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HomeMy WebLinkAbout1732 BENCHMARK 10103 Ei..EV: 1781.647 2" BRASS DISK IN CONC. CURB STAMPED "CITY OF RANCHO CUCAMONGA BM 10103 AT SOUTHEAST CORNER OF HERMOSA AVENUE AND WILSON AVENUE CITY 0iP ' .,RANCF_,f0 CUCAMON G_ _ A AT END OF CURB RETURN Underground S A ENUE HERM. O A V Service Alert Call: TOLL FREE 1-800-422-4133 STREET AND STORM TWO WORKING DAYS BEFORE YOU DIG DRAIN ON THE EAST SIDE OF HERMOSA AVENUE 2000 ' S /O W AVENUE GENERAL NOTE'S: 1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard Specifications for Public Works Construction, (Green Book), 1994 Edition and including the 1995 supplement. A!ANCNO u .TION 2. Public and Private utilities and substructures shown hereon aro from available records. The CUCAMWGA Contractor shall be responsible for protecting all utilities and substructures as shown within the HILLSID RD construction limits of this project and shall be responsible for any damage as a result of the it rvlLsoN AVE construction operations. a I 16�A AVENUE 3. The Contractor shall notify Underground Service Alert 1-800-422-4133 and the following utilities two COG81 I ; working days prior to construction or regarding any problems. L�J \YAN T w ANYAN ST Southern California Edison Co. - EMERGENCY ONLY 800 611-1911 Y 4" AC OVER 4" CAB HIGH DAVE Southern California Edison Co. - Jaime Amezcua 909 357-6581 Z 19TH _J Southern California Gas Co. - EMERGENCY ONLY 800 427-2000 Southern California Gas Co. - Hank Delgado 909 335-7715 s' 6.5' PROP. 4" PCC SIDEWALK Z General Telephone Co. _ Bob Parent 909 469-6354 R/W TORIA General Telephone Co. Dallas Strin er 909 469-6339 1671.60 < PARK LN General Telephone Co. - JerryFaube 909 469-6347 _ ___ _._ _ _ _ _ .. _. _... - -_ - _ _._._.._.. _-. __---_._ _ _ __ __._.__._ _ o = 1671.20 '. _ _._ - - : ._ _-__- _ _ _- -_-- - 1671 60 J PA SE LINE Cucamonga County Water District - EMERGENCY ONLY 909 987-2591 _. _ _ _ _- _.__ _. _._._ - . __. 1671.20 Cucamonga County Water District 909 483-7440 1670.80 - a� rye . __ __. -_ : -- 1670.80 _._ .._ 12.13 ) _.__ _._ _. . .: 5.1 -_ _- .. - _- - -_ -_.___-_ ---._.._ ------_-_. -____ ___- 1670.40 CHUR ST 4, The contractor shall notify the City of Rancho Cucamonga Police Department, The City of Rancho 1670.40 ___ .: _ ._ -_ _ _ f2•r --.___.___.__ °_ -_._ _ _ _.__ --_ ---__-- ._-._--_. ____ ____ - - ---- - - -- - ---. . -- Cucamonga Fire Department and any affected school district, 72 hours prior to construction 1670.00 _ - - TER STA indicating any detour and/or road closures. 1669.60 _ _. 2,57; _ -__ . . . . _ . . - ___ -_ 1a,99 :) 1669.60 W F300THI FO B 1669.20 - -.. - _S 1669.20 5. For inspection of this project, the Contractor shall contact the Public Works Section at (909) 1668.80 - 477-2740 ext. 4075, Mond - Thursday, at least two working d prior to the construction _ _ Monday aY 9 P __-_. ____. s :: ___ _ ._____ ____ - __-_.. .