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HomeMy WebLinkAbout2301 BENCHMARK: NO.: 10094 DESCRIPTION: FOUND Y BRASS DISK IN CONCRETE CURB STAMPED "CITY OF RANCHO CUCAMONGA BM 10093 1987' AT SOUTHEAST CORNER OF BANYAN AVENUE AND CITY OF RANC110 CUCAMONGA HELLMAN AVENUE. AT END OF CURB RETURN. ELEVATION: 1671.480 HELLM N " EN E P"EMENT REH ILITATION N TREET IMPROVEMENTI CONSTRUCTION NOTES: STREET TO HILLSIDE ROAD ,FROM 19TH L NOTES BLE COLD PLANE FROM 0 TO 0.12 . GENERA O- VARIABLE 1. All work shall conform to the City of Rancho Cucamonga Standard Drqwings and the Standard Specifications for Public (NOTE: AFTER COLD PLANE, ROUTE AND CRACK SEAL Works Construction, Green Book), 2003 Edition and including the 2004 and 2005 supplement. RANCHO CUCAMONGA VISIBLE CRACKS 1/4" OR LARGER PRIOR TO OVERLAY) ( 20-- 0.12' ARHM OVERLAY. (NOTE: AFTER COLD PLANE, ROUTE 2. Public and Private utilities and substructures shown hereon are from available records. The Contractor shall be responsible for protecting all utilities and substructures as shown within the construction limits of this project and shall AND CRACK SEAL VISIBLE CRACK 1/4" OR LARGER PRIOR TO OVERLAY) be responsible for any damage as a result of the construction operations. 3 REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS 3• The Contractor shall notify Underground Service Alert 1 -800-422-4133 and the following utilities two working days prior __ SEE STRIPING PLAN ON SHEET 7 THRU 9. to construction or regarding any problems. ROJRCT SITIt� g 4�-- ADJUST TO GRADE (MH, WATER VALVES, GAS VALVES, METERS ❑ HILLSI E DAND OTHER APPURTENANCE.) Southern California Edison Co. (909) 357-6221 Southern California Gas Co. (909) 335-3919 ❑ I AVE 24TH sr �, 50-- FULL DEPTH COLD PLANE 0.17' rn Verizon Communication (760) 245-0330 :BAWE Q SUMMIT A O- CONSTRUCT 0.17' ASPHALT CONCRETE PAVEMENT Cucamonga Valley Water District (909) 483-7313 �� a AS SHOWN ON SECTION "A" (APPROXIMATE LOCATION, FIELD LOCATE). 43-5171 0 Q HIGH D A 30 a JOIN EXISTING ( SEE JOINT DETAIL ON SHEET 1) Charter Communication (951) 3 O-- Metropolitan Water District (213) 217-7807 19TM T 30 J 7 a � s� Z � m a 8i�- REMOVE EXIST. A.C. AND NATIVE 6.5" THICK AND COMPACT TO 909 OR BETTER. Note: Notify Steve Bradley of WSOG ® (909)392-6137, at least two working days prior to starting any work In the Vicinity of MWD facilities. UPLAND B LINE D Y VICTORI PARK N � � � a � 9a-- CONSTRUCT 2.5" A.C. PAVEMENT OVER 4" CRUSHED AGGREGATE BASE. 4. The contractor shall notify the City of Rancho Cucamonga Police Department, The City of Rancho Cucamonga Fire HUR ST ERRA Is W 10 CONSTRUCT 8" CURB & GUTTER PER CITY STD. NO. 104. Department and any affected school district, 72 hours prior to construction indicating any detour and/or road closures. o, a �y 11 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. N0. 