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HomeMy WebLinkAbout1713 BENCHMARK ELEV: 1777.264 SM NO. 10096 2" BRASS DISK IN CONIC. CURB STAMPED "CITY OF RANCHO CUCAMONGA SM 10096 1987" AT SOUTHWEST CORNER OF BANYAN AVENUE AND SAPPHIRE STREET, 30 FT. WEST OF -1y 01p , HO CUCAMO A BEGINNING OF CURB RETURN AT EASTERLY END OF CATCH ,RANC _N�L_ G BASIN. C 1, -A .4 cm Underground SAPPHI F STREET Service Alert Call: TOLL FREE 1-800-422-4133 STREET IMPROVEMENTS TWO WORKING DAYS BEFORE YOU DIG FROM MOON COURT TO ALMQiuD STREET PROP. CURB 0.15' RAC OVER 0.18- AND NOME AND GUTTER \ACOVER 4" CAB 1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard /4 CROWN 1/4 CROWNR/W I PLANA UPROFILE CROS MONS �O Specifications for Public Works Construction, (Green Book), 1994 Edition and including the S995 E� supplement. ` 1 i — j�� - E THICKNESSwo - I ARHt0-GG OVERLA`I, 0.10' MIN. STA 64+00 TO ALMOND SREET 2. Public and Private utilities and substructures shown hereon aro from available records. The , i * LHILLSID RD U I THICKNESS i SHEET 7 STA 60+00 Tn STA 66+50 Contractor shall be responsible for protecting all utilities and substructures as shown within the - -- --- I --+-------- VAK[ES „YWA SHEET 11 _ ILSON VE construction limits of this project and shall be responsible for any damage as a result of the I i• -3. - ' construction operations. i j 02X TO V,qA,,,_ I STA 52+00 TO STA 64+00 = ' 2•�G _5 '„GS •70X _ �S• SHEET 6 "°'° RT 3. The Contractor shall notify Underground Service Alert 1-800-422-4133 and the following utilities two `� ---fi 4 +,� 0 j GUT�� NOAR' °RAS STA 42+00 TO STA 59+50 — working days prior to construction or regarding any problems. ` I 1�3p��S f STA 40+00 TO STA 52+00 WAY � SHEET 10 ' ANYAN T t; W Southern California Edison Co. 9989-5861T.ala. SHEET 5 _ F�I[H:jAVE 09 UJ Southern California Gas Co. 909 335-7712 } General Telephone Co. 800 422-4132 j - - 1 59 00 COLDPLANE � Z isTN Cucamonga County Water District 909 483-7440 j _� --- __ _ STA 28+00 TO STA 40+00 � Z TORIA g SHEET 4 ST7ANY LANE STA 23+00 TO STA 41+50 w 0 -40 -30 -20 -10 0 10 20 30 NNwue AVENUE SHEET 9 Q PARK LN 4. For inspection of this project, the Contractor shall contact the Public Works Section at (909) o = STA 16+00 TO STA 28+00 EUNE 477-2740 ext. 4075, Monday - Thursday, and at least two working days prior to the construction STA 54+ 10.66 TO STA 60+73 ���+�*� i start date. SHEET 3 �a LIP OF 1/4 CROWN CONSTRUCT VARIABLE THICKNESS ETHORMOMS � STA 4+ + CHUR ST 5. A permit shall be obtained from the City of Rancho Cucamonga prior to any construction or GUTTER VARIES � VARA 1/4 CROWN _ MOON COURT TO STA 16+00 � � � � STA � � ; TE STA E$ ARHM GG OVERLAY, 0.10 MIN. U!1ALo STFATT encroachment within any City of Rancho Cucamonga easement or rights-of-way. TO _ 8 2,.QO'Xi O.O7% rQ L Vi RIES I THICKNESS SHEET 2 SUNr�o�+ STRW wF�F] 6. Duran the construction operations Sapphire m be reduced to one lane however the contractor shall 4.77X -3.92% -2.5gX T � FooTHI eLvr>= 9 Pe PP may _ T4 / LAP Of' provide flagman control during this time. One 12' Ione in each direction shall be maintained .- 4 _ `9 i G BANYAN < ❑E El 1:1�N� ER 00 CIVIevenings, weekend and all other non working times. The traffic lanes shall be maintained on COLDPLANE I - f3X I I ARROW HWY CENTDR. pavement, and shall remain unobstructed. + _t eeLtAro i SHEET INDEX MAP W , 7. A permit shall be obtained from the City of Rancho Cucamonga prior to any construction or -3O -20 -10 0 10 20 30 encroachment within any City of Rancho Cucamonga easement or rights-of-way.of any work. All LOCATIONdiscrepancies shall be reported for direction Immediately to the city. STA 8+25 TO STA 42+25 WT TO sciuE _ 8. The Contractor shall familiarize himself with all underground utilities, pipes and structures, and shall STA 46+75 TO STA 54+ 10.66 CONSTRUCT VARIABLE THICKNESS take sole responsibility for the repair/replacement, at no cost to the City, for any damage to sold ARHM-GG OVERLAY, 0.10' MIN. THICKNESS underground utilities, pipes and structures. LIP OF 1/4 CROWN 1/4 CROWN LIP OF 9. At least one (12') twelve foot wide traffic lane shall be maintained for (1) one direction of travel on GUTTER VAA%ES VARIES GUTTER Sapphire Street during the construction operations and the contractor shall provide flagman control TO -2-4-9-V TO _ VARA during this time. One 12' lane in each direction shall be maintained on all streets including Sapphire l TO 3gx 26,3 7 t Street, evenings, weekend and all other non-working times. The traffic lanes shall be maintained on I _ t • 42 �- -�_ pavement, and shall remain unobstructed. f 4. % `”` PRIOR TO OVERLAY, APPLY WEED KILL AND ALLOW TO SET FOR 14 DAYS THEN ROUTE ALL CRACKS 1/4' OR GREATER AND APPLY -30 -20 - 10 0 1 20 30 CRACKSEAL. REFERENCE CONTRACT SPECIFICATIONS 302-5.1 . EXISTING SURVEY MONUMENTATION COLDPLANECOLDPLANE All existing survey monuments that will be disturbed by this project shall be referenced and reset by LEGEND: the City's Construction Surveyor in accordance with Section 8771 of the California Surveyors Act. STA 5+50 TO STA 8+25 0 PORTLAND CEUE�Tr CONCRETE Monuments found by record search aro shown on the plans and described as follows: STA 42+25 TO STA 46+75 STA 60+73 TO ALMOND STREET 0 4" C"B' 1" I.P. C.S.M. PER R.C. TiE BOOK 2-52, SAPPHIRE ST. CENTERLINE AT BANYAN ST. (SHOWN FOR AWN--GG OR AC (SEE THE CWPLETE SET OF REFERENCE ONLY, OUTSIDE OF PROJECT LIMITS) CROSS SECTIONS ON SHEET'S 8-11) TAGGED � / CTLIMITS)ST. CENTERLINE AND STA: 6+97.92 (SHOWNFORREFERENCEONLY, OUTSIDE OF PROJECT TYPICAL CROSS SECTIONS 113- 1" I.P. TAGGED L.S. 3002 PER M.B. 124/42-44, SAPPHIRE ST. CENTERLINE AT STA 5+30.58 AND STA: 15+27.58 (SHOWN FOR REFERENCE ONLY, OUTSIDE OF PROJECT LIMITS) HORIZ: 1 "=10' CONSTRUCTION NOTES VERT: 1 f MH STRADDLERS PER M.B. 124/42-44, SAPPHIRE ST. CENTERLINE AT ROSEBUD ST. AND SUNFLOWER ST. SCALE: "=2, MH STRADDLERS PER M.B. 202/5-10, SAPPHIRE ST. CENTERLINE AND PUMALO ST. CENTERLINE 11 VARIABLE DEPTH COLDPLANE 0.00' TO 0.10' (SEE CROSS SECTIONS, SH. 8-11 AND DETAILS, SH. 11) i" I.P. TAGGED R.C.E. 8205 PER M.B. 112/68-69, SAPPHIRE ST. CENTERLINE AT STA: 12+16.49 AND STA: 13+61.61 � CONSTRUCT VARIABLE THICKNESS ASPHALT RUBBER HOT MIX OVERLAY (ARHM-GG) PER CITY STD. 100-A/MOD 1" I.P. TAGGED L.S. 3002 PER M.B. 131/72-74, SAPPHIRE ST. CENTERLINE AND THOROUGHBRED STT. (SEE CROSS SECTIONS, SH. 8-11 AND DETAILS, SH. 11) CENTERLINE 33 SAWCUT 1" I.P. TAGGED 3002 PER M.B. 153/66-87, SAPPHIRE ST. CENTERLINE AT STA: 20+25.85 AND 4o- REMOVE EXISTING AND CONSTRUCT CURB AND GUTTER PER CiTY STD. 104 DETAIL A2-8, CURB HEIGHT AND SENNET ST. CENTERLINE BT. SPK. do WASHER PER M.B. 153/66-67, SAPPHIRE ST. CENTERLINE AT STA 26+87.75 GUTTER WIDTH TO MATCH EXISTING UNLESS OTHERWISE NOTED O-- ADJUST TO GRADE 10 1" I.P. TAGGED L.S. 3002 PER M.B. 153/66-67, SAPPHIRE ST. CENTERLINE AT STA 26+88.26 D- CONSTRUCT 0.15' AHRM-GG OVER 0.18' AC OVER 4" CAB PER CITY STD. 100-^/MOD 7a— #5 REBAR TiEBAR, 30" LG. INSTALL ON 32" CENTERS. DRILL INTO EXISTING CROSSGUTTER 11 1" I.P. NO TAG PER R.C. TIE BOOK 6-28, SAPPHIRE ST. CENTERLINE AT VINMAR AVE. AND EMBED 15" INTO THE GUTTER WITH EPDXY. 12 1" I.P. STAMPED RCE 28500 PER M.B. 222/61-62, SAPPHIRE ST. CENTERLINE AT BRITTANY LANE 88 CONSTRUCT 8" THICK COMMERCIAL STYLE DRiVE APPROACH WITHOUT SIDEWALK PER CITY STD. 101 9 CONSTRUCT 4" THICK PCC DRIVEWAY 13 S & T PER M.B. 89/53-54, SAPPHIRE ST. CENTERLINE AT STA 33+54.89 AND AT ORCHARD ST. 10 RELOCATE 1" I.P. C.S.M. PER R.C. TiE BOOK 6-51, SAPPHIRE ST. CENTERLINE AT HILLSIDE RD. 11 INSTALL 15 GALLON CHINESE PISTACHE (PISTACIA CHINENSIS) TREE PER CiTY STD. 502 12 REMOVE TREE 15 NAIL AND TAG L.S. 3002 PER M.B. 217/70, SAPPHIRE ST. CENTERLINE AT STA 47+47.06 13 CONSTRUCT RESIDENTIAL PCC DRIVE APPROACH WITHOUT SIDEWALK PER CITY STD. 101 16 PK NAIL 0.04' E de 0.12' S PER M.B. 217/70, SEE PLAN AT STA 47+48.94, 0.04'R 14 REMOVE EXISTING MAILBOX OR COLUMN AND CONSTRUCT NEW MAILBOX OR COLUMN TO MATCH CITY 15 SAWCUT AND BREAK INTO EXISTING OUTLET DRAIN. RECONSTRUCT OUTLET PER CITY STANDARDS 300, 304, AND 305. DESCRIPTION OF REVISION DATE APPRONEU. 17 1" I.P. TAGGED R.C.E. 17788 PER M.B. 132/1-3, SAPPHIRE ST. CENTERLINE WHIRLAWAY ST. SOUTHWEST WALL TO BE 30 DEGREES TO STREET. CURB OPENING 18'. NO HORIZONTAL PROTECTION BAR FROM SOUTHERLY 18 2" I.P. TAGGED LS. 3002 PER M.B. 133/33-34, SAPPHIRE ST. CENTERLINE AT STA 50+78.76 END WALL TO FIRST UPSTREAM VERTICAL SUPPORT BAR. LAP NEW STEEL 24' OVER EXISTING STEEL CITY OF RANCHO CUCAMONGA 16 CONSTRUCT LOCAL DEPRESSION PER CITY STD 307, CASE "A", H-3", II L-4', K-8', H1 TO MATCH FIELD CONDITIONS 19 I- I.P. TAGGED L.S. 2386 PER M.B. 133/33-34, SAPPHIRE ST. CENTERLINE AT VICARA DR. 17 CONSTRUCT 3" THICK AC DRIVEWAY OVER NATIVE 18 JOIN EXISTING PIPE BEHIND R/w INSTALL CURB DRAIN PER APWA STD. 150-1, CASE II INLET, N-1 4" PVC SCH 40 PIPE. TITLE SHEET PK NAIL PER M.B. 133/33-34, SAPPHIRE ST. CENTERLINE AT STA 54+10.26 ALL INVERT ELEVATIONS MUST DRAIN TO CURB 21 PUNCH MARK ON SPK. PER M.B. 134/10-11, SAPPHIRE ST. CENTERUNE AT STA 55+68.95 STRIPING NOTES - SAPPHIRE STREET 19 INSTALL REF-ECTANT HYDRANT MARKER PER CiTY STD. 134 STREET IMPROVEMENTS NAIL AND TAG R.C.E. 4444 PER M.B. 133/33-34, SAPPHIRE ST. CENTERLINE AT LA SENDA RD. 20 PAINT 4" SOLID YELLOW CENTERUNE, WiTH TYPE D REFLECTORS, PER CiTY STD. 133 EAST SPK. 0.65' N. HEX BOLT 0.41' N. NAIL do TAG L.S. 2386 0.30' N PER M.B. 233/57-60, 21 PAINT DOUBLE YELLOW CENTERLINE, WiTH TYPE D REFLECTORS, PER CITY STD. 133 FROM MOON COURT TO ALMOND STREET SAPPHIRE ST. CENTERLINE AT STA 60+75.46 22 THERMOPLASTIC SPEED LIMIT LEGEND PER CALTRANS STD. A24C 1" I.P. TAGGED L.S. 3173 R.C. TiE BOOK 18-22, SAPPHIRE ST. CENTERLINE AT BELLA ViSTA 23 THERMOPLASTIC LEGEND PER CALTRANS STD. A24D QaOFEss/o APPROVED BY: 2 � THERMOPLASTIC 12" SOLID WHITE UNE PER CITY STD. 133 �� J. CITY ENGINEER ( RCE: 24953 3/4 I.P. C.S.M. PER R.C. TiE BOOK 2-12, SAPPHIRE ST. CENTERLINE AT STA 66+39.87 (SHOWN FOR 25 INSTALL SIGN ON NEW POST PER CITY STD. 401-8 MOD � 3� �<�Z� DEs�cN / =Lpti �R-�A�Ec REFERENCE ONLY, OUTSIDE OF PROJECT LIMITS) W / _h - REco�NM 1" I.P. C.S.M. PER R.C. TIE BOOK 2-12, SAPPHIRE ST. CENTERLINE AT ALMOND ST. (SHOWN FOR 26 PAINT 4" LANE UNE (EP STRIPE) PER CITY STD. 133 n I No. 24953 ^z+ CSB CITY OF RANCHO CUCAMONGA ��' REFERENCE ONLY, OUTSIDE OF PROJECT LIMITS) 27 PAINT 4" SKIP YELLOW CENTERLINE, WITH TYPE D REFLECTORS, PER CITY STD. 133 ` Exp. 12-31-01 OF CIVIC CENTER DRIVE 28 INSTALL CONSTRUCTION NOTICE SIGN PER DETAIL ON SHEET 11 r DRAWN RANCHO CUCAMONGA, CA 91730 SHW. BASIS OF BEARINGS Civil- / CSB 1 of 11 NO BEARINGS ARE SHOWN ON THIS PLAN. CENTERLINE STATIONING SHALL BE TiED AT THE LOCATIONS OF 29 PAINT 6 BIKE LANE INTERSECTION LINE PER CALTRANS DETAIL 39A ' EXISTING CENTERLINE MONUMENTS SHOWN ON THE PLAN. 3— PAINT BIKE LANE UNE PER CALTRANS DETAIL 39, WIDTH PER PLAN CI►1.