___- _.__.__ _.__._.- I ARROW RTE CEN�ERCDR. 166880 EIIF ❑ start date. 1668.40 3 GAE t}1 OAS , _ . _ . - 1668.40 0 CATERi� __ _ .._ __. _.. ---- ._ - --- ----- ---- - - _ .__ --- - --- --- - _----- --.. -- -- - � . 1668.00 DEPTH UN# NOWN -- �. 0 6. A permit shall be obtained from the City of Rancho Cucamonga prior to any construction or : .: _ -_ _ L_ _ _. _ _ _.- _ -- _ _ -___ __. _-- .-__ ___ _ _.__--_ ._ _ . 1667.60 - _ _-_ __ ----_ _ _ __. ._ .. ._ ___ _ _ -_ _- __ ...-_. ._ __- _ -____ -.._. _ .. .__ ._ _ 166760 encroachment within any City of Rancho Cucamonga easement or rights-of-way. _- __ _ ___ t 1667.20 ._. ___---_---- _ ._ _._._._.._.______ __________________ __----.___-_- . __ __ -_.__ _ ._ - -_---__-_ -_-----.__-._ _..-.------____-- ----_-__ _._ -____- .-----______-- :_._____.._.. _-_- -.--_---_____-_- 1667.20 LOCATION MAP 7. During the construction operations Hermosa Avenue may be reduced to one lane. The contractor shall 1666.80 - _ _ _ 1666.80 NOT To 9CALE provide flagman control during this time. All other times on 1 n :__._. :.. -: -.. .: : _: :_. ._.. : . - - : P 9 9 e 2 lane in each direction shall be 1666.40 _ . _ . _. ._____ _. ____. _._.. _.. -__ _:_._ ____ _- __ . _ . ____ _-. __.._____ _ _ .____ . __ __ _____-. _ 1666.40 maintained evenings, weekends and all other non working times. The traffic lanes shall be maintained -30 -20 -10 0 10 0 30 40 50 60 70 80 90 100 on pavement, and shall remain unobstructed. INDEX 29+77 PROP. CATCHBASIN SHEET DESCRIPTION 8. A permit shall be obtained from the City of Rancho Cucamonga prior to any construction or 1 TITLE SHEET encroachment within any City of Rancho Cucamonga easement or rights-of-way of any work. All Ste: HORIZ: 1 =10 -0 2 STREET AND STORMDRAIN PLAN AND PROFILE discrepancies shall be reported for direction immediately to the city. VERT: 1"=2'-0 3 CROSS SECTIONS TYPICAL HERMOSA STREET CROSS SECTION 9. The Contractor shall familiarize himself with all underground utilities, pipes and structures, and shall SEE CROSS SECTIONS (SHEET 3) FOR ADDITIONAL SECTIONS take sole responsibility for the repair/replacement, at no cost to the City, for any damage to said underground utilities, pipes and structures. 10. Contractor shall verify all conditions and dimensions shown on the plans at the site prior to commencement of any work. All discrepancies shall be reported for direction immediately to the City. 11• On the date and at the time of the submittal of the Bidders Proposal the Prime Contractor shall possess any and all contractor licenses, in form and class as required by any and all applicable CONSTRUCTION NOTES Iowa with respect to any and all of the work to be performed under this contract; Including but not LEGEND: » » 1 CONSTRUCT 