN CONCRETE CURB P P T LY UR lSTI G OP +DF L C B_ _ _ LOCATED AT NORTHEAST CORNER OF MILUKEN AVENUE AND 4TH STREET, 0.5 FEET WEST OF DROP INLET. � �� RO T P S.B. CO. BM NUMBER 010191 ELEVATION 1035.89' _ __ -- -_ _ IST G -OP OF W'L'I C - U 1 .a v Q , I p 5. 3 115. 9, Fl 4ISF ED 3U ACf N T_ rT rT I _ - - _ __ - - -- -- - -- -- - N104. _ PROFILE SCALE _ HORIZONTAL r = 20' ©4E} - -_� _ _ __� __ - __- _ -- __ _____ _ _ -�� - _ _ _- - N p € VERTICAL 1" = 4' - - - — --- -- -- �_ — ---- -- - - - R�0 R { __�- PLAN SCALE -- ___ E 171-7 4+00 5+00 6+00 7+00 8+00 9+00 IL3(m m DEMOLITION NOTES: 11 R44A R18(RT) 10 3 ` ElSAWCUT, REMOVE AND DISPOSE OF EXISTING SIDEWALK, CURB do GUTTER, R W �- ` .� 1 ____ AND AC PAVEMENT. - -, -- 1 /— -`` �- 11 REMOVED.AND DISPOSE EXISTING BOLLARD PIPE 'r 1 r,. _� 1 12 \_ __-___ 11 3 11 3 11 lip 14 RELOCATE EXISTING WATER METER TO NEW LOCATION. _ `r' 2111 14 CONSTRUCTION NOTES: __ _. .� LLJ O1 CONSTRUCT 8-INCH HIGH PCC CURB WITH 24-INCH WIDE GUTTER PER = UR !� -R G 11 12 13 i ~''f f - -� — — y -- — — — — — — — — _ CITY OF RANCHO CUCAMONGA STANDARD PLAN N0. 104 (A2-8). '� c — — _�� - - — -- — — � ) �10R3.97 IX. CURB do GUTTER / IX. CURB�c GUTTER W � � fa>'3 ra"� � . � 1a 47 2 CONSTRUCT RIGHT TURN LANE PER CITY OF RANCHO CUCAMONGA °' W O STANDARD PLAN NO. 119. W w 5 '� ' ? v9 •, / _,, W °u 22 + 4 5 1 1 + 5 1 / � o Z V) 1 ^ � x Vz �o ^ moo O3 CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA � ,,, C� Q 2 Q 2 V a 2 Z ^ ^ / STANDARD PLAN NO. 103. Q W W ti 8 .v / Lr) 7 O4 CONSTRUCT 8-INCH THICK PCC DRIVEWAY PER CITY OF RANCHO CUCAMONGA + _ 12 - c i 7 / 7 8• MA 8 MA i STANDARD PLAN N0. 101 (TYPE C). d.. _.__ ___._ — �.. _____ _ .,� _ 12 _ _ ��-- ��� — �_ _ 12 5 CONSTRUCT 8-INCH THICK ASPHALT CONCRETE PAVEMENT OVER 6-INCH _ ! - . _ •—. `y' �" — — — `� THICK AGGREGATE BASE. Q , -r +OO-' --_ IX� M IAN 6+ -- `' - - �- - - - - - - - - - Q 00 MEDWN �—JJ -`- - ,,,,,� �..--� �/ .: ✓��_, s` ,t. ., y �:: � �:�_. ,�s — •...- -..- •'""r. � �eM- - - r n O8 CONSTRUCT ASPHALT CONCRETE OVERLAY MIN. 0.10', SEE PLANS FOR LIMITS V) r- - $ �- ., v:f _ - — — - — - — 7OINSTALL NEW 9500 LUMEN HPSV STREET LIGHT BY SCE PAID FOR W `\ W AND COORDINATED BY DEVELOPERS. z \ MILLIK4qN AVENUE ' \ O8 COLD PLANE EXISITNG PAVEMENT WIDE, TAPER FROM 0.10 IN DEPTH TO 0.0'. U 10 INSTALL NEW STREET SIGN, SEE PLAN FOR TYPE. \ r f , \ $ \ ''°�. \ \ \ �. Q O 11 INSTALL STREET TREES PER STREET TREES SCHEDULE, SEE STREET TREES CONSTRUCTION NOTES ON SHEEET 2. 8 STL W. . . . . . . . . — STL W- WV WV O12 INSTALL R26S SIGN ON STREET LIGHT STANDARD. — — — - ^L _ — — — -- � — — — _...•-- — — — — — i �- — - - = C) _jam -.__ �r r�- �,. .- �°' b —' J f N 21 CONSTRUCT NEW ACCESS RAMP PER DETAIL SHEET 8. _ - - - - - - - - - - - - - - - - - - — _ R.W.l - �� R.W. �r� �-". .= . ... • . . .�.