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HomeMy WebLinkAbout2069 SHEET INDEX CIT OF RANC110 CUCAMONGA 1 TITLE SHEET 2 PLANS CONSTRUCTION NOTES 4 SIGNING, STRIPING AND PAVEMENT MARKINGS 1�— 6' VAR. COLD PLANE (0.12'-0') & 0.12' ARHM OVERLAY (NOTE: AFTER COLD PLANE, ROUTE VISIBLE CRACKS 1/4" OR CHURCH j LARGER PRIOR TO OVERLAY) SEE STREET CROSS SECTION ON SHEET 1 2�— 0.12' ASPHALT RUBBER HOT MIX (A.R.H.M.) OVERLAY 3a— 25' TRANSITION— VAR. COLD PLANE (0'-0.12') AND 0.12' ARHM OVERLAY PER VEMENTREH BILITATION NDWIDENING DETAIL (SEE OVERLAY JOIN DETAIL "B" ON SHT 1) 4�— SAWCUT AND CONTRUCT NEW PAVEMENT AS SHOWN ON PLAN AND SECTION (FROM 100' WEST OF PAVEn TO KINLOCK "E.) (0.12' SURF COURSE MATCH ADJACENT GRADE OVER 0.37' A.C. AND 0.50 C.A.B.) SEE SECTION "A" GENERAL NOTES 5�- ADJUST WATER/GAS VALVES TO GRADE 1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the 6Q-- ADJUST MANHOLE TO GRADE Standard Specifications for Public Works Construction, (Green Book), 2003 Edition with 7�- SAWCUT TO 0.12' TO JOIN 2004 suppliments. RANCHO CUCAMONGA �— CONSTRUCT 12' DRIVE APPROACH PER CITY @0—INSTALL IRRIGATION LINES, HEADS, CONTROL VALVES AND CONNECT TO 2. Public and private utilities and substructures shown hereon are from available records. STD. DWG. 101 (TYPE R-1) THE PROPERTY OWNER EXISTING IRRIG. LINES. (COORDINATE WITH THE The contractor shall be responsible for protecting all utilities and substructures as PROJECT SITE a— PROTECT IN PLACE PROPERTY OWNER PRIOR TO THE INSTALLATION IRRI. LINES, VALVES, ETC.) shown within the construction limits of this project and shall be responsible for any % NOTE: THE PROPERTY OWNER IS RESPONSIBLE FOR IRRIGATION AND damage as a result of the construction operations. __ RELOCATE POWER POLE (BY SCE) LANDSCAPE MAINTENACE. 11 RELOCATE STOP SIGN —INSTALL STREET LIGHT 5800 LUMEN (BY SCE) 3. The contractor shall notify UndergroundService Alert 1-800-422-4133 and the following ,,;_SAE RD _ „� ,LsrE a === Sn "� CONSTRUCT CURB AND GUTTER PER CITY STD. 104, A2-8 @?—INSTALL 2—COURSE CONCRETE BLOCK SLOUGH WALL PER STD. DWG. NO. 605 utilities two working days prior to construction or regarding any problems. 5� = ET `A CHANNEL i CONSTRUCT 5 SIDEWALK PER CIT Y STD. DWG. NO. 103 ®--5 TAPER END OF CONCRETE BLOCK SLOUGH WALL FROM 160 To 8 HT. �BANYANADJACENT, Z 1 — — BANYM ST _ / 1 CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. 102 23 REMOVE AND REPLACE (WITH NEW) ALL CHAIN LINK FENCE To THE SLOUGH WALL Southern California Edison Co. (909) 357-6221 �— = _ .L M. AYE. Southern California Gas Co. (909) 335-7583 „ANS ���` - `��'°� H.