103. For inspection of this project, the Contractor shall contact the Public Works Section at (909) 477-2740, Monday - FO ILL BLVD n 00❑�III . 5. p P 1 Thursday, and at least two working days prior to the construction start date. W 10500 C cEr1rE DR. 6 12 CONSTRUCT DRIVE APPROACH PER CITY STD. N0. 101. Q RROW Q 6. A permit shall be obtained from the City of Rancho Cucamonga prior to any construction or encroachment within any DUD 1: > ' ROU 13 REMOVE EXIST, A.C. BERM, MOW CURB, SIGNS & TREES, ETC. City of Rancho Cucamonga easement or rights-of-way. a Q o)i...... Q Q BNs RR urin the construction operations at least one 12' lane in each direction shall be provided for each direction of travel 14 RELOCATE EXISTING MAIL BOX. MiMill 7. During P on all streets at all times. The traffic lanes shall be maintained on pavement and shall remain unobstructed. Q = 6TH ST 15 REMOVE & REPLACE 20' L.F. OF EXIST C&G PER CITY STD. NO. 104. 8. The Contractor shall familiarize himself with all underground utilities, pipes and structures, and shall take sole II = N FONTANA 16 PROTECT IN PLACE cost to the Cit for an damage to said underground utilities, pipes and 4TH ST _ responsibility for the repair/replacement, at no y, y 9 17 RELOCATE POWER POLE AND GUY WIRE (BY VERIZON) structures. ONTARIOMAP RELOCATE SIGNS. 9. Contractor shall verify all conditions and dimensions shown on the plans at the site prior to commencement of any work. WT TO 18 All discrepancies shall be reported for direction immediately to the City. 19 REMOVE PILASTER & WOOD FENCE. SEE SHEET 4. 10. On the date and at the time of the submittal of the Bidder's Proposal the Prime Contractor shall possess any and all contractor licenses, in form and class as required by any and all applicable laws with respect to any and all of the work PER PLAN PER PLAN RELOCATE MONUMENT PLAQUE. SEE SHEET 4. ©0 --- to be performed under this contract; Including but not limited to a Class "A" License (General Engineering Contractor) or 1.5' PER PLAN PER PLAN 1.5' " (Earthwork and Paving Contractor sufficient to cover all the work to be performed b p 21 REMOVE ALL INTERFERING IRRIGATION LINES, SPRINKLER HEADS AND INSTALL NEW a Specialty Class C-12 license (Earthw g ) P y ?, 6, �-� p X2.0 6' Q��y IRRIGATION LINES, SPRINKLER HEADS, VALVES & ADD STATION AS NEEDED. the Prime Contractor in accordance with the provisions of the Contractors License Law (California Business and •�2, �. 