• �� R.W. r — _ o O RELOCATE WATER METER AND TEST FACILITIES FOR WELL SITE. g cl) O � A � r N z LEGEND: 400°' z CUFIV D,II TAO 20.00 20.0° CURB DATA REFERENCE SEGMENT LOCATION BEANINO OR 0 RADIU LENGTH TYP. _ ® CONSTRUCTION NOTE REFERENCE / 10 CURB 19'57'55" 90.00' 31.36' O _ YR ® DEMOLITION NOTE REFERENCE 11 CURB 19'28'51" 90.00' 30.55' ITY ' • �► '��'-- 'µ- '� r ' ' '' ' '` , I 1 • ' -_ �'� NOTE' NO. DESCRIPTION OF REVISION DATE: APPROVED E PCC SIDEWALK, CURB & GUTTER 12 CURB 90 41 24 10.00 15.83 •. > i ` " . CL AND AC PAVEMENT REMOVAL 13 CURB 91'37'10" 10.00' 15.99' _ _ �' _ : '\ __ TO THE CITY OF RANCHO EASEMENT HAS BEEN WHERE CITY OF RANCHO C U CAM O N GA .: :•�, '`•� -• •�,�� { __' •ti'._r SIDEWALK'S MEANDERED THROUGH PRIVATE NEW ASPHALT PAVEMENT i 't -�z ' :�•s . :.:•��•_. .: f ,� :: • .; •' .. . .,,. •: _.' PROPERTY. 41, ' ' �~" ;• �' '--- '` ' ' STREET IMPROVEMENTS NEW PCC SIDEWALK, CURB AND PAVEMENT 8.0' 6o5' - 6 T�s•�.;— — 7 MILLIKEN AVENUE -_. - a — 3 1 -} _`--- �-- 11 STA. 4+50.00 TO 9+ 10.00 ; .XX XXL EXISTING ELEVATIONS RAMP b�G� p �• NEW ELEVATIONS \ QROFESS/pN9 NTRA T R 'PROVED BY: DATE: O o PERIMETER WALKWAY ��v N.K,1 F� NOTICE TD CO C O CITY ENGINEER RCE NO. 24953 U NEW PCC SIDEWALK, CURB AND PAVEMENT — — — SCALE 1' = 1'-0' Z;� 1 0 CONTRACTOR HEREBY AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE DESIGNED BY: RECOMMENDS : RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION efVAF0 fff C/ OF THIS PROJECT INCLUDING THE SAFETY OF PERSONS AND PROPERTIES; THAT M.E.T. Dia 3 o v Fgi d 03131/06 ' EMC QLQr•IIIR �aeoctA1�Iem i ACCESS RAM P Sr THIS REQUIREMENT sHAu APPLY CONTINUOUSLY AND NOT BE UNITED TO NORMAL DRAWN BY: SHEET Q WORKING HOURS; AND THAT THE CONTRACTOR SHALL. DEFEND, INDEMNIFY, AND CTNABi6l�� T;VPLAN -� 21 SCALE 1' = 1'-0' l9lF 4F'CAI.\F� � OR ALLHOLD �E D�W CONNECTION WITH THE PERFOSS THE OWNER AND ENGINEER FRMANC OF WORK ON THIS PROJECT M ANY AND ALL LIABILITY, REAL20 J.R.M. 92414 8 O F 1 7 756-W�0 Fax EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR CHECK BY: mg UNM� xs�s DRAWING NO. o ENGINEER. J.H.K. / 9748 i U BENCHMARK„ ROUND HEAD BOLT IN CONCRETE CURB Dos nNCLOCATED AT NORTHEAST CORNER OF - - -- - MILLIKEN AVENUE AND 4TH STREET, 0.5 FEET WEST OF DROP INLET. S.B. CO. BM NUMBER 010191 ELEVATION 1035.89' V ---110 UR A C N _ — } _ _ r2- PRO FILE SCALE HORIZONTAL 1� = 20' �� g- � T VERTICAL 1' = 4' PLAN SCALE --10 6- 9+00 10+00 11+00 12+00 13+00 14+00 DEMOLITION NOTES: - - - t --- ® PROTECT IN PLACE EXISTING FACILITIES (SEE PLAN).CONSTRUCTION NOTES: a, _ -1.�E-- - -:�•. - f / _W 3 ;4z CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA r i — 4 — J ) — • f• O N O STANDARD PLAN N0. 