��N „_` 1�— ALLIGN EXIST C.L. FENCE TO CLEAR THE 24 INSTAL- 3" AND 4" SCH. 40 PVC SLEEVE PER COY STD. DWG. NO. 533 Verizon Communication (909) 469-6340 "°' �/� -- / SIDE WALK,—I-- , _ A K, REMOVE OBSTRUCTING TREES 25 INSTALL 3" ELECT. CONDUIT WITH PULL ROPE t-� NCTORA ST Cucamonga County Water District (909) 483-7448 MM VSTA=T M L_x TA 5T. - -/ OR SHRUBS AS NECESSARY. FROM EDISON PULL BOX (LOCATED AT NORTH SIDE W/O 4 :. JPpNr� PARK DRIVE APPROACH) 36" MIN. DEPTH Metropolitan Water District (909) 776-2664 _ a-J BAY E;N: ROAD - 1 aASRINE AVE ®--RELOCATE MAIL BOX PER OWNWER NOTE: INSTALLATION SHALL BE DONE BY EDISON'S APPROVED CONTRACTOR OR SHALL HAVE AN APPROVAL TO ENTER EDISON'S BOX. Charter Communications (951) 343-5171 UPL"M DIRECTION (REPLACE POST) „S. CHLIPCO. —PLANT 15 GAL. TREE MAGNOLIA GRAND "SAINT MARY" 4. For inspection of this project, theContrac#or, shall Contact the Public Works Section ��A.a ^ �°R� ° M"` � W 20 SPACING AT CHURCH ST. ONLY �- i00NLL 9SYQ. (Sft85) at 477-2740 Ext. 4077 two working days prior to the required date. _ 'z LPLANT 15 GAL. TREE (PYRUS KAWAKAMI "EVERGREEN PEAR") 20' SPACING r D � �� _ Eft - ARR7W R°U7E _' AT RAMONA AVE. 5. A permit shall be obtained from the City of Rancho Cucamonga, prior to any STRIPING NOTES:` _ — - - B«, R 3. �7 —PLANT SOD IN THE PARKWAY AREA. (TO BE MAINTAINED BY THE construction or encroachment within an Cit of Rancho Cucamonga right-of-way. _ _ 8- �T.,,RR wn.RAe ,Y Y Y 9m 5 REE,- PROPERTY OWNER) AO-PAINT 4 SOLID WHITE LANE LINE l 6. The contractor shall notify the City of Rancho Cucamonga Police Department, The City — J �BmSEET — �-- CONSTRUCT 4" A.C. OVER COMPACTED GRADE a PAINT 4" SKIP YELLOW LANE LINE WITH TYPE "D" MARKERS PER CITY v, � of Rancho Cucamonga Fire Department and any affected school district, 72 hours prior J /�°�Rtcht VESTFEET z _ N.T.S. TANDARD N0. 133 . 19 REMOVE (TREES, ETC.) Ca-PAINT WITH THERMOPLASTIC ALL LEGEND, SYMBOL OR ARROW to construction indicating any detour and/or road closures. '� 7. Contractor shall have a "Class A" Contractor Licence. ,q -- -__ -`--°,RLEWAY oNTdRlo ®--INSTALL IRRIGATION LINES, HEADS, CONTROL VALVES " " " AND CONNECT TO THE EXISTING LINES AS NECESSARY. PAINT 4 DOUBLE YELLOW SOLID STRIPE WITH TYPE D MARKERS 8. The contractor shall install "construction notification sign" seven days prior to construction VICINITY MAP PER CITY STANDARD NO. 133. on both ends of the project as directed by the city. (see specification appendix for detail) NOT TO SCALE SEE SPECS. COORDINATE WITH THE PROPERTY OWNERPRIOR TO INSTALLATION. Ea--INSTAL_ CONSTRUCTION NOTIFICATION SIGN (SEE SPECIFICATION APPENDIX FOR DETAIL) @-INSTALL ST. LIGHT CONDUIT WITH PULL ROPE, PULL BOX, TRENCH AND (D-INSTALL HYDRANT MARKERS PER CITY STD. NO. 134. � BACK FILL PER SCE PLAN DWOf 6830-4279 F �-INSTALL STREET LIGHT 5800 LUMEN (BY SCE) ©-PAINT 4" SOLID YELLOW LANE UNE EXISTING SURVEY MONUMENTATION 3T �' 2 30• W_ 24" Ha-PAINT OR REPAINT (WITH THERMO-PLASTIC) 12" SOUD WHITE STRIPE PER CITY STD DWG NO. 133 All existing survey monuments