12" CURB AND 24" GUTTER PER TRANSITIONS PER DETAIL "B" ON THIS 1 4 - imi (WITH SH AND CITY STD 0 , DETAIL A2 12 ted to a Class A License General Engineering Contractor or a combination of Specialty I � ( 9 9 ) P fty C aaa �- PORTLAND CEMENT CONCRETE "C" licenses sufficient to cover all the work to be performedby the Prime Contractor in accordance 2 3 CONSTRUCT VARIABLE THICKNESS AC OVERLAY PER CITY STD. 100-A with the provisions of the Contractors License Low (California Business and Professions Code, Section CONSTRUCT CATCHBASIN WITH PROTECTION BARS AND LOCAL DEP. CASE "D" PER CITY S'ID'S 300, 304, 305, 307, dr 325 WIDTH , » 4 CAB 7000 et. an _ - seq.) d rules and regulations adopted pursuant thereto. AND NUMBER OF GRATES PER PLAN, V 5.38 , H 4 . GRATES SWILL BE NEENAH FOUNDRY CO. CAT. N0. R 3578. 4 CONSTRUCT P P CC TRANSITION STRUCTURE N0. 1 PER CITY STD. 334 _>°,_,- 4 AC EXISTING SU 5 CONSTRUCT 4 PCC SIDEWALK PER CITY STD. 103 SURVEY MONUMENTATION NI existing survey monuments that will be disturbed by this project shall be referenced and reset by 6 SAWCUT i the City's Construction Surveyor in accordance with Section 8771 of the California Surveyors Act. 7o-- CONSTRUCT 18.5W x 3'-0"H RCB PER LACDPW STD DWG 3053-0/MOD Monuments found by research of available City records and by field survey are shown on the plans 88 CONSTRUCT 4'-6'W x 3'-0"H RCB PER LACDPW STD DWG 3053-0/MOD and described as follows: 9 CONSTRUCT 4' AC OVER 4" CAB PER CITY STD. 100-A 1" I.P. TAGGED LS 3002 1/4» PER TRACT MAP 9440 10 RELOCATE 2" I.P. TAGGED RCE 17788 PER TRACT MAP 14509 11 PAINT STRIPE PER CITY STD. 133 AND AS NOTED ON PLAN. 12 INSTALL TYPE "L" MARKERS (QTY. 2) AND TYPE "N-1" MARKER (QTY. 1) PER CITY STD. DWG. 406 13 COLD PLANE 0.10' 14 REMOVE BASIS OF BEARINGS THE BEARING OF N00'35'54"E FOR HERMOSA AVENUE PER TRACT 9440, WAS USED AS THE BASIS OF BEARINGS FOR THIS PLAN. ABBREVIIATIONS I PT ANGLE POINT INV INVERT AC ASPHALT CONCRETE LAT LATERAL A.P.W.A. AMERICAN PUBLIC WORKS ASSOCIATION Loft LIP OF GUTTER AVE AVENUE LT LEFT CRY BC BEGIN CURVE MED MEDIAN DESCRIPTION OF REVISION DATE BCR BEGIN CURB RETURN M.H. MANHOLE BLVD BOULEVARD M.W.D. METROPOLITAN WATER DISTRICT CITY OF RANCHO CUCAMONGA BM BENCH MARK N'LY NORTHERLY C.B. CATCH BASIN PCC PORTLAND CEMENT CONCRETE CB CURB PRC POINT OF REVERSE CURVE CFS CUBIC FEET PER SECOND PA PROPERTY LINE TITLE SHEET CENTERLINE Q FLOW (CFS) KWD CUCAMONGA COUNTY WATER DISTRICT RC RELATIVE COMPACTION CMP CORRUGATED METAL PIPE RTRIGHT REINFORCEDCONCRETE PIPE CONC. CONCRETE RTE ROUTE HERMOSA AVENUE D/W DRIVEWAY SBCFCD SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT STREET AND STORM DRAIN IMPROVEMENTS E'LE ELECTRICAL S.C.G. SOUTHERN CALIFORNIA GAS COMPANY EC Y END CURVE S.D. STORM DRAIN ECR END CURB RETURN S LY SOUTHERLY ON THE EAST SIDE OF HERMOSA AVE. 2000 S/O WILSON