103. ' • - N ' -`== o -- —" W --. -�- '' .. _ -__ BUS STOP I -— O7 INSTALL NEW 9500 LUMEN HPSV STREET LIGHT BY SCE PAID FOR = _ _ _ __ ,_ o� ,___ — _ ___. ____ —___ — __� —'�_ — — _ _ — r STREET NAME AND COORDINATED BY DEVELOPERS. _ —" — _ —' — —' i" — —' _ —"' I / EX. CURB do GUTTER / ___ —� / EX. CURB do GUTTED / 1052. TC 10 INSTALL NEW STREET SIGN, SEE PLAN FOR TYPE / / t?� n / / c, INSTALL STREET TREES PER STREET TREES SCHEDULE, SLE STREET TREES W 11 LE, (/� CONSTRUCTION NOTES ON SHEEET 2. Q o� 8 MA v— @ INSTALL R26S SIGN ON STREET LIGHT STANDARD. / / / 12 LEGEND _ —,r- —_ _— � —_ - _ _ _ _ _ _ _ _ _ _i ■ 12 O yam, :" -- ► / 7 12+00 13+00 CURB DATA REFERENCE EX' MEDIAN CONSTRUCTION NOTE REFERENCE (n _ /o _ _ — — — ,� — _ _ — — ,� - �- - \ \ MILLI \ � \ i DEMOLITION NOTE REFERENCE \ ��� �� ��a WI \ PCC SIDEWALK, CURB & GUTTER \ �°► \ \ \ i AND AC PAVEMENT REMOVAL. NEW ASPHALT PAVEMENT — 12 STL �Ns — _ `. — r - - - - \ - - — -12 STUN—_ __ \--\ — _�� _ C CL —� J `_ - `�_ ,h NEW PCC SIDEWALK, CURB AND PAVEMENT r i \ .XX XX � _ R.W. - - - - -- R. -- - - _ - r^mow. _ \ I I o EXISTING ELEVATIONS - - - - �•-- - N aA _ / NEW ELEVATIONS v NEW PCC SIDEWALK, CURB AND PAVEMENT NOTE; SIDEWALK EASEMENT HAS BEEN DEDICATED z n o �,�• TO THE CITY OF RANCHO CUCAMONGA WHERE S D SIDEWALK'S MEANDERED THROUGH PRIVATE m 20.00' 20.00' _ - j 11 IYP. 0 004 oi % ► N ` .�- �.-.. _ ; QRpFESS�o CITY •• .�` ,,_... j/ , 1 p• .= j� K,1 9� N0. DESCRIPTION OF REVISION DATE: APPROVED q4 y 'o •� I 1CL • •� -� CITY OF RANCHO CUCAMONGA 0. —t.•• i t s;. ♦•►., •.♦ ' •."•.'. •..1 •♦ , ..µ <.r —,ti' r •s ''. 't E�iraftom /31/06 • •. t= ' •:♦• _,:♦ .♦•'• :i� •' �♦.�'♦•�~ .r ¢ � ,�� '! ♦ . .. ,'►t.. •t t' s. �J` CIVfI�- � u�, =•••`• - •-•• • �•' " 0,F CAlloi STREET IMPROVEMENTS MILLIKEN AVENUE 0 11 lYp. 3 1 STA. 9+ 10.00 TO 13+50.00 v v c NOTICE TO CONTRACTOR PROVED BY: DATE: S%� o CITY ENGINEER ,�� / �� RCE N0. 24953 U CONTRACTOR HEREBY AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE DESIGNED BY: RECOMMENDED: � PERIMETER WALKWAY RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION W. � _ OF THIS PROJECT, INCLUDING THE SAFETY OF PERSONS AND PROPERTIES; THAT M.E.T. GA, 3 a THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL COE ISM AGROCtATF.0 i SCALE 1' = 1'-0' WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, WDEMNIFY, AND DRAWN BY: C��801 y��C SHEET HOLD HARMLESS THE OWNER AND ENGINEER FROM ANY AND ALL LIABILITY, REAL J.R.M. � X614 '� 9 O F 17 OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT (nm 75FaY EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR CHECK BY: �. DRAWING NO. o ENGINEER. K 978 J.H.K. BENCHMARKS - -- FI SH I AT Q UI EN RF CE CE E _ ROUND HEAD BOLT IN CONCRETE CURB — — _ f � C f f I LOCATED AT NORTHEAST CORNER OF MILLIKEN AVENUE AND 4TH STREET 0.5 FEET WEST OF DROP INLET. I ° - --- -- -- — --- -- ''I` N I f � S.B. CO. BM NUMBER 010191 ELEVATION 1035.89 I ! -}}-- _ _ �_ L _ - - _ �S J f L ( _ I I _ '' _i �`! °Q l oo ' I - � ( � 4 � I i I ( f �1 Tiff .