that will be disturbed by this project shall be referenced and s, o B, VARIA E COLD reset by the City's Surveyor in accordance with Section 8771 of the California Q, '� y y FRW Or TO o f DEEP { IQ-PAINT 8' WHITE CHANNEUZING UNE WITH TYPE "G" MARKERS PER CITY STD DWG NO. 133 Surveyors Act. Found monuments are shown on the plans and described as follows: � 2 '/ O (D-PAINT 4" SO " " PROPOSED FISHED a-- UD WHITE LANE UNE WITH TYPE G MARKER PER CITY STD DWG. NO. 133 SUWACE (NON FOUND) �' aa. ,gym a � ` DOST A.C. SURFACE �dP C%. KD-PAINT 8" SKIP WHITE LANE LINE WITH TYPE "G" MARKERS PER CALTRANS STD DETAIL NO. 37B (D--REPAINT EXIST. LANE LINE (LIMIT: PER PLAN) r ; ,r.: . •z 0000 _oo -Doo STRIPING GENERAL NOTES ROUTE VISIBLE CRACKS 1 4' OR LARGER °°� _ o� SEE PLANS 4A PRIOR TO OVERLAY (TYP.r COLD PLANE SURFACE 1. All details and dimensions for traffic striping and markings and the installation thereof shall conform FOR LOCATION to Caltrans, Standard Specifications, Traffic Manual, Maintenance Manual and Standard Plans and City RE110VE RESIDUAL AC LEFT BY COLO PLANE Standard plan no. 133, unless otherwise approved or directed by the City Engineer. CHURCH STREET - TYPICAL CROSS SECTION . "OINT FOR o PROVIDEAFULL DEp1Fl Burr 2. Procedures for painting of striping and pavement markings and installation of pavements markers shall 19+00± T022+50± AND 27+00± TO 44+00 ± NTS OVERLAY JOIN DETAIL "B" conform to the Standard Specifications for Public Works Construction and the following provisions. S'LY N'LY NTS s4• A. All pavement markings shall conform to the city maintenance stencils, (S.A.E) unless otherwise noted. 32 32' 2 30!B. All conflicting traffic striping and pavement markings shall be removed by WET SANDBLASTING. � 0.12'ARHA1 OVERLAY 6• 9 15 C. Sufficient control points and spotting removed during sandblasting shall be replaced prior to installation 2 �. 17 EX FENS I o.3r (4")AC I of striping and markings. N.G. � 000 0.50' (s') CAB aasrAc ?6go Now __F D. All control points and spotting removed during sandblasting shall be replaced prior to installation of — — — —+- striping and markings. �� � �� NOTE. SIAMADE 90%NN. COMPAC71ON � 0000 _000 E. All control points and spotting shall be inspected and approved by the City Traffic Engineer prior to — 0 13 8 SECTION 'A' NTS 0 0 ROUTE VISIBLE CRACKS 1 installation of new or replacement striping and markings. LAR12 PAVING REPLACEMENT DETAIL 4' OR GER N F. All striping and pavement markings installed on new road surfaces shall be approved low VOC type, PRIOR TO OVERLAY (TYP.� 4 CR SEE PLANS LOCATIONS 2 4 .