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HomeMy WebLinkAbout1835 PROJECT LOCATION - - - - N A > CITY 0. F RANC_ --- J lal LEMON AVE N a > W Z = CONSTRUCTION PLANS FOR > o CJ V) Z J Z Q Q = Q Q = Q m U V) (30-- � a c a w RANC 0 CULEM AVFN uCAMONG ELEMON -J AVE FONTANA ' D E E J a S � RM RAIN XTNSION G", PROJECT 111111111114�_O � 0 LEMON AVENUE LOCATION HIGHLAND AVE ONTARIO POMONA ,j FROM KLUSMAN AVENUE TO AMETHYST STREET ROUTE-3° - - - - - - - - 8 � AND �I 5; AMETHYST STREET 19TH AVE Y FROM LEMON AVENUE TO 160 m NORTH VICINITY MAP TO BE SUPPLEMENTED BY CALTRANS STANDARD PLANS DATED JULY, 1999 LOCATION MAP x NTS AND CITY OF RANCHO CUCAMONGA STANDARD PLANS DATED MAY, 1992 NTS GENERAL NOTES GENERAL NOTES SHEET INDEX I . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF 10. ALL PIPE LINES OR SUBSTRUCTURES OF ANY KIND; TELEPHONE OR POWER I TITLE SHEET RANCHO CUCAMONGA STANDARDS, AND THE STATE OF CALIFORNIA DEPARTMENT OF POLES, WATER METERS, VALVES, FIRE HYDRANTS, etc. SHOWN OR NOT SHOWN 2 TYPICAL SECTION & CONSTRUCTION NOTES TRANSPORTATION STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - ON THESE PLANS WITHIN THE RIGHT-OF -WAY LIMITS OR IN ADJACENT AREAS JULY 1999 EDITION, CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED, OR 3-4 STREET PLAN AND PROFILE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO 5 -8 STORM DRAIN PLAN AND PROFILE 2. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE CONTRACTOR FROM CUCAMONGA. 9- 10 STORM DRAIN DETAILS RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED 11 . PIPE BEDDING SHALL BE PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING II - 12 CONSTRUCTION AREA SIGNS DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL No 341 . 13 PAVEMENT DELINEATION PLAN BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 12. TRENCH REPAIR SHALL BE PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING 3. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER FOR THE No 120. THE COST OF AC PAVEMENT AND AGGREGATE BASE MATERIAL REQUIRED CONVENIENCE OF PROJECT BIDDING. THE CONTRACTOR SHALL MAKE HIS OWN FOR TRENCH REPAIR SHALL BE INCLUDED IN THE COST OF THE PIPE. VERIFICATION OF SUCH CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY 13. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSIST OF A LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED ROCKY MATERIAL , THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS x--- IN THE OTHER ITEMS OF WORK . WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE 4. STATIONING AND TOPOGRAPHIC MAPPING ARE IN METRIC UNITS. PIPELINE NATIVE MATERIAL. DIMENSIONS ARE SHOWN IN DUAL UNITS WITH METRIC UNITS SHOWN FIRST AND ENGLISH DIMENSIONS SHOWN IN PARENTHESIS. 14. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN 5. STATIONING REFERS TO CENTERLINE OF PIPELINE AND STREET STATIONING THE ROADWAY HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND REFERS TO CENTERLINE OF STREET. ROADWAY IMPORVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. 6. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION 15. NO POWER EQUIPMENT, INCLUDING BACKHOES, SHALL BE PERMITTED WHEN WORKING WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF -WAY. WITHIN 0. 