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HomeMy WebLinkAbout1951 II BENCHMARK Found bolt in concrete curb stamped "San Bernardino County 01687' at the southeast corner of Grove Ave. and Arrow Route. CONSTRUCTION NOTES Elevation= 1211.96 I -- REMOVE EXIST. A.C. V CONSTRUCT 3" A.C. OVER 4" C.A.B. PER CITY STD. 100-A 33 OVERLAY 0.15' ASPHALT RUBBER HOT MIX (ARHM-GG) PER CITY STD. 100-A 44 -VARIABLE COLD PLANE 0.00' TO 0.12' GROVE AVENUE PAVEMENT REHABILITATION O--VARIABLE ASPHALT RUBBER HOT MIX (ARHM-GG) OVERLAY 0.12' TO 0.15' PER CITY STD. 100-A FROM ARROW ROUTE TO FOOTHILL BOULEVARD (0- CONSTRUCT TYPE (A2-8) P.C.C. CURB AND GUTTER PER CITY STD. 104 CONSTRUCT 8" THICK P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE C CONSTRUCT 6" THICK P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE C 9�- CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307, CASE A. H1=0.24' LEGEND 10 CONSTRUCT RIBBON GUTTER PER DETAIL ON C17Y STD. 106-A (W SHOWN ON PLAN) RANCHO GENERAL11 CONSTRUCT SIDEWALK PER CITY STD. 103 (W SHOWN ON PLAN) NOTES. ICONSTRUCT 0.15' ARHM-GO PER CITY STD. 100-A (NOTE: CRACK 12 CONSTRUCT CATCH BASIN APER CITY STD. 303 (CASE A), 304, 305, 308, 324 1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard `" AND 325, W-10', V=3.90 . WIDTH OF 'Y CAN BE REDUCED TO AVOID ANY Specifications for Public Works Construction, (Green Book), 2003 Edition. . SEAL VISIBLE CRACKS 1/4" OR LARGER PRIOR TO OVERLAY) CONFUCT WITH 8" EXISTING WATER LINE BEHIND CATCH BASIN 2. Public and Private utilities and substructures shown hereon are from available records TheREMOVE EXISTING A.C.C. PAVEMENT CONSTRUCT 21"f CONCRETE PIPE TO CONNECT TO EXISTING. Contractor shall be responsible for protecting all utilities and substructures as shown within the 3 a�t 14 SAWCUT construction limits of this project and shall be responsible for any damage as a result of the Pro e .;t MATCH EXISTING construction operations. " _ ...� i 18° t �� / l COLD PLANE RELOCATE CITY OF RANC110 CUICAMONGA Site � • � ,��t i 17 ADJUST TO GRADE 3. The Contractor shall notify Underground Service Alert 1-800-422-4133 and the following utilities two a; . , � ,A,.. _- working days prior to construction or regarding any problems. j f` 1f " A.C. PAVEMENT 18 TRENCH INSTALL CONDUIT PULL BOXES PULL ROPE AND BACKFILL. PER SCE PIAN --- ,fir ; `t,., DWOJI 6834-4145 IN SPECIFICATION APPENDIX (STREET LIGHTS 9500 LUMEN HPSV Southern California Edison Co. - EMERGENCY ONLY 800 611-1911 Atmor+dRd7 - 1 � '' 909 357-6240 = 7 "� WITH 6 MAST ARM INSTALL BY SCE) Southern California Edison Co. t r ` t �1 dd, Southern California Gas Co. - EMERGENCY ONLY 800 427-2000 HdIlide Rd' "` ° 1 19 REMOVE ,, fi C?x t Southern California Gas Co. - Rod Duran 909 335-7583 CONSTRUCT HANDICAPPED ACCESS RAMP PER CALTRANS STD. A88 CASE C Verizon Co. - Bob Parent 909 469-6354 w y ,' 21 PROTECT IN PLACE r -'� �7 . k .. ..