2 C'p� CONNECT PARKWAY IRRIGATION LINES TO HOMEOWNERS EXIST IRRIGATION. COMPLETE IN PLACE. Professions Code, Section 7000 et. seq.) and rules and regulations adopted pursuant thereto. ���A� o W o Q�� ,��,� jO �Y 1 0 01�. o 22 PLANT 24 GAL CRAPE MYRTLE, PLUMB TREES AND 1 & 5 GAL GROUND COVERS. EXISTING SURVEY MONUMENTATION �9y NFU.J 1 o�ti o� 1 1 o• WX TO 16 'NF � o• All existingsurvey monuments that will be disturbed by this project shall be referenced and - w ii � W a _ 23 RELOCATE PALM TREES PER HOMEOWNERS CHOICE LOCATION. COMPLETE IN PLACE. Y °7- - reset by the City Construction Surveyor in accordance with Section 8771 of the California _ - °ooa° - 24 CONSTRUCT UNDER SIDEWALK DRAIN PER CITY STD. NO. 107-A Surveyors Act. Found monuments are shown on the plans and described as follows: - - _ °o CONSTRUCT MOW CURB. (FOUND) SEE PLANS ROUTE AND CRACK SEAL VISIBLE CRACKS 1/4- OR °° 26 PLANT 24" GALLON PLUMB TREE MATCH EXISTING. 10-FD. 1" I.P. PK. (L.S. 4430) LOCATED AT STATION 16+96.25 08-FD. 1" I.P. NO TAG AT STATION 47+03.21 FOR LOCATION 5 6 LARGER PRIOR TO OVERLAY (TYP.) AFTER COLD PLANE. 0-17D. 1" I.P. (L.S. 4430) LOCATED AT STATION 20+26.28 19 SET NL & TIN BY CITY SURVEYOR AT STATION 49+92.06 CRACK SEAL ELEVATION SHALL BE 1/8- BELOW EXISTING FINISHED SURFACE. 30-FD. 1" I.P. (L.S. 4430) LOCATED AT STATION 20+59.2720-0 - FD. 1" I.P. RCE 17788 AT STATION 60+75.05 H E L LNt A N. ..A.VE N u E,; TYPICAL CROSS SECTI0N ®-FD. 1" I.P. (L.S. 4430) LOCATED AT STATION 20+63.27 21 FD. 1" I.P. NO TAG AT STATION 61+96.22 NTS STRIPING NOTES (SEE SHEETS 7 THRu 9) 50--FD. NAIL & WSHR. (RCE 13669) LOCATED AT STA. 22+59.892©- FD. 1" I.P. RCE 17788 AT STATION 62+10.13 IF R2 6 FD. 1.5" I.P. MWD TAG LOCATED AT STATION 23+14.62 2�- BOLT SPK & WSHR. LS 3879 AT STATION 64+06.30 PROPOSED FINISHED REPAINT MPH LEGEND 5) SIGN AND ST EXISTING � c&c 70-FD. NAIL DN. 1.5" LOCATED AT STATION 24+15.19 2[]- FD. I" I.P. RCE 17788 AT STATION 67+35.27 SURFACE 6' COLD PLANE 2 7 LEGEND, SYMBOL, LIMIT LINE AND CROSSWALK SHALL BE THERMOPLASTIC. ®-FD. 1" I.P. NO TAG LOCATED AT STATION 24+92.56 [2�5-- SET NL & TIN BY CITY SURVEYOR AT STATION 73+86.81 0.12' COLD PLANE 25' 9❑-FD. 1" I.P. L.S. 3002 LOCATED AT STATION 30+23.45 2�- SET NL & TIN BY CITY SURVEYOR AT STATION 82+28.56 ____ VARIABLE COLD PLANE w�> FROM 0' TO 0.12' DEEP � 0 SET NL & TIN BY CITY SURVEYOR AT STATION 31+84.21 2 SET NL & TIN BY CITY SURVEYOR AT STATION 86+46.13 _ Gin) Q� 07- EXISTING AC 0.12 ARHM 101 - SET NL & TIN BY CITY SURVEYOR AT STATION 35+19.98 2 SET NL & TIN BY CITY SURVEYOR AT STATION 13+91.37 SURFACE o N Q� PROPOSED FINISHED �oFEssio �- �o ,�; O� Go�PQ`Z' 2 SURFACE �0 Q P ST S 2 FD. 1" I.P. W. NAIL LOCATED AT STATION 36+44.90COLD PLANE SURFACE EXIST A.C. SURFACE 29 SET NL & TIN BY CITY SURVEYOR AT STATION 15+72.46 103- SET NL & TIN BY CITY SURVEYOR AT STATION 38+42.25 SECTION X-X Nm.