6 M ( 2 ' ) OF THE 120 " MWD PRESTRESSED CONCRETE CYLINDER PIPE (PCCP) . HAND EQUIPMENT ONLY SHALL BE USED. 7. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLEY RESPONSIBLE FOR ANY DAMAGE 16. CONTRACTOR SHALL NOTIFY MWD (MR. JOSEPH MARTINEZ, 909- 392-5095 ) TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS AT LEAST TWO WORKING DAYS (MONDAY THRU THURSDAY ) PRIOR TO WORKING IN THE OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. VICINITY OF ANY MWD FACILITIES. 8. WORK SITE SHALL BE IN A NEAT, CLEAN, L BECANEDUPONRQUESTOF ZR2FREE, ORDERLY ESTATE, THE � (JILT THROUGHOUT CONSTRUCTION. SITE SHA x INSPECTOR. By 9. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO Date: 2 0 EXCAVATION. PROVIDE FOR YOUR CONVENIENCE ARE THE FOLLOWING: CONTRACTOR ' S RESPONSIBILITY FOR SAFETY A. VERIZON ( 800) 422- 4132 IN SUBMITTING A BID FOR THIS WORK, THE CONTRACTOR AGREES THAT HE SHALL ASSUME FOR UNDERGROUND SERVICE SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT: INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: B. SOUTH CALIFORNIA GAS COMPANY ( 909 ) 394 - 4356 THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL No. DESCRIPTION of REVISION DATE c" Y 1981 W. LUGONIA AVE. WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE APPROVFD REDLANDS, CA 92373 -0306 OWNER AND THE ENG I NEER HARMLESS FROM ANY AND ALL LIABILITY , REAL OR ALLEGED. CITY OF RANCHO CUCAMONGA RpFESsio IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR 10440 ASHFORD STREET oe C. COUNTY WATER DISTRICT ( 909 ) 987- 2591 LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. LEMON AVENUE STORM DRAIN EXTENSION' �y 10440 ASH N EDWARD NG `- RANCHO CUCAMONGA, CA 91 729 TITLE SHEET Z No. - _-- 46767 n No. ___ 0/03 D. SOUTHERN CALIFORNIA ED I S I ON ( 909 ) 357 -6585 BENCHMARKS CIVIL \p 7951 REDWOD AVE. OF CALF FONTANA, CA 92336 BM#7-F- 88 ELEV 468. 966 m ( 1538. 60 ft ) APPROVED BY 4N . E. CHARTER COMMUNICATION _ CITY ENGINEER „ RcE. 24953 x UNDERGROUND SERVICE ALERT 7HAR CENTRAL AVE. CALTRANS BRASS DISK STAMPED 7 F-88 I N TOP OF EASTERLY CURB ARCH I BALD AT THE NORTHEASTERLY CORNER OF HIGHLAND AVENUE AND ARCH I BALD AVENUE, 6 1 0 mm ( 2 ft ) DESIGN PLANS PREP►► Eo Br= RIVERSIDE, CA 92504 EN9- ENGINEEERINGECOORP. WESTERLY OF STREET LIGHT 2362330E, I . 524 m ( 5 ft ) NORTH OF CATCH BASIN. o 0 Call: TOLL FREE -- O — DRAWN 1836-L COMMERCENTER CIRCLE SHt t_ 1-800 V etr�C SAN BERNARD I NO.CA 92408 1 > ; E N g TEL 909-890-0477 ( OF 13 422-4133 ALL DIMENSIONS ARE I NCHECKED - FAx 909-890-0467 DRAWING NO. TWO WORKING oars BEFORE YOU DIG METERS UNLESS OTHERWISE SHOWN. SFH -- - x83,5 _ a R.C.E. N0. 4676 FILE N0. FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS I t l l l l l l l CONSTRUCTION NOTES Aa REMOVE CONCRETE CURB AND GUTTER m SOUTH LEMON AVE NORTH WEST AMETHYST ST EAST B REMOVE CONCRETE SIDEWALK m2 x R/W zR/W R/W 10. 058 ( 33 ' ) 10. 058 ( 33 ' ) R/W C REMOVE PCC CROSS GUTTER AND SPANDREL m2 10. 058 ( 33 ' ) 10. 058 ( 33 ) _ _ --_- _ i D (NOT USED ) I EA . 219 1 . 2 1-9- 1- . 981 6. -706 ( 22' ) _;_ 6._ 706 ( 22' ) 1 . 9-8 1 -6.-706_ (22 � � .ice 6.... 