�F CHEC KmR.C.E NO DRAW`W_ NO 31 PAINT BIKE LANE LEGEND PER CALTRANS STD. A24E JAD .�C DATE ME NO 97-03 1713 i I ! t r i I i 1 ! } ` 1 J 1 J 7 { - 6 . k 1 - _ + _ -- - - • I a 1 2 fi jVIA r + - _ - L i t I CIL VVII ( .-_ _ r r ; _ I i 1 r 1 ,tpk 1 k ; OW '�- } I j 1 i r 1 • i - ?4. .. —� I I - , � 5 N A _ _ - , r 8 - , . r , r 1 # _ - _; 1 t + __ , 5 - - i - - - i J I 4 C! - _ _ _ fi 1 y , • 1 # + } i } } N RF f -I- -� - - - - ' -� - BENCHMARK 10096 ELEv: 1777.264 } fi _ 2 BRASS DISK IN CONCRETE CURB STAMPED "CITY OF ._ .. _ _ - - i - _ _ - +- J RANCHO CUCAMONGA BM 10096 1987« AT SW CORNER .► _ _ _ _ WEST HORIZ. SCALE. 1 40 I - OF BANYAN AVENUE AND SAPPHIRE STREET. 30 FT. » _ - _ OF THE BEGINNING OF CURB RETURN AT EASTERLY CATCH BASIN, . - _ - _ _ VERT. SCALE. 1 —8 _ _ _ 4+00 - ' 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 G w PUMALO STREET c ROSEBUD STREET I 30 I 9+82.20 SAPPHIRE STREET I m �w I 12+78.47 SAPPHIRE STREET w _ N I � � � I J w MOON COURT TpE� +i; I � _ - -_�� 4+72.55 SAPPHIRE STREET ��� "�� � z §Z g QTY. (2) AT t8' s z oTY. (2) AT ''� z c U Q� 90, c 18 Q 90, 18' 1 ' Q - 0 3 a� 1 19 — �� WHITE 19 1 19 a 1 0 W J V "�' > 1- TE ��11 182.02' _ _ 0°a—�� _ 219.25' .�✓. _ 4 _ 219.29' _ _ _ 219-30_ S _ 219.25' _ _ 11 WHITE y ---- l r12"CUR8 14'GUTTER —�'-- -- - - 1 _ 8 CURB 14'GUTTER r— l _ — _ — y� !'CURB 1479MMM -- _ - - _ LLJ 0 5 I — Z 00 5+00 0 2 _ 7+00 8 0: 00 10+0 " 1 0 s 2 3 5 +00 13+ +" +00 16 V) D --- - ---- L12CURB 14GUTTER _... i\ - --, - �.. - _ - -- - --- -- - ---_- --- - - ---- - -'� - �t R 11� A ---- t2"CURB 14'GUTTER - °_ - - --� - -- - -- - - - - - - --. - co - - - --- _ - - O -12'CURS B currE --- -- - - — — — 200.1 5, 4 - 9 - 0 1 0 255' 21 1 204.2_ a 4 21 145' 4 95.75' . 21 213.50' 1 V , '� WHITE WHI WHITE WHITE N \ / WHITE Q VARIABLE DEPTFL_ r r r c r z r c - 20 r � >4 < 2 r5' COLDPLANE o — Q Q x Q �� x_ > FIELD LOCATE 5 TRANSITION 50' L ' �� ��- 7- NORTH u NORTH OF _ 18.� w s �18� �� � 3 3 — BANYAN WITH Q Q — Q ' s 0 z I c CITY INSPECTOR I a ` 1 il l 1 i V IUj z z z � D LL I ! SUNFLOWER STREET y zo i 7+79.83 SAPPHIRE STREET y 0 2 CONSTRUCTION NOTES STRIPING NOTES 1 VARIABLE DEPTH COL.DPLANE 0.00' TO 0.10' (SEE CROSS SECTIONS, SH. 8-11 AND DETAILS, SH. 11) 19 INSTALL REFLECTANT HYI h MARKER PER CITY STD. 134 DESCRIPTION OF REVISION DATE APPROVIM CONSTRUCT VARIABLE THICKNESS ASPHALT RUBBER HOT MIX OVERLAY (ARHM-GG) PER CITY STD. 100-A/MOD @,r:7- D_ 0 PAINT 4« SOLID YELLOW CENTERLINE, WITH TYPE D REFLECTORS, PER CRY STD. 133 (SEE CROSS SECTIONS, SH. 8-11 AND DETAILS, SH. 11) 21 PAINT DOUBLE YELLOW CENTERLINE, WITH TYPE D REFLECTORS, PER CRY STD. 133 CITY OF RANCHO CUCAMONGA 3a-- SAWCUT a—THERMOPLASTIC SPEED LIMIT LEGEND PER CALTRANS STD. A24C 4�- REMOVE EXISTING AND CONSTRUCT CURB AND GUTTER PER CITY STD. 104 DETAIL A2-8, CURB HEIGHT AND 23 THERMOPLASTIC LEGEND PER CALTRANS STD. A24D GUTTER WIDTH TO MATCH EXISTING UNLESS OTHERWISE NOTED 24 THERMOPLASTIC 12" SOLID WHITE LINE PER CITY STD. 133 PLAN AND PROFILE 55 -- ADJUST TO GRADE 27 PAINT 4" SKIP YELLOW CENTERLINE, WITH TYPE D REFLECTORS, PER CITY STD. 133 a- CONSTRUCT 0.15' ARHM-GG OVER 0.18' AC OVER 4« CAB PER CITY STD. 100-A/MOD 28 INSTALL CONSTRUCTION NOTICE SIGN PER DETAIL ON SHEET 11 SAPPHIRE STRfkT PAVEMENT IMPROVEMENZ 1 "=40' MOON COURT TO STA 16+00 LEGEND: Papf ESS/ APPROVED BY: DATR � o ►� �. t CITY ENGINEER RCE: 24953 PORTLAND CEMENT CONCRETE �t�\w� �� �Z o Underground VARIABLE THICKNESS ARHM-GG OVERLAY q < a o PLAN PREPARED 6Y �p o No. 24953 I" CSB CITY OF RANCHO CUCAMONGA Service Alert 0.15' ARHM-GG OVER 0.18' AC CONCRETE W ^► Exp. 12-31-01 » � 10500 CIVIC CENTER DRIVE OVER 4 CAB * DM" RANCHO CUCAMONGA, CA 91730 SHEFr Call: TOLL FREE VARIABLE DEPTH COLD PLAN 0.00' TO 010' `15� CIV1L �! cs8 2 of 11 (SEE CROSS SECTIONS AND ETAILS, SHEAT 11) - - F 1 800 422 4133 of � �''�'_ ago � -- ow►wtt�c No. --- - - Rr..E No TWO WORKING DAYS BEFORE YOU DIG JD (1�' DAM 3-9-96 FU No x-05 1713 , + t 1 I 1 i r a ! 4 I -1 x t _ + 1 mc = I - _ _i.. - ; - -- --1— - " # : r 1 1 0 , 65 # { ` } 1 � 1 I + l , j ; .1 , 1 •' � 1 � } I { i j j. i 1 { } I i I 1 , 4 1 { # "CI 1 f i ST SOWN $F � ', f I • � _.. _.«..__._ice_ ' ___- __--.''- _-'*- � _-_t__- __--_ _.__Y._.. , . . _._ : . 1 4 ; ��� Li- _ __ { – i + 1 # .� 1 f - — E 1 y). i I Y { y y t ! f 58 ! _ I - - . — _. - t i 1 E H - - , -1— i I 000 7. –�— + + – - - - - 3 I _ 1 I _ ,>� - ; ,5 1; G SURFACE t I _PROD } # { { i LNTLRtJl R I T 1 FR01�. 4, �IURI�AC LE: 1 i gl , i I : ' t - I , + + i , , Ifl + 1 ISA 416 - I ; ' - + c 1 - - - - - ; - - ; —� I # _ t �- BENCHMARK 10096 ELEv: 1777.264 + - ; , t _ - _ _ _ �' I t _ 2 BRASS DESK IN CONCRETE CURB STAMPED CITY OF , i . 1 44 w ! { „_ pj'� { _ _ ORMIC�HIO �CUCAMONGA BM 10096 1987 AT SW CORNER HORIZ. SCALE: 1 "=40 { -- 4 AVENUE AND SAPPHIRE STREET, 30 FT. WEST VERT. SCALE: 1 ~=8� '��' { ; OF THE BEGINNING OF CURB RETURN AT EASTERLY # ! CATCH BASIN, 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28- W I��ll mi W I JENNET STREET = I I I 22+62.73 SAPPHIRE STREET - ! I �� w p _ ��� `JI OTY. (2) AT _� OTY. (2) AT Iill L w w w w w w 0 WHITE w w 90 90' 18' 1 WHI c z Y z r r r � z s 0 19 !18 1 4 L " 1 19 $ 4 - - t - 88 9 Ln _ 0 �\ N 222.02 _ WHI = 215.91 _ _ 206.96' �j 102.01' = - 97.82' .x. 97.82' — — _ 145.48' J - _ X5.82 � - - - - Lv � Lp v'' �,— �up / r aICVRB 14•GUTTER �-- W W N r< Uj 5 <.:. o .:� --. ��_ � �.::� Cil=_ 1 �,. ,r� �:: 2 50:1 TA�> _ + 0 18+00 _ _ 19 0 _1 0 \20+'00 L .; 21 + - 2� fl0. _ 00 24+0 _ _2 +0 +00 27+ — - (�( _ e 5 (� .-G�L .. .. �-/_- - 1�1-_� �. �l.-.LL W - _ _ - - - - - - - ` 12•CURB 14"GUTTED -_ - 1.1 U w - __ _— - -__- - _ - _ -__ - - -- - -- __-___ __ _ _ --_ _ _ -_ - _ - -- _ _ WCL - - w �- lI'CURB 14'GUTT[A � 2 CURB 2 'Gu' R _ rb �� y— f U �-- 75 f 213.70' 206.29' R o° R 165' 54' 1577- V) 107.96 V Q J 21 4 �t i 0 21 1 21 4 1_` ✓ 1 9 21 30 30 5 30 r 6" 4' y w 5 6" WHITE Q WHITE - m CL WHITE c 18' 18' X18' 1 3 L Q 200' - THOROUGHBRED STREET 17+79+74 SAPPHIRE STREET , CONSTRUCTION NOTES STRIPING NOTES &— VARIABLE DEPTH COLDPUWE 0.00' TO 0.10' (SEE CROSS SECTIONS, SH. 8-11 AND DETAILS, SH. 11) 19 INSTALL REFLECTANT HYDRANT MARKER PER CITY STD. 134 DESCRIPTION OF REVISION DATE cxnr CONSTRUCT VARIABLE THICKNESS ASPHALT RUBBER HOT MIX OVERLAY (ARHM—GG) PER CITY STD. 100—A/MOD 21 PAINT DOUBLE YELLOW CENTERLINE, WITH TYPE D REFLECTORS, PER CITY STD. 133 o- (SEE CROSS SECTIONS, SH. 8-11 AND DETAILS, SH. 11) 22 THERMOPLASTIC SPEED LIMIT LEGEND PER CALTRANS STD. A24C CITY OF RANCHO CUCAMONGA '_ SAWCUT 23 THERMOPLASTIC LEGEND PER CALTRANS STD. A24D ADJUST TO GRADE �4 THERMOPLASTIC 12" SOLID WHITE LINE PER CITY STD. 133 25 INSTALL SIGN ON NEW POST PER CITY STD. 401-8 MOD. �— PLAN AND PROFILE 29 PAINT 60 BIKE LANE INTERSECTION UNE PER CALTRANS DETAIL 39A 30 PAINT BIKE LANE LINE PER CALTRANS DETAIL 39, WIDTH PER PLAN � SAPPHIRE STREET PAVEMENT IMPROVEMENTS 1 "=40' STA 16+00 TO STA 28+00 LEGEND: PaoFESS/a14 \ APPROVED BY: DA ` PORTLAND CEMENT CONCRETE '�i� V� J• CITY ENGINEER RCE: 24953 t � Underground �`' �� �r p � rJAN PREPARED 6Y � C= g "' VARIABLE THICKNESS ARHM—GG OVERLAY Service Alert - No. 24953 0.15' ARHM—GG OVER a18' AC CONCRETE �' Exp 12-31-01 � CSB CITY OF RANCHO CUCAMONGA • 10500 CIVIC CENTER DRIVE OVER 4 CAB * DRMWN RANCHO CUCAMONGA, CA 91730 SHIM Coll: TOLL FREE ARIABLE DEPTH COLD PLAN .00' TO 0 10' `� CIVIL �� CSB 3 of 11 1 -800-422-4133 SEE CROSS SECTIONS AND /JLS, SHEff 11) OF �``f CHECKM TWO WORKING DAYS BEFORE YOU DIG JD � ��� �� � �� 3-9-9a FU No �—� 1713 PROP TC 1983.33 TC 1 2.33 FL i . 94.64 TC . , ; - ; - - + •; - _ .;- _ _ _ _ _ �•, 198 .97 FL ; , , } i , I i ; ! 1 f I ; I T + t I 1 ? : { 1 , ' (. 1 } r I i 1 i i 1 PI PILO ° 1 ; ..'. 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Y } z Ni'F1 FfR 1 ' FT f k I 1 - - f - - ` -- - - - '4 -4 l9 C CR 19179. 9 FL ' r F++ I 1 80• ; ' ; ; I , i I # I t I iA�1 t t rt -i JOIN EXIS11NIG AT STA 3 +25.2 {- � _ . � E:��ST�NG � 2� � } r- - -- -- I 1 : 1 , I I , J I i 1 1 t cV I ' 1 ' , 7i 3 ----- ___. -.. __ _1.__ ._.. -- - ---- _--- _--- 1_ _ - -- -_ _ _ _ __- _-_ _ +_ I + + __. _ --�. _ -- _ -�- -- _ _ ._ _ ___ __ ___ _ __ + -_ _. _ fi t i } # 1 -� I fi � �- -} - --�- - - - TC PROFILE 2!2 __� 1 I i } I r 1 i . j Zf� i + 1� f ' f 1 i I I I } 1 k ; r + . 4`7y"4 �FtOWN F1NtiSNEa PR�7f tLE 11 + - _ - - - -" - -1- i - I, . ,__ u� z�,/w� __ f _ __ F _ __ _ -_ _ - _ _ _ + } ft (euRe OtfTLET); x i 1 f : k �j,30 1 1 f_ W - 1 I i I 1k 1 / ; 1 g2 + ; I I I 1 1 i { I } i k 51 i 66g i ! - r ' , Mtn + _ ___ _�_ ,._-- .