Loading...
HomeMy WebLinkAbout2006 GENERAL NOTES - CITY OF RANCHO CUCAMONGA IMPROVEMENT PLANS IN & SIGNALIZATION DRAINS, STRIP GSTREET STORM HIGHLAND AVENUE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. LANE CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO vICT oRu PSK THESE STANDARDS AND SPECIFICATIONS. FOOTHILL BOULEVARD 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER RWMETERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. COMMU ITY FACILITIES DISTRICT 2003� 1B 01- 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH g THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES Q Ia M fz- RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH IN THE CITY O RANCHO CUCAMONGA rar TO scvF FACILITIES ARE SHOWN ON THESE PLANS. s CHURCH AIflIER STREET 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, Varies ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANYIh?-i Varies r�„ DRAWING INDEX CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. around concrete pip* a t2 -04 bars x .� ( evepI s O.GP) APPLICABLE CODE aced \ `� ��p 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHEETI CONTENTS GARDENs �` 2001 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R. 1 OF 10 PROJECT VICTORIA � SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB- ��� 1' radius (typ.) -,..:_. __ 7 UNIFORM BUILDING CODE VOLUMES 1-3 WITH 2001 CALIFORNIA AMENDMENTS) - - - - NOTES, VICINITY MAP, GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES (199INFORMATION SITE F001HN.L BOULEI/ARD MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. C ncr t i " s own an (s to e a `L' Shape to match I.D. of pipe 2 OF 10 PLAN OF WORK 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR pans �' :4 bar hoop x 3 OF 10 ENLARGED PLAN OF VICINITY MAP CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 12" minimum all "` = 'VICTORIA G °ARDEHS MALL INTERSECTION 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING around pipe A88A - - :••:• -. DETAILS ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF �= �� PARCEL MAP NO. 15 716 RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE ,G N SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE *4 bar hoops x Kx -'" 12 •4 bars x O CONSTRUCTION NOTES MATERIALS AND/OR SURFACING. (total 2) 012 O.C. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY Typical channel wall reinforcing % Typical trapezoidal --- �--"-- � ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL channel2 GRADATION OF ASPHALT PAVING. SECTION O N 3 9 STREET IMPROVEMENTS: CONTENT AND G 16 5 6 OF SUB GRADE 1 CONSTRUCT 9" AC OVER COMPACTED SUBGRADE 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE ° - - - --- SHALL HAVE A MINIMUM OF 95% RELATIVE COMPACTION TO 2.62 FEET (0.8 M) BELOW FINISH GRADE. � . .. :. CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, Go°G�ste NA N 4 27 02 S RB WITH 24"(600 MM)GUTTER PER CALTRANS S+9--N8 0; SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. TAN 10 I 1 ONSTRUCT 8"(200 MM)P.0 C. CU DARD PLAN A87A,WFE-A2 0. TYPE A2 200 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS & VERIFIED PRIOR PAVING. L ,BLVD. ROUTE 66� CONSTRUCT CONCRETE SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PL 103 SAWCUT EXISTING AC PAVEMENT. M ) MINIMUM WIDTH 3 _ 1 5 300 M IL WHICH coNslsTS of A ROCKY - `CAL JURISDIC)10 CITY OF 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SO (�TY O / MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE © EXIST. TRAFFIC SIGNAL, VAULTS, LIGHTS, SIGN AND OTHER RELATED TRAFFIC UTILITIES ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE Flow , RRCNO CUCMONGA Ri4IVCH0 CUC.AMONGA DISTURBED DUE TO WIDENING OF STREET, SEE SHEET 10 FOR CONSTRUCTION NOTES. GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL Trapezoidal channel 7U INSTALL HYDRANT MARKERS PER CITY OF RANCHO CUCAMONGA STD• PL 134 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED _ Scotian as shown on the t n 7 8 0 .CF T FiCAATE E UNDER A C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE / ® REMOVE EXIST. TRAFFIC SIGN 1?IV.CF THE STATE AA H1'•ECT BY THE ERA FOR USE 27 ' RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. OFFICE OF REGL;I.ATICN SERVICES MANUFACTURERS RECOMMENDED f�9 REMOVE EXIST. 36" RISER 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF FOUND SPIKE AND WASHER STAMPED "RCE 14379", FLUSH, PER C.S.F.B. Q 04 107026 SHALL MAKE HIS OWN DETERMINATION OF 004015-001380 (FITS TIES); AND PER P.M. NO. 15641, P.M.B. 192/93-100. t INT. 317+90.88 FOOTHILL BOULEVARD 10 CONSTRUCT CHAIN LINK FENCE THE DEVELOPER, THE CONTRACTORACCEPTED AS S 1/4 CORNER OF SECTION 5, T1S, R6W. - 304+15.36 t INT. INTERSTATE 15 11 REMOVE EXIST. METAL GUARD RAIL CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE PLAN fconcrete : e STA. 316+93.43 / PM 9.79 STA. 317+90.88 / PM 9.8� 1© REMOVE EXIST. CHAIN LINK FENCE T ]U- CONSTRUCTION CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. NOTE Diameter pipe,, OF CALTRANS RIGHT OF WAY MAP N0. 401594, JULY 30, 1970, an A and dimension AND CONSTRUCTION OF CALTRANS RIGHT OF WAY MAP N0. 401594, JULY 30, 1970, � 14 REMOVE EXIST. HEADWALL/PARAPET WALL TTY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE "9 to be as shown on CONTRACT NO. 08-281804 AND CONSTRUCTION - WR RAMP BEfAIE NEh- l)p� Jcbl2 14. STREET SIGNS PER C the plans. CONSTRUCTED AT EACH INTERSECTION. Q CONTRACT N0. 08 281804 Q 1 1 CONCRETE PIPE SAN BERNARDINO COUNTY 1 1 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR N DETAIL FLOOD CONTROL DISTRICT DURING CONSTRUCTION. UPON 0 INDEX M A 16 CONSTRUCT 8' PCC CURB ONLY PER CALTRANS STANDARD PLANA 87A THE CORRECTION OF ERROR AND OMISSION DISCOVERED D CONNECTION N N ECT I } REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY `v�' "E"1$1dMS °'""' '" °iYE SCALE 1"=200' A19 TYPE Al-200 ;)-9-69 REMOVE EXISTING ASPHALT AND CONCRETE PAVEMENT PER DETAIL HEREON ENGINEER FOR APPROVAL. ASM OR CONCRETE R.L.H. LINED TRAPEZOIDAL CHANNE._ .1L. NO. 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY NO SCALE S.P. 200A S'LY 21 COLD PLANE EXIST. AC PAVEMENT TO LIMITS SHOWN ON PLAN STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE N'LY 01 15 CURB CONSTRUCT CURB RAMP PER CALTRANS STANDARD (9.191 MINE 0.15'(45MM)THICKNESS,-* 1.0' (300MM) MIN. WIDTH) DETAIL HEREON INSPECTOR. CURB 65' 50' PLAN 88A CASE C OR CASE D, SEE PLAN ©g REMOVE EXIST. MEDIAN CURB 17. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED VARIES VARIES DRAINAGE IMPROVEMENTS: ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UN- 10, THE STRUCTURAL SECTION SHOWN WITHIN THE STATE RIGHT OF WAY IS FOR ESTIMATING PURPOSES ONLY. 41'1 TO 65'1 50'1 TO 65'1 ACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATIS- THE ACTUAL SECTION WILL BE DESIGNED BY A SOIL ENGINEER AFTER NATIVE SOIL TESTING HAS BEEN 14' i' ' FACTION OF THE CITY ENGINEER. COMPLETED. A TRAFFIC INDEX (TI) OF 11.0 SHALL BE USED IN THE DESIGN OF THE TRAVELED WAYS, 5' 1.0' MIN. 7' 7' _ 1.0' MIN. 5' ® CONSTRUCT DOUBLE 8 (2440 MM)W x 5(152Q�dM) H RCB PER CALTRANS STANDARD D 81 AND A TI OF 7.0 SHALL BE USED FOR THE SHOULDER DESIGN. THE LABORATORY REPORTS AND THE DESIGN (300 MM (� MM) DETAIL ON SHT. 2 UTILITY CONTACT CALCULATIONS SHALL BE SUBMITTED TO THE STATE'S REPRESENTATIVE FOR APPROVAL PRIOR TO CONSTRUCTION EXIST, GROUND 1 95 CONSTRUCT BOX CULVERT WINGWALL PER CALTRANS STANDARD D 86-A AND DETAIL ON SHT. 4. OF THE STRUCTURAL SECTION. 