7.06_ (-22 '-)- 1 - 98-I-- ( 4 ' ) r(6. 5 ' i � ( 6 5 ' ) ( 4 1 ) ( 6, 5 ' ) Q-- 0. 610 REMOVE CONCRETE DRIVEWAY APPROACH m2 0. 610 6. 096_ (20 } _6. 096 ( 20 ) 0.--_6 I-0 - 6. 0. 9.6 ( 20 ) 6. 0.96 ( 20 ' ) 0 610 ( 21 ) ( 2 0. 152 ( 2 ' ) � ( 2 ' ) F RESET MAILBOX EA 7 --w- (0. 5 ' ) i G - RESET SIGN EA i - _-- ---- 2% 2% H REMOVE TREE AND CAP IRRIGATION LINE USED FOR WATERING REMOVED EA z=_=,------ 2% VAR --( 2%-+) z_=__-7- TREE O 102 mm ( 4 " ) AC 0 �- PROTECT IN PLACE LS Lt102 mm ( 4 " ) AC 2 102 mm ( 4 " ) AB O 102 mm ( 4 " ) AB A 4 A 4 2 CONST AC PAVEMENT PER LEMON AVE TYPICAL SECTION tonne 0 A (:4) O O 3a-LEMON AVENUE AMETHYST STREET CONST AC PAVEMENT PER AMETHYST ST TYPICAL SECTION tonne " LMW" 6 +65 . 000 TO 9+07 . 100 " AM" 0+68. 000 TO 2 +63. 200 CONST PCC CURB AND GUTTER, TYPE A2 - 8 PER CITY STD PLAN 104 m x 5� CONST 102 mm ( 4 " ) PCC SIDEWALK PER CITY STD PLAN 103 m2 6 CONST PCC CROSS GUTTER AND SPANDREL PER CITY STD PLAN 106-A m2 7�- CONST ACCESS RAMP PER CITY STD PLAN 102 (N ) EA CONST LOCAL DEPRESSION PER CITY STD PLAN 307 8 ( SEE DRAINAGE PLANS FOR CASE ) m2 CB *8 CB #7 CB #6 U CONST DRIVE APPROACH PER CITY STD PLAN 101 m2 CURB FACE10 COLD MILL 38 mm ( 11/2 " ) AC & REPAVE WITH AC PER DETAIL ON SHT 2 m2 -- -------i i-- -------i i-- -------i ' 20 INSTALL 600 mm ( 24 " ) RCP m INSTALL 750 mm ( 30 " ) RCP m STD C&G STD C&G 22 - INSTALL 900 mm ( 36 " ) RCP m 1 . 5 1 . 8 1 . 5 EDGE VALLEYS PER 1 . 5 1 . 5 23 INSTALL 1200 mm ( 48 " ) RCP m 1 . 2 BETWEEN CATCH CASE " D " x ( TYP ) ( TYP ) BASINS 6 THRU 8 OF AC PAVEMENT ( TYP ) ( TYP ) 24 INSTALL 1800 mm ( 72 " ) RCP m 25 CONST 2400 mm x 750 mm RCB PER DETAIL ON SHEET 9 m LOCAL DEPRESSION AT CATCH BASINS 6 THRU 8 NTS 26 -- CONST CURB OPENING CATCH BASIN PER CITY STD PLAN 300 (N ) 5 EA CONST CURB OPENING CATCH BASIN PER CITY STD PLAN 303 EDGE 27 WITH BASE MODIFIED PER CITY STD PLAN 309 ( N ) 4 EA OF AC 1 . 5 1 . 8 1 . 8 VALLEYS PER PAVEMENT 1 . 8 1 . 5 28 CONST RCB TO MANHOLE TRANSITION STRUCTURE I PER CITY I EA STD PLAN 334 AND DETAILS ON SHEET 9 ( N ) ( TYP ) ( TYP ) 1 . 2 BETWEEN CATCH CASE " B " ( TYP ) 2 EA BASINS I THRU 3 ( TYP ) 29 CONST MANHOLE NO. 2 CITY STD PLAN 319 ( N ) STD C&G STD C&G 30 CONST MANHOLE No. 4 PER CITY STD PLAN 321 (N ) I EA 31 CONST JUNCTION STRUCTURE No. 2 PER CITY STD PLAN 331 ( N ) 9 EA 32 CONST PIPE TO RCB TRANSITION STRUCTURE PER SHEET 9 (N ) I EA -___ ---- CURB FACE _ 33 CONST CONCRETE BULKHEAD PER DETAIL ON SHEET 10 I EA x34 - PLANT TREE AND ADD SPRINKLER TO IRRIGATION SYSTEM A UILT# 2 EA CB #3 CB #2 CB I 35 REPLACE TURF JOINT EXIST Date: 3.�I !:a Olt PAVEMENT LOCAL DEPRESSION AT CATCH BASINS 1 THRU 3 NTS 3 . 0 ( 10 . 0 ' ) CONST AC PAVEMENT - -- No. DESCRIPTION OF REVISION DATE CI1 Y wpjw OO COLD MILL 38 mm I 0 APPROVED ( 1 112' ) & REPAVE CITY OF RANCHO CUCAMONGA Q�ypf E S S QN WITH AC LEMON AVENUE STORM DRAIN EXTENSION EDWARD NG TYPICAL SECTIONS � z No. 46767 & 49 Exp, 6/30/03 o 0 0 0 o CONSTRUCTION NOTES CIVIL 0 0 0 0 OF CAL �` ----------- ------- � � � � APPROVED BY - �— — CITY ENGINEER DATE I I I I I I R.C.E. N . 