¢�. 0�,�1. No. 53672 a rn 04- FD. 1" I.P. NO TAG LOCATED AT STATION 40+65.78 EXISTING AC o' W Exp. 06-30-13 N.T.S. 5 FD. 1" I.P. NO TAG LOCATED AT STATION 43+49.70 AREAS WHERE CURB & GUTTER ONLY) - - civ f,% �! _�000 °000 oc -a o CF CA1.�� ©6- FD. PK NAIL LOCATED AT STATION 45+44.82 �°°°°°° ohooo°o'po cp' !90�9°?- 00 107- FD. 1" I.P. W/ PLASTIC PLUG LS 3002 AT STATION 46+00.19 REMOVE DUAL AC LEFT BY COLD PLANET OPERATION 0 PROVIDE JOINT DETAIL NTS C" STRIPING GENERAL NOTES PULL DEPTH BUTT JOINT FOR OVERLAY. DESCRIPTION OF REVISION DATE APPROVM. 1. All details and dimensions for traffic striping and markings and the installation thereof shall conform to Caltrans, Standard Specifications, Traffic Manual, Maintenance Manual and Standard Plans and City STRIPING GENERAL NOTES CONT. COLD PLANE SURFACE PROPOSED FINISHED 0.12' ARHM OVERLAY CITY OF RANCHO CUCAMONGA Standard plan no. 133, unless otherwise approved or directed by the City Engineer. SURFACE VARIES WIDTH 2. Procedures for painting of striping and pavement markings and installation of pavements markers shall H. Under no conditions shall a roadway be left over night, weekends or holidays without appropriate striping PER PLAN 0.17' COLD PLANE ' s to the satisfaction of the City Engineer. 0.17' A.C. PAVEMENT TITLE SHEET conform to the Standard Specifications for Public Works Construction and the following provisions. and markings A. All pavement markings shall conform to the city maintenance stencils, (S.A.E) unless otherwise noted. -�- HELLMAN AVENUE PAVEMENT REHABILITATION B. All conflictingtraffic striping and pavement markings shall be removed by WET SANDBLASTING. I. All traffic striping and pavement markings shall be installed with all appropriate permits and traffic control measures, in accordance with the city and state standards. Temporary C. Sufficient control points and spotting removed during sandblasting shall be replaced prior to installation J. Tem or construction striping and markings shall be in accordance with the city and state standards and - - - - - AND STREET IMPROVEMENTS of striping and markings. P as directed bP g y the City Engineer. FROM 19TH STREET TO HILLSIDE ROAD D. All control points and spotting removed during sandblasting shall be replaced prior to installation of g P y SECTION "A" NTS DATE: striping and markings. 