�... - '.. l ie an 5t s~ �t �� I { . . 22 CONSTRUCT UNDERSIDEWALK DRAIN PER CITY STD. 107-8 INCLUDING CURBING Verizon Co. - Dallas Stringer 909 469-6339 X 1 _ # Route 31? Verizon Co. - Oscar Escobar 909 469-6340 SHEET INDEX ' , ' '_ r :, 7.3�- �i�c a , :� - ��,,5pfi �_� -- u erconstructlonj SHOWN IN DETAIL HEREON Cucamonga County Water District - EMERGENCY ONLY 909 987-2591 i o asrA+ sr+ow� ON PLAI Cucamonga County Water District 909 483-7440 Ig endAv 23 REPLACE EXISTING FENCE WfTH NEW C.L FENCE AND GATE PER CITY STD. 607 SET t v aura t TITLE SHEET 4° ' ' �s7 tea+ ro �r oap AT TOP OF NEW RETAINING CURB OR ON GROUND. HEIGHT OF FENCE TO MATCH 4, The contractor shall notify the City of Rancho Cucamonga Police Department, The Clty of Ranchor; � r , : ----- y EXISTING. Cucamonga Fire Department and any affected school district, 72 hours nor to construction 2. PLAN AND PROFILE Sase4' Rd tr P a�s �E: ;e d 24 RESTORE TO MATCH EXISTING LANDSCAPING INCLUDING IRRIGATION SYSTEM. D I 7 T + : w. .� �s indicatingan detour and/or road closures. '' ' } � DOST Ac sUW� 8 a 5.1 MAX SLOPE Y / r�.� -Ex � I}t:� 11 � I 3. PLAN AND PROFILE ,j� r_ '� 4 ?�� � ` A 3 25 COMPLETE 1© THEN CONSTRUCT MANHOLE COVER PER MANHOLE CURB COVER h 5. For inspection of this project, ( ) Ti,' the Contractor shall contact the Public Works Section at 909 . (, _ �; .a �- � f � r��� � ,R=.- Foothi r - DETAIL IN THE SPECIFICATIONS 477-2740, Monday - Thursday, and at least two working days prior to the construction start date. 4. PLAN AND PROFILE '"o.lIhil, St �1 „ r t , 7 26 CONSTRUCT PCC WALKWAY TO MATCH EXISTING ���� ,,: a 5. STRIPING Arro. : t t, _V _,; ' rn�n►lt - - 27 REMOVE EXISTING CURB 3 G PLAN oopo, 6. A permit shall be obtained from the City of Rancho Cucamonga prior to any construction or $th S z ' STRIPING NOTES T " . 1 y OOL�P�AI�E: firACE encroachment within any City of Rancho Cucamonga easement or rights-of-way. 10_Freeu+t aaA MWAL AC Un BY cap AM 30a-- PAINT LEGEND , SYMBOL OR ARROW TYPE IV OR A (SAE.) PER CALTRANS y. Durin the construction operations at least one 12' lane in each direction shall be provided for each OPWTM m MM M°STM Bun REVISED STD. PLAN A24A AND A24D gT direction of travel on all street at all times. The traffic lanes shall be maintained on pavement and - -�� F 4th St ,row ovozuY 31 PAINT TWO-WAY LEFT TURN LANE WITH TYPE "D" MARKER PER CITY STD. 133 shall remain unobstructed. �> > >,, s' OVERLAY JOIN DETAIL AND CALTRANS STD. A20B DETAIL 32 p - _ F -4 32 PAINT 4" SOLID WHITE RIGHT EDGE UNE 8. The Contractor shall familiarize himself with all underground utilities, pipes and structures, and shall ip Freeway NTS take sole responsibility for the repair/replacement, at no cost to the City, for any damage to said _ 33 PAINT 4" SKIP WHITE LANE LINE WITH TYPE "G" MARKER PER