__- _-- .-_ _.E _- _ ___-.j_ . 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Z5 - I - - - - I IRt..1 , { I , k ti -- 1 _.1_ -J - - - - - - -- - - - _ - 1 i i � . . . _. 11 . }— ' ' ? � 1 I � i 4 i• k tt t : 1- - - .-. -- - - - - - - - , I I l i J 1' - - 1- } fi_ --+ - -- -- — -- - _ I - ` - - _ ' EMT N W��� i } 8 k ' I 0 1 I 1 a f ! I I t a i ; i { l�Q Ly `J I`y7 , • , I� �kAC� o 1d T _ - - _ , f , i A 1 - - 40 _ _. F I 1 1 , . � 1 i ff ii f , t IP. 1 4 CW�N t� AGE 1 IGHT t {i ; I I P P , 1 ! /4; 4 } 1 J�4 FlNtS ,SURF0 I 1 1 ! 1 ; } h PROFILE' 10' I 1 / I a! 1 I I 1 Ich 1 { 1 7 f 1 1 ' � J , _ .. 1OR } t ;CRO -1/4 - Mow — i I k , 6 i I ; I 6 't I 1 -- a I ( } � 1 , � _. 4s 60 i } 1.__--- ._- ._.- _. � __- �__-- ___-- I I 1 - i - __._ __ -1_-- _ _ _ _ __ _ BENCHMARKELEV: 1777. 64 i i } 1 - ; } } 1 _ 1 — } _._x_ 10096 : : i 1 , « { 2 j i # 2' BRASS DISK IN CONCRETE CURB STAMPED 'CRY OF • _j} _ T._ - RANCHO CUCAMONGA BM 10096 1987 AT SW CORNER » � � , ; � ! � } ; ! � i { I , I � I r `-;' -� �- I--- -- -7- t HORIZ. SCALE: 1 40 ; ' 1 { i } ! 1 ij #__-.-� ,-_--� ._ 1_"_-.- __I -__ __ _-- _-_ __.-- -_-- _-- __ _- __-_+_- _ -! -- -_- ____ ._-_ __�____ _- _ _._ _-_" __-_ ____i___ ___. _�____ ____ __. - ._. .__- i- " } , i 1 E G A ' OF BANYAN AVENUE AND SAPPHIRE STREET, 30 FT. WEST » i 4 l I 1 f t I I 1 t - t T. - ---� " VERT. SCALE: 1 =8 f , _ l } OF THE BEGINNING OF CURB RETURN AT EASTERLY 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 VIN MAR AVENUE 151 - tr w 23+63.68 SAPPHIRE STREET 0' , , z2' 3 �i . 4 z z Z LL1 I 3 14' 3 41 m �'m QM 3' GUTTER � ovMzv } WHITE �o * � 11a 0 Th'E t u: w 9 30` u, Ij 3 w w L i w 5 3 _•cp Z=,0 a 9 ' 1 WHITE Q Cr 7 1 5 cp M o V +p WHITE � w Er O 0 5 �. 18` I 1$. yy�1 F 1 77 1 R81 4 Q': ; w '�epi w w 1 5 5 R81 _ + R2 R81A + 4 r �`' 4 LJ <�� �1 1 136.09' �� 115' 105' 6 o yr + -- _ _ �_ _ _ _��5_ _ _ 202.69_ _. X o o N o 200.01' _ _ _ u f q � U � - a ReP - N F— - d �!B"CfjMB 18"CUTT :1 - 1 U i1 h i 'CURB 18'GVhtER -- ffCtfR� 8'CURBOtOGUTTER �" ,8 � 1 ` ' ! H ; LLJ f L.1J - - / /� LTJ W - _ - 5 , v 1- o� N 1 s _ - - - - _ 18 CURB ENI Cn 9+00 30+ 32+00 33 0 - �- - 0 _ 1� - - - - - - - - �� - -- - - J + 34 00 5+ G c. 3 00 AC BER __ -'�� 'a. ! - - - /. // O� • - _\\, G L 8"CURB ,8"GUTTER - _ - � Lit"CUR 2l"GU ER v � � e U 1 • I _ _ � B CURB ER R6 U I t � 18 L 1 TT �8 29 30 111 1 94' 21 P 23 21 30 30 312.Q6' 202.5'' 1 21 R 31 f,l', fir: R 201.99 21 R ► 1 3 s198 30 30 21 1 31 v / Q WHITE 4" - ) o WHIT 4" _ z WHITE 4 Q �J 19 c _ z w u LJ t, QTY. (2) AT -''(3TY. (2) T 1 z - - az �� �_J 1' �� 19 �' 4 r L' WHITE g 4" YMHITE �� w �i u w w - w -- C7 L-�1 W J W Cu 1 Lj 90' -1 90' + oo< + t F �. 200' z - Lu�Z I Qt 0 1 QTY.902) AT W WHITE 190' z s *, �I II Q ORCHARD STREET 35+87.37 SAPPHIRE STREET z I BRITTANY LANE 30+29.95 SAPPHIRE STREET = U mi I 0 CONSTRUCTION NOTES STRIPING NOTES I VARIABLE DEPTH COLDPLANE 0.00' TO 0.10' (SEE CROSS SECTIONS, SH. 8-11 AND DETAILS, SH. 11) 19 INSTALL REFLECTANT HYDRANT MARKER PER CITY STD. 134 DESCRIPTION OF REVISION DATE CITY CONSTRUCT VARIABLE THICKNESS ASPHALT RUBBER HOT MIX OVERLAY (ARHM-GG) PER CITY STD. 100-A,/MOD 21 PAINT DOUBLE YELLOW CENTERLINE, WITH TYPE D REFLECTORS, PER CITY STD. 133 APPROVED: (SEE CROSS SECTIONS, SH. 8-11 AND DETAILS, SH. 11) 22 THERMOPLASTIC SPEED LIMIT LEGEND PER CALTRANS STD. A24C CITY OF RANCHO CUCAMONGA 33 SAWCUT 23 THERMOPLASTIC LEGEND PER CALTRANS STD. A24D t� REMOVE EXISTING AND CONSTRUCT CURB AND GUTTER PER CITY STD. 104 DETAIL A2-8, CURB HEIGHT AND 24 THERMOPLASTIC 12' SOLID WHITE LINE PER CITY STD. 133 GUTTER WiDTH TO MATCH EXISTING UNLESS OTHERWISE NOTED 25 INSTALL SIGN ON NEW POST PLAN AND P R 0 FI LE 51 5 ADJUST TO GRADE 28 INSTALL CONSTRUCTION NOTICE SIGN PER DETAIL ON SHEET 11 6�- CONSTRUCT 0.15' ARHM-GG OVER 0.18' AC OVER 4" CAB PER CITY STD. 100-A 29 PANT 6' BIKE LANE INTERSECTION UNE PER CALTRANS DETAIL 39A SAPPHIRE STREET PAVEMENT IMPROVEMENTS 77 #5 REBAR TIEBAR, 30' LG. INSTALL ON 32" CENTERS. DRILL INTO EXISTING CROSSGUTTER AND EMBED 15' INTO THE GUTTER WITH EPDXY. 300 PANT BIKE LANE LINE PER CALTRANS DETAIL 39, WIDTH PER PLAN l 1 "=40' 12 REMOVE TOP AND CURB ADJACENT SIDE WALL OF CURB OUTLET DRAIN TO THE LIMITS SHOWN ON THE PLAN 31 PANT BIKE LANE LEGEND PER CALTRANS STD. A24E STA 28+00 TO STA 40+00 15 SAWCUT AND BREAK INTO EXISTING OUTLET DRAIN RECONSTRUCT NEW OUTLET PER CITY STANDARDS 300, 304, AND 305. SOUTHWEST WALL TO BE 30 DEGREES TO STREET. CURB OPENING 18'. NO HORIZONTAL PROTECTION BAR FROM SOUTHERLY ---- END WALL TO FIRST UPSTREAM VERTICAL SUPPORT BAR. LAP NEW STEEL 24' OVER EXISTING STEEL. LEGEND: QRpFES3�� i4PPR0�p BY; DA - - 16 CONSTRUCT LOCAL DEPRESSION PER CITY STD 307, CASE A , H-3", M-39, L-4'. K-8!, H 1 TO MATCH FIELD CONDITIONS PORTLAND CEMENT CONCRETE �f,� �,� J. CITY ENGINEER RCE: 24953 3' p DER" LAN R, AREG BY: o Underground ® VARIABLE THICKNESS ARHM-GG OVERLAY h `�. 24953 = `'. � p E P �� Service Alert W CSB CITY OF RANCHO CUCAMONGA Mff JACK 0.15 ARHM-GG OVER 0.18 AC CONCRETE Exp, 12_31-01 �' 10500 CIVIC CENTER DRIVE OVER 4 CAB * * DiAW RANCHO CUCAMONGA, CA 91730 SET Call: TOLL FREE VARIABLESDEPTH COLD PLAN TO T 0101) �4 0 V11. ��� CSB 4 of 11 1 -800-422-4133 (( of CM.%* a�acEn R.C.E. NO 3037 MAWM No TWO WORKING DAYS BEFORE YOU DIG JD o� 3-9-9e � W �� 1713 _ , _ + _ I ' _ � t t , ' ' i i � i 1 I ; i i 1 , {{ r , , , t i t _ t f i 1 t - _ wwo _ t -- - -- — ZJLN Z, f'ik t 4 VVhi , �_ r it 1 ;r. t ? ; I i 4L� 1 r I f i i 1 i 6j. i ; 1 8 I 1 _ _ - n i I ' , i PROP. 14 ;CR ISHED E 1 f — - -- --; — — -- - - - S ,gyp { ) S 'S 3fl { 1 _ ' f , ` h : . �- t • j _ , t O f t SUf IFA 1 ; , f , t , VR _ a ArK t t _ I { ; i : �,. _ i - j S j i 1 1 i { i r , + , t I 1 _ I I ' ` 1 I ' ; ' i !{� ' i 0 ± � 1 ` i 1 , i i ►"' , 4 t { i i ' a - , UNt `� �� , I 1 « -.- �'iz t I 1 A --�- _ - _ ii k IREAcs } 4 # 4, j , 1 _. : _ i 1 - �. !/1 CROWN FINP LAI 9pw I I { ! } { '� _ t _ —' I r , ` t . - --+- f - - - _ -- -- , • , • 1- , : -�-- r F _ ; ELEV. 1777.264 i I t 2" BRASS DISK IN CONCRETE CURB STAMPED "CITY OF L i. L. w4iz6 { - S- --�-- -- --r- -- j- - - - - f 4- t + -;-- RANCHO CUCAMONGA SM 10096 1987 AT SW CORNER HORIZ. SCALE: 1 "=40' i # # t i r OF BANYAN AVENUE AND SAPPHIRE STREET, 30 FT. WEST VERT. SCALE: 1 "=8' I - 1 - OF THE BEGINNING OF CURB RETURN AT EASTERLY CATCH BASIN. 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 HILLSIDE ROAD Q WH IRLAWAY STREET REPAINT0 EXISTING 40+50.42 SAPPHIRE STREET I 3 I 49+65.54 SAPPHIRE STREET O I I' STRIPING I J W w W Lj0 of ofU WHITE 22' 2' W w W W Q WHITE 1 s 4 -T 4 4 19 5 fig' 0' 25' 244.66' .— 165' 165' !/� I 4 103' 106' (I) - - ro � �e'cuae zs'cuTrEa77 g _- u / T ` J _ W _���/ ` T W T W R '- PE p �1 _ 5 4 s;. 3 00 0 .4 + 47 LJ LLJ 5 6 O,, � � 0 4 r T W O - µ - =F _ AC BER \ F 21' G 7FR_ L _L L L.L . tea— _ `AC BERM U ,Wn — 5 - - - - - _ �_ 200' 100' '�/* 163.15'± 100' '�/� Q 21 1 100' 1 10 �3' 0 110 �3' 0 1 10.73' 1 z � _ 0 19 WHITE 19 WHI W W - MZ w QTY. (2) AT cc 4 00< - - WHITE z 90' G 0 +a Q +a 0 1 7 QTY. �(2) AT a 0 J > <o 90' APART (lL � ° \`� I FIELD LOCATE TO 617 THE EAST WITH J CITY INSPECTOR I J I I CONSTRUCTION NOTES STRIPING NOTES 10--VARIABLE DEPTH COLDPLMIE 0.00' T'O 0.10' (SEE CROSS SECTIONS, SH. 8-11 AND DETAILS, SH. 11) 19 INSTALL REFLECTANT HYDRANT MARKER PER CITY STD. 134 DESCRIPTION OF REVISION QATE My 2a- CONSTRUCT VARIABLE THICKNESS ASPHALT RUBBER HOT MIX OVERLAY (ARHM-GG) PER CITY STD. 100-A/MOD 20 PAINT 4" SOLID YELLOW CENTERLINE, WITH TYPE D REFLECTORS, PER CITY STD. 133 (SEE CROSS SECTIONS, SH. 8-11 AND DETAILS, SH. 11) 21 PAINT DOUBLE YELLOW CENTERLINE, WITH TYPE D REFLECTORS, PER CITY STD. 133 C� OF RANCHO CUCAMONGA 3a-- ADJUST �—THERMOPLASTIC SPEED LIMIT LEGEND PER CALTRANS STD. A24C ADJUST TO GRADE 23 THERMOPLASTIC LEGEND PER CALTRANS STD. A24D 24 THERMOPLASTIC 12' SOLID WHITE LINE PER CITY STD. 133 PLAN AND PROFILE 27 PAINT 4" SKIP YELLOW CENTERLINE, WITH TYPE D REFLECTORS, PER CRY STD. 133 28 INSTALL CONSTRUCTION NOTICE SIGN PER DETAIL ON SHEET 11 WIPHIRE STREET PAVEMENT IMPROVEMENTS 29 PAINT 6" BIKE LANE INTERSECTION LINE PER CALTRANS DETAIL 39A 1 "=40' a-- PAINT BIKE LANE LINE PER CALTRANS DETAIL 39, WIDTH PER PLAN STA 40+00 TO STA 52+00 LEGEND: c T1 E JS�q � APPROVED BY: DATE. - a . POFD CEMENT CONCRETE ' �, CITY ENGINEER RCE: 24953 v t o Underground DESIGN PLAN PREPARE[ e�: g VARIABLE THICKNESS ARHM-GG OVERLAY - OVER n No. 24953 Service Alert W CSB CITY OF RANCHO CUCAMONGA mtt �A& 0.15 ARHM GG OVER 0.18 AC CONCRETE Ex 12-31-01 w � p � 10500 CIVIC CENTER DRIVE OVER 4 CAB */ MWN RANCHO CUCAMONGA, CA 91730 SHEET Call: TOLL FREE ARIABLE DEPTH COLD PLANE.0.00' TO 010' `� CIV11. �r CSB 5 of 11 SEE CROSS SECTIONS AND AILS, SHE�'T 11) O, �%-%*- 1 -800-422-4133 _ C I,C,E, W 3 937 DMW14G NO. TWO WORKING DAYS BEFORE YOU DIG JD 1� DATE 3-9-98 ME NO �—QL 1713 EXISTING o U , , 1 - - -- ' _. 1 } _ _. t RdP. TC -PROFILE 22 FX , i 22` tE1`'fi: op � ? 1 .�. � T. j � + ! , � � � •- O+T ^ ,$ ROP. � CIO� � t U0 '�. SiING TCs j 1 f j j i f t G GR�iDE 2 ' { t { 1� 1 I Da , t I O r 4 7 lee , • t t t i ` j , + X F j « i , : ; , i 1 I , ` W t i �7�AAAAAAG ' { ' AL1 ' < i i I .. 1 Q } 1 Q !- �� � 1 .. - _ S 1. �Ap I 1 J- � �XI TING 4- C14 } I 2 9- + + - - _ _i_ __ �- .t _ .. -, }} t t— ( 1 W < , � i � �i� — i } t I ii { I i ► ! o I ; a i N _ tp { a Z _ _ -. ..t - I F g. i I { } , I f t 1 OR V) t i _ I ; { , { tN + , (i� Vf ILG i t Q1 i CD 1 2 V) , , , ' ; _ -. .-. _ _ ._ - _ f t t4CR i tip Rpt O t t , , t f i 1 I I y { � I I ! 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FiNiS E , I ; I SURF E PR Fl - - 1 - SURF 1 j -fi- ,� I - -- - -� - -4 ,� Ti- 1 - - '6 1 t i 1 i ! ; t _ - - - s i {r , r � .