� L6 the 15 mil thick (wet). Installation shall be in two coats with the second a minimum of two weeks after � first, unless otherwise noted. CHURCH STREET - WIDENING J `n DESCRIPTION OF REVISION DATE APPROVED' C� N All thermoplastic striping and pavement markings shall be installed in one coat and be 10 mil thick d TYP. CROSS SECTIONS FROM 24+00± TO 26+200± NTS ' 9• P P� 9 P 9 (dry), ON AC PVMT . unless otherwise noted. CITY OF RANCHO CUCAMONGA W LY ELY Z MATCH EXIST H. Under no conditions shall a roadway be left over night, weekends or holidays without appropriate striping 22' _ 22• 18 TITLE SHEET and markings to the satisfaction of the City Engineer. 244"" 20' 20• I. All traffic striping and pavement markings shall be installed with all appropriate permits and traffic control 23 a 4 89 CHURCH STREET measures, in accordance with the city and state standards. 2 — 17 N.G �� 0 PAVEMENT REHABILITATION AND WIDENING 131__ 0 3 WING (FROM 100 ± WEST OF PASITO AVE. TO KINLOCK AVE.) J. Temporary or construction striping and markings shall be in accordance with the city and state standards and as directed by the City Engineer. , APPROVED BY: �i j" DATE: � 2 11pc�C -� /�� v , ,' CITY ENGINEER RCE: 4953 3. Street Name Signs shall be installed per City Standard Plan No. 401-A. st 1, Q OESSio 12 �b' '�� � �o � ai z XDESIGN PLAN PREPARED BY: RECOMMENDED 4. Traffic Signs shall be installed per City Standard Plan No. 401—B. 7 � F ��\ RD-1 m 4 1 o No. 24953 � CrfY OF RANCHO CUCAMONGA DRIVEWAY DETAIL j 10500 CMC CENTER DRIVE 49 a EXE. -31-07 _V RD-1 RANCHO CUCAMONGA,CA 91730 RAMONA AVENUE - WIDENING STA. 25+4.5.26 NTS sl 0IV�� ,�' CHECKED 1 4 NTS qT� E / R.C.E. NO DRAWING N0. TYP. CROSS SECTION FROM 50+20± TO 52+45± °F cp CH DATE Fu No 2069 CURVE RETURN TABLE 1 =40 CONSTRUCTION BENCHMARK: CURVE 1 " 4' LENGTH RADIUS DELTA c�. - — - _ REFERENCE ELEVATION: TC AT END OF CURB AND GUTTER O „ 92 t 92 AT THE NORTH SIDE OF CHURCH STREET STA. 26+19 C1 55.17 35.00 90'1917 4 � 4 _ - ELEvATION: 88.28' 90 7,6 - _ 90 REFERENCE ELEVATION: CONCRETE NAIL AT THE INTERSECTION OF — a 6 - CHURCH STREET AND HERMOSA AVENUE w ELEVATION: 83.44' e OR 88JP ff - TC AT NW COR. BCR OF RAMONA AVE. AND CHURCH sT ' SH REFERENCE ELEVATION:� -��-`- -- - - . • . - - ELEVATION: 89.50' - 1 T + _ , J 86 — - — - - 86 Q 23+00 23+50 24+00 24+50 2S+00 2S+50 26+00 RAMONA AVE.WIDENINO W SE N lowv � 1 co 0 Q LAUB PROPERTY u , 7 25' 3 '� 3928 CHURCH STREET y t ~ APN 1077-301-39 26+19 ± ENO CG do SW , 4 ( 8 JOIN do MATCH EXIST. Z 14 2223 W Y Y Y Y TC=88.28. FL=87.61 FL 7686 6 13 20 g 9 c -25'- 103 > 1 15 15 12 19 �a 20 19 13 15 3 7687 7688 18 Z t 7681 s 10025 CD -� 1 1 : 11 �� 17 17 1 17 N 9947 995 9967 6 - + as.5o T� c>b 4 7 16 1 > T � - - - - - - Lie - — — — — ------ _ t ` --- _ uj 140` 8' pp O z2 + 20+00 $I+pO 22+04: X3+00 24+U0 ZS 90 4+00 27+94 29+00 0+00 31 e n•• NE i as _ _ _ 0 17 2 1 - RROP4 4 ANUS 19 7 , 21 ' �, t# dcQ /Iw 2 SEL SEC710N SHT 1 r4 e �... s v T I W °� ''� 1 1 6 1 Lu H ` I 5 9856 9876 9884 9888 5 #1 i 5 7713 9944 5 10004 10011 >Q u 33 3 3 3 CH STREET 1� 3 I 