5 N 5 __ -_ _- S 2 CARIES 1 �• i EXIST. GROUND CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. _ ___ __ _ 96 REMOVE INTERFERING PORTION OF TRAPEZOIDAL CHANNEL EXTEND REBARS 12" MIN. DRILLED INTO v N'� _-_ r - 5'T MIN. � EXISTING BOTTOM & SIDEWALLS OF CHANNEL FILL JOINTS WITH APPROVED JOINT HILLER. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ANY STATE DRAINAGE FACILITY WHICH IS _2q �y% ___-- _ 3 4� MAX CONNECTED TO OR DIRECTLY AFFECTED BY THE CONTRACTORS OPERATION SHALL BE CLEAN AND OPERATIONAL 2 :' _ 9© CONSTRUCT CONCRETE PIPE CONNECTION TO WINGWALL PER DETAIL HEREON. WATER SEWER: CUCAMONGA VALLEY WATER DISTRICT (909) 987-2591 PRIOR TO FINAL ACCEPTANCE OF THE PERMIT WORK BY THE STATE. ADEQUATE CL IS AND ACCESS 3 2 IST. EP 5 EXIST. E.P.- 2 3 - / 10440 ASHFORD STREETs - OPENINGS SHALL BE PROVIDED IN ANY CONSTRUCTION WITHIN THE STATE RIGHT 4F WAY FOR FUTURE �� -- _ • . -- P.O. BOX 638 MAINTENANCE AND REPAIR WORK AS NEEDED. THIS WORK SHALL BE FURNISHED AT NO COST TO THE STATE. EXIST. P . RANCHO CUCAMONGA, CALIFORNIA 91730 M�Nt EXIST. PAVEMENT TO RF�EMfNT 1.0' MIN. PROPOSED MEDIAN ISLAND 1.0' MIN. L E G E N D • 909 335-7965 MONUMENTS EXIST SUCH MONUMENTS SHALL BE PROTECTED OR SHALL BE REFERENCED �.�5�REIN MAIN (300 MM WIDTH VARIES (SEE PLAN (300 MM) GAS . SOUTHERN CALIFORNIA GAS COMPANY ( ) 12. WHERE SURVEY 16231 VALLEY BLVD. AND RESET PURSUANT TO BUSINESS AND PROFESSIONS CODE, SECTIONS 8700 AND 8805 (LAND SURVEYOR'S ACT). STREET SAWCUT LINE FONT CA 92335 FOOTHILL BOULEVARD 5Q sAWCUT LIN LN I '% M � g DENOTES PIAN SHEET NUMBER ANA, O ELECTRIC : SOUTHERN CALIFORNIA EDISON COMPANY (800) 655-4555 13. THE PAVEMENT MUST BE SAW-CUT 1� MINIMUM FROM THE EDGE OF PAVEMENT. THE SAW-CUTS MUST BE � �-�- �� PERPENDICULAR OR PARALLEL TO THE STATE HIGHWAY CENTERLINE. STA. 109+12± TO STA. 110+20± 1 EXISTING 8"1 TRICK ASPHALT PAVEMENT 7951 REDWOOD AVENUE T.I.=11 .0, R=75 FONTANA, CA 92336 14. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC MANUAL, PUBLISHED BY THE STATE OF CAUFORNIA, DEPARTMENT OF TRANSPORTATION, AND �7r ' ' �' 7 DENOTES PROPOSED STREET LIGHTS TELEPHONE : VERIZONTHE SPECIAL PROVISIONS. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED ON r,`�` aT'j '' ?� . �' ,�'r, ' ' '`'` X14 r 1L 16071 MOJAVE DRIVE, BUILDING A (760) 245-0330 THE PLANS. VICTORVILLE, CA 92392 -j 19 5 -° DENOTES EXISTING STREET LIGHTS Q CALTRANS REFERENCE PLANS �j ��L CABLE CHARTER CABLEVISION (909) 343-5165 15. THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FILED BY THE STATE'S REPRESENTATIVE. REMOVE EXISTING INCRG 6"1 THICK 6680 VIEW PARK COURT 16. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE PLANS SHALL BE REMOVED FROM 1. CALTRANS STANDARD DRAWINGS JULY, 2004 AC AND CONCRETE PAVEMENT CONCRETE PAVEMENT � DENOTES STREET NAME $LGN RIVERSIDE, CALIFORNIA 92503 THE PAVEMENT BY SANDBLASTING BY THE CONTRACTOR. 2. MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, 2003 EDITION (MUTCD) TYPICAL SAWCUT OF EXISTING ASPHALT OVER CONCRETE19 • DENOTES TRASIGN �1 FFIC 17. ALL CONFLICTING SIGNS SHALL BE EITHER MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, 2003 EDITION (MUTCD)EITHER REMOVED OR RELOCATED BY THE CONTRACTOR. RELOCATABLE SIGNS CALIFORNIA SUPPLEMENT PAVEMENT & REMOVAL DETAIL WHERE SHOWN ON PLAN GENERAL NOTES - CALTRANS DISTRICT 8 18. ALL SIGNS, ROADSIDE MARKERS, ELECTROUERS, ETC., SHALL BE PROTECTED AND/OR REPLACED IN-KIND ACCORDING N.T.S. TO THE CURRENT STATE STANDARD PIANS AND THE CURRENT TRAFFIC MANUAL, AT NO COST TO THE STATE. 1. AN ENCROACHMENT PERMIT IS REQUIRED BEFORE ANY WORK MAY BEGIN IN OR NEAR 16 DENOTES EXISTING SURVEY MONUMENTS THE STATE RIGHT - OF - WAY. Ot 19. ASPHALTIC CONCRETE SHALL BE TYPE A, 19 MM (3/4") MAXIMUM MEDIUM GRADATION, FOR THE AGGREGATE, AND AR 4000 FOR THE ASHPHALT BINDER. EXISTING SURVEY MONUMENTATION 2. ALL WORK WITHIN THE STATE RIGHT OF WAY SHALL CONFORM TO THE LATEST STATE I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED BY STANDARD PLANS & SPECIFICATIONS OR AS DIRECTED BY THE STATE'S REPRESENTATIVE (STANDARDS OTHER THAN STATE MUST BE PRE APPROVED AND JUSTIFIED). THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE PRIVATE ENGINEER'S NOTICE TO CONTRACTOR DESCRIBED AS FOLLOWS: CITY OF RANCHO CUCAMONGA 3. NO EQUIPMENT AND MATERIALS MAY BE STORED ON THE STATE RIGHT OF WAY. ATTHE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES 16 FOUND Z" I.P. TAGGED "LS 34190, DOWN 1.0'. PER P.M. N0. 15641, P.M.B. 192/93-100 AND P.M. N0. HD SEEDING OR EQUIVALENT, A DIRECTED BY THE STATE'S SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE 7966, P.M.B. 86/1-3. ACCEPTED AS SE CORNER OF P.M. NO. 15641. Q�OfESS/p� 4. ALL DISTURBED AREAS IN THE STATE RIGHT OF WAY MUST BE TREATED FOR EROSION CONTROL STREET, STORM DRAINS, STRIPING & ( REPRESENTATIVE). BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON > �`� �� C. l SIGNALIZATION IMPROVEMENT THE RESPONSIBILITY FOR MAINTAINING EROSION CONTROL WILL NOT BE RELEASED UNTIL THE THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METH0.15' ODS (45MM) SEE ABOVE N �`��, SEEDING IS WELL ESTABLISHED. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON 27 CALTRANS CLEANING ANY DRAINAGE STRUCTURE/CHANNELS WHICH HAVE BECOME CLUTTERED WITH THESE PLANS. o e+es MIN. COLD PLANE 0 "' No. 20596 1^ m FOOTHILL BOULEVARD DEBRIS AND/OR SILT AS A RESULT OF, OR CAUSED BY, THE CONSTRUCTION PROJECT. ( ) d Exp. 9-30-05 � ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED 0g 140. MIN. OVERLAY * TITLE SHEET 5. ACCESS CONTROL ON THE FREEWAY WILL BE MAINTAINED AT ALL TIMES, I.E., THE WORK INSIDE TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE6)/////,/w1v CIyLL THE STATE RIGHT OF WAY MUST BE FENCED OFF WITH NO ACCESS TO THE WORK AREA FROM PROVIDED SUBCONTRACTORSA SAFE ACE TO WORK AND DNTHETPUB*OCCUPATIONALIIS PROTECTED. ED. ALL AND CONTRACTORS, ' _ DATE S'IG 'D 7 9lF Ar CALF � COMMUNITY FACILITIES DISTRICT 2003-1B THE FREEWAY. REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION _. - STANL C. MO E RCE N0. 20596 EXIST. A.C. 6. NO FREEWAY RAMPS OR FREEWAY LANES MAY BE CLOSED OR OBSTRUCTED AT ANYTIME UNLESS AY FOR THE CONTRACTOR'S -----_ ---- APPROVED I EI BY : DATE: 3 !^ THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY W _- 24953 z BY THE STATES CITY ENGINES -�-��G� /�,�%�� RCE N 0 SPECIFICALLY ALLOWED f1E THE ENCROACHMENT PERMIT ANO/OR AS DIRECTED AND SUBCONTRACTOR'S COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH REPRESENTATIVE. BY REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION 1.0' (300 MM) MIN. WIDTH OR AS SHOWN ON PLAN COLD PLANE EXIST. A.C. CITY OF RANCHO CUCAMONGA DESIGN lAOK/. 