CITY STD. 133 underground utilities, pipes and structures. Underground 34 PAINT 8" SOLID WHITE LANE UNE WITH TYPE "0" MARKER PER CITY STD. 133 Service Alert 35 PAINT 12" SOLID WHITE CROSSWALK LINE 9. Contractor shall verify all conditions and dimensions shown on the plans at the site prior to 36 PAINT 4" DOUBLE YELLOW CENTERLINE WITH TYPE "D" MARKER PER CITY STD. commencement of any work. All discrepancies shall be reported for direction immediately to the City. Call: TOLL FREE 133 AND CALTRANS STD A20A DETAIL 22 VICINITY MAP 37 INSTALL W74 (THRU TRAFFIC MERGE LEFT) SIGN PER CITY STD. 401-8 10. On the date and at the time of the submittal of the Bidder's Proposal the Prime Contractor shall 1-800-422-4133 NOT TO SCALE 38a-- INSTAL! BLUE MARKER (TYPE I) PER CITY STD. 134 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 to be performed under this contract; Including but not limited TWO WORKING DAYS BEFORE YOU DIG 39 REPLACE DAMAGED LOOPS PER LOOP DETECTOR PLACEMENT DETAIL ON SHEET 5 to a Class "A" License (General Engineering Contractor) or a Specialty Class "C" licenses sufficient to 32' 32' 40r 0 REPAINT 12" LIMIT UNE AND STOP LEGEND cover all the work to be by the Prime Contractor in accordance with the provisions of the 41 PAINT 8" WHfTE DASH UNE WITH TYPE "G" MARKER PER CALTRANS DET. 37A Contractor's License Law terformed Cclifornia Business and Professions Code, Section 7000 et. seq.) and rules , and regulations adopted pursuant thereto. 2# VARIES 2 42 REPLACE EXISTING SIGN WITH NEW R26(S) SIGN ON EXISTING POST 22'f 32' as 22' VARIES 22' TO 26' 4' TO 8' 6.5' 43 INSTALL R2(40) SIGN ON STREET LIGHT POLE 44 PAINT 4" SOLID WHITE LANE UNE WITH TYPE "G" MARKER PER CITY STD. 133 22' w=6' 22' 22' 7' D 00' i @-- INSTALL R26(S) ON POST PER CITY STD. 401-B OR ON STREET LIGHT POLE COD PLANE DEPTH 3 EXISTING SURVEY MONUMENTATION 1 All existing survey monuments that will be disturbed by this project shall be referenced and reset by 389 VARIES 1.81% the City's Construction Surveyor in accordance with Section 8771 of the California Surveyors Act. 00 TO 2.7fi9� VARIES 1.78x V9 Monuments found by research of available City records and by field survey are shown on the plans TO y•p39: ��� �.�� 19 T ? and described as follows: 3 OM STA 40+00 __. ,\ _, 0 VARIES ( 0.9 1t TO STA 41+8$ 3 ;, --�' � X VARIES W=7' VARIES 1.42X EXISTING CURB Found C-nail located at the intersection of the centerline of Grove avenue and Tapia Via TO 2.1295 VARIES AND GUTTER Drive ) I EXISTING CROSS � _ -� � 10" HIGH (See Sheet 3 Stv 44+95.15 0 O Q2,3ox 2.95 _ ---y I 1.Oox 1.4395 TO GUTTER 4.6o� 4 EXIST. SURFACE RETAINING " CURB Q Found 1 IP/Tag LS 4452 located at the intersection of the centerline of Grove avenue and 3:1 MAX SLOPE �- --- Rancheria Drive (See Sheet 3 Sto 50+53.99) >" EXIST. SURFACE FROM STA 42+5 2 6 TO STA 43+50 �' EXIST. SURFACE