25' t T4 7669 ( ;� 6 " ( 6 ( ,' 6 10031 10041 " i 10061 10069N 4 I , .mQ - -__-----_- --------- --------------- ---- - ---- --- _------__- _ ___ - 2 - -- _--- -----_--------_------ _ -Q -- _-__ _-----_---- --- _----- - -------- - = -___ __________- _ _ ___ _ _ it - - -- -- - 1• ;' ----------------------------- OREM + 7 : N �14.00 ,; 5+00 co $, 3a,oo: 39+00 O • — - - N, NX - - 40+{1041+00 H 4 7 2 13 a 250- Z Vf l � 8' _ - ❑ -- -------------- ma --- ---- ---- �� • *_ 1-• I m J +sr —sar-- LAA O H G)JI0034 414 10024 10044 5 10050 10060 10068 1 s H > �— GN EXIST ENCR'ACHING CE TO CLEAR T 5 5 5 3 THE SIDE WALK, REMOVE OBSTRUCTING TREES i OR SHRUBS AS NECESSARY. CHURCH STREET RELOCATE MAIL BOX PER OWNWER DIRECTION (REPLACE POST) CONSTRUCTION NOTES 17 PLANT 15 GAL. TREE (MAGNOLIA GRAND FLORA "SAINT MARY'S 20' SPACING AT CHURCH STREET f, 7 PLANT 15 GAL. TREE (PYRUS KAWAKAMI 'EVERGREEN PEAR") 20' SPACING 25' - 1�— 6 VAR. COLD PLANE (0.12'-0') & 0.12 ARHM OVERLAY AT RAMONA AVE (NOTE: AFTER COLD PLANE, ROUTE VISIBLE CRACKS 1/4" OR 7®—PLANT SOD IN THE PARKWAY AREA. (TO BE MAINTAINED BY THE z LARGER PRIOR TO OVERLAY) SEE STREET CROSS SECTION ON SHEET 1 PROPERTY OWNER) CHURCH STREET PARK 6 � 2a-- 0.12 ASPHALT RUBBER HOT MIX (A.R.H.M.) OVERLAY CONSTRUCT 4 A.C. OVER COMPACTED GRADE Q o a- -'r O3 ---- 25' TRANSITION— VAR. COLD PLANE (0'-0.12') AND 0.12' ARHM OVERLAY PER REMOVE (TREES, MARKERS, ETC.) > 1 � 25 1 Q p ----------- ---e ----------------------------------------------- ____ DETAIL (SEE OVERLAY JOIN DETAIL "B" ON SHT 1) m = ` --__--_--------- ------- --------- --- - . ------ --- --------- -- �INSTALL IRRIGATION LINES, HEADS, CONTROL VALVES AND CONNECT TO •a "__ ___ �__' ° ° s �4 -- SAWCUT AND CONTRUCT NEW PAVEMENT AS SHOWN ON PLAN AND SECTION THE PROPERTY OWNER EXISTING IRRIG. UNES. COORDINATE WITH - DESCRIPTION OF REVISION DATE (0.12' ARHM SURF. COURSE OVER 0.37' A.C. AND 0.50 CAB., SEE SECTION "A") THE PROPERTY OWNER PRIOR TO THE INSTALLATION IRRI. LINES ETC. $ 15` MATCH ADJACENT GRADE NOTE: THE PROPERTY MAINTENACE.OWNER IS RESPONSIBLE FOR IRRIGATION AND qe"t+oo 4 4a�oo 2 43+00 4a+* �'------'''- 45+00 CITY OF RANCHO CUCAMONGA 5�— ADJUST WATER/GAS VALVES TO GRADE @_ INSTALL ST. LIGHT CONDUIT WITH PULL ROPE, PULL. 80X, TRENCH AND BACK FILL ,Q _ _ - ; PER SCE PLAN DWO# 6830-4279 H PAVEMENT PLAN 6a-- ADJUST MANHOLE TO GRADE &—INSTALL STREET LIGHT 5800 LUMEN (BY SCE) t`> t•- �— 06 SAWCUT TO 0.12' TO JOIN �INSTALL 2—COURSE CONCRETE BLOCK SLOUGH WALL PER STD. DWG. NO. 605 Z _ _ _ CHURCH STREET a8 — CONSTRUCT 12' DRIVE APPROACH PER CIN �---s' TAPER AT THE END OF CONCRETE BLOCK SLOUGH WALL FROM 16' To s' HT 8 —� - s` f==la�o° � — -� `` ___= PAVEMENT REHABILITATION AND WIDENING LEGEND: W a STD. DWG. 101 (TYPE R-1) 23 REMOVE AND REPLACE (WITH NEW) ALL CHAIN LINK FENCE ADJACENT TO THE SLOUGH WALL