3. Street Name Signs shall be installed per Cit Standard Plan No. 401-A. 8 z3 a�>P­AVEMEN APPROVED BY:ottin shall be ins ected and a roved b the City Traffic Engineer prior to 4. Traffic Signs shall be installed per City Standard Plan No. 401-B. T REPLACEMENT DETAIL CITY ENGINEER RCE: 53672 E. All control points and spotting p PP Y NOTE: LEGEND, SYMBOL, LIMIT LINE AND CROSSWALK SHALL BE THERMOPLASTIC. DESIGN PLAN PREPARED BY: RECO END installation of new or replacement striping and markings. ED LEGEND: MVA CITY OF RANCHO CUCAMONGA P F. All striping and pavement markings installed on new road surfaces shall be approved low VOC type, 15 mil thick (wet). Installation shall be in two coats with the second a minimum of two weeks after the 0.12' COLD PLANE & .012DRAWN 10500 CIVIC CENTER s ' ARHM OVERLAY. RANCHO CUCAMONGA, CA 91730 first, unless otherwise noted. MVA of 9 g. All thermoplastic striping and pavement markings shall be installed in one coat and be 10 mil thick (dry), 0.17' COLD PLANE, SEE DETAIL HEREON. CHECKED otherwise noted. E ) DRAWING N0. unless oth SECTION "A" - 0.17' COLD PLANE DETAIL RD2 2301 19TH STREET GARDEN STREET HIGHLAND AVE � I 1 ��sz)MH rl /Z\ G 4 44 � 5 P0 x I d �06 CQ 04 =,"k—- 17 .. .... W 111) zl-roo: 18+00 19+00 20+ 11 i i V) U-r 4 E JOR 1 0 10 yyyy4yy IZ 1,6 V lz le' v x-, TALL� C DETAI i I "C-4 b C-4 L4 c _:::�w __ _lff _R_w_ Olt; T I SLOP ---------- cn U) U) `; \ / - i \', L8 CF\) C, Ul E HELLMAN AVENUE SCALE: 1"=40' ALTA LOMA ST 1 I SII - ( ill, ; !; m CTS CT) \C) ,''� I \' 6 CF\) CFI) M Ck) 5 CF) k J_ Ul lk 4� �,D co 04 Q F�) 6 6-) R) FO CAD 4 i V_ CD - I C-D CD x C:) CD CD 4 4 4 c) 4 04 Z: > 00 :41 zli 7V--c 7 •- 3! f ----------- -------- 0- ---------- ki L 04 32+00 33+00 31+00 OOb C14 _j jy - -- "1----�=- -- �—— — I---- --- —�- w ---I---- - — - Lam,- _ \;j -\ --\—E, _4 XF CF\) W n6 CT\) a ) m CF) rol 0 J�l Ul '\D 0 HELILFAAM ALTA LOMA DR AVENUE ORANGE STREET CONSTRUCTION NOTES: VARIABLE COLD PLANE FROM 0' TO 0.12'. (NOTE: AFTER COLD PLANE, ROUTE AND CRACK SEAL OR LARGER PRIOR TO VISIBLE CRACKS 1/4 OVERLAY) 0.12' ARHM OVERLAY. (NOTE: AFTER COLD PLANE, ROUTE 6 AND CRACK SEAL VISIBLE CRACK 1/4- OR LARGER PRIOR TO OVERLAY) (T) 5 ro DJ F M @_ REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS C.-D 4- --1 Ul SEE STRIPING PLAN ON SHEET 7 THRU 9. 4 x ki CD dol 0 (D— ADJUST TO GRADE (MH, WATER VALVES, GAS VALVES, METERS 04 AND OTHER APPURTENANCE.) Q FULL DEPTH COLD PLANE 0.17' 3 4 2 38+00, 37+00 lV 314 00 35+00 39+00 AS SHOWN ON SECTION "A" (APPROXIMATE LOCATION, FIELD LOCATE). CRY DESCRIPTION OF REVISION DATE I I APPROVM. CONSTRUCT 0.17' ASPHALT CONCRETE PAVEMENT 0+00 Q V) JOIN EXISTING SEE JOINT DETAIL ON SHEET 1) C4 CITY OF RANCHO CUCAMONGA PROTECT IN PLACE . 