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HomeMy WebLinkAbout2055N N ul rl 0 0 z z 0 J 3 i a U STREET IMPROVEMENT PLANS GENERAL N07ES- 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS OF PUBLIC WORKS CONSTRUCTION — CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS, 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMOMGA. J. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING DEPARTMENT PRIOR TO ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT —OF —WAY. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FEET OF SUB —GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTLITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 7. IF ANY UNFORESEEN SUBSURFACE STRUCTURES ARE ENCOUNTERED DURING CONSTRUCTION THEY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE SOILS ENGINEER AND ENGINEERING DEPARTMENT BEFORE PROCEEDING FURTHER. 8. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB — GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND /OR SURFACING. 9. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. 10. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R— VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 11. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R —VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS. 12. WHEN /MPOROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB —GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB —GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. 13. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB— GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 14. ESTIMATE OF QUANTITIES PROVIDED BY THE ENGINEER ARE ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 15. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUNBER 401 SHALL BE CONSTRUCTED AT EACH INTERSECTION. 16. CITY APPROVAL OF THESE PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION, UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 17. WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 78, CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. A. VER/ZON: 1- 800 -483 -3000 B. SOUTHERN CALIFORNIA GAS COMPANY D. ADELPHIA 1- 800 - 626 -6299 216 N. EUCLID AVENUE 1- 800 - 427 -2200 (RES) D. AVENUE ONTARIO, CA. 91762 1- 800 - 427 -2000 (COMM.) ONTARIO, CAA. C. CUCAMONGA WATER DISTRICT (909) 987 -2594 1440 ASHFORD STREET E. CHARTER COMMUNICATION RANCHO CUCAMONGA, CA. 91730 668 PARK VIEW CT. (909) 987 -6275 RIVERSIDE, CALIFORNIA EXI<S77NG SURVEY MOUnVWffflON I HEREBY CERTIFY THAT / HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD THAT COULD BE DISTURBED BY THIS PROJECT ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: 1. MONUMENT AT THE INTERSECTION OF WILSON AVENUE AND HERMOSA AVENUE 2. MONUMENT AT THE CENTERLINE OF HERMOSA AVENUE, NOO'19'334E ":329.52' FROM THE INTERSECTION OF WILSON AVENUE AND HERMOSA AVENUE LAND SO DATED: G j ���S2RV P °P�LFt HENRY C. POQU /Z, L. S. 60 r 0 ENGINEER'S NOTE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR ANY OTHER