2 9E5_3 x UNDERGROUND SERVICE A�ER7 DE_SIGIJ % PLANS PREPAR D BY: RE COMM[ fJDE D -_-- - -- - ----- ENG I NEEER I NG CORP. o ENg LIM & NASCIMENTO o AC PAVEMENT TRANSITION 7 Call: TOLL FREE DRAWNr1E V) ( WHEN JOINING TO EXISTING AC PAVEMENT ) 1836-L NARDINO,CAER CIRCLE , 1-800 etric EN SAN 8909-89 -0477 92408 w 9 _ TEL 909-890-0477 _-2OF 1 3_ _ 422-4133 ALL D I MENS I ONS ARE I N CHECKED. - _---- FAx 909-890-0467 DRAWING NO. , N TWO WORKING OAvs BEFORE you o1c METERS UNLESS OTHERWISE SHOWN. SF H - R.C.E. NO. 835 FILE NO. _/ FOR REDUCED PLANS 0 20 40 60 80 ORIGIN SCALE IN MILLIMETERS PART OF 15 VC P I =486. 76 t x c8+95. 000 U 490 in 490 0 0 w 0 N t� O H v- 0 ti ti0 to to O O 0 — . � 01 1.6 0000 + N O O to ow ao m . rh � OD `* � O ~ O . In I'-- In `T v N v CO m o In m W . v O Qr+ Q + w o co m O 0. 520% � � CDCONSTRUCTION NOTES 485 dl _v _____ v �" g A REMOVE CONCRETE CURB AND GUTTER �T C LEMON AVE B REMOVE CONCRETE SIDEWALK Q W REMOVE PCC CROSS GUTTER AND SPANDREL W � = � (NOT USED) W Z 18 VC E� REMOVE CONCRETE DRIVEWAY APPROACH WI PI =486. 756 S 08+90. 000 (D— REMOVE AND REPLACE MAILBOX WITH LIKE KIND 4 90 U > L=13 . 040 490 REMOVE AND REPLACE SIGN WITH LIKE KIND x > m A/4=3.260 Q `'' o o cr A/4 e/4 d4 A/4 H�-- REMOVE TRE E 0 00 rn o u w v w O co o ``' m �I PROTECT IN PLACE rh O — w O op O t` N lD CO N to N In N N O N w O CO 00 cD r1- Q, n r- N to O o�. CONST AC PAVEMENT PER LEMON AVE TYPICAL SECTION v Ol CO OD + O N O N CLO O X O co O W v °° m rn U-) 0c) +w W � O 0. 520% u, 4a- CONST PCC CURB AND GUTTER, TYPE A2-8 PER CITY STD PLAN 104 OD + cc) ao COw . vti v v v v vti mcDw -- 0. 520% v w- ----------- 5a- CONST 102 mm (4" ) PCC SIDEWALK PER CITY STD PLAN 103 w- r- 0c) 485 TAN= SOUTH TOP OF CURB7r w o N 485 6 CONST PCC CROSS GUTTER AND SPANDREL PER CITY STD PLAN 106-A 3. 75% o � � � U-) m 7a- CONST ACCESS RAMP PER CITY STD PLAN 102 v - v v M CONST DRIVE APPROACH PER CITY STD PLAN 101 Q 10 COLD MILL 38 mm ( II/2 " ) AC & REPAVE WITH AC PER DETAIL ON SHT 2 A/4 d/4 d/4 E/4 ~ 4 35 REPLACE TURF L=12. 81 A/4=3.204 9+00 8+00 7+00 6+00 x PROFILE HOR I Z 1 : 500 VERT 1 : 100 LEGEND CONST AC PAVEMENT O CONST PCC CURB AND GUTTER O KLUSMAN CONST PCC SIDEWALK O CONST CC COSS GUTTER "LMW" 1+23. 845 POT= A V E N U EI CONST LOCALRDEPRESSION AND SPANDREL O "ML" 1 -00. 000 POT I6 II CONST DRIVE APPROACH O OR/W OC&G O SW 10 JNz + O - - - - — - - - - - - - - - - - - - - - - - - - - - - - -- -- -- - - - Q - - — - - .' n ►1 �.. . ,. ► Z w O F- " LM�V -L 11E 7+ �? td_ 8'9 33 37 £ W o �, 2 LEMON 8+00 A VENUS © _ w - 89 � � E _ u I LT x w - -- _:_ By Z B y- W - 1 ! .,. 1 1 h j i 1 1 1 i W _ gate: 3�'Z_�o�____— Z 2 LLJ ST STI/ I 1 7 rjR. S T cr W = OTREE 4 A TREES F LIGHT F TREE O LIGHT = - 2 w U F G ti TREE O LIGHT � ST mo F 1 3 I � O N 5 —� JOIN M W O O L I GHT o J r: B G 10 PAVE rn r— �n Oca 0 OD o + M ALACHI E w m cllY cwD = tw = v m o- ti I A V E N V �o r1- w ] Ivo. DESCRIP�ION OF REVISION DATE APPROVED = N ern � r— � tD 3 to = w w tp = OAU rJ '- J ,r � '1 crm I � I � w � > u CITY OF RANCHO CUCAMONGA - 3 = 3 = 3 Q�pfESS �ON = 3 U -i U J Q W U C7 m W U F- LEMON AVENUE STORM DRAIN EXTENSION 66 06 EDWARD NG E E E E c N � J � w 3:: — - LEMON AVE — STREET Z W No._ 46767 � U u -i w c� U � w w PLAN AND PROFILE � _ CD — = mm Exp. 6/30/03 v ± v v ± v s,4 CIVIL \P _ Lc) = a- (2) CURVE DATA STA 6+65. 