17320EcaniEAve. RECOMMENDS TO FACILITATE THE CONSTRUCTION OF THIS PROJECT INSIDE THE FOR +40-1 MIN. OVERLAY kin iso CC 7. ALL FENCE RELOCATED R.C. STATE RIGHT OF WAY SHALL BE REPLACED WITH CL-6 FENCE AS SHOWN IN THE STATE'S STANDARD CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 0.15' (45MM) BENCHMARK N0. 10051,CONIC. 1300.686 DOKItN kvine,G92014 PLANS OR WITH A BLOCK WALL IN ACCORDANCE WITH ACCEPTABLE LOCAL AGENCY STANDARDS. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF SET 2" BRASS DISK IN CONC. CURB , VOKG 949.251-8621 THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS OVERLAY STAMPED "CITY OF RANCHO CUCAMONGA BM DRAWN scNu�rz rAx: 949-251-0516 SHEET THE STATE RIGHT OF WAY FENCE MUST BE UPGRADE REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING TYPICAL ff�HER DETAIL 10051 NE R D THE NORTHWEST CORNER OF D.L. v N E R s E N d 1 N i E R s SURVEYORS 1 OF 10 8. WHERE TYPE CL-6 FENCE DOES NOT EXIST, HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER 1� T NEW STAN CONSTRLIC N NO 12-14-04 BASE LINE ROAD AND SWANSON PLACE 0.25 c i DRAWING N0. TO TYPE CL-6 FENCE, AS SHOWN IN THE STANDARD PLANS. AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN N.T.S. 1 LE(XIVDS. ADDED TYPICAL STREET SECTION MILES WEST OF ETIWANDA AVENUE, AT CHECKED RCE NO 20596 Q DESCRIPTION OF REVISION DATE S.C.M. TE FILE NO 9. ALL STATE DRAINAGE STRUCTURES MUST BE COMPLETELY CLEANED OF DEBRIS AND/OR SILT BY THE CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH 006 CONTRACTOR PRIOR TO MAKING THE CONNECTION NEGLIGENCE OF THE OWNER OR ENGINEER. APPROVED: OF CURB RETURN. -/ *" 1:\46608\IMPIANS\CALTRANSI\SIP01.dwg 5/12/05 PROJECT SHEET N0. OF ___ __ ___- _______ I ; I I I . I � 11 . _­.T_­!___­�_,_­T_.__­ ­_ ­­!__�_-, ______­___.______�-­­­-­­- ,�--- ­­­-­-­---­-�-----� ---------­-­ ---..--.--,-.-.�------.-.�---.---.-T---- -------r-.--.-----.-I-__� __--_-_,__7 -,�-----­­ � I I , I I � � Z , , � , � I ; , � � i I � I . - "W------� --- ---------T-------------7 ­­­�-­_--------­-­-­--------------­--- ; � I � : � 4 � � I I ; I � � ! i � I I i I 1 7 � � � � ! f I I I I I - I I I I � � k � : I � I I I I � � � � " � I � � � I . ! � I f I � � I '. � � I � : � t � I I i i � � I I i I I I � i i I I ; I . . I � . � , ! I : � � � � : � I I � I I i ! � . I I I 11 I I � ­,.,,, ,1� I_- I !, -,i � . � i � 4 � Z ; � ; I � � � � : � I � I � I I . � � I I --- � I I I . i I y I � i 11 I � - � - I I I I -_ I � � -- I 1� ! I I ��-I - I ,�� 11� ,,� �� I , � . I . � � � � I I `� tl I I _�, , �, , �- "- - - , � ,, , I ? I . ; � � � i I � � f � 4 F : � � I I � I I - -, - I � 11 1. I- ,,- .� I �11.I I- I -I- 1-I I ­ 11 - �-1� - � 11 - �_ I I -I - - I I � I I--1 TO 4 C�1,T Is--t it *37k t. � I i � � I ; � 4 I I �_ �', t I I , � ; � ,� �- 11 I ,- I � I -_. ,,,,, ,.'I I I 11 I � i � i i I I � , � i � � � I I I � � � i i T �� I � T � I i , , � , - - f ­ ----, , _- ­ ,- ; ,,, � � : � I � I t � . I � � , � � ; � : SP AN jir�re) 1 2 20 2 t 35 2440 --------- -- I � � i : � I . � � t i i � ; � ; i � I : , 15ZO 030 .I- I �,:�.,I It',,T'� I . � � ; 4 I � � I � � � 1, i � , I ­ � r _� I � � t I � I I T t i � � i 11 � I: I � � i ­ �- . Z445 i . � i s � � . I r � ; Z440 1 � I � � � i I � � � � I - � � � � i � I � I I � i t T , . � I I 1�.- .-�­- 11 �­­ '__� ,I ­ - ---­� - ­�_ I i .- 4- -� -1 1 , ; ; � ! , ,I : � I 4 i I I � I I � NEW (mm) 610 515 1 ZZO 610 1 5 1?2O 1520 915 1220 1520 1830 1 )15 1 ZZO 1520 1 10 , .-11 11. ,. _ ,--- � __,__--- �-- �-, .,_. � . � � i � ; � i I � � � , � � , -- � , � � : I � � t � 035 1 20 1520 1 W 1-1­--­-__ - I ,, ,--' � � _­ 1 1 1 � I - - I � I "I,-, 11, , I I � I I ---1 - I I � - I � - -_ , !_ "L-_- -T-­­� �- -, � � .I - -- ­ -ll I T_ I--f- - . -_ ______ ; o.,,-,1"'.fop,_ --, I , , , , 1 21�5 _-____F___ - 01,I-11, , !_ i Of WORTH Uflo- �.- _ ­ - _.­ --_ - i-I I 1.­ �7-_ - -_ __ 11 � -1­ ­­ I- 11 - I­ I -� ' -1 ."i, -� - - - � I i . I ; I � � c k I � - � I I � � c 6 3 6 3 6 3 6 1 1 1 6 1 , 3 6 - i- -3- 3 6 0do Q_-,_�_ I --I�t��_�eT ,--- - - - .- -­­.­­­­­ - - � I � I I . � t I i ! � � I � i I � ,s ,� I I- -- , T - --r- - ­ ­� ,� -- ­ --_ - ,- , -,-- - -T- Z I ­ ---� - �-- -� - - 1 - - � - I " - I I q I ; � I I I I � , , I I � i i � -`i1_ -- 160 ISO 00 ISO 190 180 190 18C 140 180 230 too - I ao 230 180 230 --I- - � -,- - - I I I I I Z I i � I I I I I I I I � I � - r � � � ! ; t I -_ t I I � � � I � 4 � I, � : i : . I f . I � I I I � � 4 � i � 9 � i � I � ; � I � � t i I 61sax7mm Earth Cover (fa) I I f : : I � I I v I � � ; i � � � � I ; i � ! I I I ; I . I �� � ; i a I 1 6 ) 6 6 3 1 6 3 1 . I I I � I � � � � I t � ! I ! � I I ? - � � I I ­ � __ _ _� ­ I 11 ­ I I 11 I I . , -_ � . I ­ _j LI-34 : � � I � I � � T I � ; I I Z i � � , � - ' , � i ! � I � T-- -, __ I -- - - i- �-." I ; ­­__ .-�_4_.,,,__­ - - - ­ ; � � 1. � I I Axi f T I(w too ISO go too To 1 6 11�T52 1: 205 - .�,, � I i-- 1-11, I-89) - � t - , -1 -...... -- , �­ I ­ -1 - -� - , - T30 7�0 255 Isio 255 205 255 6 �; i;0 in.,'iet, ill_� �Lkp � r I � �� 05 2 6r,I : � � ; � � P.- � I I ; : I I I -­ - -11- ­ - I- - -1 ­- I ,­ _ -,__ __ ____ .---. - .__ __ ___ -- I I Z . , , , � � ,-, � � I I � � ! I r � i . I � j : - I I-­ .� . ­ - -1 ­I -_ I I I �, � I .1, I , � 4 . I � � a , Z i i I " I f f ; t, i : � i "I � � ; I � I I i � i 1, � I ! A I I Exttri�#- Aioil$ TZ(,mm) ISO ISO 1150 ISO ,50- 160 150 11,0 iW 150 i5o 1K I(?� I n I 5,1 i5o I�Q In I 65 Z,a5 to Z151150 ISO 1 50 100 165 1 W III0 M 20 Z40 I�'O I 9`0 F?;2,e,,o " , I ! : � I i � ," , '� ; I � q. � ! I � I I � � I � � v I � � � . , I � ,I � I - � I ; ! � ------,----------- _________.____ __ ____ -- __ __1. -1- 1-1 1.- 1-1. ­ -1 ''I ­ I I .. - �- - _. k I I � f I � : I � I � � k I I � I k � i � � ! � - - 31-- - ­­ -__. ­ -, NOTES F_ __111 1. ___4, ­ I- , -1 I I- � , ,� . - I- - .ia tA . � i Zi -11--T I— , 11 � ­ 1.� I I� I ­ I r.- 1. _� InNect 13(W-M) 160 180 1110 ISO 90 160 190 205 160 105 180 �00 180 205 180 230 100 2M 180 230 SO 23 " a ? 2-0,14-k- -40-512-'V,IZ05 M 2-05 Z X )qi_i!A_ I I , � - I I- .I I � �il I - 1-1 . .1 � I .1 11 ­ 1 4 1 1 ­ , ,'. - ,, " .I .; I I I I 11 . - 1 � � I � I ; I � t � � i : , i , T -j - t � T_ , , , - � ; 11 � � : � � I I I I I �Z7 I � - � � I � � ; � � 7 i � I t � i � � I .--_- _ -1-1-1- Ju Y__),_��ql�__ � 7 � I I ; � � A I r% - i I I � , I i I I I � � I I . � t4j Y4 t44 - I -r ! , I 1 � � , � � I � � I I ; ; 11 I � . � ; � � � , � I 0 � � � � I ; � - I I I 1 � -k-� -_ I I I � i IT � - i ) � I � i � I � I � : � ! i � I I 4� 11F>1rx01 i�` - � i I r j I I , � ; � 1 315 -- 0 SO 22S 2SO I. Cor t�oxes .ii , � � � I I , � i � , I � I w_ _iq i 400 s - � r i -_-,� I 11__ i-- I .11_ - .