AVE. EV ELECTRICAL VAULT STA. STATION ST.ST. STA. STREET STATION / QR APPROVED BY: , - l DATE: FG FINAL GRADE ST STREET O J. ` CITY ENGINEER RCE: 24953 FH FIRE HYDRANT S/W SIDEWALK FL FLOWUNE TB TOP OF BERMDE510N y Z FPS FEET PER SECOND TC TOP OF CURB _ �'� < �' =,J+N GRE�uR�� e : .: rd� No. 24953 = FS FINISH SURFACE T.F. TOP OF FOOTING CSB Jew# G GAS LINE T.G. TOP OF GRATE ac GB GRADE BREAK TW TOP OF WALL W ExD 12-31-01 " CITY OF RANCHO CUCAMONGA 10500 CIVIC CENTER DRIVE 49 DRAWN RANCHO CUCAMONGA, CA 91730 SHEE'' GM GAS METER W WATER 0' Clv%V CSB 1 of 3 GTE GENERAL TELEPHONE W'LY WESTERLY WM WATER METER OF CN%-%E GTR. GUTTER CHECKED DRAWING N0. HP HIGH POINT WV WATER VALVE DAM 0 /24100 R.C.E. NO FU No 1732 1 r # ' � BENCHMARK 1 103 E 1781.647 - — - ---;- - 2" BRASS DISK IN CONC. CURB STAMPED 'CITY OF o . - ----- y. � l RANCHO CUCAMONGA BM 10103 AT SOUTHEAST p 1 j i CORNER OF HERMOSA AVENUE AND WILSON AVENUE t ' all: TOLL EE # i I t 4 "�' _ i --- -- Y _ _ _ _ _. __- - -- + AT END OF CURB RETURN 1 800 42Z-413 -----TW6 - I. 4- _ T1N� WOf�l4�P�--�3Alt'� $EI�Of�E ,YOB-; -�— _—_-.f--�c _ _ -#--------#- -T- ------- ------- ---- -_._+____i------1_____�._.- --- , I _ _ 1 $669 CL PROFILE L _ f +/ t j t it , _ - _ _ _. lox1. _�'n% , - � TRACT 45% P956 T(; # i r i + - ; ! j l I• ' I i # i ` 1 1 i ! i i I I SH.. 1? �RB i i f t } a 1 - { _ # 8 - ART-.> _/ti(�1D I CU •t I EPDXY 5• TO HEADWALL, -SAWCU�-A 0- - xqe ---r OF : N -COVE* M . _ - S t HEADWALL APPROX. 1 TO I t i i ) ALL, TO REMOVED 1 -- � - _ - - .�• lu + /gyp t 1 , - RTS'. ' Q '. ' - - - IF _._ ' cMP .tQn_ Z)_1 # t # I , _ �► i — T , --f--- # - r - — — - _ — f - - ' + - x OI - -- _ I— --- _ _ _ _ _ t x 1 __ _ _ f _ f _ "41 j ---t # _ _" N $ARS tAl io ; SCALE: 1"=4' SCALE: 1 � t I STRUCTURE fi t _ A HORIZ. SCALE: 1 =20 - - VERT. SCALE: 1 "=2' it 9+00 30+00 31+00 COCA STREET COCA STREET 28+63.45 HERMOSA AVENUE z w fJ + •� \ o SAWCUT AND BREAK INTO FLOOR OF THE EXISTING INLET N a STRUCTURE, BEND EXISTING REINFORCING STEEL (#5 O 18"O.C) TO m z Q — — — — PROJECT INTO THE PROPOSED TRANSITION STRUCTURE A MINIMUM = — — — / OF 24" WITH 2" OF CONCRETE COVER OVER STEEL. ALSO, INSTALL m #5 TIEBARS WITH EPDXY GROUT INTO THE SIDEWALLS AND CEILING r-� x a 4" SOLID DOUBLE YELLOW W OF THE EXISTING HEADWALL AT 18" SPACING. ALSO REFERENCE + m CATCH 11 11 �o Jw o = z CENTER LINE z 0 SECTION "A-A" BASIN WHITE LINE o c� o - - - Q v— _.- -. . o _._ - --- - — - ._ -� - -- -- — GAS LINE TO U Z W 0 o z- ,n w o -- - - _. _.. _ _._ - _ REMOVE PCC BE RELOCATED w w m W W W W W GASWINE � N W WFEAC W W W W WING WALL 8 o 0 o o BY SC-AS C' BY SCGAS TO BLEND TO — TRASH RACK AND a o a a 13 2 o w EXISTING C-4 �- w —`r y V) CHAIN LINK FENCE(k 4 6 l 0 woo cn a � J u -- 2 � � � // c AND POSTS SMH N00'35 54 E ___ _— ___ ____ -----_-__ N a — 4 NOO.35'54 E 29+00 0 1 9 30+0o sTRAI IN