�.. _�. _. _ '-- .}.._ _{_ _ _ _ _{._ �._ _ ._�.. .��_t.. _<+... _ .,* �_.�-_ _.� _ 1 COMRt_fi�t 2' ; ,k -� _ -i- - - ' -- -' - -- - - 9 - - - - _ - - 5 1 . - _ 5 + - - - - -- -► - - - - _ t - -- - - -1 - i - - : - _1 -_ - - - - - - - - - - � � + � — I � t � I i i � + i 1 f � k � � ( I t , , f , , bL r 88� i 6 X28 i -��� , ! �Q -..$:� -a _-� ----� - ��_ -+- �- `�' - -- -t .4. .+. .------ 4 � - - - --I- _�._ ; , { t , {{ i N c�9 , , AC I 6„3�”' I i t tuwwc-iiimonT t -+ �- , _f_. _ 6 _Z j- , - { t _ i I } I I t fi- I , _ _ _l _ _ _r 7' _; , - i_Y1CUF': - ! (I I ' � i { � � � t PR 1 i HT i � ... .�. ._�. .. _... �il� �. _� }.- � � � .�... _-- ��,rrrVVV 777111\/�K 1 i -, , SURFA , , l } j686 PROP. 1 4 W� Fi�itSWED' S RFE. FILE �f0 , RKHT j ' ' I i ► i Z t ! i PROP. i�4 CROWN i - ; _. NI15H A,C{E PRO 1 GHT i t i i � . ' I i , ' • -.} - ., . -, , _ ..... -._ . _-.... 1 --, _... _. ._ ..._. _. _ .._._. -_ _ ... ... __ - OP, ._.. _. _ __.. -_ _. _. ___ _ __ - ._ , WN ; EPR 4 WN f , R , ? , { , , f ! , t f + i , - � _ ' NI � AC fRO�TI� i� R GH 1 i f f t ; i i i i � ! t { 4 6 I , 1-- { I fo , t + i ! + + 1. _+. _i a � -;_ •. _. � _ _ _ _._..�-- _.t _. _ _ _ _ _ -_ _. _. _ _. _. _ 4/4 . � r � , � � � t + i � ; ► - } !� RF PR i I T: - -1. -1- _j - �.. _ .-a �. a - �- ? �- -� - � , ; : AOR {` f , I , i j �� - _ _. w ! _ I i a i ti t , « , i . f � O I 1 44 i f , , { t i t ; t , I t { t I ►' I 1 � t i i ►.p C�•3 i i ' ! � t sJ _ f f 1 __ _ _ ELEV: 1777.264 _ _- _ . • _. _ _' _ _. _ . . . _ _ _ . �- _� _ � _ _ ' _ _�_ _ - � _ _ _ _ - - i �- _� � _. _ _ _ _� ___� _. ----�___�__ BENCHMARK 10096 � r EM 1 � t i 1 i : 2 BRASS DISK IN CONCRETE CURB STAMPED 'CITY OF - - -- - - ! g1� - t - - - °` t i 1 --� + --+ - -I - - - - - - - - -I - - - - - - - � � {- -�--� ? � � RANCHO CUCAMONGA BIN 10096 1987 AT SW CORNER , .. , t , I { I N R �- { X22 { I { ; • I I t , + f 1 ! { OF BANYAN AVENUE AND SAPPHIRE STREET 30 FT. WEST HORIZ. SCALE. 1 =40 I t • If 1 ■ + , t I t + i , i , , , ? r j_ -.t - j - OF THE BEGINNING OF CURB RETURN AT EASTERLY VERT. SCALE. 1 =8 t f I I t sari RF C } , , I _LIL CATCH BASIN. 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 O - I - -11 � _- 1 VICARA DRIVE Q LA SENDA ROAD BELLA VISTA � VEHICLE ACCESS TO LA SENDA 0 57+38.67 SAPPHIRE STREET 63+51 . 12 SAPPHIRE STREETt< 53+70.86 SAPPHIRE STREET ROAD SHALL BE MAINTAINED ATis MATCH UP GRADE 4:1 AND PLANT ALL TIMES, THEREFORE THE D.A. HALL BE CONSTRUCTED IN TWO VERIFY LOCATION WITH SOD TO MATCH EXISTING II/ I + i SAWCUT EXISTING DRIVEWAY TO A PARTS AND TiEBARS INSTALLED I Q IZ' PROPERTY OWNER - r>��} I SMOOTH STRAIGHT LINE 1' BACK 9 AT THE JOIN. TiEBARS SHALL = (IMTH BRM TO (MITE+0"m To N1 w OF EDGE AND MATCH UP WITH 3 BE #5 BAR 30" LONG ON 30" z [_5 4 10 MATCH EIOSTNG) MATCH E)OSTNG) 17 + ---I (n >k- NEW PCC DRIVEWAY CENTERS. CONCRETE FOR THE 6 - 9 9 9 I" L1J 3 13 3 3 ; �y,J V IES TO ADE TO DRAIN, T - 12 9 32.5'L 3 a�, G r, W=15.5' COMMERCIAL D.A. SHALL BE o 3 50'L MAX. 3 32.5'L I 32.5'L 3 2.5'L 3 `v 32.5'L 3 W=21.5' 13 _ m > } (/� EPRESS BACK OF w a ( ) 13 W=18' -L _ 24 L+i 11 + 8 W=29' DRIVE APPROACH 0.33' 13 W=11' _f W=13.5' 13 =18' 13 W=18 13 _ 0 `18' 1$' O 0 QTY 2 AT '� w HIGH EARLY STRENGTH - 7. a D �; y HITS 90• a R 4 660-C-3750, 4" SLUMP. r+ F ~ Q� 11 1 3 10 1 O ` WHI 0 + �� 19 12 11 10 6 11 12 q11 12 11 4 11 F 12 14 12 u' 6 11 ' 12 6 I 11 12 + + ,�� 8 — — 245.55' ^ + e + 1 a co t 4 u J 204.13' — I 1 10' i I 10 / ~ — 1 15 . Mrs N �� 3 F 95 X100 `� X120' 10 z N --i------ --- - L� t r 8-CURB 24'GLTTER- - - -- -_ _ _ } _ • i _- r 8-CURB 18'Gi1TTER i_1 0 (!1• N _ _ _ - - �------d _ 4 - -� _ r WCURB 24' R -- - - - ---- - ; W �. L _ , W - _ aa W .L7 5 5 u, � 6 cv o o � - 1 _ _ - (n 0 5 +0 '2 +0 2 55+' 6 + 7+00 � 58+ `1.+ 0_ 0+00 61 2 � � — J - 0 62 00 3+00 6 /� _ /l, ���` c, Thi _ /i , _ '� _��. - li + _ .i - - _ ��_- - _ _ - -_ : �� , - _ _ Ld 8- CURB 24- GUTn0 - 8' CURB t8" GUTTER , d a •--Lvi CURB 18^GUTTER __ - .. - - SS L L � \ U W l cp 2 +. vc: + : _ r _ } __ a Ac SwALE W - — .— a— +- Q — — + 75?.'0 4 1 F ?, i 'i 6.1g 4 (� — — — — � ate+" - i� — — — — r^ R,� w V J U 6-7.95 124' o 0 1 1 Q' 2�5' R Q �/ 1 0 1 19 4 a Q 4 a 1 GUTTER I 0 o Z W 0 a 26 1 19 vi ANSITION 3 30' 30'1 < 19 5 Q 30' 30 QTY. (2) AT OTY.902) AT WHITE LO Li 0 1 ' 18' 1 i Jo W17 WHITE QT (2) AT S WHITE 18' 18' 90' 1 4 2� z LSI 5 Q c� 3 90' � 3 3 3 3 j�� � � � ���� m UO - --- - - - -- - cr w LA SENDA ROAD I� v 58+ 11 .86 SAPPHIRE STREET I CONSTRUCTION NOTES STRIPING NOTES 1 VARIABLE DEPTH COLDPLANE 0.00' TO 0.10' (SEE CROSS SECTIONS, SH. 8-11 AND DETAILS, SH. 11) 19 INSTALL REFLECTANT HYDRANT MARKER PER CITY STD. 134 DESCRIPTION OF REVISION DATE an CONSTRUCT VARIABLE THICKNESS ASPHALT RUBBER HOT MIX OVERLAY (ARHM—GG) PER CITY STD. 100—A/MOD 20 PAINT 4" SOLID YELLOW CENTERLINE, WiTH TYPE D REFLECTORS, PER CiTY STD. 133 (SEE CROSS SECTIONS, SH. 8-11 AND DETAILS, SH. 11) 22 THERMOPLASTIC SPEED LIMIT LEGEND PER CALTRANS STD. A24C CITY OF RANCHO CUCAMONGA 33 SAWCUT 23 THERMOPLASTIC LEGEND PER CAI-TRANS STD. A24D 4�- REMOVE EXISTING AND CONSTRUCT CURB AND GUTTER PER CITY STD. 104 DETAIL A2-8, CURB HEIGHT AND 24 THERMOPLASTIC 12' SOLID WHITE LINE PER CITY STD. 133 GUTTER WIDTH TO MATCH EXISTING UNLESS OTHERWISE NOTED 26 PAINT 4- LANE LINE (EP STRIPE) PER CITY STD. 133 PLAN AND PROFILE 5 ADJUST TO GRADE 27 PAINT 4" SKIP YELLOW CENTERLINE, WITH TYPE D REFLECTORS, PER CiTY STD. 133 6�- CONSTRUCT 0.15' ARHM-GG OVER 0.18' AIC OVER 4' CAB PER CITY STD. 100-A SAPPHIRE STREET PAVEMENT IMPROVEMENTS 88 CONSTRUCT 8o THICK COMMERCIAL STYLE DRiVE APPROACH PER CITY STD. 101 1 40. 9 CONSTRUCT 4" THICK PCC DRIVEWAY CONSTRUCTION NOTES FOR STREET TREES T 10 RELOCATE 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WRH CiTY STANDARD PLANS. STA 52+00 TO STA 64+00 11 INSTALL 15 GALLON CHINESE PiSTACHE (PISTACIA CHiNENSiS) TREE PER CITY STD. 502 2. - ALL STREET TREE ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. - 12 REMOVE TREE LEGEND: P ESS/ APPROVED BY: DATE J O /JA l CITY ENGIN PORTLANo CEMENT CONCRETE �. � EER RCE: 24953 y 13 CONSTRUCT RESIDENTIAL PCC DRIVE APPROACH WITHOUT SIDEWALK PER CITY STD. 101 �. J. �{► t 14 REMOVE EXISTING MAILBOX OR COLUMN AND CONSTRUCT NEW MAILBOX OR COLUMN TO MATCH < a DESIGN w+N pRFpARFC eV: RE Owl Underground _ h o a-- VARIABLE THICKNESS ARHM GG OVERLAY 17 CONSTRUCT 3 THICK AC DRNEWAY OVER NATIVE No. 24953 � CSB CITY OF RANCHO CUCAMONGA 0 Service Alert - 0.15 ARHM-GG OVER o.18 AIC CONCRETE W G 18 JOIN EXISTING PIPE BEHIND R/W INSTALL CURB DRAIN PER APWA STD. 150-1 CASE II INLET N=1 4 PVC SCH 40 PIPE. Exp. 12-31-01 , , 4� � � � 10500 CIVIC CENTER DRIVE O� CAB # * �' RANCHO AM A A 1 SHM Call: TOLL FREE ALL INVERT ELEVATIONS MUST DRAIN TO CURB � C 0 CLIC ONG C 9 730. VARIABLE DEPTH COLD PLAN 0.00TO o t o C ti � SEE CROSS SECTIONS AND PLANS SHEEN 11 Ivy CSB 6 of 11 CHECKM 1 -800-422-4133 l � of _��� c 3" AC OVER NATIVE R.C.E. N0 � ' TWO WORKING DAYS BEFORE YOU DIG JD C' mn 3-9-98 FU No .7� 1713 , : .. -; ..k.. }. ._} -..q +_ i - -t- - -1 � -i � - - .{. j. _� _ _ ..� - �. .. i # '• f j_ 1 r. ! I r � i # ��_ i t } 1 -.-_-��'�W_-�_�-.-�I11II,ITI1_�./_-__ �,d�►_1_0_`�atIf si i � 7A-��_R�•--G-�8�E t�#it}1fi 1f f�r1�ff: fIf1 � IQ, _}— - ' 1f I1 '� f19 - - 14 .l _ A PROM E '10 + 40iCR0 t 4— I 'I - � f ? .__._-.-_.�_�`•#�'�_.___._ _-_-_.._.�yt��jtIt,1#II,,{;fJtfi� ~__�.tJi#1iiiirf1 _-—_--1__��-�•t��1t1t}I,jft�`'!fI_ �r�ii?,t,,fi3iiIII ?fti}f{a1t __---�!���ii•1iZ _ 4I T---------- _ -_--+J�-r;1,IIiF#iifi?f1I1fti�iItit, _ - I, --_- - -. . _. - �- - _ — - . 1�a� itttI'�iI r 4 - ------ L4 - -_ _ __ -------- -__ __ CENMRtN r 4 RFA _ I FINISHED SURFACE!PROFILE0 f T i I 1 tCRa ' A CR ------ 4-- f _ _ ELEV• 1777. 2. 6.-- — - 4 BENCHMARK 1 W9 i BRASS DISK IN CONCRETE CURB STAMPED -CITY OF RANCH HORIZ. SCALE: 1 "- CATCH WIN, 0 - � OF BANYAN AVENUE AND SAPPHIRE STREET 30 FT. WEST _1___+_ _ __ OF THE BEGINNING OF CURB RETURN AT EASTERLY =8 r O CUCAMONGA BM 10096 1987w AT SW CORNER VERT. SCALE: 1 64+00 65+00 66+00 ALMOND STREET 66+72.87 SAPPHIRE STREET bi OLDPLAN RANSITIO O 32' 42' 0)0 Uj 249.54' W �a'CUR8 24"GUTrER W ICDEEP LIj LTJ Z 00 66+ 4 1 TQ UJ AC SWALE l-9' CUR 24' R OR AQ OJ m-jZQ W4Lr W 0 IZoQ I QTY. (2) AT w_ja 90• CONSTRUCTION NOTES STRIPING NOTES VARIABLE DEPTH COLDPLANE 0.00' TO 0.10' (SEE CROSS SECTIONS, SH. 8-11 AND DETAILS, SH. 11) INSTALL REFLECTANT HDRANT MARKER PER CRY STD. 134 DESCRIPTION OF REVISION DATE APPROVED:CITY CONSTRUCT VARIABLE THICKNESS ASPHALT RUBBER HOT MIX OVERLAY (ARHM-GG) PER CiTY SD. 100-A/MOD PAINT 4' SOLID YELLOW CENTERLINE, WITH TYPE D REFLECTORS, PER CITY SD. 133 (SEE CROSS SECTIONS, SH. 8-11 AND DETAILS, SH. 11) PAINT 4- SKIP YELLOW CENTERUNE, WITH TYPE D REFLECTORS, PER CiTY SD. 133 CITY OF RANCHO CUCAMONGA THERMOPLASTIC 12' SOUD WHITE LINE PER CRY STD. 133 PAINT 4" LANE UNE (EP STRIPE) PER CITY STD. 133 PAINT 4' SKIP YELLOW CENTERUNE, WITH TYPE D REFLECTORS, PER CRY SD. 13PLAN AND PROFILE PAPHIRE EET PAVEMENT IMPROVEMEM „-40' STA 64+00 TO ALMOND STREET LEGEND: a�ss/ APPROVED BY: DAT`a-2� 4PORTLAND CEMENT CONCRETE -\W J. CiTY ENGINEER RCE. 24953 Underground \01 , D� PLAN PREPARED BY REGOMIMILADED RWNo. 24553 CSB 6x fl Service Alert 0.15• ARMN—Or, OVER 0.18' AC CONCRETE Exp. 12.31-01 CITY OF RANCHO CUCAMONGA d 10500 CIVIC CENTER DRIVE OVER 4 CAB ORA" RANCHO CUCAMONGA, CA 91730 � Call: TOLL FREE VARIABLE DEPTH COLD PLANE� 0.00' TO 010' CMV CSB 7 —800-422-4133 (SEECROSS SECTIONS AND ETAILS, SHE11) 4 of 1 CHECKIED R.C.E N � OAMG LA0. TWO WORKING DAYS BEFORE YOU DIG JD DATE Fu w 97-05 1713 i— � _- • LIP OF GUTTER 1/4 CRO / 1/4 CROWN LIP OF I GUTTER �ti �� 1830.00 1830. 