v d SPECIAL PROVISIONS: �' �n `' 1. PRIOR TO OVERLAY, APPLY WEED KILL AND ALLOW TO SET FOR 14 DAYS THEN ROUTE &L CRACKS 1/4" STA 3 7+00 TO STA 38+5 0 2 6 2 OR GREATER AND APPLY CRACKSEAL REFERENCE CONTRACT SPECIFICATIONS 302-11.1 N 2. ROCK DUST BLOTTER IS REQUIRED AFTER PLACEMENT OF THE ASPHALT RUBBER OVERLAY. REFERENCE AND d STA 4 4+0 0 TO STA 4 5+0 0 GREEN BOOK SPECIFICATIONS 302-9.6 D PER STA 40+00 TO STA 43+00 STA 39 +00 TO STA 39 +50 3. THE CONTRACTOR MUST HAVE A STORM WATER SPECIFICATIONS PRIOR TO CONSTRUCTION AND BE UPDATE AS NECESSARY DURING THEON PLAN PROJECT TERM. _ NOT TO SCALE NOT TO SCALE 32' 2211 NOT TO SCALE 2, 32' 28' 32' 3 L 8' 22' 14' W TO a' 2 8' 22' 22' 8' COD PLANE DEPTH 8' 22 20 8' (� ¢ 0.00' VARIES 1.15% 3 VARIES 0 78X / � DESCRIPTION OF REVISION DATE crit ES 3.49 TO 2.6195 TO 2.3690 VARIES �' 0.00' COD PLANE DEPTH --- w5.379Q 4---- ----� TO 1.7 0.00' 0.00' 3 EXISTING CURB ✓;,, COD PLANE DEPTH TO 4.73 �'��/ COLD PLANE DEPTH COD PLANE DEPTH AND GUTTER CII 1 OF RANCHO CUCAMONGA -- �.. ES 1.7896 VARIES 1.46X 3 VPS TO 2.2691 VARIES VARIES 2.28 VARIES i -5.101 t0 2.9495 0 4 31931'61 ES 4.'V4 TOS.- T0�49r25V M/E3 2 105 -+ ' EXISTING C & 0 3 >. EXIST. SURFACE 4 TITLE SHEET p,Et1 9: _ TO 2.go �._ is 1 5 EXISTING CURB N GROVE AVE. PAVEMENT REHABILITATION EXISTING CURB 1 AND GUTTER AND GUTTER 4 d O o 1, 6 4 EXIST. SURFACE g Q�� EXIST. SURFACE 4 r 3 4 �- 5 FROM ARROW ROUTE TO FOOTHILL OU 5 } 5 REPLACE EXISTING AC WITH v C BOULEVARD ;a N NEW AC PAVEMENT WHICH d o Q�pFESSipti APPROVED BY: DATE: o o SHALL BE A MIN. OF 3 OR N STA 5 7+5 0 TO STA 6 2+0 0 'rl CITY ENGINEER % RCE: 24963 C3 � 1' THICKER THAN EXISTING vvV tiF WHICHEVER IS GREATER. N 3 r p p� PIAN PREPARED BY- RECOMMENDED NOT TO SCALE =' No. 24953 Z C3 P PK CITY OF RANCHO CUCAMONGA STA 46+00 TO STA 50+00 STA 51 +00 TO STA 54+50 Exp. t 2-31-09 e/ DRAWN 10500 CIVIC CENTER DRIVE RANCHO CUCAMONGA, CA 91730 PK 1 oR 5 NOT TO SCALE Or CX0 OiECKED o AAM No. NOT TO SCALE � �.c.e. r,o JD DATE FILE No 1951 ------------- -7 -S T p 7 _7 47- Found bolt in concrete curb atamped mn Bernardino County 01687' at the southeast corner ------ of Grove Ave. and Arrow Route. EJevoUon- 1211.96 t -------------------- --------- ....... f 4 rV4 DUST FACE P WLE Vnm — ------- -7 1- ----------- fu E -7 -7 -7 7:--------------- -- ROfU tn PRO SE U:P &7 7-7 7-- -7—--- ------- fF -7 7 0 Cq LN EXA01 IN tie ---------- ----------- T M ----------- ON NOTES CONSTRUCT! x 7-- 7 1 REMOVE EXIST. A.C. - ------ 3 OVERLAY 0.15 ASPHALI RUBBER HOT MIX (ARHM-GG) PER CITY STD. 100-A 4 VARLABI IF COLD PLANE 0.00 1*0 0.12' 5 VARLABLE ASPHALT RUBBER HOT MIX (ARHM-GG) OVERLAY 0.12' TO 0.15' PER 7 TA CITY STD. I 00-A IORIZ. SCALE: 1"=40 i I" t p V f 1 1 6 CONSTRUCT TYPE f A-2-8) P.C.C. CURB AND GUTTER PER CITY STD. 104 VERT. SCALE: 1 "=4' 7 CONSTRUCT 8 THICK