---- ! I � i , r i T -� ,- - - I­- i__1- . -- -1 __ -1 _�­- __- -- ­_-1-_ ---- ------ -- I---- ­­ ­­ -_---. -1 . " , i - - -�_ ,- _.,-j, -_., � - - _ I I % I 1 � � L � 1 � 1, � I I � � � -- Zw 5w 2,5 4165 -- 75 ,6 1 - �--- 4- -� - i i- I _1 - - I-�I ____ ,-, I - - � --- , (;�) I- 1- - I i- .T 0 _. --- __ -_-_j-,- _, I I I I -1 - I � ! , f . . S; i"s�, I --- - - --- I�_ .-T- - �_ - - ­- -_ r,ek4ht ttelis than any of ,�",Ve 1v C­'t.,f;"v fr -, I r -t --4. - -!- - ­ ­- T T - T-_ I-- Ze Bor 9 3 22 13 ZZ 11 22 13 2� 13 22 13 N 15 22 �9 22 9 22 II 22 19 ?� 19 22 11 Z? 1) 22 is ,.,, .. ;�,;�:,o-- ---,-:, � I i � 4:3 i . I 1%� ,I E � I � ",, I ____,--- - i---- , �__­ -- ­ _­, - -_ -_ - I - --- - --- ­_ -1 -_ _-_- _� 1 . I I I � i . i �J; ,. , * , 1 � R t 'I;_ i�w : 7 � ; i r � � I I � I I � I I , , , � , , 1 1 1 - � t-,�, I . . I.- I ; i t I � � � � T t i a - ­ --- __ -_ - ,- I- � . I � : � , , � i � � I ; I � i � ! I t � . �f' - �­ I -- �-_ I­_ ____ -_ --- - --- . ,- , 2 � a %-. 4 I, � I ; I � i I I i i i 9 I � 8 � i Q s I q -, ; , i f w I , ! � ; � I � i I I I - � - - ,, __ - i - __ ­_ __ __ ___ ,-- ___ __ _ __ _ __ __ ____ --, those st-Iown ;n totle, ��_V,1-41x,,,�,�.,�),,.,i, _ _,_ ___ , " " � I 1� 11 , I i f 1 - 41 a R. �, � , 4 � ? I � i � � 1 16 ,6 16 16 1,6 T6 16 16 t6 16 16 11 16 19 16 1) lb II 16 i5 16 16 16 16 16 16 16 16 I 6 16 16 - -, '--- � I i , -! I- ,- ­ _­­., -4 - ­ --- �, - , I i I I ,.,."?, � � - 64 - " , I .-, - � 1 4 .1 , I � � e I � � � 4 � ! I t � i 'i S,'Ze Bor 0 16 16 16 16 16 16 16 16 16 1 � I 5, I �� 11 - - � , , - - T . ,, - I�, i I I � - . , - _­.�--- I 1 11 - - , , I I � � . , 1, - -, , I r- I,- ­ � I---- -_ - . I - .1 - I I I -­ _ � � I I I � � I ; w Il- T - _ -_ -_ --- --_- --- '_ ____ -_- - _-- --- -__ ,--- ____ I",--- -___ - - _ , -_ --- -- -_ use r,ext greofer s . � I ; � � 1 c � I . I i I .. .� � � � + f ( , i � I a I � � " , i � . I � . � ; � ____ __ _�_ ___ , , I - U - �_ - �-_ ", - - � , � I i I � I � I � - - I . �c _�; 1-2,10 Oar S 1) I$ 19 3 19 is 13 13 19 13 15 13 13 13 22 13 22 13 22 3 1) IS 11 0 1) )$ 3 13 19 13 III 1 � -::�IN i � ! i I - � , , - I I , I � � � (z)�N � : ; � ; .3, � � - , - � : ! � i ; j � � � � I � � I� 13 22 9 I I? _1�� I-I I. box ccwxrete c7mensions r,;- % "� 1:,`Itl'�U lt:;� Sdf,;�� 'Ct �'P,I/IA',�,Vr�'�C��;o. . � i I I I � 4 1 � � � I � I I I ! � � � � I I . I . . � . -_ � 3 13 -- " �- +1; I � T__ ­ , � � ;� -,�� i I � I �, ! I I I I I � ; � I F I I i I � , -1 _.­ -1 - ­­- I—— - __ - ­___ 1.- - 1_1- - -11 ­ _­ ­ ,an-3 reinforcemient. - :�r - - , - " - ­ , ­ � , I I ! 4 � V - 11 I I ,", -­- -1 . � - ­ (y) N, ?_LLL - - - 1_1111-11 ill- ._­-__- I'll I-1, � I : � � I I � i , , I � 11 � ­_ , I 6 14 i2 I 1 3 , 16 16 1� 16 1'31'I I'9 2' ' ' 19 11 14 19 22 11 n 1 't* �_ , A -4 *n! * � ­­­ I I - - -1 . 11 ­_I , , - k - , , . - ,- � -- I -1- � I—— - -11,--- .11 I .! � � A, Size Elor a i 13 13 16 16 191 13 19 19 � :�IN � � � , , � (� - � - 1 -11, I- - I - -�,, � ­ , -, -, I I , z - � I � e I I r% i V_ 1 � I - i- , � I i e � 2 � i -1 -- - � - - 1-- - , ­-� f � , -,-- � -1 13 13 ta 16 22 13 13 19 2 0 ZZ 3 16 16 � - I � - 1 14t, � � � I I lb-. � T I � I , I I . ge5 in b.:,r- i.::n,p#-� ,:I,)ti 'es, ; � � I I I I � � � I i � � � I � . --- ­ ­_ �� - � � _ - I I � I i i i � � � I t - s ond qu e i I � � c � � j V.. 1 vm. 11 i � I 'i � 1� 1 4 � 4 w � i i 4' 1 � ; � � ; -7=3 . 4 1 S911 6 1,1 I 1.61 . : 6 V�_ i .- . I 1 203 � I � I I � 4 � � � I t I i 1 1 � � : cofzrcrete 11% 0 i-.10 i7R i`_�_, .� .6 ? ..I-11-1 R'Viv,�qe,c.3,L�Y,Zvlif.5t 41?��-, �4 -I t � k I ; . . i - . I I t I . I r ' , - - - ' ., ­ , 4 � I 11 ­ -�I ­ I'll— - 1414� --1 I _ ,� � I I I I ; � . I ' .- a I � I � I - I , /_ � �I . -1 I - 1-1.111-- -­ � -.1­­_I �1- I I � I ­­_ I - I -- _r I t , - - - i , - �---- j - - - ­ � - I I -1 � - - � I �--- t � ,�---I I __ -", I-, , - ,, - I -__ 1Z -__ "I I__-I-- I I__ I 11 - I I � - ' -- '0.40�- , 4 . I - � ! ! � � i � � 6 51�2 14 6 � I . " �' r - � I -I I -t4'i 4 6 4 rs""," I 2, For t�ox,es ,v;tn -span or 'tw;r,t -Ir cover ojreoter fn,an those sr%c*n I � � I � y I I � P51506i'V31327 i's 411 Ail �5314jj;jfl�6 � I i , -­4-�--7-7 r � i 11 i � � I I �c�­-,--.-r;w;-�r� ,--j- 1" i'l fowes, a specioi -�Ies�qn is re,4,j,re�j. I ; I I ; I � I � I � � i 7 I �� I - � : � 4 i " i - - ��,j-i.-.-i"iC-w­c(-1Me--fIt klim I -ri�igt�o 177 161 182 _271 - -_ - - � � 7 � I - 114 . - ) I i ; I i --- .21'... � -1 - . ­ ­ �- 1-t . - ­0­iA;�;-, - - ­­ I �, - , - �_ - � I 1A �041 612411277 41 2861'3615071283ji , i � I I j 1 t , , , - I j I � : i x � i I 1 4 1 11 I � � 4 � � i - I , I - � I , , � � � I , i , 4 . � t - . I i ; , � � ; I I I I i I . I 1, I � I --4---, i i � , I ; � � j � i � '� � i . � � � t i ; f � � 11 I � � I i � . I � i � �1- , , - L ----,-,. - i � � � v - �- , - - , - , - �­ - j - �- - - ;- - -� - � - � ! 4 L -1 -1 ,� � I -1-1 ­ - -1 -11 -1, -,� __ -1 I� i --- � - __ -,- , ,�. _ I � I I-1 - - - ­ ll � - ,- -1 - ­___T__ ; � I f � ; I I ; � � , � : I I � i i z � - ­_ , -- , ; � , ,-- - - 1 - " . � - - � ; - r SPAN 309 11660 � i i I � t - ­ _� -_ ,�� 11- - -,- f, -:: , � - _ i__�__ - 11-1 ,_, , � , ! I t � - --,-----,----,____­ ____ , - ; I I � � � . I I ; I 1� � i " 4270 1 3. 'Duontities are �,pproximoite ,�n,j for ,,Iesign j-poses a iy. I � I I - I � 1 4 1 F � I . I � ? I t � i I � I I i � I � I - � I ; I !_ - I - 7(1111T j:- r n I I I o I i - : I � � � � ! i 11, OP, NO to '�WPMN 0fi 19 ,, - t ! : , 1 I - � I I � I � � � I � � j i � hEIGMT (;rm) 1520 #830 2135 2440 2145 3050 1830 ?135 2440 2145 3050 31, 160 2135 2440 ZT45 $050 33" 1 "660 '160 1 4270 1 ; . � I T � � I � ! . � I I I I I � ! � ! � I . I i I TOP i I i � � � i ! � ; � ; ; I I ; I I . � I I I I i � � ! � i I � � I � � � i ,a I I , ___' ­­�, - 1+ - I . ; i , I � I � 11 � � I � ______..1_._--_----­ , ---.-- _ .1 - 4___­_�_ � � � I i . Z �_ � � � i ; I I � I ­t-­4--­�- ... ­­�_-�­%--+- ­_­ -� ---�­2­­ ­­-------,-, _-1-1_11 * -,t . � I I I I � � � 1 $ � � . I ----1 I- r­- �--- ,,-- I—- ­­-,-- ­­ - __�­r­j­ ­j--J­��[-�-F- ' __., ., g I � -4 - I - � __ - 1 _­­�­­__4____�_- � ----_-_-----r----_­--�---­� -­__­__._+,__ ­­­� __7___T­_­�__ - __r____�­-----I-­�-­­_­-,-,.­­­_­...... 6 F- .Fi- 4. It Is �erm*ssor,ie to e0mm3ta tr.e 160* I`-PC-_1KS an every olt,,er e j � � I � I , ---t­-, -­-r � , � I - � . i �­7----T----'I--- -----,---`-7----:- I I I � I � � ? , , . � -, __ ,-' 6 1 () 3 3 6 3 6 3 e � . � 1 6 x [_3 i- T I to.)11. ; � I i � T I . 4 � i i � ! 6 1 1 1 � � ; I I I ; . � , � f I ; : I � � ifaxtftin forth Covf�r 1 1 1 1 ! I I I � � i � I � i I - -- _,__,_____ -_- _ . i I � i ; . I : � I I ! i � : I � � � I I I � I I I I ; � � I ---" , 1- I ! � 4 I I I � � I � I i � � t � ) � � I � I I I I i I - � I � � 0 , � � � ; I I I I � i ; t L1 I - �I � � �- I � � o � � I I � 1 2 i I � � i 7 110�f r,fim)" _�20 230 320 Z30 3?0 ZR JZ 4 120 290 420 Z90 0 142 1 1 i4 .. I I i � I � I ! 11 I I � I , , r . I � � i 7 1 1 . . I . . I I I � � i � - - I— -i- -;_-,­6Sr Ij _ ­­ _--,-, ___, __ __ _ - _ - -,-_ -�--- - - 5. 4- twirs are at hcIf �P-Ic'�n']. I i , , "I "I . 