STRUCTURES SHOWN ON THESE DRAWINGS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO OTHER UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THE DRAWINGS, THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE /SHE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. BENCH MARK: BM No. 10103, BRASS DISC IN CONC. CURB STAMPED "CITY OF RANCHO CUCAMONGA BM 10103 1987" AT THE SOUTHEAST CORNER CURB RETURN OF WILSON AVE. AND HERMOSA AVENUE. ELEVATION = 1781.647 No. 6048 ExC 6/30/0 �� I' �_ARCEL MAP 16455; Q CONSTRUCT 5" A.C. PAVING OVER MIN. 6" AGGREGATE BASE (SEE GENERAL NOTES 9 AND 10) 20 CONSTRUCT 8" PCC CURB AND 24" GUTTER PER CITY STANDARD NO. 104 (A2 -8) 3� CONSTRUCT ACCESS RAMP PER CITY STD. NO. 102 ® CONSTRUCT 4" THICK, 4' WIDE SIDEWALK PER CITY STD. NO. 103 Q CONSTRUCT DRIVEWAY APPROACH PER CITY STANDARD NO. 101, TYPE R -1, WIDTH PER PLAN, MEDIUM BROOM FINISH WHERE DRIVEWAYS CROSS EQUESTRIAL TRAIL © SAW —CUT AND DISPOSE EXISTING A.C. PAVING Q7 ADJUST TO GRADE EXISTING WATER VALVES (PAID AND COORDINATED BY THE DEVELOPER) ® STREET TREES TO BE INSTALLED PER NOTES AND LEGEND HEREON. 90 INSTALL 9500 LUMENS HPSV STREET LIGHT BY SCE, PAID & COORDINATED BY THE DEVELOPER 9A INSTALL 5800 LUMENS HPSV STREET LIGHT BY SCE, PAID AND COORDINATED BY THE DEVELOPER ® ADJUST SEWER MANHOLE COVER TO GRADE (1 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. NO. 107 —A ® CONSTRUCT SPECIAL CROSS GUTTER PER CITY STD. NO. 106 -8, K =12.1 ', L =22.4 ; (WITH TRANSITION TO EXISTING) © RELOCATE EXISTING SIGN BEHIND THE NEW CURB AND GUTTER ® REMOVE EXISTING POWER POLE, UNDERGROUND OVERHEAD UTILITY LINES (PAID AND COORDINATED BY THE DEVELOPER) ® CONSTRUCT COMMUNITY TRAIL PER CITY STD. NO. 1002 —A ® REMOVE EXISTING ELECT. /TEL. PANEL PER UTILITY COMPANY'S SPECS. ( PAID AND COORDDNATED BY THE DEVELOPER) © REMOVE AND DISPOSE EXISTING DRIVEWAY ® REMOVE AND DISPOSE EXISTING PCC CURB ® REMOVE AND DISPOSE EXISTING A.C. BERM ® CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. NO. 107 —B s 52' C.L. 44' oc 32' 20' 23' 9' 32' 12' 12' 8' 2• COMMUNITY PARKWAYQ �© RAIL �v -- 1 29' 1 1 6 EXISTING IMPROVEMENT T.1 =9 WILSON AVENUE C.L. HUMBERTO ZARATE 10114 WILSON AVENUE RANCHO CUCAMONGA, CA. 91730 (909) 730 -8747 T1=6 HERMOSA AVENUE (TYPICAL) - N. T. S. OUAATMES. 16,500 S.F. 535 L.F. 1 EACH 1,048 S.F. 5 EACH 7,600 S. F. 2 EACH (SHEET 1 OF 4) 2 EACH 2 EACH 2 EACH 7 EACH 1 EACH 4 EACH 4 EACH 273 L.F. 2 EACH 360 S. F. 265 L.F. 52 L.F. 1 EACH F ' /its 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 TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMMENOMENTS, AS DETERMINED BY THE CITY INSPECTOR. J. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. 