WEEN 31+ 00 HERMOSA AVENUE � Ln _ ��o y�, a'b• ¢,� fa, yah /b. O���, 04 /o m `f�' rv�`- - ;� 4� - - • i ! CONSTRUCT MONOLITHIC CATCH BASIN - - - - - - - - - - - - - - - = t_- - - - - - - - - - - / a 05zw CONNECTION TO EXISTING HEADWALL PER CITY STD. 308. / w 1 — — — — 221 GURB RAND \ - < _ E - - « _ - - - - - - - - - - - - /</ / - %/ #5 TIEBARS 24-LG. (5 PLCS.) 16" O.C. ON - -- E PP / 1.08' RADIUS CENTERED ON IPE - c ; . R - ` - - c CENTERLINE, EMBED 5" INTO EXISTING WING Ln J 2 °f ��-.E_ =7 Q-_--- ---- --_ -_-__--__�-- -- - ------------- 166146' �6j WALL AND EPDXY IN PLACE r -- - 4T �, + + ---------------------�' INV. FL 1 ° \ SAWCUT - z A rn o \ STA: 7 CURB TRANSITION c� / N N '`� 5 1 ` \ - V. Ft. w Q; 7 a N TRACT 1409 TRANSITION STRUCTUR ` < �_REMOVE PCC DETAIL "B" m N 5 ^o v a v~i :r 0 1 2 WING WALL _ IMPROVEMENTS Z _ � II H w — w — H SCALE: 1 10� Z D O LO 04 F= ' I F ,,- H- J N I� V) : O 0 x Q O _ m " L J X W 1 � � s CURB rn rn w �J � 3 3 0 / r? rn � N w N w % a z z r PROTECT IN PLACE cn _ _ v z 3 a `� vi I b r P a a - CC WING WALL CN 5 _ , ` 4 cn oo v, � 1 z ,0 a o z i ° REMOVE HEADWALL AND PORTION ~ a Cu •� S,\�, a �n OF EAST SIDEWALL TO REMAIN IN V �C' B w w ACITY A Q/ _ PLACE, SEE DETAIL "A") / . PROTECT IN �q TV DETAIIL Ate• co n a w o _ _. PLACE PCC HEADWALL (TOP w_ N0. DESCRIPTION OF REVISION DATE ' C� Q � �w W< omoz / PORTION TO BE REMOVED) SCALE' 1 4 3 CITY OF RANCHO CUCAMONGA TOP 5 `�" .,. 0 F I WA K 0 SDE L CONSTRUCTION NOTES TOP OF SIDEWALK w w w 1 CONSTRUCT 12 CURB AND 4 - 2 GUTTER PER TRANSITIONS PER DETAIL 'B ON THIS AND CITY STD 104 DETAIL A2 12 PLAN AND PROFILE SAWCUT EXISTING AT A /K F (VvITH SHEET) LE E S GBC 0 SIDEWALK AT A 45' ANGLE TO TRANSITION 22 - CONSTRUCT VARIABLE THICKNESS AC OVERLAY PER CITY STD. 100-A FROM s" To o" 3a-- CONSTRUCT CATCHBASIN WITH PROTECTION BARS AND LOCAL DEP. CASE "D" PER CITY STD'S 300, 304, 305, 306/MOD, 307, & HERMOSA A -- -- ----- -- 325 WIDTH AND NUMBER OF GRATES PER PLAN, V=5.38', H s 4". GRATES SHALL BE NEENAH FOUNDRY CO. CAT. NO. R-3578. VIEW A—A m 4 CONSTRUCT PCC TRANSITION STRUCTURE No. 1 PER CITY STD. 334 STREET AND STORM DRAIN IMPROVEMENTS N.T.S. �, NOTE: ON THE EAST SIDE OF HERMOSA AVE. Z CONTRACTOR SHALL COORDINATE HIS WORK AND PROVIDE 3 CONSECUTIVE 5 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. 103 VE. 2000 S 0 WILSON AVE. o WORKING DAYS OF CLEAR ACCESS TO SCGAS TO RELOCATE THEIR GAS LEGEND. LJ 6 SAWCUT aOFESS/ m UNE. CONTRACTOR SWILL CONTACT HANK DELG HEI WOR AND THE 7� CONSTRUCT 18.5W x 3'-0"H RCB PER LACDPW STD DWG 3053-0/MOD y PORTLAND CEMENT CONCRETE io P �� �• �� APPROVED BY: DATE: TWO WEEKS PRIOR FOR SCGAS TO SCHEDULE THEIR WORK AND THE �— / �`�' CITY ENGINEER ' RCE: 24953 WORK SHALL BE PERFORMED AFTER PAVEMENT REMOVALS AND PRIOR TO 88 CONSTRUCT 4'-6"W x 3'-0"H RCB PER LACDPW STD DWG 3053-0/MOD ��,s�, THE