1 4 CROWN 00 / : CONSTRUCT VARIABLE THICKNESS LIP OF 1829.60 --- �`;:-;;�. -�71 ` I _ .�"� 1/4 CROWN LIP OF -0.28% (- 1.77 "" "- --� -2•✓1X } 1829'60 1/4 C 1 4 CROWN ARHM GG OVERLAY, 0.10 MIN. THICKNESS GUTTER I o�• h�' I .\ GUTTER r.. LIP OF / O " 1829.20 � _ 11829.20 OL_DpLAN - - �1�) GUTTER �,• � 1h I _ X. 2.10X - ��' 1828.80 . 45� i f :_ 3•� ?18 :. . . -30 -20 -10 1 COLDPLANE 1828.90 _ . �� -2.2 LIP 0 R 1963.20 1899.60 ,- _ 14 44 , 1899.60 1863.20 ; 1899.20 ) � , 1899.20 LIP of 1/4 C LIP OF 1862.80 .=�X 1862.80 --{-� GUTTER / 1/4 ROWN I 1898.80 - + - 1898.80 ��6• �i` 1'� I GUTTER 1962.40 I � (2.07%) (-1.889;) � �- �j � 1962.40 � COLDPLANE f'� (-3.22 ' '� - � 1862.00 C DPLANE t-4_12 -- -- .� - 1898.40 I _ 2 2- 5 0 COLDPLAN�' i _ 1898.40 _ ' _- } �\s 1862.00 -30 -20 -10 0 1 O 30 1826.80 I . _ ... : 2x ,926.80 1861.60 ! 16 o - :. �2q ! 1861.60 1/4 CROWN 1 , _ 1826.40 C (-0.63 ; _ .� „�-, 216 t 1826.40 1861.20 ! _ 1 .1 1 1 /4 CROWN 1926.00 j--- ! COLDPtLA_N ( 1 49%) 479;�� -� 1826.00 PLANE, 1961.20 LIP OF I yp I P (_r.27�) -30 -20 -10 0 1 30 GUTTER �. G OF 1 4 CROWN 1896.80 °� _ ��• �p GUTTER 1896.80 -30 -20 -10 1 COLDPLANE 0 30 LIP OF 1/4 CROWN I l 3.7 1.82X - �2, I: GUTTER I 1, I 1896.401 - _ 1896.40 LIP OF 1 4 CROi�i 1/4 CROWN LIP OF p' _. _ --8 GUTTER / '� r -..-3 i LIP OF 1896.00 , 2.9 )- - fr9; -�' 1896.00 I �`' `� I GUTTER 1860.40 I ._ 3.D7% 56X.... :_. GUTTER 1 1960.40 CaLDPtANE . Z•00% -263 tib• __ �� _ 1860.00 ; _ .."` �-"�4. - - 1860.00 1895.60 ; : 22 -66 (_¢'08 0) 1895.60 X ; 'S_ 1895.20 _ _ 1895.20 1824.00 - 1824.00 1859.60 I (1 .63%) - ° 1859.60 - - - 29 _ � .. -_.___-- _: 2.06% + ..�, -- -� - COLDPLANE O 30 .., . ., � _. � COLDPLANE ) 30 20 10 0 1 1823.60 ag�L9 ) 07� 1823.60 1859.20 1 - ) ____� 1859.20 1/4 C (-1.719; =� Z+SSX ' LIP OFR c���oN 1823.20 °) __--_- 1823.20 1858.80 j �1� 93q 18�•� GUTTER I p� 1/4 CROWN CONSTRUCT VARIABLE THICKNESS -1.08%) - , _ .._ I h I ARHM-GG OVERLAY, 0.10' MIN. 1858.40 ' _� ___....___.. THICKNESS � -30 -20 -10 0 1 COLDPLANE 20 30 -30 -20 _ _ -10 _ 0 1 COLDPtANE1858.40 , _- � _3,�,�� .-- X04 -1.71X h � , LIP OF 1/4 C 1893.20 1 _ - 6X UP OF 1893.20 GUTTER / y. �� 1/4 ROWN GUTTER LIP OF 1/4 CROWN 1/4 CROWN 1892.80 { �6 °) -1.7 T1 GUTTER 1892.90 ti I ti °) X P h• CdLD LANE I, � -1-98% _ p GUTTER I 'S `r 9 I � _ {-2.3690 _. 200% _ '� ' .. __ � 1 '� 1892.40 ) _ 1892.40 O:. _.. _ 1• _ LIP OF I_ _ _ � r-4.7 1821.20 -� - ' 1X_ �1.- 1821.20 1857.60 _.._ _.- _ _ 1857.60 1892.00 ' 01 - 1_ _ , - _. k - -=-- 3'I�t 1.33X ;� GUTTER" -ZT _ '� . i 1892.00 1820.80 ( 7 (-1.20% _ �4. - O COLDPLANE 0.2 o ,) I �- X 1820.80 1857.20 38fi 1857.20 _ 1820.40 i cOLDPtANE 3.66q) a 1820.40 1856.80 - - 1 .2 5%) (=0:9 i - -30 20 1/4 CROWN 0 30 44 ( ) 1856.80 1/4 WN I { (-2.40q (-¢ - LIP OF .� 1820.00 1820.00 1856.40 I _ t COLDPLANE - 38� X _ � � _ � 1856.40 GUTTER p• � � I LIP OF -30 -20 -10 0 1 30 1856.00 ; ------ -------- - - t 5 1856.00 1890.409 : _=216 _ ::: :. d'L GUTTER 1890.40 LIP OF 1/4 CROV�N 1/4 CROWN CONSTRUCT VARIABLE THICKNESS 1955.60 I - GUTTER 'O ARHM-GG OVERLAY, 0.10' MIN. COLDPLANE 1855.60 1890.00 Z• - 1890.00 11 �1 I -30 -20 -10 - _ 0 1 30 f 0' b. THICKNESS 1889.60 , t i .04%) (-2.169;) I �e 1 1889.60 - LIP of 1/4 CROWN 1/4 CROWN 1889.20 I i _COLDPLANE (-2.779:) 1889.20 1818.80 4.pgX : ��' LIP OF 1818.80 GUTTER I h� , I 1888.80 i --- - - '�:Zlq GUTTER 1818.40 ' "� LIP OF -t0 : ) 1888.80 1818.40 k , (0.52%) (-0.60%) ; "4 0,9 ; 1854.80 _ - -. _. _. _ GUTTER 1854.80 COLDPLANE _no 1 �---eat�t rte--- - �`4 08�) 18184�5 .00 � I 2.00% .: T.98X _ - -30 -20 1/4 CROWN 0 30 1817.60E I 8 0 (-3.i4q 1817.60 1854.40 f 9v _--- -3.9� 1 1854.40 LIP OF I /�-2.40% 1/4COLDPLA 1854.00 27 ) 4�?�39; - ; _- 1854.00 GUTTER �1 ` I IP OF -30 -20 1 -10 0 1 0 30 1853.60 COLDPLANE 3 979) Z1853.60 1887.20 .#87 _ _. GUTr>=R 1887.20 /4 CROWN 1 4 CROWN , 72% LIP OF y ti� / LIP OF 1853.20 1 I L 00 °) i 1853.20 1886.80 ; µ "- ••~ 1886.80 COLDPLANE 1886.40 ( 809` 1896.40 GUTTER Ip. I GUTTER ) T, �' �OO� -30 -20 -10 0 1 0 30 I coLDPLANc (-3. ip�; 1816.40 _ __ '-4.*g ,�h• - 1816.40 �,$ 'x - a - - LIP OF 1/4 CRO" / CONSTRUCT VARIABLE THICKNESS 1886.00 - - - 1886.00 1 4 CROWN i 1 �. 1816.00 _ - 1816.00 GUTTER O I 0 ARHM-GG OVERLAY, (1.15% 9X } 6 '�. (� ti 0.10' MIN. 1885.60 09) _ 1885.60 �1.86�°) 4 S5q)' - + - 1815.60 '�• g THICKNESS �LC�PtANE 1815.60 0 0 (-3 1852.00 F g 60 -- - 1852.00 20 0 0 30 ' COLDPLANE 1815.20 - - --- _:. 49� - 1815.20 , ti ►4• :. �►P 4F 1851.60 1/4 8 1/4 CROWN -eett - 1851.60 -30 -20 -10 0 1 0 30 1851.20 1 (0.25%) (-2.5_29; I "` ".: ,- .._ - LIP OF ph ' .,,,�,,, ,�#. GUTTER j 1851.20 GUTTER I (� O I 1/4 CROWN 1/4 CROWN 1850.80 1 -_{_J. 9 �5$ �, __Jl � L�j.` .O IP OF LIP OF 1 LIP OF 1 ) 1850.80 - 04%� "2.67 GUTTER GUTTER I ,� �y I GUTTER 1850.40 j i. t 4 50 coLOP�AN 1850.40 1884.00 I - - • - 1884.00 1814.00 _ 1814.00 _ ) (-1.27%) 1883.60 , 2 4 0 � _ 1883.60 _ 4. ,� 1 LSF -20 0 30 - X GUTTER 1/4 d� 0 1/4 1C OWN 1883.20 } + ( 2.813; X_ 1883.20 1813.60 -_ - � 1813.60 # %x :. j 1813.20 �4, X : °� LIP of 1882.80 _ �� 1882.80 1813.20 16 _ I GUTTER 1882.40 ! 02� 1882.40 1812.80 145%� � � _ 2,00% _ . 2.84 _ r_ . _ COLDPLANI� % (( (-3.34q 1812.80 1849.20 ; . - ._ X _. _ _. __.__ - . _� ' CO�DPLANE - � ,849.20 -30 O 0 , COLDPLA0 " ,948.80 ! X _ 1848.80 -30 -20 0 1 20 30 - (-1.90% �► 1/4 1 4 CROWN 1848.40 I - COLDPLANE ) (-¢ 329 ' BpZ 1848.40 LIP OF / 1/4 CROWN LIP OF / 1/4 CROWN LIP OF I h -- - --- -. GUTTER I GUTTER 1848.00 I i ��� 9s��) \ 1848.00 GUTTER p' b I LIP OF .. __ �ti -- -- - 1847.60 I _ f :- - PtA►°r1Z i 1847.60 - '2-�9IV _ O - - D 1880.80 .. . 2. 1890.80 1811.20 _. p'4. __. X - 1811.20 -30 -20 -10 0 10 20 30 1880.40 4 o) �X - 1880.40 1810.80 4. ( , 6 X ? 1 1810.80 GUTTER 1/4 C 1/4 CROWN _. 4.03 (`4. .:.: (-1..090 1880.00 L 1 �otoPt�A1c�- - � -�=29g�}.__ _- - 1880.00 . 0 0 (-2.129; 1810.40 ►�°• I 401 am 1879.60 7 1 : ! 00% -1.61 _. __ �� _ _ _ i 19- 50 - : (-6 2� 879.60 LEGEND 1810.40 �° , 1810.00 ct ) l 1810.00 ,- - --- ___ _ � � 1 GUTTER � ) i � , -30 - O 0 1 0 30 Z• Z t _ _. . 1879.20 -COLDPLANe - 1879.20 0 PORnAND c�vT ErE 1846.40 I , - _ -4 _ 1846.40 LIP E 1/4 CROWN 1/4 C GUTTER 1846.00 _. .0 6 } _LIP OF {=t:�7 -} 1846.00 -30 -20 1/4 CROOWN 0 1 30 C.A.E. q, 1/4 CROWN ARHM-OG OR AC (SEE 7W NOTES ON THE GUTTER I rm (J; '3" / 1845.60 I ..0 LDPLANE I (-¢ 4 -AX 1845.60 LIP OF I 1 ` CROSS SECTIONS ON SHEET'S 8-11) 1808.80 1845.20 I ! + 3 50 (-3.9990 - I LIP OF1808.80 - 2, 47E .31 } - 1845.20 _ - r - _ 1878.00 GUTTER 1878.00 1808.40 49° F - ' 3X 1808.40 1844.80 - - coL�PLANE I - 1844.80 9 i 8os.o�o ��_a_- � •_� 18n.so ! -3.39x ' ,877.60 ,. °; yy�� 1808.00 -30 -20 -10 0 1 30 ! ° __ SCALE: HORIZ: 1"=2'= 1,0 2.92 D ( 2.00% •� 1877.20 1807.60 1807.60 LIP OF 1/4 CRO1�V 1 4 CROWN 1877.20 - (-1.2 s%�- � 3' -� _ _ VERT: 1 =2 -� C�LDPLANE O O 1 COLDPLANE O ��pp GUTTER I ,yh (� 1h / I LIP OF 1976.80 COLD - +- '"'°/ 1 1876.80 CONSTRUCI"-VARIABLE THICKNESS ARHM-GG k L'y' GUTTER 00 '6.6 LIP OF 1/4 CROWN 1/4 CROWN OVERLAY, 0.10' MIN. THICKNESS 1844.00 �oca: - -=1- - .� 1844.00 1876.40 { 2 q� - 1876.40 GUTTER I _ ,. _._ -4.4. _. 1876.00 1876.00 QacFEss� h _ I LIP OF 1843.60 k 1843.60 (0.60%) (-0.91% fT -30 -20 -10 0 1 0 30 'moo �►,IA J. _. 2.33% 2.49X ._ _. 1843.20 } ) ; (_ - X 1843.20 ��y� t v ti 1806.00 -- - �T - 1806.00ni °�� - LIP OF 1/4 C""'[y' 1/4 CROWN CONSTRUCT VARIABLE THICKNESS 4, 4• aH X 1 i 1842.80 I '�!V } 1842.80 �o "� I < a 1805.60 2.33'7,,) + (-2.49% 1 11805.60 + ( 3 789 I GUTTER ( ►c• h ARHM-GG OVERLAY, 0.10 MIN. y �° 1842.40 ' ] °) 1842.40 b� _ 1�`' �p THICKNESS No. 24953 z 1805.20 3 ) ( j (-2'66q� y]O j� 1805.20 1874.80 - 38'X - - _ ►N 1874.80 IW �+ f�LOhLA�IE-- T1�1L1 � � -3O -2O -1O O 1 COLDPLANE 2O 3O , � 3, 1.30,1 3��5 _. � � Exp. t2-31-01 ,� -UP OF -30 - - 0 0 1 0 30 1/4 CROWN 1 4 1874.401 `` �--• ��' B, GUTTER 1874.40 LIP OF (rj / LIP OF 1874.00 r - 1874.00CMI- GUTTER I �� `� Oh I GUTTER 1 COLDPLANE - i 2-) ; 1` 1873.601 _ -1.00X 1841.201. . . _ _.X36% _. ._._. . . __ 1841.20 1873.20 + 1 8 5 0 - 873 20 - .._ } 5 90�) 1873 60 c�a•�F; 1803.60 % t2.4fs9�) (-i.68y) 1803.60 1840.80 . "" -- - - '4 1840.80 - ��L� COLDPLANE L 1 -30 -20 -10 0 1 0 30� 3 a6 � �,,_---�'T'----_��`3'81�) i _ � � _ 11.11 a) (-0.68%) , ( 3.33q d� _ � � 1803.20 + 1803.20 1840.40 } 1 COLDPLANE _ ) - 1840.40 LIP OF 1/4 CROWN, 1/4 CROWN (-3. 1802.80 11802.80 1840.00 ' - __ ___ _ 629 1840.00 GUTTER I�� I LIP OF ! i . - UTTER i _ � _ . . - I � COLDPLAN� I _ .� ��• • _ _ _ GU R -30 -20 -10 0 10 20 30 -30 -20 -10 0 1 20 30 : : -_ . . 40 = T07X __._ _ _ _ .. _ .. LIP of 1/4 C 1871.60 2. X -�., 1871.60 r -4 1/4 CROWN LIP OF 1871.20 I - _ - 1871.20 GUTTER I `� "7� I GUTTER 1870.80 E4 82� ----- - �- D 05� i p f i COLDPLANE 019') ' 1870.90 1801.20 _ (2 -- 2.00% - . = 1870 40 1 3. 7 q� 1870.40 3.i --� �� _ . 180,.20 ,838.40 � _ _ _ - -- z - _ __ :�� :. __ _ - 1838.40 1970.00 ! COLDPL1870.00 1800.80 f - + 1800.80 1838.00 - �1.2 0%) -- (--1r2 2 1800.40 i - i 5+1O0 1 _. r -(-2 91 q 1838.00 -30 -20 1 4- 0 0 arr ! -I 1800.40 1837.60 ' COLDPLANE ) 37.60 / ,0 2 30 DATE i i I _ _. - (-3.29q/ 18 CROWN 1/4 DESCRIPTION OF REVISION APPROVED. -30 -20 -10 0 10 20 30 1837.20 1 L 00 COLDPLANE 1837.20 LIP OF I �'�' - 4b 30 20 -10 0 1 3o GUTTER LIP OF CITY OF RANCHO CUCAMONGA LIP OFGUTTER 1/4 C.,..rp_ 10 1/4 CROWN CONSTRUCT VARIABLE THICKNESS h. y. h ARHM-GG OVERLAY, 0.10' MIN. 1868.80 # 3.6 _ � A �• 1868.60 (-fl.5S9a I THICKNESS 1868.401 1868.40 1798.80 - 3. __ > I TR:$ 1799.80 , - x:00% �� -1.35% _ - -T - LIP of 1868.00 1 6% (-1.�5� (- -�. __ 1868.00 CROSS SECTIONS 1798.40 g �'�- .. �- - 4X� 1835.60 I _ 3.OglC _. 