4. STREET TREES ARE TO PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. STREET NAME BOTANICAL VISTA GROVE ST. MIN. GROW SPACING SIZE QTY NAME NAME j LAGERSTROEMIA Z 24" Q INDICA "MUSKOGEE" HYBRID — LAVENDER Q HILLSIDE ROAD 9 HERMOSA AVENUE o CRAPE MYRTLE 3' 0 24 Z m HYBRID- LAVENDER BOX WILSON AVE. Q N.T.S. BANYAN STREET VICW Y MAP Q CONSTRUCT 5" A.C. PAVING OVER MIN. 6" AGGREGATE BASE (SEE GENERAL NOTES 9 AND 10) 20 CONSTRUCT 8" PCC CURB AND 24" GUTTER PER CITY STANDARD NO. 104 (A2 -8) 3� CONSTRUCT ACCESS RAMP PER CITY STD. NO. 102 ® CONSTRUCT 4" THICK, 4' WIDE SIDEWALK PER CITY STD. NO. 103 Q CONSTRUCT DRIVEWAY APPROACH PER CITY STANDARD NO. 101, TYPE R -1, WIDTH PER PLAN, MEDIUM BROOM FINISH WHERE DRIVEWAYS CROSS EQUESTRIAL TRAIL © SAW —CUT AND DISPOSE EXISTING A.C. PAVING Q7 ADJUST TO GRADE EXISTING WATER VALVES (PAID AND COORDINATED BY THE DEVELOPER) ® STREET TREES TO BE INSTALLED PER NOTES AND LEGEND HEREON. 90 INSTALL 9500 LUMENS HPSV STREET LIGHT BY SCE, PAID & COORDINATED BY THE DEVELOPER 9A INSTALL 5800 LUMENS HPSV STREET LIGHT BY SCE, PAID AND COORDINATED BY THE DEVELOPER ® ADJUST SEWER MANHOLE COVER TO GRADE (1 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. NO. 107 —A ® CONSTRUCT SPECIAL CROSS GUTTER PER CITY STD. NO. 106 -8, K =12.1 ', L =22.4 ; (WITH TRANSITION TO EXISTING) © RELOCATE EXISTING SIGN BEHIND THE NEW CURB AND GUTTER ® REMOVE EXISTING POWER POLE, UNDERGROUND OVERHEAD UTILITY LINES (PAID AND COORDINATED BY THE DEVELOPER) ® CONSTRUCT COMMUNITY TRAIL PER CITY STD. NO. 1002 —A ® REMOVE EXISTING ELECT. /TEL. PANEL PER UTILITY COMPANY'S SPECS. ( PAID AND COORDDNATED BY THE DEVELOPER) © REMOVE AND DISPOSE EXISTING DRIVEWAY ® REMOVE AND DISPOSE EXISTING PCC CURB ® REMOVE AND DISPOSE EXISTING A.C. BERM ® CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. NO. 107 —B s 52' C.L. 44' oc 32' 20' 23' 9' 32' 12' 12' 8' 2• COMMUNITY PARKWAYQ �© RAIL �v -- 1 29' 1 1 6 EXISTING IMPROVEMENT T.1 =9 WILSON AVENUE C.L. HUMBERTO ZARATE 10114 WILSON AVENUE RANCHO CUCAMONGA, CA. 91730 (909) 730 -8747 T1=6 HERMOSA AVENUE (TYPICAL) - N. T. S. OUAATMES. 16,500 S.F. 535 L.F. 1 EACH 1,048 S.F. 5 EACH 7,600 S. F. 2 EACH (SHEET 1 OF 4) 2 EACH 2 EACH 2 EACH 7 EACH 1 EACH 4 EACH 4 EACH 273 L.F. 2 EACH 360 S. F. 265 L.F. 52 L.F. 1 EACH F ' /its 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 TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMMENOMENTS, AS DETERMINED BY THE CITY INSPECTOR. J. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. 4. STREET TREES ARE TO PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. STREET NAME BOTANICAL COMMON MIN. GROW SPACING SIZE QTY NAME NAME SPACE LAGERSTROEMIA CRAPE MYRTLE 24" WILSON AVENUE INDICA "MUSKOGEE" HYBRID — LAVENDER 3' 20' 0. C. BOX 9 HERMOSA AVENUE LAGERSTROEMIA CRAPE MYRTLE 3' 20' O.C. 24 1 p !NDICA MUSKOGEE" HYBRID- LAVENDER BOX BASIS OF BEARINGS BASIS OF BEARINGS IS THE CENTERLINE OF WILSON AVENUE BEING N89 "49'10 "E PER TRACT MAP NO. 16193, M.B. 287159 -67 L( LI LI LI LI 10 +00 PROFILE SCALE VERT: 1 in = 4 ft HORZ: 1 in = 40 ft HERMOSA A VENUE (SEE SHEET 3 OF 4) — Wk— . I I I I W I nn o� � O / 2 / r v I U �U ti J hh � rn h N +sue, A6'• o 11+00 CURB RETURN 0= 90'30'23" R= 35.00' L= 55.29' PARCEL I 102.89' v -12+00 1 -)+UU SCALE.- 1 " =40' PARCEL 2 �I? 1 Is 6010° PARCEL 3 90.13' "I !JI/`I-1 iL I �F � I WAY 80. 