P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE C 36+00 37+00 38+00 39+00 40+00 41 +00 42+00 43+00 44+00 'qS CONSTRUCT 6" THICK P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE C 9 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307, CASE A, HI=0.2,v LEGEND 10 CONSTRUCT RIBBON GUTTER PER DETAIL ON CITY SM. 106-A (W SHOWN ON PLAN) 11 CONSTRUCT SIDEWALX PER CITY STD. 103 (W SHOWN ON PLAN) CONSTRUCT 0.15' ARHM—GG PER CITY STD. 100—A (NOTE: CRACK &��_ @_ CONSTRUCT CATCH BASIN PER CITY STD. 303 (CASE A). 304, 30. 30, 324 R LARGER PRIOR TO OVERLAY) AND 325, W-10', V-3.90'. WIDTH OF Y CAN BE REDUCED TO AVOID ANY % CONFUCT WITH 8" EXISTING WATER UNE BEHIND CATCH BASIN F'p pp REMOVE EXISTING A.C. PAVEMENT 011 13 PIPE TO CONNECT TO EXISTING. 14 SAWCUT COLD PLANE 15 MATCH EXISTING 16 RELOCATE S 1i p(Goj GN CALE 1 =40' 17 ANUST TO GME A.C. PAVEMENT TRENCH. INSTALL CONDUIT, PULL BOXES, PULL ROPE AND BACKFILL PER SCE PLAN STA 36+42.13 It GROVE AVE. STA 39+47.13 it GROVE AVE. DWO# 6634-4145 IN SPECIFICATION APPENDIX (STREET UGHTS 95W LUMEN HPSV STA 10+00 q ARROW RTr_ STA 20+00 q AVENIDA YEA4 WITH 8' MAST ARM INSTALL BY SCE) S RDhOVE EXISTING ASPHALT LUDING RR 19 REMOVE TRACK AND TIES AND REP WITH NEW TRE I'RFF ASPHALT. AG THICKNESS BE MIN. 20 — CONSTRUCT HANDICAPPED ACCESS RAMP PER CALTRANS STD. AN CASE C I-RUCK TREF?D Of Y OR 11* THICKER NO EXIST. CB TREE E 0 L pp ROUTE P P pp pp pp 21 PROTECT IN PLACE 0 0 pp CONSTRUCT UNDERSIDEWALK DRAIN PER CITY STD. 107-B INCLUDING CURBING .H.IN -.-TAL SHE REPLACE EXISTING FENCE WITH NEW C.L FENCE AND GATE PER CITY STD. 607 SET START COLD PLANE SHOWN IN DETAIL HEREON NORTH OF CROSSWALK (STA 36+65.26 m_0V_W I.A y-4 0 .00 .1+00 36+00 38+ 39+00 AT TOP OF NEW RETAINING CURB OR ON GROUND. HEIGHT OF FENCE TO MATCH A�;' Vmz EXISTING. ETAII Lij RESTORE TO MATCH EXISTING LANDSCAPING INCLUDING IRRIGATION SYSTEM. EIGHT-VA 5:1 MAX SL PE. f"" R EMM z SAWCUT V a- IIIJ 25 COMPLETE THEN CONSTRUCT MANHOLE COVER PER MANHOLE CURB COVER ,3,:k of E ECR Lij __-MOM DETAIL IN THE SPECIFICATIONS LIJ 26 CONSTRUCT PCC WALKWAY TO MATCH EXISTING so f. BY G' ,ON pr- F ly I I Nl(\ Y' :E V) 't— -r - f 3A WX REMOVE OUSTING CURB A + D + [ ER PTO 7m-10-C SIGN RETAINING C JRB '0`10 HEIGHT VARI-__S FROM 0 CURB q:x + 1 W RETAINING 01W (W-2jr,' \� r PCO CURB 0.31 TO 19i VR - Re CURB W HE*4iT VARI 37+74.57 sic RETAIN[ CU 18 FROM 10* TO 200* TE,�,EPHO t� pp 04 HEIGHT JLT 08 1 U ES FRO co -.4 C_ DIW (w-1 a! 18 NEN AC PAVEMENT o.oto To .51 rRACK —TO MATCH EAST. TOONSTDRUCOWN %Ay STA 41+ SEE EILOWUP 2 R� 1 SIDEWALK CONSWTMRU T (MIN. 3- THICK) DETAIL THIS SHEET WI x W TO STEP UP TO 8114 ARROW 8111 AVENIDA 25[ 8110 AVEN SIDEINAX 4-V 44 IDA 84-35 GROVE 8423 GROVE 8126 VIA CARRILLO 8101 TAPIA VIA VEJAR VEJAR CITY DESCRIPflON OF REVISION DATE APPROVED. CITY OF RANCHO CUCAMONGA DUSTINO EXIS11NO CURB FACE W-7' 01 W&L C.L. W=5' GRO