PLACEMENT OF CRUSHED AGGREGATE BASE. 99 CONSTRUCT 4" AC OVER 4" CAB PER CITY STD. 100-A D 4" CAB h / [ Bi wpm 10 RELOCATE , No. 24953 o `�" "�-`_`R`- ` 4" AC Exp t 2-31-01 "' CITY OF RANCHO CUCAMONGA 11 PAINT STRIPE PER CITY STD. 133 AND AS NOTED ON PLAN. * ! CSB 10500 CIVIC CENTER DRIVE 12 INSTALL TYPE 'L' MARKERS (OTY. 2) AND TYPE "N-1' MARKER (OTY. 1) PER CITY STD. M. 406 1"=20' Z�A VARIABLE DEPTH AC OVERLAY , CIVIL RANCHO CUCAMONGA, CA g��3o O-- OF C►►�-�F CSB 2 of 3 13, COLD PLANE 0.10 14 REMOVE ® COLD PLANE 0.10' CHECKV o��c No. � �'�' N0 DTE 05/24/00 FILE NO 21M 1732 4" AC OVER 4" CAB B' I 6.5' PROP. 4" PCC SIDEWALK BENCHMARK 10103 ELEV: 1781.647 R 2" BRASS DISK IN CONC. CURB STAMPED "CITY OF 1671.60 --- -_- - -- �_ _ o,� _ s so __ �__- ____ _ __ _ _. o r __------ -- -- - - -�---- 1671.60 RANCHO CUCAMONGA BM 10103 AT SOUTHEAST 1671.20 _._ __ -. -_..� - --_- ._ _ ,� .� _.._ ___ ._._._-_-_ - _.--___.____._ ___- __. . ......____..-------- 1671.20 CORNER OF HERMOSA AVENUE AND WILSON AVENUE 1670.80 1670.80 AT END OF CURB RETURN 1670.40 - - 2 t ) - -- - - ��o-°'' _ - - - » 1670.40 R/W - (Y2 t __ _ __ _ _ _ ___ _- 1678.00 1678.00 1670.00 _ - _ .. _ - - . - _._ -. 4� _._ _ __. _ --._. 1670 00 _ _.. __. _ _.___.. _ - __. _. _ ...._.__ 1677.60 _ .____ . 1677.60 __.____. -_-_____ _ ___ -_.__._ _. ._ _ . _ __- ___ ._ ___. _-__.___ ___--_.- _.__ _.___-_._-_ __,__..__.__ . 9 _ ____. _ __.._ _ __T __._ ___._ -_ - _ 1669.60 2.cs (D•9 } 1669.60 _- - ____.____..____ _..__-_ -----_-- ---.--___._- --__-_ 1677.20 ---- 1677.20 1669.20 S 1669.20 - - - 1676.80 4�' ��O - - 1676.80 1668.80 __ _____ - ___ 1668.80 -__ ��_ 1676.40 _ 1676.40 M ___. ._-..-.. ._.....-__. _._.. -_..____..___.. __. ___ .__.- _ ------ �- 1668.40 3- �S tf4E . $ _-_ _- _ _-____ ____ --.__._.__- -_____ -- _ 1668.40 _.__ _ - 307 --- �' _______ _-_-_ _ _ AIEQ_B�L __.- _._ -- -_ -.______ ___.._-_. _______.._ __._._ ..._ --_-- 1676.00 1676.00 1668.00 PTH - •, 1668.00 (< Vol - - - ___ -..DE U NOWN __ _ - _ - __ _ - _. 1675.601675.60 1 7 66 .601667.601667.20 ____.. _.... ___.. _.___ __.._.__ 1675.20 ___._._.-_ ____. ._ ___.__--.-.___._-.___ _ .__.-. __- ._-._ -_-_- _. __.__._ _ _ _ 1675.20 __. .......... ..... ..... __ _ - ___ __. ._..-_ 1667.20 - - 1674.80 - - - _ - 1666.80 __ ___. - __. -_ .__ ___ . __._- -____. __ _ _ - --__.--_ - 1674.80 J 1674.40 __-_ ---_ __._ _-----_.._-- _ ---- ---- _.__ .___ - _-_ -- --- _ _ __ __ __ ___ .--_ __- 1674.40 1666.40 1666.40 _- _- _ _ _--_- -30 -20 -10 0 10 0 30 40 50 60 70 80 90 100 -30 -20 -10 0 10 20 30 40 29+77 PROP. CATCHBASIN 31 +00 4" AC OVER 4" CAB 8' PROP. 4" PCC SIDEWALK _-__---_______- _-----_- -___ - __-__..____-.- R/W 1671.60 --- -- _ __._____.__ _____ --- -_-_ _______________-___________._____ .__-__.._-_________ _________.---___- 1671.60 -_ __._.__---.-_-----_-.-.- _- .__.._._... ._._._. ._,..