7JE -,cn PLAN T 01 If top HELLMAN AVENUE PAVEMENT REHABILITATION 2 11 cr) Fil C0 9. AND STREET IMPROVEMENTS X R) FROM 19TH STREET TO HILLSIDE ROAD \. I I APPROVED BY: DATE: qb,,-2 sz// 411 CITY ENGINEER RCE: 53672 PLAN PREPARED BY:LEGEND: OEM LEMON AVENUE APRICOT STREET MVA CITY OF RANCHO CUCAMONGA . AVENUE DRAM 10500 CIVIC CENTER DRIVE WaT 14ELLMAN NUE 0.12' COLD PLANE & .012' ARHM OVERLAY. RANCHO CUCAMONGA, CA 91730 1 MVA 9 0.17' COLD PLANE, SEE DETAIL HEREON. CHECM DROM NO. (SECTION "A" - 0.17' COLD PLANE DETAIL) RQ2 2301 jimn rF BANYAN STREET BANYAN STREET I X CJl CF) _ 6 Tl i t (�) R L X 4 5 - YO CV N . - _.._, CC) m `� i�J - 4 x IQ I o 2t [?pct:.• t ;1_ Lz -- +04- - . . z-:.: _ O rA z• f �.. .� L _T-..... _�`- - - - - — _Lam_ .p W �T . W W 0 h d d r 1 tt CG 7. 1 - _.' N 46+ 0 0 - 1 5 Q N . 43+00 4 4 0 .. 2 , 0 L 0 _ - O O _ 2 3 _ .- cn QN� . NIA - - -- u-- i • r. LiL. t ----- - -------- -- -- _ -�- _ -Z ------ - - - --- - -L-L -�' —-- L 1 I L F II z T 1 17 L L CL 4 t T U r7�, 15� v ; f— �, -� 19 CD 1� �, / o Q f C-) CL CLI 1_ y� 03 I � r ! T l I T HELLMAN AVENUE SCALE: 1„=40' L D) L► � � y 6 L �o X L 6 C-� 0 5 L 4 lv O Q ;a 5 v y [ r ca (Xi N x 1 - --- r7 O � N i�;II `�—— � y � x � —. ._ Fl r —I • N. - - W ti - o o d- cot ; 5 5+ 00 56 +00 5 7+00 O 0 0 ,. O - N 1 2 3 r 2 3 N N 3 oT tl v- r .a T T V r tJ„_I c i1 Xz 2 J 20 '21 2 V L CT) (__11 L Q c:) I T_-;, L �l L Ll Ll CL I I HELLMAN AVENUE GOLDEN STREET CONSTRUCTION NOTES: O— VARIABLE COLD PLANE FROM 0' TO 0.12'. (NOTE: AFTER COLD PLANE, ROUTE AND CRACK SEAL VISIBLE CRACKS 1/4- OR LARGER PRIOR TO OVERLAY) M. Ul 0.12' ARHM OVERLAY. (NOTE: AFTER COLD PLANE, ROUTE AND CRACK SEAL VISIBLE CRACK 1/4” OR LARGER PRIOR TO OVERco co O 0 I L &— SEE STRIPING, PAVEMENT MARKERS AND MARKINGS SEE STRIPING PLAN ON SHEET 7 THR . OD Lo L ADJUST TO GRADE (MH, WATER VALVES, GAS VALVES, METERS 0 APPURTENANCE.) � AND OTHER APP RTE -- X _ `� { - - --- -- - --- - --- --- - �- FULL DEPTH COLD PLANE 0.1 Q ��\ o a - Ql � O O— CONSTRUCT 0.17' ASPHALT CONCRETE PAVEMENTCRY 1 72+OQ AS SHOWN ON SECTION "A" (APPROXIMATE LOCATION, FIELD LOCATE). W N 7Q+QQ 71+QQ W _ 68L0 69+00 .I, DESCRIPTION OF REVISION DATE ; 3 N �— JOIN EXISTING ( SEE JOINT DETAIL ON SHEET 1) O N CITY OF RANCHO CUCAMONGA O N 2 3 1 F ga— PROTECT IN PLACE. r-.. - _ --- - „ WV — PLAN Xr _ ._�- - ------ --- v —L _ UE PAVEMENT REHABILITATION I �, H AVENUE Z 2 AND STREET IMPROVEMENTS `l ,_� FROM 19TH ST TO HILLSIDE ROAD CLl DATE: 8 �. �♦ APPROVED BY: RCE: 53672 CIN ENGINEER LEGEND: DESIGN PLAN PREPARED BY: �m MANZANITA DR MVA CITY OF RANCHO CUCAMONGA AN op AVENUE 0.12' COLD PLANE & .012' ARHM OVERLAY: RANCHO CIVIC CENTER DRIVE H EL L� �� RANCHO CUCAMONGA, CA 91730 swo MVA 3-OF 9 0.17' COLD PLANE, SEE DETAIL HEREON. CHECM pMWM NO. (SECTION "A" - 0.17' COLD PLANE DETAIL) RD2 2301 IOAMOSA CT ci I ; CURB & GUTTER STRAIGHT GRADE CURB & GUTTER STRAIGHT GRADE FROM END TO END mFROM END TO END 13 12 4 z jl 20 12 U-1 N � Jv Ul _[� z 4 i 4 v 12 13 12 �'l713 CTS 14 � 4 17 i ��.n a �l cD C � m > C� I 8 -- + � CX_ tt e l l i M \ rn ocM o + z o o �- C D 26 w 00 4 _ LJ C o � cMncr° � z 19 �� m 19 i 7 � v d �� 7 \ , y� 16 �' �cDcn � cn' i0 4 n + N J r� "' I z cn �cn + NLo 6 _ g "�1 oT �, M ll _ __ ---L------L------•-_-�...._. - •=. .:•.. �,. .