VE AVE. PAVEMENT REHABUTATION EXISTING 2% W-W DaSTINO SURFACE DUSTING 2% SURFACE HEIGHT VARIES HEJGH1 VARIES SU FROM 0' TO 1'± FROM V TO I FROM ARROW ROUTE TO FOOTHILL BOULEVARD SURFACE NEW RETAINING FILL AND APPROVED BY: DATE-4k__41!5� 4EW RETAIN CURB GRADE TO WALL CITY ENGINEER RCE: 14963 "URB 2 NEW RETAINING CURB DESIGN PLAN PREPARED BY: REW No. 24953 z 3-1 MAX SLOPE 2 PK ANO GA SECTION B-B SECTION C-C 2 E.P. 12-31-05 105W CIVIC CENTER DRIVE NOTTO SCALE 49 DpAm RMCHO CUCAMONGA. CA 91730 SHEET NOT TO SCALE SECTION D—D C 0, PK 2 or 5 BLOWUP DETAIL NOT TO SCALE OF CA.%' CHECKW R.C.F. 140 DPAWM NO. NTS NOT TO SCALE JD DATE _FU NO SLI V-01105 01 PTIN 7 ------- ------- ...... ------ - ------ Found bolt in concrete curb 3tamped "San j . ------- -7- .7'_ _ '7-- 7-7 =-Z-1 1—T- '. -_- -A Bernardino County 01687" at the southeast corner + . ...... of Grove Ave. and Arrow Route. 7-1 _77 Elevation= 1211.96 �7-7- --- ---- 7", 7- 77 77 -7-7 :7 7-' w, 7-1 A m: 7 :-7, c 'T. J: 1 7 -77 7-7-- 7-777: :7 401- 7-------------- ------- -- ----- -Pv- lu ------ 7- a W Of r7 ------------ ---------- ..........-------- ------------ EXI*3 1-Z3 T -1207- =71 T 4 n J!n low 7-� 7 SIG 7-- ------- .......... CONSTRUCTION NOTES T—7------ I REMOVE EXIST. A.C. ------------- -SW FAQ Ir TE; (EW 0.15 ASPHALT RUBBER HOT MIX M-GG PER CITY STD. I 00-A PROI PIOSE OL Rof tZ 4 VARIABLE COLD PLANE 0.00 TO 0.12' 5 VARIABLE ASPHALT RUBBER HOT MIX (ARHM-GG) OVERLAY 0.12' TO 0.15- PER CITY STD. 1 00-A -7 -----------HORIZ. SCALL: I =4U VERT. SCALE: 1 *=4 FT —8) P.C.C. CURB AND GUTTER PER CITY STD. 104 F- ja CONSTRUCT TYPE V' V- 7 F 07� CONSTRUCT 8* THICK P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE C 45+00 46+00 47+00 48+00 49+00 50+00 51 +00 52+00 53+00 8 CONSTRUCT 6* THICK P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE C 9 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307, CASE A. Hi=0.24' ER DETAIL ON CITY STD. 106-A (W SHOWN ON PLAN) CITY STD. 103 (W SHOWN ON PLAN) CONSTRUCT CATCH BASIN PER CITY STD. 303 (CASE A), 304, 30, 308, 324 AND 325, W-101. V=3.90. WIDTH OF Y CAN BE REDUCED TO AVOID ANY CONFILICT WITH 8' EXISTING WATER LINE BEHIND CATCH BASIN 13 ETE PIPE TO CONNECT TO EXISTING. 14 SAWCUT 0 0 &- 0 15 MATCH EXISTING 18 RELOCATE 7 ADJUST TO GRADE STA 44+95.13 q GROVE AVE STA 30+00 q TAPIA VIA DP- SCALE 1 10=40' LO q- TRENCH, INSTALL CONDUIT, PULL BOXES, PULL ROPE AND BACKFILL PER SCE PLAN TREE TREE TREEC) T TREEn TREE�.j DWOJI 6834-4145 IN SPECIFICATION APPENDIX (STREET LJGHTS 95W LUMEN HPSV RE T WITH 8- MAST ARM INSTALL BY SCE) r'1, T TREE 4 5 TREE TRE�.