11___._1. ___1 ­ _--- ---_ �__ - _ -_ - �_ I . I I I I i � � ; � I � � I � � � � I I � � I i � � I I 0 120 205 415 55 233 215 270 230 210 240 320 5 15 �40 215 270 2 30 �'-O 240 3ZO 270 1401380 .iL-�Jinji5i 45 � i � � , � , -, k , 1 1 1 � I It 205 240 " 5 tlo 215 � � � I � , � , t.A � 1-11 - -_ - _. ­ - -_ I - - I 11 ­ I - - � , I I �_ I 11--1 ,111- ! 41 i I � I I i I I ? i I inv"t 13(mm) M 320 2!O 320 2 N 320 230 120 ?W 1101M 320 255 55 "ki,-, ,sO 255 380 255 �eo 25- - j�o IX ZV 4�0 2 n 130 2" I '' 1- --- 6. Provi'lAa vaving notch wt-,ern top is exDoseal ona mr,en povement is _� + � � I 1i ; i 11 I � I— -11- '�'I-- "..---.I- 4:3-­+__�-, 1-1-11 -, .4-_111 --- �- ;,3-_- , 11. :8 , , � , - I , 11 ; [ 1 I , i � � � I �u �- - r------ -1-1-1 _ . I � I � I � I - I--__. I.- - I - -- - ,-�-_�, - - _�____ -----,-- � -k- 1 -4- 1 -- - - -r- - ­ - ­--- ­ ­ �- -- T -- - , 211, � 0 ­-, -_--- �-,-- � , --- � � � , � � � 3 , " , , - , , I I i 4 , -j I if__I;-_:R f � ­_�I-,.- - ­ - - -I _1� � _� ­ IM 320 255 380 2 410 2 ,�Z`, ­ - ', I - 4_ I-, - - " -, 4, 1 � - I 11 'L ­"--, Z 4, - ,�_ � - -'' - �__11 I __-I�___� -, 1� +- - ; I I - -__ �--1 -I____� i __, �, f i � , .terior 1,31IS fit 2 �j j�S j Z_ � � f � 11 - i - I I -11. ­_- -­I -I . ,- I 1-1_. ­ I -_ I­ I - - - 1. ­11 - � � � i I ­­­-, � I � � I � -- F- -,- T- --T, --,'---- -I-1 z, -11-,,- --- �- ­ �-_ __,_ �-, I ­ ___� I I � ; I I ; I t I - ; I i � � N lb� I � � I t 4 , � _T I , -_- -11, I � T t- --f - � ­ --- , - � .. � I � I �5 -, � ! C'4 i � i � I I � t T_ - i__ - ­ ---, - - - - -� j-I- , � ! (Z� no ;;Z -, � � w T i I I I -_ . I : : Q)Ch � � , t .q� 11 I 1 �4 � i � � � I � , 4 I ; T � ; I i i � ; f -65 1 , � - . i I I T � i I � � � � i I I � I por-ri'-w-0 cement corcrete. end ,,;Cj.,st ,1�jortt;ttas. � � .I!% � � � U)l : I I - ! i I i � I I 11 i . ! I I , 1, f � � � � � ; I � I � - 265 200 Z `_ - ­ -I- ­ � ",J I;,,, - �f.4 IN�,__ _.,', , - � " I - 1 ,, I I I I I T I I , t i I­­-----� - -1 I -.1- I I 11 I I- ___ _1-1- I— I . 2i5 20C .1 - - - i - . I , � .� 1, 1 � ' -"- ­ _­ -- ­ ­_- - ­ ,--- --- --- - ,--- _____ - ____ --_ - ---- ---- -, -_ ____ ____ --- -_ - -_ -- -_ - - - -_ - , I , -i - ,- -T- - ­- e I ­- �I ­1. . I -1 I ,_- ­ -7 1 _1 K_ , -_4., � - j � I . � � ; i - j I ,- -,2 �_'. , A - - 4_ - I, � � I � t .If ; r � _11_1 I --I I I ! 11 !_ I I -­ I - . I : I I � I � 2 1Z 22 r �J,esign oN il,stoils not sroc4n, s�ee St j r Pj(,n 082. 1 Z� - I � ; I t V%t_ %-,I i I t I � - , � I � r i-- �, - - - i - , r - S;�e &jr it I 4. 2? ?2 ZZ U ZZ 12 ZZ 22 72 U ZZ or� 0 d � ! 2 �1 - 1 � ._1 � � i ! � ; i I � i i I 1� � t I I I � � r -_ - I I � � + (Z) � .4 � 1, I " ; � ; I ! t � I ; i � � � .f. : : +�9 i � + Zt, IS i � � . i � I I ; � � "I 7 1 � � I - T6- - -- -'-- ­ 11-11 1- 1-1,----,,-,-_,- I , I . � C'4 � 24 � � � � L I I � I � i ,� I I I - ! I ; - ! i �; I � I � 1= S',ze 0,:ir 11 22 16 1) 16 19 16 11 ,-- ­_- ___ ­_ __ __ __ __­ _____ __ __ __ __ - __ - - - il 13 19 0 -- ".._. � , " - , -f- -111; 11-_ I _�__ , , � I - � 0) N_ . " 1 1 � I � I ; I I I ; . � � � � I � :�N-A 11 - �-I,- L'4 z I . 11 I I ­ � _,�__ V_ 1. 1._., ­1-1� ­ - ,�_ - .i � I � � �I � ; � I � � I I I I � -1 � . i � Is -i - . � . 1- 1 _ . -- 11 � I- 1) ;9 15 I) isi i� ij ig i4 igt iq iq tq iI 13 7 1 1 ­ I ___ 1-1 -i 11 -,- ­ ­ It "I I - , - - ". ." - - . ­.I- � -1 � -e, -1 I ___ __ - - - ___ -- - - __ - .1. - _.- - I - -- ___ '___ ___ ­_ ___ ­.- - __ __ - __ ­- -- -- -- - '--­ ­­-_ 8. This pion st,-eet may :,^- wse,j I I I � � - izz� - , I , I � , "I 11 �� �11_-, - -- - - � - 11 - , - , - 1-.- .1 I -r t �, -1 1, ', - T_ - .,3� � � � I � I I I � I . I � I I i I I I � � � � i I 1 I 4 � I I - � ; 1, Z� i tm_: il�, i �, , f i 4 � - ­ I __,111 I I � � f I , I � � � 0 � I . I I I S,ze Bar a 13 I3 13 13 13 13 13 1 1 13 13 13 13 13 13 13 13 0 � � I ; I � � V_ I ; I I � . � I � . I 4 � � I � I I � I i * 13 13 13 1) 13 13 13 IS 13 13 13 13 13 13 $3 13 13 13 13 13 13 13 13 I$ for rtust*,pie ceii c,jl,�erts uy �-IL Fca , I � - I i t : � � i ! i - � I ; � . � � �, I � - I I f 1 2 � � I 11 � ; � t t � � � I ! � � � ____--- -,__.- I ! I I I ! � I � I I I I I - .I_ I-__� I I � : ! � i i � I i , � � � , , --- - - , "- --- --- -_ I � I ? - , -, -, - , ­ - ­___ ­_ ,--- ­_ -_ ­- ­ -_ ,---- ­_ -_ ---- ---,--- - - - -- -_--_ -_ - - ­ -- i __ -�t--- , --i_ - ­ .- ­ �%,_111-1__ 1-1 I I--il�_­� -­ __-".-i- __1: � ____- I- -1 ___ I-1 - _ . _t . t �' " r , , , " I__I I I i i ;Zo it 16 16 13 16 16 16 1) 16 13 19 13 19 t6 16 tfi 19 16 I� 16 III 11 II 16 19 14 0 16 19 1) 1) 16 1) I I I I I I I) I I 22 22 22 22 �Z -ioKing recessary - ___ ______�� - - _--- - _.­ - __ i � 1 � - � � � � ,- ---T----- -- -f--- �,- -,-- -�- - , - - - - ; - I I u ; I i i I I T - I i _� -,---1_ -__ __- __ __ 1 __ - I -� T _ ,- - __ _ , ­ ­ 11 - � � � �- --r---. - - --I i I- --` - �_ - T � - , - I .-"-, I___ - ­­_­_­._ I I I— -- .1- _-.- __ ___ __ __ ,-- __ -- ____ __ ___ -__ __ -__. ,--- - __ __ , _ , - - � I 11 - ­ I I .11� IN . DiM -W' (1p.Ml 155,Ij 840�) 6Z$ Sr I - I , ? I � , � 10 ,O 100 650 $00 I�o $00 19,0 800 , C I � � � � � i i I _� ' -'----4-(�_ I ' --, -4,-_+- �_ 1204 � � � I . I T _ . o'jj us tmen t S. .1 � I I I . -__+_-_;._-F_ I I � e � I � � I � � : � - _�___�- � ,---- -+_-I,- i P � w ; " , i � i SISO Soo )SO 125 ITS I 07 i 175 I oil,I oil I )2K - $00 IOO I tyx 00( I4Vji3251401,I5OX60,,' 500160C,15v- .064 � i I I i � i I � � y I ! � � � � ; I � I I I � I I I . � � � i t � I � -__-____1-1_ - I—— �� � I � I I I_.. .-1 1.1-1 _1_. ­­ ­__ ­­ I----- __ - .- ____ __ - _ _ I__ ­-- I- I __ I I ____ ___ - - _ ____ ,- - _ _____ __ - ,- - , ---- I � � I � 1 _4 � - I . ­-� ­- - � -, t - - � I-_r ­ - - V--1. _.- . I-1�­ I ­� -- - -11 ',I -1 I - �­ , . � - ­'. � Dim 'ea"imm.)IMI�(Xl I25i50,I2Z!t50, �Z2�iSr,,,�i22�l5oc,t,z2,t5o�12513 575 12501021IZ5111 11, ", I$f 1 15011001WI __1525115(142 5151:., 525 �--1 I ­ � - �, -- - �__�_ i- , �' ,-,�, , �_ , - - ­ ; i I I : I I � � 1� ._ " I I � � i I � I I ­__ I- ____ _. I i -,k�",�_- ,,�- --, I . -I-_ I-I 1_111�_­-�,��� - I� ­ I � � � I - " � I � - IF I � i ; ? . � � - � ; I , I � : k � � : j � , !. t � _� L ,_ I , , - �,- - .I- � __ ­ I I . -­ .. . - - ­ - ,- -_ I - ­ - � I I I � I 4 . I I � I i � 1 4 i i " 1-1-11-1-1- ­__._____­.­ ____ I—- ____ ­ ____1 ,----. _­ ­ - I5j�I45C1611;145CI$1cI57 I$ISI5711$7� � � � ; ; : x � I � � 4 � I � q � � � I i � � I I ; I 9 1) ; i I , ; � � � I ; i I ? "i I '72 - ­ - I i;� � ;� - �� I - X_ - . �--1-__-_� , -_ , : � � --_ � i � � I ! I ; - C � ; iv_� ! � � � � � � I � � � � 1 , I � I i � I i I c. �Izd Par 0 16 16 Is 1) III 19 1) 1) 2 II 1) 19 11 III I I I' I I 1) ; - �, , � . � - I � N I e I I 1) ; I I C-A1,11111fy T I � I I I � ! � -0 I I . 11 � I� I � -, I . 7 ''I � ..y I � I ­I -_ - � i , , i f f � � i v i I I � � � I : I � � I � � I I I �- , I -� � -, 11 I � I cIi­ ________1__.____1 I—- ­­ ­_ 1- ___ ­­ -,-, - � 1_1- 1.-11. -­ I-- ____ I—— I—- ­ -­­.�- --1_­___---,-.