•. .. . -..� : ' •...;.. -:�•f - ,"` _ _- --- � - ------ — - . _- — ----- ----- ----1 REMOVE TEMP. AC RAMP 41 ,^ ----- -----._.. ---------- { -_.____._.__.___ - __- w W _ .. --- E—.__.....�5. . ., •:� Q • • • �•A .,,,❑ <1..- -F'if- • • • 1 - - -- -- V _ _ Z - R -'_ ...._.._ : O W 5 O _ „ s TRANS. 8 N 9 O 85 N c0 + �IN Nl to N + Q � M zJ Q ., :. 3 13 :82+00 �r. ' O M ` 81+00 2 3 1' ; 0 9 8 cc O 7 +0 79+ ® _ N 8 Q 2 3 3 3 _ 77+00 h .- .- 3 .. Y 0 0 ' O N 4 G cD 00' 9 41 75+ 1 , , 1 0 N 1 Q QQ 7 + Q 3 O _ _ 111 _ N _ , : W , s o G 10 1 .. 11 _ 8 1 'e cD 3 ., o .- 2 ,. 4 N co cc 1 O N O TR N API$. O : N TRAN$. 5.49X ,.,, -: 5.51X ....__ '." .- I J ) ),iH �� IX1 Lj • _.I C�.T,.. � I f•_.L_y.. `g.� `" 1 I.� ��� �f� y __�� _ _ __ _— - - r� _ a i o ------ \ I I — j ... �i I: �_ �� 1 "-___y:--�.��_. `�— .T• -4•°rte �J _ i----1-- 1--- - ca 03 w w w z C� I Y 2 ao ,• .{ Q E / . 41 l �r - I ;� or- I w o w _ �0 'yam- ¢ 00 3 i •- Ld (l U � ��• I- ---( -�-W x w � w Q3 �J ---- C9 w �. --ao ,c� 'L z U o o M �f J 1 OI ,.,� I�ui in ro �- c �l`, N F- °� �� o Q co U I- J Oc`s 2 J t_ I 1 co \ �0) J I-- 0) J J J O 1 F Z .— = cG F< 00 - l�. .� V w a I -_' U1 M to o v Q o Cr- 0 a � � Q Q � I `.- M � o c� c� + q � _ + cn � V 11 4 6 w w I �) �_�� I 11 ao a- _ Q a o o cc Lj Q + to v v, v� v� �� RE-GRADE r i .� CO M >c Q 16 I� i _ (-, -. SOD S@ r 0 F- 1 12 0 ° a 12 m m I + in o N �c ao c� 00 w + U "' 6 3 , 3 6�o Ln o >c °° M 12 12 & INSTALL S • i ! f CC) x 16 3 LJ 3 3 + cn LAWN S 12 3 N X CURB & GUTTER STRAIGHT GRADE 3 °D ``' CURB & GUTTER STRAIGHT GRADE i FROM END TO END FROM END TO END n � I WILSON AVE HELLMAN AVENUE SCALE: 1"=40' W'LY ELY R/W 11' 22' CL 22' 11' R . 1? �' � 13' 9' �P 0.5 x 0o G Q 2 2' 13 rn �� • 290 `� 4 27 E4 05 o I ico 00 L REMOVE TEMP. AC RAMPcr) 00 cli G P��� ? 10 _ .- -... -- .v _ - r�`\�. ` ° t� O O 07 ti v , W — b SAWCUT 8 _g,;, •• +00 1 89+00 2 3 N cO 90+00 9100 , 91 �5 00 N 2 3 86+00 87+QO SE 0 1 DETAI T 1 NP. X—SECTION N o AT WIDENING AREA -..----- --_..___ _------ - _ _ - .__`-`-- - --- - �-- - .__._ .__ _._...- - - - - ----- �---r —.