�.� 2 2f �._� ._r_ `G oP of cu`B_T­ ------ . � r � • I � h I � f f � � � _ � - � iii �- t � � t U+ Ii � � � � � � � -1 - f _ _ � �_- � _ I• } _ � 1� f _ - _ f _l _ f �_ � -� ! � � � - L � - � � f I 7TI = I �� � __�_.__ I ; —�.. _.. _ _ I I - 1052 14 PROFILE SCALE HORIZONTAL 1 = 20 ! VERTICAL 1 4 PLAN SCALE 5+00 4+00 3+00 2+00 1 +00 0+00 _ � I ASH T4-1 DEMOLITION NOTES. 1 SAWCUT, REMOVE AND DISPOSE OF EXISTING SIDEWALK, CURB do GUTTER. , °f `, � �' _ _ RPE hSIL `� }} AND AC PAVEMENT. t i ,: _ _ _ _ _— _ _ _ _— ___ �___ F - E NOTES: CONSTRUCTION I _ r I I 1 "rte SL y" 3 CONSTRUCT 4—INCH THICK PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA — ' STANDARD PLAN NO. 103. IX. G�UR�c GUTTER O C-i CONSTRUCT 8—INCH THICK PCC DRNEWAY PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 101 (TYPE C). STA Ot00.00 DRIVEWAY _ _ 5TH STREET R_wI 5 CONSTRUCT 6-INCH THICK ASPHALT CONCRgg, PAVEMENT OVER 6-INCH i STA,Jt 6,3.89 5TH STREET +00 THICI�_AGGREGATE BASE._ , ,; "' 1 �'G { __.___—_ _ ._ _ _ - 3+00- IN --_`__` — `� - O11 INSTALL STREEt TREES PER STREET TREES SCHEDULE, SEE STREET TREES ,, ¢fop A � ___ CONSTRUCTIt�lf NOTES ON SHEEET 2. , ~fes . --(14 3 11 11 11 11 3 11 9i - I –Z V6 --� LEGEND: ___ WV _ _ ---� -_ _-_ -- - __�_ - -_ _ ` C �x� + + 1 N �_ __ --_ _-__ _ UR��c GUTTER R26S yyv - -t 5 4 :, ® CURB DATA REFERENCE ..-- '� �v o •1 -• d r � I ell CONSTRUCTION NOTE REFERENCE r'` .� '' =• -"�' - :- `- :: ' - ':�.- �- w oo ` _ __- FilDEMOL111ON NOTE REFERENCE �.�" / - SL- -- 4 / -- .� ._ _, _. _. _ __ n__ _ ___,�__ __._�_ TT tQ55 I SL. 40 4 NATE _ - - / / n +nn an n� n 7 : afnnn nnnn PCC SIDEWALK CURB & GUTTER ,^-� _ rt ... .. -- �I ���� .��� . :� �� � � � � � �, I � I - s m� AND AC PAVEMENT REMOVALCL y ( Lh D �-- � �� N � n n� �.��' �.• �.�- l � l ori s.... Q N ASPHALT PAVEMENTCD _ r �r - v r— V . NEW PCC SIDEWALK, CURB AND PAVEMENT j — r• l EXISTING ELEVATIONS xxx NEW ELEVATIONS NOTE. r 4 v t P • Z xxx ` SIDEWALK EASEMENT HAS BEEN DEDICATED Q TO THE CITY OF RANCHO CUCAMONGA WHERE NEW PCC SIDEWALK, CURB AND PAVEMENT SIDEWALK'S MEANDERED THROUGH PRNATE PROPERTY. +- d- i V d N C NO. DESCRIPTION OF REVISION DATE: CITY QRQFESS/o APPROVED 0 �KApq CITY OF RANCHO CUCAMONGA L . "°``�` 03l�!°6 STREET IMPROVEMENTS s�91£ Five\�o��,� STH STREETIf CAl. o STA. 43+63.00 TO 48+00.00 0 0 NOTICE TO-.'CONTRACTOR CITY APPROVED BE RCE N0. 24953 U CONTRACTOR HEREBY AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE DESIGNED BY: RECOMMENDED: 0 10 20 RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION pwmw W. SCALE IN FEET OF THIS PROJECT, INCLUOINC THE SAFETY OF PERSONS AND PROPERTIES; THAT M.E.T. /�"� 1�4At �forf THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL �= KHR �106LGI�IFG® WORKING HOURS; AND THAT THE CONTRACTOR SHALL. DEFEND, INDEMNIFY, AND DRAWN BY: CONST TOO 1NQf4EWAL1(3* 3/PLMlN $ SHEET Q HOLD HARMLESS THE OWNER AND ENGINEER FROM ANY AND ALL LIABILITY, REAL J.R.M. 2 Cdforrk M14 �� 10 OF 17 ' OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT7 �q Fm (949 7 EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLJGENCE OF THE OWNER OR CHECK BY: DRAWING N0. o ENGINEER Sip �� 360m / q Q J.H.K. / o i F� 1044 1044 1040 0 1040 w ^ _ _ �9� ? 