13' STREET CENTERLINE W 4 2 w m I It-rvv p tl I J'i'UU can : O J r m rn ro EXIST. RIGHT OF WAY :� • PP i SIGN 1 SIG - -- — - M - - - _ - .._. - _ _.. _ - -- _ _ t� ------ r - LE CURB - 1'1794 — — — �t _ - — { _ _I LEFT C 1792 t -- F _ — - - - { -- =_ - - _ — - -1 1 1792 _ '_._ _FT CURB �-..._.. _s!. _.___ } ._ . _ _:: _.. -: _� -- '._ - ... -- - .1_.__.,;_. - -- - - CURB 1790 - - _ - - -- - . - - _. _ - - 1 1790 _FT CURB __ _vo _ - ._ �- -_ _ --o _ ._kovi� - �c'i� a __ . �, a `- - -- �___ { � _.� - -_ __ - - - r�r=_� - t -_- _ ��; _. _: r r __� _�_ _t - i LEFT CURB r 1788 1788 1. _ .._ _ �, ._ ... — — —_- " -- j LEFT CURB _ .z r . _ _FT CURB k ns _ - _ { a -r } - _ _ -:_ ___ ___ _._ __ - } - - -. 1786 1786 -FT CURB - - _ - Prrt fi . _ _ _. __ - _ — - _ - -. — _ —_ LEFT CURB _ 1784 -_ i _:= __:- t^ __ - - _ 1784 _FT CURB - f _ }.. _ . LEFT CURB 1792 - - - EDT o, -- - - 1792 C C. L. - - j __ -. Wit,,:.. _ 1790 1790 C. L. - - __ - {� -� �::_ - .._ -: :. m._:: 1yg - 1788 _.._. + - �.;t N _. - -- _- _ _. } - __ 1788 C. L. - •� - -- - 1786 1786 C.L. C _- a:___� .: C.L. _ r� _ 1784 1784 C. L. " C. L. 1782 _ _ -- -- 1782 � n • � nn a r_ � nn � o � nn 10 +00 PROFILE SCALE VERT: 1 in = 4 ft HORZ: 1 in = 40 ft HERMOSA A VENUE (SEE SHEET 3 OF 4) — Wk— . I I I I W I nn o� � O / 2 / r v I U �U ti J hh � rn h N +sue, A6'• o 11+00 CURB RETURN 0= 90'30'23" R= 35.00' L= 55.29' PARCEL I 102.89' v -12+00 1 -)+UU SCALE.- 1 " =40' PARCEL 2 �I? 1 Is 6010° PARCEL 3 90.13' "I !JI/`I-1 iL I �F � I WAY 80. 13' STREET CENTERLINE W 4 2 w m I It-rvv p tl I J'i'UU can : O J r m rn ro EXIST. RIGHT OF WAY :� • PP i SIGN 1 SIG -00 '�'- F•X157/RG E.�Fr -,-? - - 15 00 _ —�� - - -� EX. LIGHT EX. EX. LIGHT _ _ _ _ — — _ WILSON A VENUE L_�/ II � II r� II I 11 I BA OF BF_A MQ9 BASIS OF BEARINGS IS THE CENTERLINE OF WILSON AVENUE BEING N89'49'10 °E PER TRACT MAP NO. 16193, M.B. 287159 -67 r ��r �kwia Ol CONSTRUCT 5" A.C. PAVING OVER MIN. 6- AGGREGATE BASE (SEE GENERAL NOTES 9 AND 10) 20 CONSTRUCT 8" PCC CURB AND 24" GUTTER PER CITY STANDARD NO. 104 (A2 -8) 3Q CONSTRUCT ACCESS RAMP PER CITY STD. NO. 102 ® CONSTRUCT 4" THICK, 4' WIDE SIDEWALK PER CITY STD. N0, 103 50 CONSTRUCT DRIVEWAY APPROACH PER CITY STANDARD NO. 101, TYPE R- 1, WIDTH PER PLAN, MEDIUM BROOM FINISH WHERE DRIVEWAYS CROSS EOUESTRIAL TRAIL © SAW -CUT AND DISPOSE EXISTING A.C. PAVING 07 ADJUST TO GRADE EXISTING WATER VALVES (PAID AND COORDINATED BY THE DEVELOPER) s ® STREET TREES TO BE INSTALLED PER NOTES AND LEGEND ON SHEET 1 9Q INSTALL 9500 LUMENS HPSV STREET LIGHT BY SCE, PAID & COORDINATED BY THE DEVELOPER INSTALL 5800 LUMENS HPSV STREET LIGHT BY SCE, PAID AND COORDINATED BY THE DEVELOPER ® ADJUST SEWER MANHOLE COVER TO GRADE Q1 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. NO. 107 -A © CONSTRUCT SPECIAL CROSS GUTTER PER CITY STD. NO. 106 -8, K =12.1 % L= 22.4', (WITH TRANSITION TO EXISTING) © RELOCATE EXISTING SIGN BEHIND THE NEW CURB AND GUTTER ® REMOVE EXISTING POWER POLE, UNDERGROUND OVERHEAD