000 TO STA 9+00. 000 OF CAL lfu` L) m w u m z 4O NO R 0 T L APPROVED BY m - m w - w Di 8. 230 89° 12' 38" 8. 117 12. 8 14 CITY ENGINEER DATE R.C.E. . 24953 x UNDERGROUND SERVICE ALERT 8. 230 90° 47' 22" 8. 344 13. 040 DESIGN PLANS PREPARED BY: Rt MA D � s z 4 4 E N g L I M & NASC I MENTO Call: TOLL FREE -- -- ENG I NEEER I NG CORP. \ if 0 0 DRAWN WPJ 1836-L COMMERCENTER CIRCLE I N � 1-800 a tris PLAN E N g TSAN EL BERNARD I NO, CA 92408 3 OF 1 3 w 77 422-4133 SCALE 1 : 500 ALL DIMENSIONS ARE IN FAx 9o9-ego-o46� __ - _ ___-- _ METERS UNLESS OTHERWISE SHOWN. CHECKED DRAWING No. , V) TWO WORKING DAYS BEFORE YOU DIOSFH -_ _ R.C.E. N0. 4403 1835 _ a FILE N0. FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS 1 1 1 1 1 1 1 1 1 L=12. 927 L=12. 952 494 � d44 A/4 A/v~i &/4 6/ 32,L1/4 A/4=3.238 .-.. � O � x U cr A/4 A/4 AM A/4 00 CO w w U MT U m LLI U 492 N °° `° ° 488 M N O `L' Oo M O O N x4. 3 v m m 0 o � 0o pp/ v L=12. 901 OD co U-) A/4=3.225 `r m p co co 490 Cr ei4 Ai4 Ai4 ei4 490 486 cr N-i U ~ � w U w v � 00 c w Z _ SE CURB m o co m 4• appy o � 4 8 8 RETURN PART OF a, � o v v 00 01 � OD W `° 15 V C Q m v co v 00 00 OD Q N p1 n- Q ii ? EAST TOP OF CURB 486 Z ~ N ~ + 494 rn + o D/4 ei, A/4 N4 �' � M° o w M , L=12 . 927 , w 0 00 A/4=3.232 0o v0 a -j x o x 0 Q 492 "T0 488 N � � + + �, . V) o m + `L v I W c� ti Z r,--co m �� W - _ � � 0c) + 0 o0 . � 3` 0 . 0 W = � N II v m � 10D co - 00 + tn490 OMON 490 486 � � W - o � w ,5.56000 6 U in ~ ' 3ppY. °' o cn v a 488 LEMON AVE Q x AMETHYST ST , , _ � CIL 0o r— x w 73C U-) N W L=9. 587 ago a _j In z L--9- 564 00 0 494 4 v N w 4A/ 4A/4A/ 42.391 � 486 U w U cr m U C L=9. 574 4 9 2 4. 3opy '; Lo M -) co Lo 0 &//4=2.39 --------------- O Ornul � rnma, m oo °iOO � L=9. 578cr q- -ti a) Ma) °' cn 4=2.39 w v j V 4A, 490 488 0 co 490 cr Ir o 00 - U U OO � r` rj cO 4. 3p CONSTRUCTION NOTES p; 488 486 aA REMOVE CONCRETE CURB AND GUTTER WEST TOP OF CURB 00 OD v 00 0o 0o Vr `r � �* v _ SW CURB B REMOVE CONCRETE SIDEWALK 486 RETURN REMOVE PCC CROSS GUTTER AND SPANDREL 2+00 �, PROFILE 1 +00 9+40 9+00 Q (NOT USED) _ 00HOR I Z I ' 500 `o CURVE DATA Ea REMOVE CONCRETE DRIVEWAY APPROACH 00 U U-; co Ln VERT 1 : 100 a) -' a; NO R 0 T L - RESET MA I LBOX (_D I.— O 00 OD 00 00 CO 01 c0 a'1 . „ cr cr oco r- I 8. 230 90 0 0 8. 230 12. 927 In co < v + v + ao o � o co G� RESET S I GN - m w `o r` `� 0 `r 0 Co 0 w 00 rn O 8. 230 90° 0' 0" 8. 230 12. 927 O O = = 0 00 t° = C° = F- - REMOVE TREE AND CAP IRRIGATION LINE USED FOR WATERING REMOVED . cr 0 r` + 0' a_ cr o- r- + co v 3 cr 0 . H N0 - . NU < Ua 0 - mm � � 3O 8. 230 89 49 5 8. 204 12. 901 TREE Nu co - m = w = co - ± m m -� o coqO 8. 230 900 10' 36" 8. 255 12. 952 I� PROTECT IN PLACE NSF- 0` m ti + cc Er w a "AP" m a OI cr g . 0 5 6. 096 890 58' 56" 6. 094 9. 574 goo LINE SEE S H T 3 _ O 2� CONST AC PAVEMENT PER LEMON AVE TYPICAL SECTION 10 TREES 4 A w a G cr m 6 6. 096 90° 1 ' 2 1 " 6. 098 9. 578 a w w _ MA T C H L I N E u a O 3� CONST AC PAVEMENT PER AMETHYST ST TYPICAL SECTION O 2 OL ST 5 7 STA 9 +0 7 w O 6. 096 89° 53' 26" 6. 084 9. 