7z ftl- ,49X) / 1044 w w 1044 ,�1 / do 1040 1040 16.30' 15.05' 5195" 5.60' 2 ' 3 .91, 103600- 90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 801036 —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 MILLIKEN AVENUE STA 2+50 MILLIKEN AVENUE STA 4+50 MILLIKEN AVENUE STA 6+50 VERTICAL. SCALE: 1"=2 HORIZONTAL SCALE: 1'1=20' VERTICAL SCALE: 1 =2 HORIZONTAL SCALE: 1 =20 VERTICAL SCALE: 1 =2' HORIZONTAL SCALE: 1 =20' 1044 1044 N C7 w ^ 1040 $ 1040 w ? 1044 w w w _ _ 1044 1040 1040 5ox� f.�x 1036 1036 16. 15.04' 585' 0.50' . 37 68' 16. 14.97' S 14' —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 104000 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 801040 MILLIKEN AVENUE STA 2+00 MILLIKEN AVENUE STA 4+00 MILLIKEN AVENUE STA 6+00 VERTICAL SCALE. 1 =2 HORIZONTAL. SCALE: 1"=20' VERTICAL SCALE: 10=2' HORIZONTAL SCALE: 1 =20 VERTICAL SCALE: l=2 HORIZONTAL SCALE: 10;20 1040 1040 1044 1044 G o ' 1040 — 1040 ? G — — — 20 O 0.900 L, w �d i Z 16.47 5 .20' 1036 1036 16 14.87' 5 18' 1040 1 .25' 9 3 66' 1040 —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 MILLIKEN AVENUE STA 1 +50 MILLIKEN AVENUE STA 3+50 MILLIKEN AVENUE STA 5+50 VERTICAL. SCALE: 1 =2 HORIZONTAL SCALE: 13'=20' Ee VERTICAL SCALE: 1 =2 HORIZONTAL SCALE: 1 =20 VERTICAL SCALE: 1 =2 HORIZONTAL.. SCALE: 1 =20 22 1044 $ 1044 S> 'o ", tR In o a.6 1040 ^ 1040 ^ p� w �^ 4 82x _ _ Ll 21 1036 1036 i 0 1040 1040 N 0 16-V 15.1 ' 55.91, 16. 15.14' 35 33' 1W ZN W O 1036 1036 —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 a Q�QF ESS/0* 3 MILLIKEN AVENUE STA 1 +00 MILLIKEN AVENUE STA 3+00 �H.K"y 9` MILLIKEN AVENUE STA 5+00 VERTICAL SCALE: 1 =2 HORIZONTAL SCALE: 1 =20 VERTICAL SCALE: I"=2' HORIZONTAL SCALE: 1"=20 9 VERTICAL. SCALE: 1"=2' HORIZONTAL SCALE: l -20' � O. m E 60FIC D/31/ 9l£OF CALL-Ni REVISIONS PREPARED BY: DRAWN BY: K.H.R. 11/06/03 PROJECT NUMBER ' NOTICE TO CONTRACTOR NO. DATE: DESCRIPTION APPROVAL ppoomm►mom Q � KHFO Q���C��QIf'C�� DESIGN BY: B.R.R. 11/06/03 MILLIKEN AVENUE CROSS SECTIONS CONTRACTOR HEREBY AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE CHECKED BY: J.H.K. 11/06/43 5192019 OF THS FOR JOB SITE CONDITIONS DURING TNS COURSE OF CONSTRUCTION CONSULTING ENO INEERS/ARCNITECTS/PLANNERS ,Jpl WESTCOAST DEVELOPMENT L.P. OF THIS PROJECT, INCLUDING THE SAFETY OF PERSONS AND PROPERTIES; THAT 2355 Main Street — Suite 120 DRAWING: JPIRC-4TH-DESIGN SECTIONS.DWG o THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND Irvine, California 92614 XREF: — 11210 4TH STREET AND 9650 MILL 1 KE N AVENUE SHEET NO HOLD HARMLESS THE OWNER AND ENGINEER FROM ANY AND ALL LIABILITY, REAL (949) 756-6440 Fax (949) 75 6444 OR ALLEGED, IN CONNECTION NTH THE PERFORMANCE OF WORK ON THIS PROJECT PLOT FILE: 1055-LA_30-42 CEPTERFOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR UNDER THE SUPERVISION H. K? E. 3056! 0: — SCALE: 1=1 RANCHO C U CAM O N GA, CALIFORNIA 9'1729 15 OF 17ENGINE . I JA � �w�j. m0 . 1 q76 i 0 w R A A A E2 1040 'a- 1040 �c 1040 0 1040 i 1h 4 y 15 /q 1036 ,, ,_ I� 1036 u ox ? x I A Pill A \ �- 01 .Uox Wcq%) 1036 1036 1036 ,gy _ 1036 \ 2.4 ?max 1032 3248.00' 1032 F'\4 --C\ —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 ' 1 6.00' j 1.00 48.00 4TH STREET STA 31 +00 1032 32.t4' x$•05' J 1032 VERTICAL. SCALE: 1 =2 HORIZONTAL. SCALE: 1 =20 1032 i 032 —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 4TH STREET STA 32+00 1040 1040 VERTICAL SCALE: 1'=2' HORIZONTAL SCALE: 1'=20' 4TH STREET STA 29+50 VERTICAL SCALE: 13;Y HORIZONTAL SCALE: 1"=20 1040 1040 M ft- 1048 1048 1036 ax A , 1036 i 35 � .001.0e c A A 1036 �� � � � �� 1036 'op 2.26%) / ! 1044 1044 1032 �'0° 1032 —' lc e.00 11. 4$.00 16.00' 3 .15' —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 1032 1032 —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 4TH STREET STA 30+50 fi� n VERTICAL SCALE: 1'=2' HORIZONTAL SCALE: 1 =20 —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 MILLIKEN AVENUE STA 7+00 VERTICAL SCALE: 10=2' HORIZONTAL SCALE: 1 =20 4TH STREET STA 32+00 A VERTICAL SCAM: 1"=2' HORIZONTAL SCALE: 1`-20' 1040 1040 1040 N 1040 w A 1048 1048 A •� 20T lool CL j7" w � 1036 _ `'• — — _ i 036 1036 � � ° _ �� — � 1036 Co 1044 1044 O v+ fC v 1 ).W All 3 FAT 21.83' 48.17 6.00' 11.00 48.00 N Z (7 103 1032 1032 1032 9 —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 00 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 —100 -90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 U MILLIKEN AVENUE STA 7+00 4TH STREET STA 30+00 KA It 4TH STREET STA 31 +50 VERTICAL SCALE: 1"=2' HORIZONTAL SCALE: 1 =20 VERTICAL SCALE: 1 =2 HORIZONTAL SCALE: 1 =20 ��' VERTICAL SCALE: 1 =2 HORIZONTAL SCALE: 1 =20 GEviatiarc D �/r% V) E'OF CAUti�� v L O REVISIONS PREPARED BY: DRAWN BY: K.H.R. 11/06/03 P ROJ ECT NUMBER NOTICE TO CONTRACTORNO. DATE: DESCRIPTION APPROVAL_ �� ��� Q�����Q��� DESIGN BY: B.R.R. 11/06/03 4TH S'TREE'T CROSS SECTIONS CONTRACTOR HEREBY AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE CHECKED BY- J.H.K. 11/06/03 5192019 RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION CONSULTING ENGINEERSIARCHITECTS/PLANNERS OF THIS PROJECT, INCLUDING THE SAFETY of PERSONS AND PROPERTIES; THAT 2355 Main Street — Suite 120 DRAWING: JPIRC-41-H—DESIGN SECTIONS.DWG J P 1 W E STC OAST DEVELOPMENT, L.P. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, I AND Irvine, California 92614 XREF: ANLIABILITY. - 11210 4TH STREET AND 9650 MILLIKEN AVENUE SHEET NO. HOLD HARMLESS THE OWNER D ENGINEER FROM ANY AND ALL REAL (949) 756-6440 Fax (949) 7 —8444 ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT PLOT FILE: 1055-lA_30_42 EX RANCHO C V CAM O N GA CALIFORNIA 91729 16 O F 17 EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR UNDER THE SUPERVISION zo "2 E1JGwEER. J H. .C.E. 30560) SCALE: 1=1 V) �W�. llib. 197$ r O 1040 1040 1040 1040 a , o :!�l 1036 - 1036 1036 �. � � � 1036 � � oa 16.00' Q.001 16.00' 48.06 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 103100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 801032 4TH STREET STA 34+00 4TH STREET STA 35+150 VERTICAL. SCALE: 1'=2 HORIZONTAL SCALE: 1 =20 VERTICAL SCALE: 1 =2 HORIZONTAL. SCALE: 1'=M EelA A (1 VRA 1040 1040 1040 1040 Aal.w _ C14 OA -- 1036 , _ - 1036 1036 �� _- - 1036 I 0 v lG, 1 .84' 48.83 16.00' 48.32' 1032 1032 1032 1032 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 4TH STREET STA 33+50 4TH STREET STA 35+00 VERTICAL SCALE: 1W HORIZONTAL. SCALE: 1'=26F VERTICAL SCALE: l'--f—HORIZONTAL SCALE: 1 =20 1040 1040 1040 1040 ' VI, 37� 1036 4 � �1 � - � 1036 Vy 1036 ' -- `1 � - 1036 " 39 �o Z 22.22 78 48.00 16.00' 48.00 W N Z C9 2 1032 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 103100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 ' 4TH STREET STA 33+00 4TH STREET STA 34+50 QR�VkKA� O*'` VERTICAL SCALE: 1 =2 HORIZONTAL SCALE: 1 =20' VERTICAL SCALE: 1 =2 HORIZONTAL. SCALE- 1'0=26r y ��' E 0. _r iracroR /3tAs �lF OF CAUFi REVISIONS PREPARED BY: DRAWN BY: K.N.R. t 1/06/03 PROJECT NUMBER NOTICE TO CONTRACTOR NO. DATE: DESCRIPTION APPROVAL ppollo®mo 0 0 0� DESIGN BY: B.R.R. 11/06/03 4TH STREET CROSS SECTIONS ��ILI�► KHR QRMOC(IA L f CONTRACTOR HEREBY AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE CHECKED BY: J.N.K. 11/06/03 5192019 RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION CONSULTING ENGINEERS/ARCHITECTS/PLANNERS OF THIS PROJECT, INCLUDING THE SAFETY OF PERSONS AND PROPERTIES; THAT2355 Main Street — Suite 120 DRAWING: JPIRc—4TH—DESIGN SECTIONS.Dwc J P I W E STC OAST DEVELOPMENT, L.P. o THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND Irvine, California 92614 XREF: - 11210 4TH STREET AND 9650 M I L L I KE N AV E N V E SHEET N 0. HOLD HARMLESS THE OWNER AND ENGINEER FROM ANY AND ALL LIABILITY, REAL (949) 756-6440 Fax (949) 7W6444 ALLEGED. W CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT PLOT FILE: 1055-LA_24_36 EX RANCHO C V CAM O N GA CALIFORNIA 91729 17 O F 17 EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR UNDER THE SUPERVISION 0 ENGINEER. JA H. KA .E. 30560) SCALE: 1=1 D(06. No. / 978