UTILITY LINES (PAID AND COORDINATED BY THE DEVELOPER) © CONSTRUCT COMMUNITY TRAIL PER CITY STD. NO. 1002 -A ® REMOVE EXISTING ELECT./TEL. PANEL PER UTILITY COMPANY'S SPECS. ( PAID AND COORDDNATED BY THE DEVELOPER) © REMOVE AND DISPOSE EXISTING DRIVEWAY ® REMOVE AND DISPOSE EXISTING PCC CURB Q9 REMOVE AND DISPOSE EXISITNG A.C. BERM CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. NO. 107 -B 10 +00 11+00 12 +00 115 +uu 14 +uu 1 o +uu PROFILE SCALE VERT: 1 in = 4 ft HORZ: 1 in = 40 ft tiOA67RVV %IVI Y NO%ES-- .. >;Ai., ..o,...:.,m:.: -, e^ ..... as, s: ss:�s. »• °*" cam?^, i» rs�e+ 3r' 3avtia :a+zo-2sxY:em¢i»uwnS+aiv�`s _ •r^ BENCH MARK- BM No. 10103, BRASS DISC IN CONC. CURB STAMPED "CITY OF RANCHO CUCAMONGA BM NO. 10103" AT THE SOUTHEAST CORNER CURB RETURN OF WILSON AVENUE AND HERMOSA AVENUE, ELEVATION = 1781.647 Ql CONSTRUCT 5" A.C. PAVING OVER MIN. 6" AGGREGATE BASE (SEE GENERAL NOTES 9 AND 10) 2 CONSTRUCT 8" PCC CURB AND 24" GUTTER PER CITY STANDARD NO. 104 (A2 -8) 3 CONSTRUCT ACCESS RAMP PER CITY STD. NO. 102 ® CONSTRUCT 4" THICK, 4' WIDE SIDEWALK PER CITY STD. NO. 103 5Q CONSTRUCT DRIVEWAY APPROACH PER CITY STANDARD N0, 101, TYPE R -1, WIDTH PER PLAN, MEDIUM BROOM FINISH WHERE DRIVEWAYS CROSS EQUESTRIAL TRAIL © SAW -CUT AND DISPOSE EXISTING A.C. PAVING Q ADJUST TO GRADE EXISTING WATER VALVES (PAID AND COORDINATED BY THE DEVELOPER) ® STREET TREES TO BE INSTALLED PER NOTES AND LEGEND ON SHEET 1 9Q INSTALL 9500 LUMENS HPSV STREET LIGHT BY SCE, PAID & COORDINATED BY THE DEVELOPER u SCALE. 1 " =40' 9� INSTALL 5800 LUMENS HPSV STREET LIGHT BY SCE, PAID AND COORDINATED BY THE DEVELOPER I ADJUST SEWER MANHOLE COVER TO GRADE I I CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. NO. 107 -A CONSTRUCT SPECIAL CROSS GUTTER PER CITY STD, NO. 106 -B, K =12.1 ', L= 22.4', (WITH TRANSITION TO EXISTING) RELOCATE EXISTING SIGN BEHIND THE NEW CURB AND GUTTER ® I o HERMOSA AVENUE (G REMOVE EXISTING POWER POLE, UNDERGROUND OVERHEAD UTILITY LINES (PAID AND COORDINATED BY THE DEVELOPER) ---- -0-- -- — } -- -- - - - - -- ------------ - - - -G— _ - © CONSTRUCT COMMUNITY TRAIL PER CITY STD. NO. 1002 -A 10+00 WILSON AVE. ----------------'--'-- ----- - - - - -- 10+00 HERMOSA AVE. E�ED�6FPdvIF� ® REMOVE EXISTING ELECT /TEL. PANEL PER UTILITY COMPANY'S SPECS. {PALO AND COORDNATED BY THE DEVELOPER) " 11+00 12 +00 13 00 14 +00 — s MH 1313 +2��IN �. —S Q REMOVE AND DISPOSE EXISTING DRIVEWAY 1 - - - sAW -CUT L s 6 1 0 1.41 TC ® REMOVE AND DISPOSE EXISTING PCC CURB —_- -- - - EX __ —___ -- ----- - - -- -- REMOVE AND DISPOSE EXISTTNG A.C. BERM —tam 0 ,� .► — -- rr - - may- -. - - �- - - - - - - EX. CURB /GUTTER — ��� _ @ CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. NO. 107 —B .� 262.31' RIGHT OF WAY 16 0 10 +67.51 ECR N 2 4 I\ I EX. D/W j 3 86.15TC 85.48FL N a N 1 \ I PARCEL 1 5 I M 3 II ! 10+57.59 8CR CURB RETURN 82.75FL �= 90'3073" 5 All I li VENUE R =35.00 WILSON A L= 55.29' W (SEE SHEET 2 OF 4) Q W a ? ° CITY OF RANCHO CUCAMONCv QTRGGT IAAPQn% /GAAGAIT P1 A r v