1835.60 COTL LAN 9Sq) 1798.40 , UTTER 1867.60 % (, 1867.60 1835.20 1 1.16% 3,9iZ 1835.20 } -1 7�50 6.3 1798.00 - }: - i 1798.00 -- - (-1.48 ; - 1867.20 I 797.60 1 : 1 l 1 , 1834.801 COLOPLANr` -1-- J Og) - 1867.20 PHIRE PAVEMENT IMPROVEMENTS (-2.93q) 1834.80 -30 -20 -10 0 10 20 30 1834.40 ' 1 1 � 50 COLDPLANe 1834.40 -30 -20 -10 0 1 30 -30 -20 -10 0 1 30 LIP OF 1/4 CROW, 1/4 CROWN STA 4+00 TO STA 22+50 LIP OF 1/4 CROII , 1/4 CROWN LIP OF GUTTER I y' 6� I GUTTER I �:N h1 I GUTTER - h' LIP OF 1866.00 --2- - 1866.00 APPROVED BY: DA �" .__ _ . __ . _ . � TF1? !7 0.033 '� I - 1796.40 _ _- (2.g5 f _)_ ('3 X29 11796.40 887 - - �- 1865.60 X 1865.60 CITY ENGINEER RCE: 24953 - 1832.80 I. ! .: •„ 2.97X _ 1865.20 , 2.6- ) (-1.889;) - 1832 80 1796.00 _ I I 1865.20 i PREPAREC Bi. 1796.00 i k 1632.40 ; 0.6 8% 2.9eX 1832.40 o N RIEcwoEo 1795.60 1 _ 1795.60 , - I ( ) (-1.819; -, - ' ° - _ ( f { 1832.00 - ---� -(_�:�7�) - - 1832.00 1864.80 t �S. 1864.80 CSB 1795.20 l _ l . 1795.20 ' ( i.983j I 1 es4.4o I _ . - . I _ . O 90� 1864.40 CITY OF RANCHO CUCAMONGA /61PY '} {� 193,.6O 1 ©�J 1831.6O © 10500 CIVIC CENTER DRIVE COLDPLANE COLDPLAN DRAWN SHEET -30 -20 -10 0 10 20 30 -30 -20 -10 0 1 0 30 -30 -20 -10 0 1 30 RANCHO CUCAMONGA, CA 91730 SB C 8 of 11 gHECM RCE. NO Z_ DRAWING NO. JD DAW 3-9-98 FU No 7--0 1713 LIP of 1/4 CROWN 1/4 CROWN GUTTER ER ey4 LIP OF 6f , I GUTTER 1973.20 _.. _ _ _..- _.. 1973.20 1972.80 _ _3 .+ { 1972.80 _ ��` I CONSTRUCT VARIABLE THICKNESS ARHM-GG 1972.40 (-4-22( 4 22q°�--i-da '� "t©9X + 1972.40 OVERLAY, 0.10' MIN. THICKNESS --� 1972.00 LIP FGUTTER 1/4 ry 1/4 CROWN I P OF 197?.60 3 5 0 0��) O s 9� 1971.60 1/4 1 4 CROWN R O f (- ., � j LIP OF '�j / COLDPLANE GUTTER I O AC BERM "� GUTTER -30 -20 -10 1 0 30 ��' 1935.20 , �2% 1935.20 LIP OF 1/4 1/4 CROWN 2008.40 : : x.35% - - 0.0676 •yl 2008.40 1934.80 LIP OF 1934.80 I GUTTER I p�. 0 I GUTTER 2008.00 -- -- - 2008.00 _ 2 02%) (-2.11 ; S, ryQ:fl89) _ 1934.40 r - '' 8 I C(2.02%) OLD LANE } I (-2,g3� X 1934.40 _ •� �1�°� { (�� •� ) 2.00% 2.882 2007.60 i - ��' _ 40q) 2007.60 1934.00 1 1934.00 1969.60 �• 1989.80 ° -fps: _ _ - - - ,� 1 _ t 1 32q) 1933.60 1969.20 - _ 1969.20 2007.20 - 4. _ t - •9gq 2007.20 1933.60 _ 18% ,�, LANE__,, ; -30 -2 /4- �O 1 Q 20 -30 -20 -10 0 130 1968.80 __. _' COLDPLANE __. -�{4gq s 1968.80 1 R 1/4 CROWN LIP OF 1/4 C 1/4 CROWN 1968.40 �6 ) (-0.84 } 1968.40 LIP OF I ti �'� -30 -20 -10 1 COLDPLANE 20 30 GUTTER O GUTTER I,yry. I IP OF 1/4 CROWN 1 4 CROWN 2006.40 :__ :- 0.6 -" - 2006.40 GUTTER LIP OF / #. .7{�_ 1932.40 I _..-.85% �� •-2.06% �� ,�� � 1932.40 � I LIP of2006.00 .. _ GUTTER I rod O 'h FGUTTER 2005 60 3 ap%� (-0.6 7 � I { @, AC BERM 2005.60 _ 1932.00 _ -- _ _1932.00 r- --- _ _ - _ _ I. (1 .650) (-2:�6�; - 3 1966.40 : _ SOX - - - 1931.60 1 cOLOPLANE (-2.68�; i 1931.60 f _ �• 1966.40 2005.20 1 - -- - A III - ` � 8 7 2005.20 1931.20 I I r 5.9 ` 1931.20 �_ ) 3 +p2 ° , X 4� L f 5 1966.00 1 .7 -..� 1966.00 2004.80 i - i ,) j 2004.80 _. 1965.60 COLDPLANE ) �-3 ow W8�� �. 1965.60 1930.80 . --T-_.. __ ; . ___ . _ 1930.80J _ _.-___- _.-.__1 _ _. - ., , -30 -20 -10 0 10 20 30 -30 20 10 O IL OLDPLANE 30 1965.20 _ _. °� (- 1 °� - 1965.20 1/4_`_�_ LIP OF 1/4 C �� DPLARE 1/4 CROWN LIP OF 1/4 CROWN -30 -20 -10 1 30 2004.80 EtSTING ( O I GUTTER GUTTER I ( LIP OF 1/4 -40-40 1/4 CROWN IP OF 2004.40 - 00% -1.33X. p� - 1930.00 LIP OF- 1930.00 GUTTER ( ti-°�O �, I GUTTER 2004.00 2'- _-- 2004.00 '� 2003.60 ROAfl� --'a' �. -: 3 3471 2003.60 1929.60 04% - 18>< ;, _ 1929.60 1963.20 __ _ _ _._ ____..___ . _.-_ ._--- _ _ 1963.20 20 00% 3 _ - _ OLDPLANE (-1 43�) -1.487. - + 2003.20 1929.20 I (1 ) (-2.539�Z , 1929.20 1962.80 I = X - 1962.80 03 20 -� -2:-35�;} t ° h- __ 0.07%) - __ �,165Z _ _. . ZOOZ.BO ; _. 0 t GOLIIPLANE i ZOO2.80 \��"' 1928.80 I i 1928.80 1962.40 ( 3.53q -� . �:- .- -. - _ .. 1962.40 -50 -40 -30 -20 -10 0 1 30 1928.40 50 {�6 3�9 f 1928.40 1962.00 COr_oPLANE )_ - 0 )`�` �Q. 139�) :_ i 1962.00 LIP of _ -CaLDPLAN _ GUTTER 1/4 LIP OF -30 -20 -10 0 1 30 -30 -20 -10 1 COLDPLANE 0 L 1/4 CROWN GUTTER I O� 1/4 CROWN 1/4 CROWN LIP OF 1/4 CROI�V 1/4 CROWN 2001.60 200% -i.88X C� _� �• - 2001.60 LIP OF I CPQ GUTTER I O AC BERM •,. ..-_ _. _ 4 2001.20 GUTTER �1• LIP OF 4�0. 9 I 2001.20 -- - (D --+--( 3.49� . _ 1960.00 1960.00 2000.80 / COLDPLANE _ ) 2000.80 1927.20E 3,Q916. -2.82X - GUTTER : 1927.20 _ - X _ - (-2.46% - - I- - - - 1959.60 _ . -4 1959.60 2000.40 0 ©O °i _ - 2000.40 1926.80 r 1926.80 8 0� ..� - - - COLDPLANE O 1 .a9%) (-2.82 i _ - 1959.20 (-3 51� _ X 8. __ _ :__ _. 1959.20 30 20 1/4 G1 0 30 1926.40 .1 _ q) I �? 1926.40 - ) LIP OF / (�` 1/4 WN c LDPLANE (-3.4 1958.80 � 5, f 1958.80 I L �� LIP OF 1926.00 , - �� - 1926.00 ) I GUTTER O• O• I O GUTTER 1925.80 I ii _ S 02q� 1925.60 1958.40 : f f 3 3 0 43 .1 1 1958.40 _ -_ °�� --0.37X O _ _ 1999.20 1 1 1999 20 _ -20 0 CIDLDPLANE - 30 -30 -20 A& -10 0 10 20 30 1998.80 - 1998.80 LIPOF 1/4 dRo" 1/4 WN Off' 1/'4 CROWN 1/4 CROWN CONSTRUCT VARIABLE THICKNESS ARHM-GG 1998.40 I ° ' (0.50%) � (-3-20� `�$QX - 1998.40 GUTTER I rye. k� I O IP OF PROP.AND CURBTTER �Oh�. I �� 1998.00 ° 5 1998.00 I OVERLAY, 0.10' MIN. THICKNESS L=-�L, tooCOLDPL i 1924.40 .._ - ��% _},86X GUTTER 1924.40 1958.80 �: 2.� 1©X.. O 1958.80 1997.60 30 _20 -10 0 _. 10 20 301997.60 1924.00 1924.00 1923.60 (0.830 (-1.77 ;) �� -- '`� ; 1923.60 1958.40 k : �3.82�°)_ r 3.4 =<. X : : 1956.40 LIP OF 1/4 C COLDPLANE (-2.959• �X 1 1956.00 -. �) ! - -� 1956.00 GUTTER �� 1/4 CROWN LIP OF 1923.20 °) _ 1 1923.20 I ��4.81q+- .� IOC. rO' I Cb GUTTER 1922.80 I I _. . _. . i ---- � 1922.80 1955.60 C f 3 5 0 °) j 1 1955.60 1996.40 _ _ 3.2,7% '�°��_0.50X -2sOX �• 1996.40 COLDPLANE) i 1955.20 A& 1955.20 � -30 -20 -10 0 1 30 -30 -2 - 0 20 1996.00 _(0.5� -- 1 -. _ 1996.00 1 4 �WN ; LIP OF GUTTER 1/4 C 1/4 CROWN CONSTRUCT VARIABLE THICKNESS PROP. CURB �3 / I O� 1/4 AC BERM 1995.60 - 1 CULDPLANE _ + 2"909') �_5 5 X 1995.60 ARHM-GG OVERLAY, 0.10 MIN. I 1995.20 11�• � Off' I AND GUTTER 10 'ti' - AC BERM - -- -_ _ _ _ - 6°J - - - 1995.20 4 �. 1 THICKNESS h -. 7" 1 ---- -- --- - - _. - . - COLDPLANE - - - .00% '� - i3X .. - 1 1954.00 ' _ 1954.00 1994. 994.80 _. ,L1P OF 1921.20 1921.20 - _ .- -3 q, ' _ _ -30 -20 - 1 0 30 10 0 . .0 1953.60 4`20X. _ 1953.60 1/4 { �.b9%) (-3. :� :. LIP OF �..__-�_ (� 1/4 CROWN 1920.80 ; (-0.41%) ``� - :e . � + 1920.80 SSq .,� 4 i COLDPLANE (-1 g0$) '8 11920.40 1953.20 P °) _ • b` 11953.20 GUTTER I ,y6 I LIP OF 1920.40 I ::: _: : - -. (-2.730 j 1952.80 I j °) (`4 10q 1952.80 'h' GUTTER *1 �l t�_� _j- Z 2g% - 2.47% 1920.00 i -x.579 1920.00 I ) - - - 1993.60E -3: • 1993.60 -30 -20 -10 0 1 COLDPLANE 20 30 30 ZO 1/4 �WN O ZO LIP of 1/4 C 1/4 ROWN LIP OF I �6 1/4 1993.20 1993.20 GUTTER / GUTTER gam• I 1992.80 1 COLDPLANE Q �) (,4 1992.80 LIP OF _ AC BERM 1992.40 38 5© 37 1992.40 4 1951.20 3.63% - _ '.. - - -- ; . - _ cotAPLa 00% .3 __ .,� _. --_- __ GUTTER - 44X 1 ••• "` •3 1950.80 -30 -20 -10 0 1 0 30 _ 1918.401 - 2• --z '�. 1918.40 1950.80 I X4.02%) (-3.Sg o) , 5 - .._ 1/4 CROWN LEGEND: 1918.00 + (-O.S1%) `` "�. .�.. . - _ - -� 1918.00 1950.40 COLOPLANE •3 1950.40 LIP OF 1/4 CROWN 1917.60 i - COLDPLANE (-2.170 I _ S 44 - 1917.60 1950.00 I -- ( 5. 1950.40 } ;" 1950.00 GUTTER I y.� I LIP OF PORTLAND CEMENT CONCRETE 1917.201 73�) i 1917.20 1949.60 ; 1 5 0 4. ) - 1 1949.60 g89; C.A.B. 1916.80 I - °� 1916.80 -30 -20 -10 0 10 20 1990.80 '- - 33Z 1990.80 ARHI OR ASC (SEE 11�E NOTES ON THE�p� 1990.40 CROSS SECTIONS ON SHEETS 8-�1) -30 -20 -10 0 1 COLDPLANE 2O 30 1/4 C ►t` 1/4 CROWN 199 .40 : X1 .99% (-2.620 , �3X LIP OF I 1990.00 -(' 33 LIP OF 1 4 C I - 1990.00 GUTTER I �y _- _ - r 1/4 CROWN GUTTER �' : . : {� (-2.82�J 1989.60 " `C I LIP OF __ __.. .. _- AO . .�3.. : ----- .._ , AC BERM 1989.60 i i i- 38- 00 a LUPLANE HORIZ: 1 - 1 0 1915.80 , Z. -2•"z _ �h_ ..___... ... �ti _._ ...t cuTTER 1915.60 1948.40 : -� ,�+f 1948.40 -30 -20 1 4 � 0 30 SCALE. VERT: 1 "=2' �• _ 1948.00 - 1948.00 LIP OF / 1/4 OWN ' 1915.20 ._. 1915.20 3.61 I GUTTER i �c, ,} I -4.fl7 f - - f �. 1947.60 i G LE1PLAt3E ^ °) -71 - - J 1947.60 GUTTER I ,��� 01 LIP OF 1914.801 COLDPLANE 2.917.) (-1.970 � 6X + _ j 1914.80 1947.20 � ___ f-5.31 1947.20 j. � _ - 1 -_ - - - aOFESS/ 1914.40 I �,5 1914.40 1948.80 12 1948.80 1988.00 ,` -3.0 1988.00 Q 1914.00 �0 ) 1 1914.00 _ _ _ �) 1987.60 t i 0% �- #X -3 1987.60 -30 -20 -10 0 1 COLDPLANE 20 30 30 2O 1 O O 1 PLANE 20 °) Q4z 01�N °� .,, 1/4 CROWN 1/4 ROWN LIP OF 1/4 CR y 1/4 -' CONSTRUCT VARIABLE THICKNESS 1987.20 I - I -i 57% I �-3 17�,) (-1 �4%I - 1987.20 LIP OF h / I 1 1986.80 I j37 �V 1986.80 No. 24953 GUTTER I �h (� ►� I IP OF GUTTER ARHM-GG OVERLAY, 0.10' MIN. THICKNESS COLDPLANE W n� 1946.00al 1946.00 -30 -20 - 0 1 30 Exp 12-31-01 1912.80 , -1.0M _. _ _.-_ _ _ GUTTER 1912.80 #: X Ll # (-. 226% - 0 - -3. .� _ ` 1945.60 - .,� - GUTTER 1945.60 LIP OF 1/4 CROWN 1/4 CROWN 1912.40 � •---.-�. ,. � _ { 1912.40 Zx �__ _..__ GUTTER 0y LIP OF `� CIV1�. 1912.00 -{1:�6�-) -(-1: `- - . _ 1945.20 1945.20 _ `C �9 I GUTTER (_3 �°,) ;-- - - - 1912.00 e�t�Q � - . ,.- � - _ _ _ O�`' � � � C�a.. 191 1.60 COLDPLANE "2 759;) { 1944.80 219 194.4.80 1985.20 _-- -��� - 1985.20 --- (�8 _ . 1911.60 l '� -1.44%, 1911.201 O _ 64z 1911.20 1944.40 -i - 30 �OLDPLANE 1944.40 1984.80 Q4�, _ .. _ 6 1984.80 - . ... .._- . . _f .- _._ COLDPLANE30 20 0 30 CbLDPLANIE ( 1.69%} I .' _. 1/4 Cl WN 1/4 WN 1984.40 (-2.78,- ) 1984.40 -30 20 10 0 1 30 LIP OF I �J` I 1984.00 - ------- ---;- -- 7 2.659; 1984.00 LIP OF 1/4 i� 1/4 CROWN GUTTER ►cy 1� LIP OF -30 20 '`t COLDPLANE GUTTER f� I IP OF 1943.20 ' .;' _. - 2 �U _..:.: :.: _ 1943.20 'tib GUTTER - - PROP. CURB �I►• /4 1/4 CROWN I_. _. -},11 -._ ___--_._._-1 _. ___.