--. ­__ - ______ -­­­_-1____ � � I � I I I I I � � � � � I . I -1 -I - ­ I I - .1 I .1 11 '.- - , ; i I � I f, - I- _� T 1- : � -1 - � � � � � t I I I � I � ; � . j � ---R):1_�e- 107� 1 t,i,6 I I � � - 6 ' 'I- �- I I I ; . I � i I i I � , ' 650 I I 15,'I W 1 3 I'1 30t�I 6 1�1 3 7,�I ss�,'t 4t.�j I aS(1 454,11 1 I�I I O��I 3 15 325 1 NO�52�Z00C 571 26r� 6252275)ICV"22T,,170CI30(11"(YI67� 57'-2354',172�,:5751�45' Z?'Lpl�',O,,?7St�07 821, e � "I I -1 , I 11 � � - ­ - I 11 I , , ,-, � 7- , - I -- ­ I- -� 14 ­ - � I �1_ I I I I � k I� -� _ � I � � f : ! : , � I I r , � s � T � I I I- I I I I i � . I I � I I I � : : � i � 1. . � ­- ­ - I . �. ­ --1 - , - ­ - -1 . -- -1 -1 - I-1- ­­ ­ . ­ - , - - � .­ I . I-_- - - I-- ­- __ ­I -- -­ -- I-, __ ­, .-- I.., I -. ____ - �- - ­--- ,- -- � � � � :� i � 'CA ' CN � I i � i � t i I � � � z ; � I �e.. : . I i I . i ! Q A r � I � � � ; le'r t, e I e1v I I I .. � i � 1 8 9 , I WME , ; � C m T' imm) 9" : � � " ; I 1 ..,4 1 � � 11 y ; � I ; i - ' ' i � I . I 11 � I 1 C14 � f � � ; I,. � � � i � � I 0 Vzo Bor 0 13 13 13 i3 13 13 15 15 13 13 N, : � � � i � , 1 � � � i i I I � I : � i I _; � ! ­­_-,-_ - I� -1 I . � : I � i I I N � , - I , - ,1­ - I ",- -_�_ � __!, I i i � 1- . -­ _ r., ''I - I 1. � 11 I � ­ -� -1 N_ I `� � - , - 11 4- - - - , - , - t- - -, -',- --, f I - _ I I I i � If ._� I i 1, "! f I I i I i i i � 11 13 tfi 16 16 16 13 13 13 13 13 13 13 1 1 13 13 ls 16 16 16 IS it (f � � I - - 11�- -1 I _; -_ I I ­ I I 11 -, I _ . ­ , � , , ­ 7- � ­ I--.1­__1- .-_ -_ __ ___,-_;-�-,-_ -_ , .-_--_ - -_ - ._- . .- I - , - I I I � t - I � - , 4 i ',- i * I � t ; � I � F 4 ; I I - I � I I � , � I I � I I t I 11 ! I f I 1 1 T i I ; i ,,� i e 111-11IT"Ur.11 4,1�'5.114_14 74r.S2f..G,1T;$8 . 216 14,5.117.0�5,361'.3'5,561.7115.82 1.18 .12,11.6116 421-4 I4.95j.Efi6.fi79.Z(,6187 ?,I4j1!VI.jf,4 �,N!.82111.1p.2511.5 I �,_ � i ! I i � . ----I- - I- I.--- ­ - ----I -- __ _ _ , � � �� I i ! I �- , 7 � � � f � i ', � � I I-____ _ --- --- -- ----- - _ I- 11 ��, "I -I- -- --- -- ­­ , --- - t,­­­­­ I T- - I r -- - - - � - -r - I i � .11 I - +-- - ;__­_ - I 1 I e � . . � - , I � - � -- ;, , -- -- fam `_ij ' - - - , I—- � 11 ___.,t, ­ ,�,,,, ..- - � 11 I �" I ­ . . � _,- I 1-1 I ­ I ­ I I - � F I 11 ---; --I..1.I_­I I i I I ze,T,fuAt �9/m 5 561 U it, 18 , ) �8. 611m )8 33 1 C'2 810 ql 1 1 91 01 Ip 1 3 1,)85 P OS ,,I� 25'�24C�2)jt311142 5. � I ­ -I � _� I I , I � � I � I i � � t : . I � I I i � , , , I � - F I I I �- - I - . i � 50fi� . 7 -4 I$6 1 � I - � ; . _-r TOP QF i$01)Th! __ 1� - CVR#- I , , I � � , 1; � I � ! il � i � � � i . 4 , , 4 � � I i -_ I ­ , � 0- - -� I .74 i 2.�9.1 1 1 2.7 to e 4 � 0 ; , � I � 1 � � i : I � I -1 I � I : � � I r ;- �, 'I r , :-, - , I -- , - -- . _ ,___I -_ �Ifi 163 '13 13 11 13 13 13 13 11 : I � i � � I I , - � ; �_ � 11 11 Z T I I : � r , -1 ­ - , - I-" I . . I , I i I 31 , � � I— 11_11_�,, -_ � I ) f ri* f I 8 I I 5 I 1. I ; I I I I I � ; I 9 . I t �� � i i � � , .1 � : � 7 f L : 4 i � � � f I � I - ­ S po�c;r,q � i - I � , � � , , � g � � I I � ! � . ; I i � � i i i I 7 1 0 See Note 5 �__- I i ; j � , I ; � I I L I � � ! � � t i � 1 ; � � t � � I I I I � i I � � . A - q � I � I � I � 4 T ; I � I I ! I.C., . I � i I I I � : I � ; I t � � I I I � i I f � � � � � 50 n(n Cir typ- cpac ir q _-4- __ =-1 __-4----_---t-­�­-�---_ -1-4__�___��-1- -4--.----____L__ � - I I . I � I i � � 4 � I "I � � 7 I �1'�­ or -"- -4- , ----I - - ' _1_.1t_-__4___ -------- � � - - - ­_1__.__1­__� ____ - ; 5 � r r I --r- __r__ - T--'77------7----7----T--I ____f__ , ,�_- " , , � i � ! t i ; I . I I = 111- � . - ---, ---------------f------------r---I----� ---r __ ____ --,---- - I 3.0 , I I � � I ­ . i ,I, :R � 4 1 1 1 � a I -- - , , I � I � --­___ � I I r T , � � z � I � � � or earth covers ILp to anj irici,j,j;n,) -f_ 's-, . 1;)-WS � ��0". 11 I I I � � � -_ --- - i ._,�,_T__ ____ It � I t? � I 1- I I � i � '11, � I T I � � i I I I . 11� ., 6, f - i �, � " � , _ � I i I � �, � , �, , � j , , I I I � � I i ! � � 7 ___ - - (>.)r t>-00rS--7 F---14 ,7_2�--,; f r,r c tKir s r I I � I � I � I i � � i - � spoci.w. I __ - I L ' I � � 1 t � I � I � � � '4;��I) , I I � k - :2 - � I i � � � ; i i "I I � � I I -,-,--- I � ! � I � i i t � � � P%ca_j 1� " �41 -"I � , �, 1-1 JI, i I � " I f � I � I � � � 7 pan (Inm) 122 152C '!'!�S(414�9, t ---_T1_1_---,-1 .-I - - ­ T , ,�­­� ­ � ­­­ I ,- - -­-- - �-�, ­,t, � -1 � � � - - - - - .- � 1 . 11-1-''I'll- : I I I" V_ I � � " - -- j .9t , - I - ­ ,- -1 -1 -11 ­- - -�- _.- I-I - ­ ­ 1, _ _____.__ I.1- �. (Z� ­ -(�3 " I � � � I i 1, I I � - � � � - S -c", I ,�i -1 -�-- -4 -- I - to " , - t I � � �, i � I � I t I I � I �� � i4---,----- 3� '( I fl�� ; � I � I - - i 11 � I i I 1,- - ,1 �5� l� � � : 10� I I k__!1 I V_ t I - i ; : y 1 i 1 t i � I i � t � ; t I ., " �Ipocr . � I ; .00 . I I I r. , ,e 0 � I I � N I �, � i i � I . - , , � i ;se Ins i-i . 4 1 16 � is I , - --I I * . ____ �.- __ _-, 2 -,- � ,�__ � 1 - �-,�RIL, , , I - - - - I _ I r A-i".t-4el�, � I � � � <3 �41 � � � I I _ , -1 _� - -1 lt'or 3 i; I � --j-_!�_ -.- , I > r--- - *­ 1 , i 1 q; . � I I �- � � I L_ �tln I , . I I � � 'a) i NN f, -1 I I � ! i � � _11�-- I � 1. .. t T SIL41LAR I 2��, � � i i . . , :�-------r- a 4 9 I ___- ­_ INVER I � I i r IN I- -----;-I­4--�,-- +­ �, ,_ _�, -, _ �_ __ �_ -I r ­_ ---.T­11- ­ ­ � - 0 ---r � -1 -�, 4E�," ,- , I I— - I .- - �, 1:7) - _ � I I j i � � --W rnm Cl _� 11 ­ I - � I I . � - � _--il j 1, 4 I -- ­ I , , __,11 _-_I I' _.-, - ­_� A I I Q; I ! � � - �, ­ , I-% _ _ : I � ; � T I r typ * : � I � -1� tAg A � - & 11 1 i I i - i � . ; I � I � � t � It I - -�,0� ! 1-__) 0 (5� 0 4__ � i I I i I i I � � � - � 3 � � t I ! ! I � . � , . _ 4� 0 ' ' I r (�� , q I � � . � I v � I I i i .fl, � ,-77 ----- - __ 0 1. - -.-- f"1;`011 S � i I . � � (�o N I , I + � 4 I .- � I f � � ; i P I I i � , _: Is "'11\- . / 1_1�� "I " -1 I -, ,� __1 "I -t 4 2 + Z, ; i N� � i � .. I I � � i '. I , � I I I ; I ; i i -1 1� 1, � i I . oar ccvnst if (opti,.-majr, f -bar$ - -. 0 0 1 0 --- -�I � - I I I 0) 11 - i � � 1 1 2 ; ,"_1 ( _� � 4 � I I- .1 -T,_4zz____ I --. , ". I I , -1.'...wl� -, ­ �! 11 - ­ �- ,I -_­­ __- . I ; I � . I � I I I � -- - - I r - ­ - ,-- � ,- �_ 7 r­1-1 1- - ­ , ­ � ­ I - '.-, - - �If- ­ ! - � i i � I Q � T :8 I 'A, , - -�-- - !-, I i , � Recommendation: Provide a 24'Mde level area at the bottom � _____ .1 � - ____ - 0-Lkars lc�p _�;11111, I (Z)- � � � z 1 1 1 . I I I I � 2 i - f, RC3---,4 I--- . - - I � , , � t ; - 1 V4.1 � t ; . 1 � I i � I ---�,-I--.__;_1- - I I I � � i � vl�.- I � � � : t ; -b . I � f i I I I � f I i � � � I � � 14-_ � t - � j,,�' � 1 . L, - i , � I I 11 ! , I 11 � i 1. . -213 � , \ I - . � - � ; � � � � 4 i _., I I - - - � I I � � � I � I I I i I � , ,� I � � of the ramp, if the algebraic difference of ramp and counter 13' c4rs � L"- -I L-1 See liote 6 C _. I�­ I I - ­ �. 1.I - ­ ­ � � , I � � � . "I . It I � I � 11, ;- -- -- - � I .1 11-1 ..�­ � I � I­If � .I Ir I-I�� . . �I - I ­bor s �,��!