564 I 7 R/W TREE SIN PAVE 7 IGHT 4a CONST PCC CURB AND GUTTER, TYPE A2-8 PER CITY STD PLAN 104 5 6 1 R/W B PPOI 3 rn / i 4 5 O O 6. 096 90 6 34 6. 108 9. 587 I0 3 CONST 102 mm (4" ) PCC SIDEWALK PER CITY STD PLAN 103 G 00 - - - - - _ _ = -- _ _ -- CONST PCC CROSS GUTTER AND SPANDREL PER CITY STD PLAN 106-A n x X X �.T �� 6 - - - 0 0 Z G � a0 G GIPP 6 O z w1 "AM" LINE 7 CONST ACCESS RAMP PER CITY STD PLAN 102 (N) I - o z w „ 8 _ j_ _ - - N 0° 37 ' 18" W > 10 CONST LOCAL DEPRESSION PER CITY STD PLAN 307 8 G C O OD o > A E T H Y S T 8 E E T 2+00 C 6 3 H (SEE DRAINAGE PLANS FOR CASE) Q O o M _ a� STD PLAN 101 - - - _ - - - - 9 CONST DRIVE APPROACH PER CITY • _ tQ — �== - - - - 5 B 16, x - 3 2 5 10 COLD MILL 38 mm ( II/2 " ) AC & REPAVE WITH AC PER DETAIL ON SHT 2 34 4 A , 8 7 G O B 34 4 A 6 OIN PAV F �F G ! JOIN - PLANT TREE AND ADD SPRINKLER TO IRRIGATION SYSTEM r, r` 3 5 ,� w 5 B v 35 co 7 ( PA 7 11 R/W N 7 „LMW„ I0 7 "LMW" 9+ 14. 832 POT= 35 REPLACE TURF a; v 1 0 AM I +93. 790 POT I N "AM" 1 +00. 000 POT 'APRICOT PP, LINE H rh N "AP" 1 +00. 000 POT + r1- + 1 N Y N + r- AVENUE N TEL RISER - N J 0 LEMON J o J Q 00 F- a) F- M = 0) o6 < F- - = JM JN � ti cow, rnAVENUE o � ,` s u ' LT r— 3 z g � �ci Q u O — M ''� o oo CIIY — Co w w Q u Q u co ori rn w N = 3 + co r— + No. DESCRIPTION OF REVISION DATE = 3 = 3 0 0 N t_ r— O OD — —' O 6 APPROVED M � — w N + � 00 J r-- r` + w CON CON cO y. ° " V' Q 9 9 N D N ko N - 9 0 + o oma: 3/2 /03 CITY OF RANCHO CUCAMONGA N F- F- a- - 00 — oD — - U Q U Q Q�OFESS /ON _ -i J E E Ir m v + v + or : E w - m - �o q� Moo - w = Ln In m Q � m LEGENDLEMON AVENUE STORM DRAIN EXTENSION zz0 - -EDWARD NG - www m c w a m J w J CONST AC PAVEMENT ( AMETHYST STREET - STREET z No. -- 46767 - iPLAN AND PROFILE Exp. 6/30/03 CONST PCC CURB AND GUTTER O S1 4 C I V I L \P STA 0+86. 000 TO STA 2+63. 200 OF CAL CONST PCC SIDEWALK O5 APPROVED BY PLAN CONST PCC CROSS GUTTER AND SPANDREL 6O 8O CITY ENGINEER ( DATE � _ x CONST LOCAL DEPRESSION R.C.E. N6. 24953 UNDERGROUND SERVICE ALER1 SCALE 1 : 5 0 0 DE_ �i��!d � PLANS PREPARED BY: PFS"UI,1IvIE IIi)t i N ;rri CONST DRIVE APPROACH O ENg LIMI N&EEER I NG CORNASCIMENTOP o F y E " Call: TOLL FREE -- ENG - ---- -- DRAWN 1836-L COMMERCENTER CIRCLE �" N 1-800 SAN BERNARD I N0.CA 92408 r > , e tl'IC - - - ENg — 4- -I 3 TEL 909-890-0477 --- OF 422-4133 - -- - - ALL DIMENSIONS ARE IN FAx 909-890-0467 CHFCKED DRAWING NO. Two WORKING DAYS BEFORE YOU ori METERS UNLESS OTHERWISE SHOWN. I ` SFH R.C.E. N0. 4403 $3� — -- FIDE N0. --- -- FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS I I 1 1 1 1 1 1 1 2150 mm X 850 mm B/0 II I +_ LEMON AVE x BANYAN STREET y F DETOUR y' C5 _ ROAD ROAD ( LT ) � 150 CAP o� O CLOSED CLOSED - - O _ 2150 mm X 850 mm B/0 2150 mm X 850 mm B/0 O O - LEMON AVE LEMON AVE W DETOUR DETOUR ( R T ) - W 150 CAP 150 CAP TYPE III BARRICADE O6 7 WITH 6 TOTAL SIGNS . O PLACE ACROSS STREET 2150 mm X 850 mm B/0 2 - c2 AMETHYST ST j — x ui 4 - TYPE N - 3 ( ORANGE ) MARKER _Tz C5 / z DETOUR ( L T ) W B/W APRICOT AVENUE to > 150 CAP a LOCAL 8 _ O z W ACCESS 2150 mm X 850 mm B/O 2150 mm X 850 mm B/0 _ Oa 5 - (3 ONLY T50 AMETHYST ST AMETHYST ST 3 I ---� -� 7 B/W AVENUE L