-' I RE E pp 4 5 TREE R26(51 TREE TREE 19 REMOVE OF SERVICE (A '0 0 U P F�0 V�� 0— 20 CONSTRUCT HANDICAPPED ACCESS RAMP PER CALTRANS STD. A88 CASE C V) Uj V) LJJ 21 PROTECT IN PLACE LIJ 0OF CONSTRUCT UNDERSIDEWALK DRAIN PER CITY STD. 107-B INCLUDING CURSING VC-Al SHOWN IN DETAIL HEREON 4-9+ 48+00 00 +00 0 50+00 b lop REPLACE MS11NO FENCE WITH NEW C.L. FENCE AND GATE PER C17Y STD. 607 SET Lij \AELOCATE Lij ET LIGHT NO AT TOP OF NEW RETAINING CURB OR ON GROUND. HEIGHT OF FENCE TO MATCH LLJ -BY Iz EXISTING. RESTORE TO MATCH EXISTING LANDSCAPING INCLUDING IRRIGATION SYSTEM. 5:1 MAX. SL E. _QP R049YE X-GUTTER --y MPLETE ANQ SPANDREL TREE DETAIL IN THE SPECIFICATnIONS iqPE I REF 17 3 TREE 3 (Y- TREr0-TRW� —T-REF < R1 E 17 1 177 g 17 26 CONSTRUCT PCC WALKWAY TO MATCH EXISTING TRE 15 TREE('0 14 + 14 14 14 14 9 13 Qq— REMOVE EXISTING CURB 15 15 15 b, 6 V) 26 z m\\ 4!!�. sirN 18 18 8353 8345 8337 8325 8317 8307 8301 1 Wg DESCRI DATE CITY OF RANCHO CUCAMONGA CURVE DELTA RADIUS LENGTH TANGENT REMOVE rA EXISTINO— NZY 2,V 5 1'04" 35.69' 15.48' 7.86' C.L FENCE W=W PLAN AND PROFILE 60'53'0 1 35.00' 37.19' 20.57' LEGEND GROW E AVE, PAVEMENT REHABUTATION 2 CONSTRUCT ER 00-A (NOTE.- CRACK OR LARGER PRIOR TO OVERLAY) SEAL VISIBLE CRACKS 1/4 FROM ARROW ROUTE TO FOOTHILL BOULEVARD REMOVE EXISTING A.C. PAVEMENT EYJSTW0 -aOFESS/ APPROVED BY: DATE: SURFACE 4 CITY ENGINEER II(A V1� RM 24953 COLD PLANE REPLACE EXISTING AC WITH NEW AC DESIGN PLAN PREPARED BY: PAVEMENT WH)CH SHALL BE A MINI. or r OR I* THCKER TW No. 24953 PK CITY OF RANCHO CUCAMONGA A.C. PAVEMENT EXISTINO WHICHEVER IS GREATEX Exp. 12-31-05 10500 CIVIC CENTER DRIVE DRUM FRANCHO CUCAMONCA CA 91730 Sam SECTION E—E CIVIII., PK 3 oF 5 NOT TO SCALE OF CHECKM R.C.F- NO DRAWm NO. JD DATE FU NO 1951 t ��—I T t '71 77 lid �7 7- ...... ------ .. .... ---- -- Found bolt in concrete curb stamped "Son 77- 777 _._7 7_7 7- 7 _77-.7- 1- 7 -7 7- Bernardino County 01687" at the southeast corner 7- _7 _1 =.7 =17-- �7-.77 �7 7. 0 f Grove Ave. and Arrow Route. r A I- Elevation= 1211.96 77, _7 T'____7_7 _7 7 ------ 7, 77- ---7- 7-_-=T----.--:7 777 T -7— -77-- T-- 7 7-'- ------------ 7777 77 ILE -7: I-Z7_77 ------ -7 �7 .......... 7, -------- ------------ L BO/E EA IZ61 7--------- JZW 7 777- _7: 7- --7------- -- -- ---- t ------- ------ TZ5% 12,8,1 6 12 --- --- ---- - 7 T �7� 7 7-- 7_-� -7-- --------- 7 -7 ---------- --------------- 7: 77 7 7 7 , 9 .-_ ,-,—_:_:� -____ ----.9-- ____- - ,-.- -__- -— - 9 '7-7- 7--7-7- 7 -7 7 TH t-,St 7 CONSTRUCTION NOTES kwi ir S IDE 1 REMOVE EXIST. A.C. 4T 2 CONSTRUCT 30 A.C. OVER 4 CAB. PER CITf STD. 100—A ------- 7-- 7�7- 77--= ------- ----------- 777- ------ OVERLAY 0.15' ASPHALT RUBBER HOT MIX (ARHM—GG) PER CITY STD. 100—A 4 VARIABLE COLD PLANE 0.00' TO 0.12' --------------- 5 VARIABLE ASPHALT RUBBER HOT MIX (ARHM—GG) OVERIAY 0.12- TO 0.15- PER CITY SM. 1 00—A ------ .....SIA =4 HORIZ. VALE: 1 0 t t CONSTRUCT TYPE fA -8) P.C.C. CURB AND GUTTER PER CITY STD. 104 VERT. SCALE: 1 "=4' 7 CONSTRUCT 8 THICK P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE C 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61 +00 62+00 8 CONSTRUCT 6" THICK P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE C '(D- 9 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307, CASE A, HI-0.24, @3�_ , 10)— T ER DETAIL ON CITY STD. 106—A (W SHOWN ON PLAN) 11 CONSTRUCT SIDEWALX PER CITY STD. 103 (W SHOWN ON PLAN) CONSTRUCT CATCH BASIN PER CITY STD. 303 (CASE A), 30+. 