�,�',?"I -i. , , �- 11 ­­ ­ ­­_ - � 11 I 1 , f - '" , I �_ - � 4 a Ri 3 --. --� I x : � � Y i � i I - r , - I I I �� I I i ; ! t I . � I ; -.--�,­ -� � 1 __4 � � I i . - I I t _w 20 inm min fitiet Iconp i oc � __ __ ' ' I ly 0 , "_ I I - --- I I . � I c I i � 1� 'D . I � - , I I p -_,__+---- -i- 001)*__ �� � I i � � , F t t � � � � . I � 4 1 Z � . � - . I 1 . �I 11-1­ 4 - -1-, 7'',- -1- - -­-- ­- - ­­­ -­ 7 4- _� - + - I � ' ,1-1- j " - t' - I, -,- - � I I oo i It __ I � 0.25 S ,,.I. at 3 ,,,j" b.�-r S or .25 S - __ -1 - - - -" - - ,-,_- 4 ­� - 4 � �- , - -11 -I- I ; ; � . .I - I � . I - , .1. SPANS 3050 mm THRU 4270 m!n - _t __ I - T- - 1,­­-i , , t I I V T I 11 1, I ;� r r t ;�� 4� " i __(0.1 7_4 � - -1, ­­ . ___`L_� . � 11 � , ! _I - I 42 � , i I - . i I I � I 4 � � . 4 1 " � " --- _�_ , 04 � i 1 ' 1 � � � 1f� I'l _,-"` � ; i � "I _�_�__ -,---1,- ' I - I 4 ; _!�il7l?, � - Op I I O,q,a 4 1 , k'',_ ,", -_ - !6)4 ; __; slopes is greater than 1 1%. . . 0 A , ROOF SECTIO ..j "IN I I � ­I I , j . ­ __ � t - � I 11 I � T , I � . I . � � - � I I I I . , 1 ,4t ! . i�i � J� , _,; ) -i , � I � � � i I I ! --- 0 1 3 4 450 mm, f or co�,er over 3.0 ­-.--,- � ' , ; � I � I t, ; I r I..._7 ______�p , � I I I � - I � if) I I � � � � I � 214 i : 11 � � 7 11 � - ! i i � I � I � � q7S TIN I � i � t j i 1 1 � i . .__ ZO frun Min fit lat ­ I : � � I I z � � I � 1 i - - - -, � I I - - I , i, _ " __, __ I , -11 ­_1.11 � I . � ROOF SECTION / 11 , ­ �_ .,­ .-,, -11- ­ ­ - I - I—— -, - -n I ­ I�11 -� - R 4 Z�� � 7 I � i � I , I - 7 �- -r -- -- r - � � .____4 - � � n- r , I -T � - � � �­_1.� �I 1-1 I . - �-1 1.11__ 11,_ 4 11 �.a 1,r 013 � 1,- if 1 3 -4 4 50 in rn Ila>, I 1 "-IS 1 3 9 I � I � I 0i � I I I � ! � T -- 7 -- I--- � f -1 I - 11 i - 1� I i � I I I i j � � � � � I I I � I --_)tcrs- - - � . � I I I I � � I i � � I I � % t i � ,� , i (zi i � r . : i IC*,j-1, " .1 I r - �R I i I I i � I t � I � ; � , i � I � I , I t I S x I L � ! 9 N_ � , I J�Z� i SPANS 1220 (nm " i__i; 1 t3 1 Ili i I N � � � e 4 � P,� � �. O.Z5 S , IS 1 3 *,d­ t,(;r S, or]7 0.Z 5 w � , -4450 mr, � -.; 'b" tors � I I I I t� � � � i " I i , � , � � I � . " 11 � I I I!,�- -". I- I - ; I , k � � � � I ­-1.__ "�,I - �11 I I I � C - t- .,-,, - � N -� -�� -� I- - N_ � I I I . - , ,<�� --_ __ , 1. I ; I -- -I I i� - I � 0 ­ ­� 4-4 -- -________-�- - __-,-- 4 � .4 � ,- __ fl��_ - t - I __I I �, � � -1 T , 11 _. 1� V- I � I I � I .- � __ ,,, - x -, _�_ _ ­- _ � , - ! - b. - r , -1 I �_ " � .," �_ - , 11 I I " - � � �. .� ­__ __ -, , a, � ,/ I � 1 �, I i I i 1, � � � � � � � , ',- � I - ; i I � � 11 >i 0"t�1'31`S __ . I � I � � � k I ; i I � � � - I � �� � "I I I,- I I , I I � � � � .� � 'r I I-:I I C I " I % I i 4 � "_ ; , i . - I I 0 Si,��. Note 5 i � � � I I i � � I I f � � " I THRU 2440 mm � - '", '13-4-4 -413,3450 Crew, f0 a.- j�- � �__ � � - � � , � I ; I i � � 1 4 r � � � � � � I I C� I � I I I � , � I I i � 1� i � 11 , � I I � � I � � � . � i , 110 � 1-1 I ; � � I ! I 11 � I I ; t � . � I i � . cover over 3.0 M IJI, 1. � � I __,� - � - I I , � � I I i T b � : ! � I I I � � � I I - , ­ - I- � - - J,- I- 0 1 ­�1 --- � -�_-11 I I I—-­11-11111- __.... ..q, _ I'll I- -1 11 i, �", � , "A I � � I _- , � � I i I -- ,�, ,-, I- - . ­ 1-1 11 11 I- 1-1 _11- . � , � " � � � - I __I--- �- ­ -,­ I.. ­­­ - 1-11f_ ­"_11-I i -1. ,- .1 F. -F I--- 11, 1-1 ," � ­- -- --' INVERT S',UILAR 13,1450 tnm Vo,_ , x - � ",, I I I � -1­ I - 11.11-1 1-T_ I -_ - . . I 7 I I I % � � � ., , � . / i , i k i � � . I ; . . � . I , I : I- , 11,?, , � I � � , . , � � � � � I I � � � .. �---,-----I I � I I I 5 � ; � ! F � ; � i I ; � 7 . ; � it 1 3 Q 4 4 50 9 In I t , 4 � ! � i I �' I , � i - � � � f � , � I : -1-1-11­­_I- � - -__.� 6 . ; i i � 1 4 � � � I � i A � � f - 'a..1>�lrs, - 'k*\. rim )I . 2 i '. , , L,,, " � � I I t I i i � i ; � . ; i " " ! � I I [ � see tjote 6 1� 1: I I- 4--- 50 (wit, Cir typ MITI %3r. - -,-I� - 11 I -, ­� � ,,, � , __ 1� 1+ - ,� I __ f - � I I I I � 7 , T 41 1 � ! I ; I � - I I __T I '- �-- 1 " - - - - - - --- ­ - ,­ 11 I . --- 7 _ , � 11�', .S I I � I � ­ -� -� I 1 , I : 1 t _ i -� . I I I see '140te 5 _,� r I I 11 V � I - -_ � -- - I 1 4 - ,� - I I v --1; -11 _�.­ __ 11 - ­­-, ­" - 11 _ ,.-,- ,, - - I 3 13,1453 mm IA,2x N I � . � � - - ­ ­ -1 ­­ � � r � � � I ! ! i I t I I I I I � I � � i I � I I - � i I i � � . � . I I � � - I ! � I � i ; � � 11 i . � i I � 1� _� -4--50 Inm (Ir li�p A.1 lernat;ve 1. \"I I � : �, � � I � N I � � t � f . � � i _4 1 I? . � � I i � � . I � � i i f I I I � � I � i T I I o r � I , � � t �, � � � I ; � � I � I I . I., 9 � , _ � I I � I I i I � � � � i i I 1 7 � I � 4 �, 11 At ternative I � I I I I I I I I I - I .1 .,____-�-_- ­�_­,___� _,�--_� __,-�_ _�_------____L__; � 'Alternotive const it I � -"-* c" tPors . I ----�­­­ ­­+--­­�--- �,�, -,�-,---"---'---�-.--,-�--�-,�.-,,.-�-.-,-,,----, � � � � � I I , t-_� , x I I � � � I I I i i o i -I I -OF­­-$OQ`Tf�C(IR8- ' , I I I I "I I � I , � - ; � ; , . J 9 � I � � � r0# , - _T___,- 1, , � 4 � " 1 i � , I I -4-- I A I f ern,a t i ve It - .e."j. S C a I . / const jt------- , - I I t 5 � I r 6 . i I I I _____1-­ - I.. - . I � I I i I i � � � � ; � ; I ; � � � . '. � . I I � I I I T � 4 I �, � -r � i I , A i i 11 I ,P t � - : z I � , t i I � I � I I nst it- '� .41 I—— , � I � i " i . � I I � � i c � I I � � I ­ . ! -11 ­ -11 � I I I � I -�- I I-11, ­ - - 11 ­ , Notes 4 an ,� % . I . , 1 7 - i __-�, __ ­­ r I I- I I,- -, 7 __ 1; - , , �� - ,1 , i - . I I i � � - I � , il � ert _;,C� 7 "I­1.��_ � - __� � � i- i ; -, I i � , � � i I .. I � .I, 'const it -.1, 1 Cc, 1� 11 11 �. ­ -1 � . ­ ­ I �­­ I I - I,- - � I i,_ � , ,. - 1-1 __ I � � ,____�I ­ .- __ _1 ,__ -- - -1 ,_ / j 5 ,� " ",� �"I -� -ii, 1 � � r . \ _tf� , cons t j Ir k e"t;lr,r S4�'Q 4, 0 t e 5 '�' � . E � � I � I � ) � t � r I I� � � � f � i � � � : " � � 7 I "I . I I � z I Cri If 'k I-. 1-�tLik*11\ " �t . I I � I I I I ; � I � I �, " _t ,, �,4 1 1 ; � � I I , � : I ; � " ; I : � � � I I 11 i � i � i � i � I � . i ,,�� \ f .. , 11 I ,I � � � f - (ons t j t I . z I I � I ; � � I I � I � I ,I I "t e!ey a,**.�Ir s r � I i I ,4 � t � I I � � I d I Ili i ,,a" -) 601-III, 'k I �_ 11 � � !rv�el I ---, �I I- - ___-�­, ­­ I .I- -1 j--I ,_ 1., - ---t - ; 31 - 5,1 op 4 , . � I , � I 1 ; ; ,I , ­ - I!—, � � - - ,"'.­ I�. I.,.�� I- I � � _�. ,, '' I I " I �­1. ..-I � I I � y �, � � � I ; � ­�I I __ ­ ­-1�I : , !, ; _Ulumm S I op " -4- 1;50 1 --'2i I I f* i T, -­- 1, - T- - ,- __-T__- . I - - -T. . : ­�� I I - I -. -7p w i � � � I f I � f � 4 1 1 r ,� � � � � . i � !_ '' i - T I � -,- I � 6% -w-L, v � _ ,- __ ill" a I,C,O / ' ' � I I i I t � � I � 11 1 : � � I I 1 � � � � I ! 4 . - �[,I I - " - - - --- __�� I I I L i � I I I � � I �� � i ! � i i � i � I `41� � - .V , I . I t � I i I � 3 1 � I I! I 4 --__I I � I � I � � i � - � � i �_-# .. I I I i ! I � � 11 7 � i , � i I ! I __ -T_ I I � � I , � � ,I � t f I � i I I I , I SPANS 3050 mm THRU 4270 mm - .1 1,_", - , i ? � � =_ ­ 1.