H 1 1 t W I — (FROM 1 00' -i- WEST OF PASITO AVE. TO KINLOCK AVE.) 9�— PROTECT IN PLACE i ( �oFEssiv VAR. COLD PLANE(0.12 —O'AND 0.12 ARHM OVERLAY. ( t O � APPROVED BY: DATE: @—RELOCATE POWER POLE (BY SCE) MOTE: AFTER COLD PLANE, VISIBLE Ks 5 T� ��. �� .y 1/4' OR LARGER PRIOR TO OVERLAY.) /01/14 11 RELOCATE STOP SIGN 24 INSTALL 3' AND 4' SCH. 40 PVC SLEEVE PER CITYCHURCH STREEt ti`s/3 Fr �� CITY ENGINEER Lj RCE: 4953 25 INSTALL 3' ELECT. CONDUIT WITH PULL ROPE STD DW W No. 24953 DESIGN PLAN PREPARED BY: 1@? -- CONSTRUCT CURB AND GUTTER PER CITY STD. 104, A2-8 0.12 ARHM OVERLAY OVER EXIST. SURFACE � C� E"P' 12 3i 07rq RD-1 FROM EDISON PULL BOX (LOCATED AT NORTH SIDE W/O * * CITY OF RANCHO CUCAMONQA (NOTE: AFTER COLD Pu�NE, ROUTE VISIBLE cRACKs PARK DRIVE APPROACH) 36' MIN. DEPTH 1�-- CONSTRUCT 5' SIDEWALK PER CITY STD. DWG. NO. 103 1/4. OR LARGER PRIOR TO OVERLAY) '�' CIv►�- DRAWN 10500 CIVIC CENTER DRIVE °! NOTE: INSTALLATION SHALL BE DONE BY EDISON S APPROVED 7� 1O4 --CONSTRUCT SINGLE HANDICAP RAMP PER CITY STD. DWG. 102 CONTRACTOR OR SHALL HAVE AN APPROVAL TO ENTER EDISON'S BOX. OF CRD-1 RANCHO CUCAMONC3A,CA 91730 2 cw 4 SAWCUT AND CONTRUCT NEW PAVEMENT AS SHOWN ON PLAN AND SECTION (0.12' SURF COURSE OVER 0.37' A.C. AND 0.50 CAB.) SEE SECTION "A" CHECKED R.C.E.. No ORA 069 OTE FILE NO HOR. 1 "=20' VER. 1 "=2' 20� PR POS fl . F --- — -- __ —� SCALE: 1 " - � 6LJLJ -- — F C. .EFSa �, Q — r �- — — CURVE RETURN TABLE - N - - -- CURVE LENGTH RADIUS DELTA _ -- --- - ----- - - - --- --- _ _ ___ .- --- - _ -__ - - - _ — --_ _— - - - --==- _-- ---- - -_ --_- -- 92 3 _ - 92 C1 55.17 35.00 90°19'17" - _ - - - aS - ! - - LO CONSTRUCTION BENCHMARK : 90 - - 5 : 1 7 , - -- - ---- - ---- - - - --- -- - 90 - - 0 o i� !; it- - REFERENCE ELEVATION: TC AT END OF CURB AND GUTTER N ;' AT THE NORTH SIDE OF CHURCH STREET STA. 26+ 19 - - - -- _ ELEVATION : 88.28 - . _ �-- -- CN 92 OR REFERENCE ELEVATION: CONCRETE NAIL AT THE INTERSECTION OF CHURCH STREET AND HERMOSA AVENUE - - 90 - -- _ _ -- - -� - - - Ix Ro osF - Ely r c. 90 ELEVATION: 83.44 - -- - - - - - - X P. - - 50+00 50+50 51 +00 51 +50 52+00 52+50 53+00 CHURCH ST CONSTRUCTION NOTES SEE CONT SHT Z FOR CHURCH ST IMPROVEMENTS (D-- 6' VAR. COLD PLANE (0.12'-0') & 0.12' ARHM OVERLAY i i00 ' I (I (NOTE: AFTER COLD PLANE, ROUTE VISIBLE CRACKS 1/4" OR i ;I II 1 LARGER PRIOR TO OVERLAY) SEE STREET CROSS SECTION ON SHEET 1 + 20--- 0.12' ASPHALT RUBBER HOT MIX (A.R.H.M.) OVERLAYko I " 6 i i 25 TRANSITION- VAR. COLD PLANE �0 -0.12 ) AND 0.12 ARHM OVERLAY PER CO DETAIL (SEE OVERLAY JOIN DETAIL B" ON SHT 1) 00 i it 4�-- SAWCUT AND CONTRUCT NEW PAVEMENT AS SHOWN ON PLAN AND SECTION (0.12' ARHM SURF COURSE OVER 0.37' A.C. AND 0.50 C.A.B., SEE SECTION) I i MATCH ADJACENT GRADE, SEE SECTION "A" {I �— ADJUST WATER/GAS VALVES TO GRADE ADJUST MANHOLE TO GRADE „ 