__._ ___._____.__ ______ ._.._._ ._-_.. _._._ ._.. __.. __..___ .______._._._-__._-- 1676.40 ._... ._ __ .___ - _.. ._. _..._ . __... _- ._ __._ __ ___ -_ ._ __._ . .. _-_ . . -_ _--- . _ ___ ___-._ ._ __ _._.._._.. 1676.40 -- _--- -.. -- _ _._._.- _. --- -- ---- - _ - - - - -- -- -- ---- - - -- -- - -- - -- ---- -- - ._ _ .-. -------- _ -- - 1671.20 1 * e�„ 1671.20 1676.00 _ - -- - _ - 1676.00 1670.80 -__ __.- _ _____ .� ------- __ __ 61 ��, �+t+� . .-_____ _____ ____ -- - __ _-_-._ __._________. _-_ 1670.80 _ _- - - - 1675.60 __ -.._ _ _ _ __ __ __ . ---_._. �g - _ _ 471? -,_. _ _ _--_.-_ 1675.60 _._.__ _ 2'1'1•} __ _--....-_._.-__... _ ---_...-. _... _. ____ _..__ __. .._.___ __.__.__... _._ _ _.__ _ 1670.40 (a A $.1 _ 1670.40 _ _ _ ._____.-_ - b 1675.20 -..________.__ _. _.._(g,g�7.)_. - ___. .- _.._-_ _. so ___ ._ _- __.- _-_..-- 1670.00 - _ - {-3 1675.20 ,� r 1674.80 4.80 1670 00 167 1 _ _ _.__. _ _ . _ ---._--- -- _ _____.. _- - _ _-_--_-- _.__-_ _._.__.__-___ - .-_-_-_ -....__ .___. ._ ___-_.-_____-_ _.-. -._-______ .. .- 669.60 1669.60 �! r,- y►.� .YS ft (@. 70) 1674.40 _ -.._ __ . _ _. . 8s� _ 5 _ _. _ .. __ 1674.40 1669.20 - .__. ___ ---- ,..., _ _ _ - - - - --- -- - _- - - - - -- -__ _-.. .__- ___ _ .- ----- - --- __ __ -_ ---- --.---- _ __ _ _ 1669.20 1674.00 1674.00 1 __.--_.- __._..-___- _ _ _ -_..- -- -._.._.. 668.80 SAW T __ __.. __ __.._ _ __ __ _ J _ _ _ -.. _. _.._._.. _.. _-_. 1668.80 -_._ _ ._ _ r' _ _ __ _ ___-__ _ _._-__ . _._.__. _ ___-__.- ._. -__ __. _- __..___._-_..-_. 1673.60 1673.60 1668.40 1668.40 __.-___- - --------_-_._._-._ •� 1673.20 __._-__--__-..-__..._ _.__.______--__-- --___.____ ______- -_ __.-. -._._ ___ ._ _._____.-___-_ ____-__ __..__-___ _ _- _ _. _.._ ___ 1673.20 1668.00 1668.00 1667.60 1667.60 0 20 0 0 10 20 30 40 1667.20 _.___ ._ .__._ ... __--_.-- _._-..-_- .- __ . __-----.--_-._- __._ ._ . ------- _ _.. _. _. . ._ ._.. -_ _ __ ___ __.__-_.._.- __. _-_ _.__.-._. 1667.20 30+75 1666.80 _ _ . _.. 3" GAS LINE O 8E _.. - -. - _ _ 1666.80 _ 1666.40 - - - - -- _.. ELoCA�b.BY GAS Pf?OR: $ - - .. 1666.40 - - - - DEPTH U NOWN - 1666.00 1666.00 -30 -20 -10 0 10 0 30 40 50 60 70 80 90 100 29+75 AC OVERLAY, FEATHER TO BLEND AND MATCH UP WITH EXISTING 4" AC OVER 4" CAB R/W 10' 1675.20 _._._._ ___.- _- __.___- __ -,__. .__ _ __- 1675.20 1674.80 _ _ _ _ 1674.80 1670.40 --- __.__._ _-_--_ _ SAW+'U 1- - _ __.__ ._ __ _ ._ __-_- _ __ ._ _-__.-__-- 1670.40 1674.40 - - - ._- --.-_ _._ _ _ �y� _ ._._ ._. `t ._ _ .__ _. _�_ _ �.,�. __ _ - 1674.40 1670.00 1670.00 1674.00 s� 1674.00 1669.60 _ _ _ 6�` -_ _- 1669.60 1673.60 �\ . __ . _-_ _ __ __ }___-- 1673.60 1669.20 _ ._ _ -_- .___-.__ -_ ._ __ �� _._. ____. ._._ 1669.20 1673.20 - .____ _-- .- _ ,� _..._ _._____. 1673.20 1668.80 _ - _ . 1668.80 1672.80 __. _ _ _ __ _ _._ _ _._ __ _. ____ - __ __ _ _ _. 