E MON - - oo - ---- DETOUR DETOUR ( R T ) - - - ROAD CLOSED 3 Z Z O5 2 Q TO 150 CAP 150 CAP W - 10 aO y C3A THRU TRAFFIC , Q 2 :D x--- �- J Y II 2150 mm X 1375 mm B/0 O _ LEMON AVE W CLOSED a AT AMETHYST ST z - STAGE 1 AND 2 DETOUR W � SPECIAL MESSA-GE SIGNS 150 CAP AND SIGN DETAILS LAND AVENUE I--- T----T — —T HIGHLAND AVENUE - - N N II N No. DE SCRIPT ION OF REVISION DAI E PI I Y M APPROVED on N CITY OF RANCHO CUCAMONGA O Q,ROF E S S ION ff q LEGEND -� - LEMON AVENUE STORM DRAIN EXTENSION EDWARD _ � DWARD NG w ROAD CLOSED CONSTRUCTION AREA SIGNS w46767 m NOTES : �' u I LT No. STAGE 1 � Exp._6/3.0/03 � OX SIGN NUMBER eve CIVIL I LOCATION OF CONSTRUCTION AREA SIGNS SHOWN ARE , � CAL� APPROXIMATE . EXACT LOCATIONS WILL BE DETERMINED tee: 27 e)-Z,, _,_ AF>F>RoVED BY E SIGN LOCATION BY THE ENGINEER . CITY ENGINEER � ���,� �� DATE � � �_ R.C.E. N . 2 953 x UNDERGROUND SERVICE ALERT FLAGGERS MAY BE USED ON LOCAL ROADS WHEN DEEMED DLSICI� PLANS PREPARED f#Y: �� BARRIER LOCATION 2 • LIM 8e NASCIMENTO NECESSARY TO ASS I ST I N SAFE TRAFF I C FLOW. EN9 mi, ENCINEEERINc CORP. o Call: TOLL FREE = DRAWN 1836-L COMMERCENTER CIRCLE - 11 I 1-800 etric B/W BLACK LETTERS ON WHITE SIGN SAN BERNARDINO,CA 92408 � > ENg TEL 909-890-0477 �- 1 OF 1.3 _ 422-4133 ALL DIMENSIONS ARE I N - --- FAX 909-890-0467 B/O BLACK LETTERS ON ORANGE SIGN METERS UNLESS OTHERWISE SHOWN. CHECKED DRAWING No. , N TWO WORKING DAYS BEFORF YOU DIG SF H R.C.E. NFILE N0.. 4676 1835 a J FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS 1 1 1 1 1 1 1 1 1 0 CONSTRUCTION AREA SIGNS ( STAGE I ) 5 O8 II � 10 WOOD NO OF POST �O PA POST x BANYAN STREET SIGN SIGN NEL SIZE POST S I Z NO. OF REMARKS NO. CODE ( ) LENGTH ONE TWO SIGNS 6 (mm) (mm ) POST POST O7 7 762 x 610 - 10 T50oC3A 1525 x 750 5500 89 X 89 x O 10 0 8 2 C3A 1525 x 750 4200 89 X 89 x 2 0 2 O3 C2, N- 3 900 x 600 3 MOUNT SIGN ON BARRICADES AS SHOWN ON DETAIL OSPECIAL 2150 x 850 4800 140 X 140 x 4 C5 ( LT ) W 7 SPECIAL 2150 x 850 4800 140 X 140 x 5 W O C5 (RT ) II SPECIAL 2150 x 1375 4800 140 X 140 x 2 CIDO x 3 1 W 3 3 z CONSTRUCTION AREA SIGNS ( STAGE 2 ) APRICOT AVENUE 9 W W Q WOOD NO OF POST O Z SIGN SIGN PANEL SIZE POST POST mI N0. ( ) SIZE N0. OF REMARKS W 5 CODE LENGTH ONE TWO SIGNS O ( mm ) POST POST 4 3 3 -�- � � I 750 C3A 762 x 610 5500 89 X 89 x 6 AVENUE I ' i O 1525 -x 750 LEMON a v m F 2 C3A 1525 x 750 4200 89 X 89 x 2 = O 5 8 3 ZF v MOUNT SIGN ON BARRICADES W ai cc O3 C2, N-3 900 x 600 6 AS SHOWN ON DETAIL al a Z 2 4 C7 750 x 450 4200 89 X 89 x 4 W O _ > -� SPECIAL x a O C5 ( LT ) 2150 x 850 4800 140 X 140 x 4 E- O SPECIAL C5 2150 x 850 4800 140 X 140 x 3 W II a O C5E ( RT )IAL 2150 x 850 4800 140 X 140 x 5 OSPECIAL 2150 x 850 4800 140 X 140 x 5 C5 ( LT ) Z O SPECCIAL 2150 x 850 4800 140 X 140 x 2 a a 10 SPECIAL C5 (RT ) 2150 x 850 4800 140 X 140 x 4 J J W II SPECIAL 2150 x 1375 4800 140 X 140 x 2 2 8 10 HIGHLAND AVENUE O O HIGHLAND AVENUE ----------------------- -------------- -------------- _------ -- CIT Y -- - -- - ---- == --- ------------- — — ---------- --------- ------- - - — -- -- - No. DESCRIPTION OF REVISION DATE - ------ -- - --- - - -- - _ _----- APPROVED - - - - -- CITY OF RANCHO CUCAMONGA - ------------- �o QaoF ES s /o" LEMON AVENUE STORM DRAIN EXTENSION CONSTRUCTION AREA SIGNS EDWARD NG - - i uj No. 467657 r" LEGEND NOTES : STAGE 2 Exp. 6/30/03 s U'LT sT CIVIL ROAD CLOSED 1 . LOCATION OF CONSTRUCTION AREA SIGNS SHOWN ARE QUANTITIES OF CAL APPROXIMATE . EXACT LOCATIONS WILL BE DETERMINED APPROVED BY _ T53 xSIGN NUMBERBY THE ENGINEER . �: 2 CITY ENGINEER � C �C, RCE. N0. 