4" Q --- SAWCUT TO 0.12 TO JOIN RAMONA VEx 08 --- CONSTRUCT 12' DRIVE APPROACH PER CITY STD. DWG. 101 (TYPE R-1) Y --- ------- STD. -_______ ___-_--- ____ -_-__ 9a-- PROTECT IN PLACE ------- -- - -- ----------- ------- ---- -- --------------------------------- 1®--RELOCATE POWER POLE (BY SCE) 11 RELOCATE STOP SIGN 1�2 — CONSTRUCT CURB AND GUTTER PER CITY STD. 104, A2-8 r , 50+00' - - - 1-- CONSTRUCT 5 SIDEWALK PER CIT Y STD. DWG. NO. 103 1 CONSTRUCT SINGLE HANDICAP RAMP PER CITY STD. 102 W v'S 1 ALUGN EXIST ENCROACHING FENCE TO CLEAR Wv'S .- o THE SIDE WALK, REMOVE OBSTRUCTING TREES v OR SHRUBS AS NECESSARY. _ _ -- - ___ _ _ _ _ _ _ _ _ - - - - - W V S ��_ � - -- - -_ - ; -___ - ____ 1®—RELOCATE MAIL BOX PER OWNWER DIRECTION (REPLACE POST) - 1Q—PLANT 15 GAL. TREE (MANOGLIA GRAND "SAINT MARY") 20' SPACING 5 7 _PLANT 15 GAL TREE (PYRUS KAWAKAMI "EVERGREEN PEAR') 20' SPACING AT CHURCH ST. 2 AT RAMONA AVE. ONLY 10 14 TC=90.38, FL=89.71 + 7 PLANT SOD IN THE PARKWAY AREA. (TO BE MAINTAINED BY THE 11 �' I '. w 50+67 ECR 00 �>. z PROPERTY OWNER) I ,; D � o CONSTRUCT 4" A.C. OVER COMPACTED GRADE I ��o�, 7 U,_ -o I 22 23 20 13 + I � � X�s �� 17A + x � 19 REMOVE (TREES, MARKERS, ETC.) 121 2 2 > c> Cyl @—INSTALL IRRIGATION LINES, HEADS, CONTROL VALVES I S w AND CONNECT TO THE EXISTING LINES AS NECESSARY. I 2 0 COORDINATE WITH PROPERTY OWNER PRIOR TO THE i t rn INSTALLATION OF IRRIGATION VALVES, LINES, ETC. 15 DESCRIPTION OF REVISION DATE o- CITY �-INSTALL ST. UGHT CONDWT MM PULL ROPE, PULL BOX, TRENa i AND BACK FU I PER SCE PLAN DWO1 6&30-4279 1 17 A @1 —INSTALL STREET LIGHT 5800 LUMEN (BY SCE) I ;, 17 (TYP. AS SHOWN) ->,� CITY OF RANCHO CUCAMONGA INSTALL 2-COURSE CONCRETE BLOCK SLOUGH WALL PER STD. DWG. NO. 605 I 6 5' TAPER END OF CONCRETE BLOCK SLOUGH WALL FROM 18" TO 8" HT. I 1 3 PAVEMENT PLAN �-- REMOVE AND REPLACE (WITH NEW) ALL CHAIN LINK FENCE ADJACENT TO THE SLOUGH WALLLAUB 4 CHURCH STREET LEGEND; PAVEMENT REHABILITATION AND WIDENING VAR. COLD PLANE 0.12'-0') AND 0.12' ARHM OVERLAY. I ( 0 ' 1 79928 CHURCH STREET (FROM 100' ± WEST OF PASITO AVE. TO KIN LOOK AVE.) (NOTE AFTER COIR PLANE. VISIBLE RACKS I ; AA ' 1/4- OR URGER PRIOR TO OVERLAY.) I �� X OV s\O s'/f/ \ APPROVED 8Y• DATE• / �. 1077-301 -39 �IF � coo 3 r tip CITY ENGINEER RCE: 24953 0.12' ARHM OVERLAY OVER EXIST. SURFACE i7 15 - No. 24953 Z (NOTE AFTER COIR PUNS, ROUTE VISIBLE CRACKS � Rl, 7 � � DESIGN PLAN PREPARED BY: RE001iIkIFlrDEO 49 Exp. 12-31-07 RD-1 1/4. OR URGER PRIOR TO OVERLAY.) `P CITY OF RANCHO CUCAMONGA C V i DRAWN 10500 CMC CENTER DRIVE SAWCUT AND CONTRUCT NEW PAVEMENT AS SHOWN ON PLAN AND SECTION CHURCH ST of cA�.�� / RANCHO cucAMONQA,CA 91730 RD 3 4 -1 (0.12' SURF COURSE OVER 0.37' A.C. AND 0.50 C.A.B.) SEE SECTION "A" - SEE CONT SHT Z FOR CHURCH ST IMPROVEMENTS CHecm R.C.E. NO DRAWM NO. CH DATE FZ NO 2069