1672.80 1668.40 _ ___ _ _ ° _. _ . . . - 1668.40 1672.40 -_ _. . -_ _- _.__ _ _ __ - - 1672.40 _.. _.. 1666.00 668.00 1672.D 672.00 - 1 0 1 -30 -20 -10 0 10 30 40 50 -30 -20 -10 0 10 20 30 40 20 PROP. 4" PCC SIDEWALK 30+50 29+50 3" GAS LINE DEPTH PROP. CURB AND 24" GUTTER UNKNOWN (10-1/8" CF AT THIS STATION ON A PROPOSED FS PAVING [TRACT 14509 PROP. IMPROVEMENTS] TRANSITION OF 8"-12") VARIABLE DEPTH AC OVERLAY 18' PROP. 4" PCC SIDEWALK 10' 1674.00 COLDPLANE IRW 1674.00 - 0.10' _ R/W 1673.60 '< 1673.60 1668.80 --__ ___ ____ ___ _ _______ ____ ___ - _ -_- _ __. __ ___ -- ___ _-- -_ __ __- ___ __ 1668.80 1673.20 - ___ ___ _ - _ _ - ___ ___ ___ �'� _-_ -__ - __ __ ___ ,� �, -- -- 1673.20 1668.40 . _ -,- .drag 1668.40 1672.80 -2.4g9d] �ti _. 1672.80 1668.00 6 1668.00 1672.40 _. _ __ f #,# 1672.40 1667.60 2.75%) -1�;) ].fO 1667.60 1672.00 - -- z - - _ 1672.00 ''' .3: 1671.60 1667.20 - .__ _ _ _ - - -- ---•. � - - _ __ - - _ 1667.20 1671.60 _ _ _- _ _ _ __ _ -._ .:u- 1666.80 _ _ - - i __ 1666.80 1671.20 - -- 1671.20 _- L.., _ - - - - - 1666.40 .._- _ . -_. _ . _ -- ..__. _ A _ _ .--. _ 1666.40 1670.80 _.- __ SAWCUT _ _. _ _. 1670.80 -30 -20 -10 0 10 20 30 40 -30 -20 -10 0 1 0 30 40 29+25 30+25 3" GAS LINE TO BE RELOCATED BY SCGAS 4" CAB DEPTH UNKNOWN PROP. CATCHBASIN 4" AC OVER 4"CAB PROPOSED FS PAVING [TRACT 14509 PROP. IMPROVEMENTS] PROP. 4" PCC SIDEWALK 8' R/W NO. DESCRIPTION OF REVISION DATE CITY 1673.20 - --___-_------_...__. __.__.__---__.__ _.__-__- --_- -_ __.� - __._�_._ _ _ __-__- ---- -- _---_-.__-._ 1673.20 R/W 1672.80 - - - _ - 1p 5 _ 1672.80CITY OF RANCHO CUCAMONGA 1667.60 _.� - _ __._ _ _ -._� ._�. _ _-_ 1667.60 1672.40 _ _-_- __ _.�S _- _. _. 't 1672.40 1667.20 - - - -.__ _-._ _._ - -- . -- _ -__ ___. _._ _- - . ._ _ _ _ _ _ _ _ 1667.20 1672.00 1672.00 1666.80 _ _ .. -�- __ __ 1666.80 1671.60 . _ -4. 3 �T� - q�` _ \_._..___ 1671.60 CROSS SECTIONS 1666.40 1666.40 1671.20 _ __. __ __..._.._ 1f.067C. _ 1671.20 HERMOSA AVENUE �,�} { 1.01 : -- I _. 1666.00 - - 1666.00 1670.80 - - 2� - 1670.80 �� PROP. ATCHSASfN _ SAOCUT 1665.60 - 1665.60 1670.40 __ _ : � - -Z - 1670.40 1665.20 _ _ _ -.. ._ _ -_ _ _-- -_-_ ___ ._ __-- _ -- - _ __._ ___ _ __ _ _ _ _ _ ._ _ -_ 1665.20 1670.00 - 1670.00 STREET AND STORM DRAIN IMPROVEMENTS __. _ _ _ _ _ _ ON THE EAST SIDE OF HERMOSA AVE 2000' S/0 WILSON AVE -30 -20 -10 0 10 20 30 40 -30 -20 -10 0 10 0 30 40 50 29+00 30+00 SCALE VERT: '1"-2' o oFEss, . HORIZ• 1"=10' Pa LEGEND: ���'/��,�� J tiE c^i CITY ENGINEER APPROVED BY: RCE: 24953/ y PORTLAND CEMENT CONCRETE a L`pE�Qkei 3" GAS LINE TO BE No. 24953 m D61GN ^ - � RELOCATED BY SCGAS " Exp. 12-31-01 CSB CITY OF RANCHO CUCAMONGA ly DEPTH UNKNOWN 4 CAB ♦t * 10500 CIVIC CENTER DRIVE r7" AC �, C10.. �e DRAWN RANCHO CUCAMONGA, CA 91730 SHEET of c�,�\11 CSB 3 of 3 CHECKM N,c,F, NO aMWM NO. ayE 05/24/00 � No �� 1732