-__- O �- • • ---- ---- _- _ ---- ---- -- STP ;r, N.T.S. -- I W �� o ' a `�l C� ) W'LY E'LY U .f �? > , '—' CL R W i o R W Q - � D w 1 X 0PP��� 2 0 9 8 69 0.5 RANCHO ST HILLSIDE ROAD o C) ��� F- HELLMAN AVENUE m 6„ PSN 01� P 0 CURBPROP. RET. Opti < c` CONSTRUCTION NOTES: BATTER 2:8 D _ TYP. X—SECTION 18 RELOCATE SIGNS. cO 1�— VARIABLE COLD PLANE FROM 0' TO 0.12'. PROPOSED FROM 83+78.14 TO 87+93.55 (NOTE: AFTER COLD PLANE, ROUTE AND CRACK SEAL 19 REMOVE EXISTING COBBLESTONE PILASTER AND PVC RAILINGS AND SIDEWALK VISIBLE CRACKS 1/4" OR LARGER PRIOR TO OVERLAY) CONSTRUCT NEW COBBLESTONE PILASTER AND RE-USED EXISTING N.T.S. PVC RAILINGS. COMPLETE IN PLACE. 2�— 0.12' ARHM OVERLAY. (NOTE: AFTER COLD PLANE, ROUTE 20 SAWCUT & RELOCATE MONUMENT PLAQUE & MAIL BOX PER DETAIL HEREON. `D AND CRACK SEAL VISIBLE CRACK 1/4" OR LARGER PRIOR TO OVERLAY) COMPLETE IN PLACE. V oQ: LEVEL 3�— REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS 21 REMOVE ALL INTERFERING IRRIGATION LINES, SPRINKLER HEADS AND INSTALL NEW SEE STRIPING PLAN ON SHEET 7 THRU 9. IRRIGATION LINES, SPRINKLER HEADS, VALVES & ADD STATION AS NEEDED. 40-- ADJUST TO GRADE (MH, WATER VALVES, GAS VALVES, METERS CONNECT PARKWAY IRRIGATION LINES TO HOMEOWNER METER. COMPLETE IN PLACE. RETAINING CURB DETAIL AND OTHER APPURTENANCE.) 22 PLANT 24 GAL CRAPE MYRTLE, PLUMB TREE AND 1 GALLON GROUND COVERS. 25 N.T.S. 5�- FULL DEPTH COLD PLANE 0.17' 23 RELOCATE PALM TREES PER HOMEOWNERS CHOICE LOCATION. COMPLETE IN PLACE. DESCRIPTION OF REVISION DATE cmr CONSTRUCT 0.17' ASPHALT CONCRETE PAVEMENT 24 CONSTRUCT UNDER SIDEWALK DRAIN PER CITY STD. NO. 107-A AS SHOWN ON SECTION A (APPROXIMATE LOCATION, FIELD LOCATE). CITY OF RANCHO CUCAMONGA 25 CONSTRUCT MOW CURB PER DETAIL HEREON. � � �— JOIN EXISTING ( SEE JOINT DETAIL ON SHEET 1) � 26 PLANT 24 GALLON PLUMB TREE MATCH EXISTING. _ PLAN g�- REMOVE EXIST. A.C. AND NATIVE 6.5" THICK AND COMPACT TO 90% OR BETTER. 27 SAWCUT, REMOVE & REPLACE EXIST CONCRETE PAD TO MATCH EXISTING. RELOCATE H AVENUE PAVEMENT REHABILITATION 9O— CONSTRUCT 2.5" A.C. PAVEMENT OVER 4" CRUSHED AGGREGATE BASE. 10 CONSTRUCT 8" CURB & GUTTER PER CITY STD. NO. 104. AND STREET IMPROVEMENTS 6 �0, 11 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. NO. 103. P LEGEND: FROM 19-T ST TO HILLSIDE ROAD 12 CONSTRUCT DRIVE APPROACH PER CITY STD. NO. 101. O O O C APPROVED BY: DATE:12!ZZ 24 ® 0.12' COLD PLANE & .012' ARHM OVERLAY. CIN ENGINEER RCE: 53S'672 13 REMOVE EXISTING A.C. BERM, MOW CURB, SIGNS & TREES, ETC. 0 0 O O o PLAN PREPARED BY: If 14 RELOCATE EXISTING MAIL BOX. < 0.17' COLD PLANE, SEE DETAIL HEREON. MVA CITY OF RANCHO CUCAMONGA SAWCUT SAWCUT (SECTION "A" - 0.17' COLD PLANE DETAIL) 10500 CIVIC CENTER DRIVE 15 REMOVE & REPLACE 20' L.F. OF EXIST C&G PER CITY STD. NO. 104. DRWN RANCHO CUCAMONGA, CA 91730 SiEd MVA 4• of 9 16 PROTECT IN PLACE MONUMENT/M.BOX DETAIL ® REMOVE & REPLACE pD DRAWIM NO. 17 RELOCATE POWER POLE AND GUY WIRE (BY SCE) 20 N.T.S. RQ2 2301