305, 308. 324 AND .325. W-10'. V-3.90'. WIDTH OF Y CAN BE REDUCED TO AVOID ANY CONFUCT WITH 8' EXISTING WATER LINE BEHIND CATCH BASIN 13 PIPE TO CONNECT TO EXISTING. 14 SAWCUT 0 15 MATCH EXISTING 0 116 RELOCATE + START COLD PLANE 17 ANUST TO GRADE n N�HINID CROSSWALK 0. F.' OVERLAY JON 13 SCALE 1 =40' TRENCH, INSTALL CONDUIT, PULL BOXES, PULL ROPE AND BACKFILL PER SCE PLAN 1REE L (SHEET 1) DWOJI 6634-4145 IN SPECIFICATION APPENDIX (STREET UGHTS 95W LUMEN HPSV (P 14 P 'TYV WITH S' MAST ARM INSTALL BY SCE) 1�0 SIGN 19 REMOVE FREE F.H. SIGN TREE TREF TREE' @,- 120 CONSTRUCT HANDICAPPED ACCESS RAMP PER CALTRANS STD. Asa CASE C 0. -\D\ pp R2(40) R26� 4 5 TREE HOSPITAL 21' PROTECT IN PLACE IVII N I 1P 4 5 TRFF TREF SIGN R PP R26�S) R26( @, SIGN4( 0 Pp 26' 4 5 OMNI re1021- 0 0 15 CONSTRUCT UNDERSIDEWALX DRAIN PER CITY STD. 107-B INCLUDING CURBING Lij 14 V) SHOWN IN DETAIL HEREON z REPLACE EXISTING FENCE WITH NEW C.L FENCE AND GATE PER CITY STD. 607 SEr AT TOP OF NEW RETAINING CURB OR ON GROUND. HEIGHT OF FENCE TO MATCH VP A,V9 5 _rVV 7 EXISTING. 54 P1 7 58 62+34 -_4 RESTORE TO MATCH EXISTING LANDSCAPING INCLUDING IRRIGATION SYSTEM. F 5:1 MAX :E V) 01 01 -4 (285 COMPLETE THEN CONSTRUCT MANHOLE COVER PER MANHOLE CURB COVER 04 -4 f DETAIL IN THE SPECIFICATIONS F 206 CONSTRUCT PCC WALKWAY TO MATCH EXISTING �,yv r C14 P3 T [ING REMOVE EXISTING CURB t,z I a 4 5 04 ALL IN 7 SIGNP WIDTH OF TREE ko N lop 10 2 '0 + GN 14 'N M GUTTER=W 10 WIDTH OF SIG 0 \-j t- -C GUTTER-2* GN 15 9 >-. TRANSIT)ON ;e FROM H. *,VV N X-GUTTER TO EXIST. CURB AND GUTTER REPLACE EASTING AC WITH NEW AC 00 PAVEMENT WHICH SHAIL BE A MIN. Of REPLACE EXISTI AC W NEW AG PAVEMENT WHIC SHALL BE A MIN. Of 30 OR 11* TWKER THAN EYJSTIN0 RA;I� *MHEVER IS GREATEF;L Y OR 1' THICK EXISTINO WHICHEl(ER ISfi 21' DESCRIPTION OF REVISION DATE ^A > CITY OF RANCHO CUCAMON%PR 0 PLAN AND PROFILE4 LEGEND EXISTINO GROVE AVE. PAVEMENT REHABUTATION SURFACE CONSTRUCT 0.15' ARHM-GG PER CITY STD. 100-A (NOTE:- CRACK DOMO CURB R LARGER PRIOR TO OVERLAY) REMOVE EXISTING A.C. PAVEMENT FROM ARROW ROUTE TO FOOTHILL BOULEVARD VLOFESS/0 APPROVED BY:CITY ENGINEER RCE: 24953 COLD PLANE RI PLACE EXISTING AC WITH NEW AC DESIGN PLAN PREPARED BY: RECOM PAVEMENT WHICH SHALL BE A MIN. OF * 0 C3 0.OR 11' THICKER THAN EXISTING WHICHEVER N 24953 M PK CITY OF RMCHO CUCAMONGA A.C. PAVEMENT IS GREATER. Exp. 12-31-05 DRAWN 1 I CIV11%, Ir PK RANCHO CUCAMONGA. CA 91730 4 .or 5 NOT TO SCALE Vr Cx%_%I CHECKED I P.C.r- NO DPAWING NO. JQ WE _FU NO 1951 I t 09 \�o