__ 1942.80 77%) g . . IE 1942.80 AND GUTTER y0� I �O cs0 I CHOICKNESST ARHM BGG OVERLAY _ 1 1909.80 I 3.2.1 -3 Q�- _ 1909.60 % 3. (-4.1,9 I _�_. __ 0 �• ,� , 1942.40 ' COLD�LANE � 1942.40 �n�, 1909.20 1 _ _.: ) - '� 3,74'x► -1.70X - 9.1 MIN. THICKNESS 1909.20 ! �.. -'B _, _.. lip - ' 1982.00 E g.39%� _(z :11 }-- 1942.001942.00 t g4 ° -1.29 ; 1908.80 � C DPLANE ' 1-•3.22 1908.80 i ° COLD , � 1941.60 1981.60 , '~" �- -�-� GUTTER 30 00 - _ 1941.60 I 1908.40 � �� �O ) ��4.9gq � : � 1908.40 1 (-3 ( ) �3pZ 1981.60 -30 -20 -10 0 1 30 : . I (- .307.) c" I ) 1981.20 coLDPLANE - _ 1981.20 1908.00 1908.00 -30 -20 -10 0 1 0 30 LIP OF 1/4 CROO 1/4 CROWN 1980.80 cOLaP NL` 1980.80 DESCRIPTION OF REVISION DATE KAPPRotirED: 1/4 CROWN 1 4 GUTTER ��Q' �b I LIP OF -30 -20 1/4- 0 1 30 LIP OF I ,y'S / _. �, _3 �• _ GUTTER LIP OF 1/4 CROWN LIP OF CITY OF RANCHO CUCAMONGA GUTTER I ,� IP OF 1940.40 . 2 _ 1940.40 GUTTER I.��• �� GUTTER O GUTTER r- "3._ I q -t.t4J� g• 1940.00 1940.00 1906.40 3.2 `m-•,..: - -3•pOX 1979.20 # .. - - 1906.40 1939.60 E '3.8X9) ' 4.44 __ - - 1939.60 1979.20 4.0 s CROSS SECTIONS 1908.00 (-3.509 _ 1906.00 ; 2 27%) -i.14�) _1 4X , 1939.20 t ) : :: 1939.20 1978.80 0 .81%) (-2.66 �'`•.�a _ -3 00% 1978.80 1905.60 ! c�LOPLANE _ ( 58%) 1905.60 1 1 L) 3.46 1978.40 ) ( 2 24% 1978.40 I E STREET PAVEMENT IMPROVEMENTS 1905.20 _ - ����C7 °) 1938.801938.80 COLUPLANE °) (-2.08% __1-_ . H . _..- 6.43q 1905.20 -30 -20 -10 O _ 1 COLDPLANE 0 � 1978.00Go -_.._._ _ 1978.00 -3O -2O -10 0 1 COLDPLAN� O 3O 1/4 CROWN -30 -20 -10 1 COLDPLANE 20 30 LIP OF a 1/4 SOWN LIP of 1/4 1/4 CROWN STA 23+00 TO STA 41 +50 LIP OF 1/4 CROW 1/4 CROWN CONSTRUCT VARIABLE THICKNESS ARHM-GG GUTTER 116 � I LIP OF GUTTER I� ,� I LIP OF GUTTER I �j. 1m I OVERLAY, 0.10' MIN. THICKNESS 1938.00 1938.00 1 GUTTER , _ �y _ _- 2.79 .BiX 1976.40 _- ___- _ __. ()0% °� -1-23t __ __ 1976.40 APPROVED BY: 1903.20 - 3.02% 2.98 ►� _ ._ 1903.20 1937.60 3 1937.60 Z' ._ _. _ _ R . .�- 2_ 'y 1976.00 . 1978.00 CITY ENGINEER �/� ��,� 1902.80 ! Z _ 1902.80 1937.20 � _. _ _ __ - I "4. GUTTER + _��� - ---t-281 -- _ �4 - - 1937.20 I - a 3 0, (-4 05 q „ - oEs E• 24953 _.- _ . 1975.60 : :. 3jE 1975.60 p�ti PREPARE[ a 1902.40 ! (-0.37%) ( 0.810 Tfi 1902.40 1936.80 1 -I CUtDPLANE ��-3 409, 1936.80 COL�PLANE ) (_3 9 t _ RECOMMENDED - COLDPLANE (-3 B °) (_3 1975.20 5�) -- 1975.20 + 1936.40 __ _ CSB CITY OF RANCHO CUCAMONGA l3/QH 1902.00 - - 1902.00 1936.40 �._ - _ _ 1 � _ _ _. _ 839°) _ 1974.80 I� ._ . - -; -------- t-�.4�: b. 2,5 uu �=3.369) . _ _- 1974.80 -30 -20 -10 1 COLDPLANE 20 30 -30 -20 -10 0 1 COLDPLANE 0 30 -30 -20 -10 0 1 30 DR WN SHEET COLDPLANE 10500 CIVIC CENTER DRIVE RANCHO CUCAMONGA, CA 91730 CSB 9 of 11 CSD R.C.E. NO-W937 DR>WM NO. JD c�11< 3-9-98 MEND 97-OS 1713 PROP. Cu 1/4 CROWN 1/4 CROWN 0.1 ARHM-GG 0.15' ARHM-GG OVER 0.18' AC ND GUTT ryjc� ,� OV R II.18' AC I 2109.60 OVER 4" CAB 2109.6 >-�. _. _ _ _:_ ._ LIP OF 1/4 CRONYNk'1; 1/4 CROW DRIVE PROP. CURB / 2109.20 � - R /,CAB $ , 2109.20 GUTTER O '� APPROACH AND GUTT" 1 4 CROWN 1 4 CROWN 2042.80 Z•00'x 1 ti - I - 2042.80 - 2108.80 , - _ ._ 2108.80 ,� l5 _ -_._ _. . ------ ___ I 2078.80 '-`> _ _ : : - -_ : 2078.80 2108.40 i 3`852. _ . _ _ _ 2108.40 2042.40 (�.01 0) `.- ,.4. _ �'` - 2042.40 ' O� - - - LtP OF - 2108.00 (_4 T4X j 2078.40 - _ ._ _ _. __ _-. _ __ _ 2078.40 2108.00 2042.00 _ 4�� - i - ._ 2042.00 t 3.519;) ,.� u1 TER 2041.80 _ _ 2078.00 _ 2078.00 2107.60 1 . �• 2107.60 i -- f 4. �Sq a . .� g 1 2041.60 2077.60 a _ Z •'` LIP Of -- 2077.60 2107.20 - _ _ 15 8 `8 _ _ 2107.20 2041.20 . �RROWN 48 5 0 T °) --- l 1 2041.20 2077.20 - - (_5.Og� -6:44 _ GUTTER 2077.20 2106.80 Qg COLDPLANE � 2106.80 -30 -20 -i 0 g 1 0 30 2076.80 I , ��5 4 �,? _ 2076.80 2106.40 f : :. _ :: = 2106.40 LIP OF V 1/4 WN CONSTRUCT VARIABLE THICKNESS 2076.40 _ .. _ ,3q� GUTTER p�. 1p I ARHM-GG OVERLAY, 0.10' MIN. _ _ . _ f �6. ..: :_ -40 -30 0.15' -10 0 1 COLDPLANE 30 2076 40 2•�X' �' - 4' THICKNESS 2076.00 t 2076.00 ARHM-GG CONSTRUCT VARIABLE THICKNESS 4.QT - '� 1/4 iROWN 1/4 WN - C 2040.00 1 2040.00 -40 -30 -20 -10 0 1 COLDPLANE 20 30 PROP. OVER 0.18' A I ARHM-GG OVERLAY, 0.10' MIN. 1 .63 0) - AND GCJ'�f"R " rAP 2039.60 1 COLDPL,4NE (`4 82 0) �`` •: �� OF 2039.60 DRIVE LIP OF 1/4 CROYI�I 1/4 R WN STRUCT VARIABLE THICKNESS GWR --1 - 2106.80 X i 2039.20 GUTTER 2039.20 APPROACH GUTTER 1 4 I ARHM-GG OVERLAY, 0.10 MIN. 2106.80 __------ -f- k• _ . � 52q _ .-- - -. -- -. .THICKNESS 2106.40 �:_::_: <;� 2106.40 2038.80 _ __ ) - 2038.80 - _ _ _ _ _ _ _ _._ _ _._ _ _ _. _ _ -.. -._. _ 2075.20 _. : - " . _ - _- 2075.20 2106.00 2106.00 2038.40 © COLDPLANE _: 2038.40 2074.80 < ` fir Q 2074.80 2105.60 I �. 2105.60 �p� 'S LIP flFQQ ..3, Q�`' - - : - - -30 20 1 4 1 � 2074.40 _. -- - - -.:_ i 0.26� '"`�-�., - / CMV_ -O_ ( ) f-4.,3�� X Gu Y 1`ER 2074.40 2105.20 - - .-- ._ - 2105.20 I - -- WP OF: LIP OF 1 'h1� '� 1 4 2074.00 -- - f-5 - ?9_ 2074.00 2104.80 3 52q) 89� ' GUTTER 2104.80 GUTTER 7% O 1' / 2073.60 I - _ _ ._. .- _ 24�) f 2073.60 2104.40 _ 2104.40 -3; 4 UP OF 2073.20 - _ 6.9 _°� 2073.20 2104.00 . . 2104.00 2037.60 % � , GUTTER 2037.60 2037.20 (�. 8,°) (- 3.42q - 2037.20 2072.80 , Sft � 1/4 CR01MV � 2072.80 2103.60 _ : ..: � : 5 9 ^ 0 i (� � 2103.60 -- -30 -20 Q 0 1 COLDPLANE 20 30 JOIN _ 8 �Oq 2036.80 L �`x { 1 2036.80 I EXISTING 2103.2 - - _ R► O - _ -. _ ° - - 2103.20 4.21% j LIP OF �'N' 1/4 WN � ��� 2036.40 $ - 47 50 °� 2036.40 GUTTER O IP PROP. CURB ARHM-GG 1/4 CROWN 0 1 COLDPLANE 20 30 1 1001 DPI ANE ? 2.00% ti - '�• 1 <v �1A AND GUTTER 2036.00 _ -- 2036.00 - 3.091 �j' OVER 0. 8 A I OHO 1/4 WN -30 -20 1/4-SOWN 1 0 30 2071.60 _ =- - - - Q 2071.60 OVER 4"1 CAB pti' 1k / 1 ti (0.00%} '` ..` �� 1 1ICARA ORiVE : R/W _ 1/4 2071.20 f 3 �g�,�-{--- �� � ,�. 2071.20 .�"� f� OQX "3•Y4X_. _ GUTTER e�0 1. O 4 AC BERM i `� O O. { 2102.00 LIP OF "7"• O Jt / CR01NN 2070.80 O' 2070.80 Off'. � 1• LIP OF t �-3. 4 4 2101.60 GUTTER 2035.20 2.73% 3 �' _ _ . _ I _ 2035.20 2070.40 _ 53 50 6 3 .• ) I x '� 2034.80 - _ 2070.00 _ I f\ -- 0 �.'" 2070.00 ti 239 210 0 (1.7 3%) ' !`,,� .80 2034.80 0.15' AgHM--UQ ; _ . -.. 2069.60 f COLDPLANE - 2069.60 PROP. C RB OVER 0. 8' AC '80 2034.40 P ,,,. . 2034.40 _ AND GU ER - } �� cc�Lo LANE 29°) -30 -20 1/4 CROWN 0 16- 20 30 33 40 " 8 100.40 2034.00 � - - - � ---- - 2034.00 1 0p LIP OF 1/4 CROWN CONSTRUCT VARIABLE THICKNESS OVER 4 CAB - �� 50 9�3g� 12100.00 -20 1/4-10 Ie 10 2OCONSTRUCT VARIABLE THICKNESS ARHM-GG GUTTER •�X �, �, -20 � iROW�1 0 1 COLDPLANE NSOTRUCT VARIABLE THICKNESS 7" ARHM-GG OVERLAY, 0.10 MIN. THICKNESS p• / v LIP OF ry1/4 C OVERLAY, 0.10 MIN. THICKNESS 2068.80 2 4' O - --- -__. 2068.80 �� 1/4 CRO p' ARHM-GG OVERLAY 0.10' MIN. - I Q AC BERM - -�--- - L}P OF _.. R� L Q p 2068.40 - j" �, GUTTER 2068.40 �� � _ THICKNESS 2032.40 GUTTER 0,O87r _ 4.84 "3 (-0.94%) { 2 33y LIP OF 2032.40 2068.00 CnI nPLANE ._ ------- ) -{6 �F� 2068.00 -3 029' `` �B, Z ^4 { 2098.80 GUTTER _ 4' -I 2032.00 ) 2098 - 2032.00 (1.6 �;�_____.�._ _�:: - -� _ 2067.60 , S4� - 2067.60 I 46 S Of 4,6�_) 2031.60 2067.20 53+ 0 2031.60 I COLDPLANE - 2 .00 2031.20 _ - ! 2031.20 2066.80 2067.80 ' 0.15' RHMv GG 5 8 0 0 �'6'29q '� 097.60 F I PROP. C B -30 -20 1/4-110 CROWNti 10 20 -30 -20 1/4 0 0 1 20 30 AND Gu R OOVER VER 18' .AG_ ___.__ -.-_-- __ - _ _._ _ c DPLAti 2097.20 p 1 1/4 LIP OF +). R-10 1/4 CROWN -20 -10 0 10 20 I /-�141 �----'S- AC BERM GUTTERLIP OF5% I p1 2•00X -3.8�X OpQ� I QA LIPOF R/W% p /4 CROWN 1/4 CROWN LIP OF 2030.00 P-uTTER :-_ _ . _..- -3.8 _ 2030.00 2065.60 5%\ ,�(-2 ` �4.#zf CUTTER 2065.60 GUTTER 2065.20 cbIPJN 989;) 2065.20 2096.40 _ . .� hi ,�: - 2096.40 2029.60 2• 3%) - - -3 g "` 2029.60 - -- --- +- �4. 3� 2029.20 -_ . _- COLDPLANE �� 2029.20 2064.80 i °) 2064.80 2096.00 -- -- -+ 2096.00 0 5 2 5 0 & - 2095.60 -30 -20 -10 10 20 2064.40 -1�4 °� 2064.40 2095.60 i (_ 1 # . 2095.20 5.18q - - -CROWN 2095.20 1/4 CROWN 1� 1/4 -30 -20 1 ppb 0 16-COLDPLANE 20 30 +----�_-�--_ 5 g� 2094.80 LIP OFGUTTER 1 1� 1' k AC BERM LIP OF pti' pry 1/4 ROWN 2094.80 f ! 119°) `ti' 2.28'14 ry-2.877 I `4� GUTTER O �,. I 2094.40 i (_ 2094.40 {tp _. _._-_. 2027.60 3.33 .87 2027.60 2063.00 26X �l► - O uP OF _ __-._ __ • ;- 2063.00 2094.00 2094.00 2 -40 - - 0 -10 0 1 20 30 I -� 2062.60 1 49%) X pp 2062.60 COLDPLANE 2027.20 - -- 2027.20 _ � f-3.> 1/ ��� -_ (2. �a -Z !;,w) -. _--- 2062.20 5q) �3. _ : 2062.20 i� 1/4 2026.80 ' 2026.80 - -20C - 0 10 20 2061.80 52 +- ()0 = .?1 2061.80 1 ti' b OLDP CONSTRUCT VARIABLE THICKNESS ARHM-GG - O °� 2093.20 - _. __ _ __ _ . 2093.20 ROT �b 1 4 2061.40 1 4 2061.40 JOIN O �• / OVERLAY, 0.10' MIN. THICKNESS _� -20 / 0 1 COLDPLANE 20 2092.80 't 2092.80 -- - - _ LEGEND- EXISTING �j• �' 1 4 AC BERM 1 p 2092.40 �. - 2092.40 F" i ",/ 1/4 ROWN LIP OF 2092.00 f 5 '`" ' - LIP 4F 2092.00 LJ S9X �b LIP OF �• (� 1 � !_Z.�� �, � PORTLAND CEMENT CONCRETE 2025.20 'X - 2025.20 _:_3.�_ �_o- GUTTER 3976 ti -3.3� h I ►P �� °� � • C.Q.B.2024.80 2024.80 2060.00 2060.00 2091.60 -7 �.0�q) 2091.602.95q°) 5 0 f 4,59 1 _-_ ___ _. g °) _ - j _:. ___ - -- 5 I _ -QG OR IAC (SEE THE NOTES ON THE 2024.40 f ( �) 2024.40 2059.60 , �Z f 3 269; -S• 2059.60 2091.20 { 4 08 1 2091.20 ARHtN - CROSS SECTIONS ON SHEETS 8-11) 2059.20 - __r ' ; _ _ _ _ ._._ . 2059.20 - % OLDPLANE_ 0 10 20 -__ . -30 -20 1 4 CROWN 0 1 P.COLDPLANE20 30 CROWN 2058.80 , 8� 2058.80 / 1 I� � 1/4 AC BERM _� _20 1/4 CROWN O 1 COLDPLANE 20 30 LIP OF I o�6a 1/4 C CONSTRUCT VARIABLE THICKNESS SCALE: HOR�Z' 1 "-- 10'"=2'� LIP OF ,Y I � I ,h h I ARHM-GG OVERLAY, 0.10 MIN. VERT: � 2 2022.80 UTTER - 2• X X4.38 2022.80 51• �'� 1/4 ROWN GUTTER 2.00 -S i'� THICKNESS G 1% -- �' 4, LIP OF Op• 1 �, 2089.60 1 - X , , 2089.60 2022.40 �. - h LIP OF k _ ( 2022.40 2057.20 GUTTER -_-50% -_._ 2.84Jr - -�- 2057.20 2089.20 { _ - (, �:�. -3 2089.20 2022.00 -COLIIPLANF-- _ 4.