2 UNDERGROUND SERVICE Al DESIGN PLANS PREPARED I1 Y: EBF UhviME IJ[)E J E nJ g L I M & NASC I MENTO O Z E SIGN LOCATION 2. FLAGGERS MAY BE USED ON LOCAL ROADS WHEN DEEMED __- - , ENGINEEERING CORP. o 0 ' Call: TOLL FREE DRAWN ;I NECESSARY TO ASS I ST I N SAFE TRAFF I C FLOW. 1836-L COMMERCENTER CIRCLE 1-800 SAN BERNARD I N0.CA 92408 1 > � 422-4133 etrtC ENg TEL 909-890-0477 _ 12 OF 1 3 BARRIER LOCATION ALL DIMENSIONS ARE IN CHECKED - FAX 909-890-0467 DRAWING No. ,— N Two WORKING DAYS BEFORE YOU DIG METERS UNLESS OTHERWISE SHOWN. _ J SF H FILE N0. R.C.E. N0. 4676 8 35 a FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS I I I I l l l l l II I I II II 11 I I II it II II 2+63 JOIN EXISTING x W NOTES: I . CONTRACTOR SHALL REFERENCE ALL STRIPING AND W I PAVEMENT MARKINGS PRIOR TO CONSTRUCTION. 2 IC I FINAL PAVEMENT STRIPING AND PAVEMENT MARKINGS � I SHALL BE REPLACED IN ACCORDANCE TO REFERENCED LAYOUT, UNLESS DIRECTED OTHERWISE BY ENGINEER. R/W I I PLAN }, I SCALE 1 : 500 I H W +14 IOOmm YELLOW 3 300mm WHITE " STOP " ( T ) x - — FW _ _ - 1 +99 > > 0 2 N VZ " STOP " ( T ) I tTEJ.'dois 1 +88 = IL25 .444300mm WHIIOOmm YELLOW " STOP " (T ) +74 LEGEND 25 DETAIL NUMBER PER CALTRANS STD PLANS A20A THRU A24E -1— CHANGE IN PAVEMENT DELINEATION DETAIL E E "AHEAD" (T) o `0 ( T ) THERMOPLASTIC TRAFFIC STRIPE • v REFLECTIVE BLUE HYDRANT MARKER ( TYPE 1 ) Qo (D - 35 " 35 " ( T ) 2 KLU8MAN 1 +25 AVENUE 10Omm YELLOW 300mm WHITE " STOP " ( T ) " STOP " (T ) R/W IOOmm YELLOW IOOmm YELLOW 2 co dols IOOmm YELLOW - - - - - - — - - - - - - - — - - - - - - - - - - - - - - - - - - - - 300mm WHTTE - 6. 706 m IOOmm YELLOW " co — - — — - — — - — — - — — - — — - — — - — — — - — — - — — - — — 9+28 JOIN EXISTING 300mm WHITE LEMON AVENUE 6. 706 m 30Omm WHITE - - - - - - - ASwBUILT _ - x ST ST Br. CD " STOP " ( T ) II 300mm WHITE 2 R/w " STOP " ( T ) z oleo II 11 II II ) IOOmm YELLOW STOP ( T ) MALACHITE x w 0+86 JOIN EXISTING AVENUE Z 0 No. DESCRIPTION OF REVISION DATE APPROVED CITY OF RANCHO CUCAMONGA �O Q vKo ESS/o�q� LEMON AVENUE STORM DRAIN EXTENSION y EDWARD NG Z PAVEMENT DELINEATION PLAN rn u, No, 46767 rn 4t Exp, 6/30/03 LEMON AVE AND AMETHYST ST ,y CIVIL OF CALI APPROVED BY CITY ENGINEER ; DATE R.C.E. N0. 24 53 x UNDERGROUND SERVICE ALERT DE SIGIJ PLANS PREPARED BY: RE CUM[ E NL I M & NASC I MENTO g 1Am, Call: TOLL FREE --- - O - - ENG CORP. O o DRAWN 1836-L COMMERCENTER CIRCLE `hi I U) 1-800 SAN BERNARD I N0,CA 92408 1 > a e tric E N g TEL 909-890-0477 13 OF 13 �` w 422-4133 ALL DIMENSIONS ARE IN _ -- FAx 909-890-0467 — CHECKED DRAWING N0. 1 TWO WORKING DAYS BEFORE You DIG , , METERS UNLESS OTHERWISE SHOWN. _ J SFH R.C.E. N0. 4676 18.357 a FILE N0. FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS I l l l l l l l l