�g'g; •._ 2022.00 „� _ _ LI R - o { ` - �pF E SS/ __ 1 j 2056.80 3 40c% f-2.84% 2056.80 2088.80 ) �3 GUTTER 2088.80 o P J. 2021.60 - , I 2021.60 l ,) ` . 2088.40 2056.40 _ _ _ , .1g 2056.40 2088.40 I - _ _ 0.1� A4HM-66 f-g -30 20 1 10 20 coIDPLANE f'3.11$) ,t I - �n p�q i / 0 _ 1/4 C k 2056.00 _ - ,5.2� 2056.00 2088.00 OSIS D-"18__� tit °� - f-2 gj q 2088.00 1 4 CROWN spry 1 �, AC BERM 2055.60 °% 2055.60 -30 -20 OVER 410 AB 0 1 °}20 30 u No. 24953 m LIP OF p' _ '� -30 -2O 1/4 ,,6 O 1 COLDPLANE 20 w ni UTTER p`1' 2.3'4% s�s gyp' - - i 1/4 ROWN CONSTRU VARIABLE THICKNESS ARHM-GG PROP. C RB pe, 1/4 CROWN COLDPLANE * Exp. 12-31-01 2020.00 - 2020.00 (� 0 OVERLAY, 0.10 MIN. THICKNESS AND ( R p• 1 23 .�•s LIP OF 1 ey o- 2087.20 CIVIL (� ti 3 5 LIP of _ __ _ _ 8h ___._ ___ ___ - 2087.20 2019.0 COLDPLAr�1E'3 %) O f`5'240 X 2019.60 GUTTER 3 79'X. _. - -207r _.y, _ }�: __ C ._ OF G��Fd - ; 2019.20 2054.00 % 2054.00 2086.80 I *-- d• 2086.80 2053.60 3.04 °) {-3.48q - 1 _ _ - �.� - --4`43X - � - DRtvE _ -30 -20 - 10 20 °) (-2.29 S I _4 - g- - Re.- _ 2053.60 2086.40 ` APPROAC 2086.40 1/4 1/4 CONSTRUCT VARIABLE THICKNESS ARHM-GG 2053.20 - COLDPLANE )- 2053.20 2086.00 I I • . - �2. - -I 2086.00 OVERLAY, 0.10' MIN. THICKNESS 2052.80t5o v j 2052.80 2085.60 I 1 (, LIP OF 1 + l - 0 °� _ _ : - : 3.09 . -5, 2085.60 Z4 3O -ZO 1/4 CROWN O 1 COLDPLANE 2O 30 2085.20 ___ _. __ - _. � . O 2085.20 2017.60 GUTTER _ Q.82% - 1.82% -4' z - 2017.60 AC RM - _ _..- __ , 9 `{"� 2% '�� I �O 2084.80 -. --_� 2084.80 2017.20 1.82,70) _ � 2017.20 �• 1/4 CROWN -40 -30 -20 -10 0 1 30 2016.801 _ I COLDPLANE 2 ; 2016.80 LIP OF % �p _3�9 GUTTER *,65 -_ X 'y�. LIP QF_ PROP. CURB 1/4 CROWN COLDPLANE -30 0 10 20 2050.60 �� `3.98%) f-3,62�) -- 2050.60 AND GU�fj� -0.15' ARHM-GG 1/4 GUTTER ' ^ CROWN LIP OF 1/4 CROWN _ _ � - _ _.._ __ .._ 2084.80 �' _ _ _ .._ _../.._ 2084.80 (� 1/4 CROWN AC BERM 2050.20 COLDPLANE ''` 1.87X 1 f-_4 2050.20 2084.40 - __ 4 , - -� 2084.40 DESCRIPTION OF REVISION DATE CITY 2015.20 �4.g8Z - 2015.20 2049.80 1 r °� __: _ 120 _ _ .. _ . t { - cOLDPLANE 49 80 2084.00 2084.00 2014.80 _ 8 2014.80 2049.40 ' - - -10 _ _ 2049.40 -3. �. (1'�1 ° -30 20 1/4 (R� 0 10 20 30 2083.60 - ,� - i 2083.60 CITY OF RANCHO CUCAMONGA 2014.401 .COLDPL A°tdE 0� 4 3` �� , 2014'40 CONSTRUCT VARIABLE THICKNESS ARHM- 2083.20 4. �• 2083.20 1 ,�1. E S GG r', y ---6S �8 - LIP or- 0 10 20 r rp 1/4 CROWN OVERLAY 0.10' MIN. THICKNESS 2082.80 - - - 2082.80 LIP OF p�. `� 1 1 _ < 8 GUTTER LIP OF ��. GUTTER '�' 2082.40 _. _ -. 11.15' A4HM-- _ r __. _ CROSS SECTIONS GUTTER �,' ._2,79% �' -38 _- _. _.LtP OF -_ _ VER:_. X18' 5 22q _ 2082.40 p•�ti' '� �ry AC BERM 2048.00 - �. - 2048.00 2082.00 ° _­wQ 2082.00 �y 1.1 oX -4. .��L' 2047.60 58 i 2047.60 2081.60 ° 2081.60 (_3 1 . i . OVER 4� CAB 2.48% 2012.80 .55% osx 2012.80 _ # °, s SAPPHIRE STREET PAVEMENT IMPROVEMENTS `` -� COLDPLANE f -40 -30 -2O -10 O 1 COLDPLANE 30 2012.40 �, (1.83 ° - � 2012.40 2047.20 - 1� 2047.20 09 a) 4 2046.80 , :'S a) - 2046.80 1/4 CROWN hh 2012.00 -- - �--_- pg ° 2012.00 l 1 1 COLDPLANE 2046.40 _ _ . - . -to 2046.40 R/W 0 1 1/4 CROWN STA 42+00 TO STA 59+50 0 10 CONSTRT VARIABLE THICKNESS ARHM-GG -30 -20 1/4 CROWN 0 1 COLDPLANE 20 30 2081.60 - .� a _ 2081.60 - - - so- Q� yy OVERLAY, 0.10' MIN. THICKNESS I �� r 1/4 OWN 2081.20 __ _ _ _ _ ._ __ _ _ 2081.20 APPROVED 8Y' ' - OATE:�2 /70 LIP OF `C . LIP OF pp-0.32X gyp. `� AC BERM GUTTER I 2080.80 pR0>�. CURB - •7QX _ _ 2080.80 CITY ENGINEER �.�,LC.L(.tn,��/jif' RCE: 24953 ,GUTTER _.�55X �' -3 gyp' _ - 2.10% -3 8@� � ttP OF _ 2080.40 ug q � � 2080.40 RECOWAENM AND GUT71ER 2010.40 f _ - ._ .� - r 2010.40 2045.20 - 2045.20 ! i DE51GN p�N pR E PARE c e 2010.00 _ - {-0.0 a) ..� J. n o 2080.00 - - --- - � ? .. -t+tz- 2080.00 off\ p� ) :. ...-_ -� 2044.80 .-_ -_ - ' - - ' ._ -._ -_ 6. _.�.- . _ .-_ ...Gu1TE9 R 8 - r .�0/nl. _- ------ - --�-�:�oy - -- 2010.00 2044.80 f_�.62� \ °� ;'-3.38q ; : , 2044.40 2079.60 : # 1 _ , �3q� ex.. 2079.60 CITY OF RANCHO CUCAMONGA _ d _ 2009.60 I 1 'T 2 0 O ) 1 2009.60 2044.40 _-_ COLI7PLANE I 4, ` ' 2079.2055 10500 CIVIC CENTER DRIVE - -- o 2078.80 1. .. - O� _ 2079.20 RANT) RANCHO ICUCAMONGA, CA91730SFIEEf -30 -2�OLDPLANE- O 10 20 2044.00 ----_-------- - , � �,34�� � 2044.00 -- -- COIOPLAN�°J; j B 2043.60 c LDrSLANE . - - 2043.60 t 1 2 880 10 or 1 1 -30 -20 -10 0 1 20 30 -40 -30 -20 -10 0 1 0 30 �� R.C.E NO 937 DRAWING N0. JD DATE 3-9-9e _FILE NO 7-05 1713 LIP OF 1/4 CIRONryM � 1/4 CROWN LIP OF GUTTER �VN GUTTER b b&%*6EXISTING CURB AND GUTTER, EXISTING AC �b 1,86% -1.33X OR CROSS GUTTER 2161.20 -2.32X t 2161.20 1/4 CROWN PER PLAN 10't 2160.80 . COLDPLANE G (1 COLDPLANE _ 2160.80 ( r -20 �J�j v �J 20 30 LIP OF 1/4 I 11110T, bCIP/ 1/4 ro AC SWALE GUTTER g - 2158.80 3. :,:: Q _ `F. _ �i4 2156.80 C 0 L D P LA N E DETAIL ETAIL (YYP. ADJACENT TO CONC. GUTTERS) COLOPLANE DEPTH: 0.10COLDPLANE 2156.40 .,68 2156.40 FROM LIP OF GUTTER DEPTH: 0.00' 2156.00 1COLDPLANE 6 5n 2156.00 SCALE: 1 " = 2'-0 -20 LIP OF 1/4 OWN 0 ,� 10 20 30 VARIABLE DEPTH COLDPLANE (0,10' MAX.) GUTTER I, O g�j• 1/4 CROWN �� O - 1.14% I AC SWALE Q V� 2153.20 2.2 - - - 2153.20 0 0� 2152.80 6; I EXISTING CURB AND GUTTER, Q 2152.80 ( ) (�5 S.40x 2152.40 OR CROSS GUTTER 2152.40 6 5 00 O P 2152.00 ; C�oPLAN - _-- 0° 2152.00 3/8" LIP -20 1/4 CROWN 0 10 20 30 CONSTRUCT VARIABLE THICKNESS I �O OVERLAY DETAIL (7YP. ADJACENT TO CONC. GUTTERS) LIP OF 1 4 ARHM-GG OVERLAY, 0.10' MIN. _ - -- - - - - W ►, , GUTTER I b k�' / AC SWALE THICKNESS SCALE: 1 = 1 -0 k 1.26% 2149.60 2, 3% 4'sx , 1 2149.60 - OVERLAY 0.13' VARIABLE DEPTH OVERLAY (0.10 MIN.) 2149.20 _. 1.32%)__ ` _- 2149.20 L- - - - - PRIOR TO OVERLAY, APPLY WEED KILL AND ALLOW TO SET FOR 14 32%; - L 3 2148.80 �4.35q 12148.80 DAYS THEN ROUTE ALL CRACKS 1/4" OR GREATER AND APPLY CC�DfANE0 °) I 2148.40 2148.40 CRACKSEAL. REFERENCE CONTRACT SPECIFICATIONS 302-5.1 . I f j -20 1/4-10 CR 0 6 1/4 1C 20 30 \G� P I -�� `kh� I �c AC SWALE Q� � GUTTER 2.59% 1.56% �L, -4. 4kb• Q�Q�O�� PCO AC BERM OR SWALE OVERLAY D ETAI L 2145.60 - `� '4. - 2145.60 �� �� DO NOT COLDPLANE ADJACENT TO AC BERM OR SWALE) (1 3'v°) (_4 SCALE: 1 " = 1 '-0 2145.20 ! 1�q) 2145.20 F� �1 ,�O WHEN NEXT TO AC BERM OR SWALE 2144.80 1 0 00 TO 2144.80 : r LIP OF 1/4 CROM�, �� 1/4 CROWN 20 CROSSGUTTER I N. �k�'' I b, AC SWALE 1.68% 'b -4 '� VARIABLE DEPTH OVERLAY (0.10' MIN.) 2142.00 - 2. �' '�`�4 � 2142.00 PRIOR TO OVERLAY, APPLY WEED KILL AND ALLOW TO SET FOR 14 2141.60 (1 'S5 0) ai 2141.60 DAYS THEN ROUTE ALL CRACKS 1/4" OR GREATER AND APPLY 2141.20 - _ 50 _ %) _ _ _ 2141.20 2140.80 -- - -+ � 2140.80 CRACKSEAL REFERENCE CONTRACT SPECIFICATIONS 302-5.1 . -20 -10 10 20 LIP OF 1/4 (MOWN It .1 1/4 CROWN GUTTER I �9k ,�• / I � AC SWALE 2.30% -_ 4. '�� - - - 1 IF4x8 CDX 3/4 PLYWOOD SIGN PAINTED ORANGE WfTH 6 BLACK 2138. ---�• 2138.00 �"' �4 54X � HELVETICA LETTERING. LINE SPACING SHALL BE 3". TYPICAL 2137.60 2. 0%) 2137.60 WORDING SHOWN, EXACT WORDING SHALL BE AS DIRECTED BY 2137.20 ' AN "'3 ©O l_4 5 7 °) 2137.20 THE CITY. SIGN POSTS SHALL BE 4"X6", WITH 36" (MIN.) COLIIPL E 1 EMBEDMENT BELOW GRADE. 2136.80 ' 2136.80 LIP OF -20 1/4 fo" ,�,�►� 1/4 10 20 7 GUTTER I T .`'r 1CROWN AC SWALE PHIRE STREET , 234. 3.31 . �. .3�x 2 SROM MOON COURT 2133.60 % ,� 2133.60 2133.20 _ (2 2 _ ) >� � �� � .,� 2133.20 TO ALMOND STREET 2132.80COLDPLANE _. . . _- ) 2132 80 REDUCED TO ONE LANE 2132.40 _�D 1 2132.40 -20 1/4 CRowN ti� 10 20 (DATE) TO (DATE)LIP LEGEND: GUTTER I tie��2'7 2% '\ 1/4 I 1,FAC SWALE USE ALTERNATE ROUTE PORTLAi�tD COMMCOMMCOIVCREI'E 2129.20 } 3�4X _ _ . _- 2129.20 C.A.B. 2128.80 ���°) 2128.80 ARW-GG OR AC (SEE 7W NOTES ON THE 2128.40 i COLDPtANE ('S 1 S q) 2128.40 CROSS SECTIONS ON SHEETS 8-11) 2128.00 -6 " ; ' - - 2128.00 LIP OF -20 1/4 ,0 1/4 20 AC SWALE 30 GUTTER I - '�' I e SCALE: HORIZ: 1„= 1,0' ,�' 0.97% - X 's VERT. 1 =2 2124. - .�. - 2124.00 ((1� � NOTES: 2123.60 COLDPLANE;9��O) 6 1 � 50 �-3'03%) 2123.60 1. THE CONTRACTOR SHALL INSTALL THE SIGNS 7 DAYS PRIOR TO P�pfEJ. 2123.20 1 L 2123.20 o ►,M J. -f0 -- - -- _._. CONSTRUCTION. -20 1/4 ( ( 10 20 30 2. UPON COMPLETION OF THE WORK, THE SIGNS SHALL BE y LIP OF I ��� ��e 1/4 REMOVED AND DISPOSED OF BY THE CONTRACTOR. NO. 24953 z CROWN v ni GUTTER 0 ti� 0.38% I tik AC SWALE 3. SIGNS SHALL BE FIELD LOCATED WITH THE CITY INSPECTOR Exp. 12-31-01 3' ... ._ �Q,�,�x. , ,� _ . 4c 2118.60 118.60 CIV 1\. �r I 2118.20 A �,� e 118.20 �F 2117.80 I �) }} 2117.80 2117.40 1 _ _ -1 i - 2117.40 -20 -10 11110 20 30 1/4 CROWN 1/4 CROWN CONSTRUCT VARIABLE THICKNESS ARHM-GG C'�E R/W I I OVERLAY, 0.10' MIN. THICKNESS 2116.40 - - 2116.40 2116.00 - _ 2116.00 2115.60 ` ur - - __. L J L J 211560 2115.20 i ti `.: ... ._.__:. '� - 2115.20 11 _ ,) ,�$ .2114.80 '` 2114.80 CONSTRUCTION N I SIGN CITY 2114.40 3.4, 2114.40 DESCRIPTION OF REVISION DATE, , 2114.00 2114.00 SCALE: NTS 2113.60 1 _ ..60 .5� (,�s�g •49x.- 2113.60 CITY OF RANCHO CUCAMONGA 2113.20 °) / 2113.20 2112.80 1 1- 2112.80 -40 -30 -20 -10 0 10 20 30CROSS SECTIONS •�. 1/4 CROWN 1/4 CROWN S.APPHIRE STREET PAVEMENT IMPROVEMENTS 2112801 2112.80 2112.40 12112.40 2112.00 , , ,• _ _ 2112.00 STA 60+00 TO STA 66+50 2111.60 ; 2. .8 ��~ - - - _ 2111.60 2166.40 _ .I - 2166.40 2111.20 r - - ©. AC-SWALE, 2111.20 2166.00 I 2166.00 APPROVED BY: 2110.80 I °) - 2110.80 2165.60 9�) --i"' - 2165.60 CITY ENGINEER l RCE: 24953 2110.40 (_5.4 �8�. _ 2110.40 2165.20 I I (-0.950 -y► 2165.20 p PLAN PREPARED B' RED01100015M)ED I _ _.- I _ __ o) b� 2110.00 -- �9 21to.00 21s4.eo I- I7-3•51�� 2 cse RANCHO CUCAMONGA f3R 2109.60 ! : o9g) } 2109.60 2164.40 I j 6 6 50 2164.40 CITY OF RA ° I I 10500 CIVIC CENTER DRIVE -30 -20 -10 0 10 20 30 -40 -30 -20 -10 0 10 20 30 RANCHO CUCAMONGA, CA 91730 SHEET CSB 11 11 CHECKD R.c.E. NO 3W37 DRAWING NO. JD DAW_ 3-9-se FU No 7-0 1713