- . I --�-- - 11-1 - __ �' I ­ _� , 1,Q.40 a,- �__ I 1- ­­ ­­r,-- ­ �­ - I t - ­ . F�, --_;;��___ , _- -, � � 11 I I � ­­ 1 - - - 5 , - � . ." � L. __ 6 I � : : � � % ', I-_-1 - _ ­­ ­ I __- ­ - -Ir- _1 r --� - , -- ,- -- ""- _ I_ . - ­�­___ �- , - -T � . 0 � j corst it__ - � I � � t � 5 � I 11 ; � 11 : i � I f I . 4 1 4 _L I I � � � w � I � ; � ( ; 5 i I I I ; I I � � � I . a i(��. ___� STATE C11F CALIFr_1RNLA I I � I M - ­� i - I � � � �I - � I � � - 0� I I � I ; ! I � I ), -I--- -I f `- -t� - - * 0 ,:=_� *---" I , , 1, ' i � � I i � ; I t ; I � i ___ � I ­ r - �� -1 � ­-11 11 _-____----r-,-_ 7 T T - � - I � -I I . I I � � � I "I � I 0� i 11 I -tws____­ I - ­, - - -- 11 - - "IRTATION �- ­ _f 0 _ � --1�­ I ­__rl 11 ­. I­ ; �_ t, � Z � ? t ­� --r- I 0EPARTME11' 40117 TRANSK I � � 7 - � ­-I I- - - - - - - 1, I � I I '' ,� : � - � I . ; � " - '? 11 I I � I PIRCM09 2e LEVEL STRIP IF . .;" b�:trs), *f," I I � I I � I � / - V , I � � . , � I I � I � I � I � I � C i i � I .I a,. I - � � � � : 1 2 � ! � .iI4 g"b,.Irs i-41 - ___ .- --- . � I ,I : _� � ; ,a- ___ i I I p � ! � � 11, ­ ' I � � � I i _ 2_ 1 . I � 11 � \121 I I � I I I ; I I , I I � � � I - I I . I I I � � i 1 !21 � � I I n I � i t ; ; . ; � � i Spiln. S � "�,�..f 1, -c- I I � � I ; 11- , : � � ! �(;W I I I I - I ! I I ; I i &GEoPtAC rAFFERENCE i CAST -IN-PLACE �. - ­.­ L -, � -1 i -, �_ _ - � .--;. 11 � - ­ (Zic __ _ 1-1 - lk _r___.__,r__11_­11_ - �­ I T--T I- ­ - _-_.1__-__ ­ -�_ . '1-1 1-T 1-1- __ � I � __ - ­ -.1 11 I'� � ,- -7 � � � I � j t � ; ; , � I I i , I � � . � � * I i *_ ': . � . y _T * 4 1 1 - T . . - 1-1� ­ ­' � I r � ? I 1. ? I � f -, � i i � � i --- � 0 � � i : - , __. I - -1_1 ;3_1'.. , I ��? , �-75 - D'al's j4------- 1 1 1 1 -1 I ­ __ I , -__ � - - ! I � � I t - j I I � . 4 � � i � � I ; . ��. �I ? � ! � � � � I I �, i i � � � I ; i 4 >tji -� � , I t i � ,I � � i . . � I i ; � � ; 7 i I I � i I � . ; i � I 1; TYPICAL SECTION T i i i 1 1 1 1 , . i i � I � I I I I � I - I i � I �� . 11 � 1,00-" -� , I - I -1 - � - I .1­ �_ ­ . I I __1- - 1-- f , � I : . i � I � ,,,pan, S �__� � ,T- , y - - �1' I ­ . �- 11 ­ �� I I I 16 � ; , I � I -- - - I + f -I I I I I � I j T 11 � � I � I : , � � I � - � I � , � 7 � � f t � i 11 I � I � � t - ,�� � � 4 i I � I g I I � I � � � � c � � � ; i ; � ; I � � I - - � , � -, , ! F � , �-1 - � � TION SPANS 1220 mm THRU 2440 (nm j � , - - ____ REINFORCED CONCRETE I I I � 1 C4 1 _:_- -j F . ­ ,� ­ ­ 1-- � �" F � - � 1I I IfA Z I 1 7 1 ­ ..2 � 11 � -1 ­ .�4,I`A�J R 4j�­­ � � � . .� I ., , -i I - I I � �, � I I � � � � , AA, � __ ; � i � I I f I � � ,+ � I I 71t ", � � � � , I ; � � 0� 0,01 - I V � r I 1, � I I I t I 11-1 � - I - 1-1" - I - -1 � t ; I � � i � I i � ; ; ; I I � I � _ ---- 7- I-i - -11 I , I I I , ---T- - ' "- ! � ,� _ - - -� --� -- -I -- " �- ,'' ­ ­­,­I ­ �, ­ +_ ,� � i - L'' - �­ I, -4 - � - �_ I I 0__j- - *�i � t- ___...f� __ _ - - I - - i - T - ­_ � 7 I � i � -­ ­ -�-- ­- - �_ -1 TYPICAL SECTION � 1 4 � � � I � 1 � � � I I � �Q ­ ­ � t i i � i 4 I I I i . SPANS 1220 min I I : I i : � � � , � � ! � � � � ,_ I � � � I � : � I � � � � I I -11� � I L;=87.19( I i � v I � : I � I 11 � i � � : , � � ! I I I � I I ; � I ,� -1-11i-I 11 --11 T , � I � .I- _� � I I � " � I ,I � I I , I � � i , I __ _ I I , - � 71 ,� - I + I_ ,� . ; Z � : , � ) I ; ."I I I 1''.I- vl_04. ---_7 --1-- � --- I - -" I- __ 11 1- - ­�__ _1 __­ .__ -,­ - - ­ - I � F ­_ ­ -i _ - - -11 -1 - I � 4 I � ILE LES SPANS 3050 mm THRIJ 4270 mm E: 114 . - - 2 OR6 Sc� � THRU 2440 mm I � 4 I. I- L, : � I � I I � � I . I � I � I I ; - t � : i � i f f � . I i � ; � � , j , � ; I . � I , � � � I I � , T I I � I � I I I ,I � � I � � � . � �, � I i � I � i I I � � i � � I I � i � I � I , � I ; I ; � I vl� I I I I I . - I . __ -1 I I i - i , , M LLIV T RS 01,11LESS OT4 RAISE SHChN � � ; � � V ; I I � i I I � __- � I i I � , � I - � I � 4 1 i I I I i I [ D81 � � I � � � i I I � � I 4 I ,I � _____ I I 1, - � I 11 - I­ - I � I I � I I I ; HO R Q. T'44W " � �1, i � � 41 I - ,� __­ IT- ___1_1_1 11- 1-1 - ­ �I 1_____ ­­r� _. t_ I _., -__ 11. -, -1 -�, --, � i � t - � - I -($. T- � ,--- ­, � ­ - _�_ - "- . � I I f , I ; r -- , -- ­­ - V__4-- i_21 , , __ - ___1 ----r- - ,--- - - - � I � i � � � f I � , I i I � � I I I T � � I � � 11 i � � I ; � I � t I � : I . I � � I � I � I � I � � i � � � I � � I I � : I . I � � � I � � � . I � 7 � � i � t t . � I � � ! i I I I � i I � � I � T, 1 44' 1 ..1.� -4 i : � I � � � � � I I . � ---. -----.,-----,- - ­: 1 � i I I , ; � : I I,- , : i � i � r � � � I - � ­ 5 _1__��.___�___� -�-..-----��,---.--�--,�---.-�,-.- _. ---�-,-�-,,�,�,-.-��--��-,---��'------�------,-.----,�--'- __- , 1,-, -__ .1--�--.--------.-�-�---i.---.,-.-,.--��...,.-.....--1.1- PLAN SCALE DOUBLE BOX CULVERT (4 1 08 109 4 110 1 1 1 1 1 1"=40' 1 1 Z& , A., ,' I . (� DENOTES EXIST. SURVEY MONUMENTS. SEE SHEET 1 'C�li(�, 4,� 1� , ,�s , 1 & "I , , I',, �, , N FOR DESCRIPTION 14 , , �) N ,, , I , I 1 1. ,e ; , 1� � THIS LIA41T TO REMAIN UNDER CALMANS UURISDIC77ON � I , , I 11 I I wl - I 4 I I I'll. I 6) I - I , .11 I � No , ZS I 1�1 _11 - O& I , "I �, I " CA ly I 11�11 11 � & OF , /� / <��, """ � � I � CASE C L I , & � \ I @ , , 0) I'll I T�� V.. Al I , .- "', " 1, I( ____ I I 11 ,�\- /'� I 11 I I � _ __ _.________._.______________.___ i I �_ ,,� C3 ", , � - ............_____ N I 1� 4 6 " 11 I ---- , I - - , ___ ,�W,, -w K Tn.Ml 7- _ _ + I I �',�, - / C3 4V / 11 I I -?C 1161okIliv-1.9f - ._ : " A , I . '\, I I aR_ �0 , \ -4_r_0 Q I I '.1 � t� / R, C3 / , 11 - % I I p9li wx,of vot I­ ­_ -4- 11� 6 ;I I � :_;i // -1 - I UX111 AkK - � ­ SLM)w.s M _- I 1, � �, � :!::: .36 ENCROACHMENT I - - CROSS-SLOPE IN 05 �, "I 4 *,:.*: % !� I I 11 \ N,I I.: I rij,"'k I . - a i,_ THIS AREA SHOULD . � 'I*4 4*:: .,:!! � Front IV 1-owl, . It 4 /� N �Q !;� I t, - "' \ r ( .1;ly-;w1;._ZI 11 .1� I PERA41T I , k" . m A Dros&vdic "NNole a -::) � X4_ 1, A 14*6 9 _w :;;:. :411 /f IAJ 11 :;t - 4 "'d a IF 1.".V .._%01.b I _T - 0i / � F__ t_x - ;�?- 'Z?, I., toft w* -, r 4 . - %�Ql_ __ - __ --'--- __­­ ­_­­__,­___­__­___­ - i:z , I �� .0� � , .� � _x UN i it."___".,� _-. L- - -, I/ � 41 i:11 � =MQK at r,04 ;;;;. 4 - �_, t� , - ,_ l.- " 11 ,', (x , )fl ­14� ix ­ 1% * 4 ____ ft4,_fjr.d_ 41 I - � - J 2 - - �� I � .I.. __�_ � Qi � I , ^:;: - , , (� 0C � I / k �/ 2 - i - ..- Jr) .. I . � / L�' �� !� I--Z 2 A 11 __ 1, - J__/ ---- NO 1 3 � .1 ........ . I- I I .__­____ 31 , I - � �Q � lil__ ­ I 1- 60 am ift - , ,to ­ -;j-,�;Ly- - N-IF S r_,�,_,�,� � -4 1� �, , - ,___�� _­ -A-ir, P ­-, -i :�b 1 _SO. 4. 4< 0 t.'C-calb',*6,1:* at 610%w�ok Is 006 ziwl � , , �,,,--,,, ­ 11�* ____.�I-�___I�-,-�"74-,"'�-'V-:"-�-"-'�L,�l- - � � 11 ­ L I - _. - S _SQ ;� I "I ­ .­._______ I 0#C'" R.I.3, L I � � I I I � � � : I _­­ _­ �­', I : L ------ I , See U616 i f "do 000*13 low*11w OAS- pwtf_�. c,a 1.Cola 0, � � � I I. � I� I -1 '� -� % , _',_ , or.OX r I I I :.11 I-1 � I Q 4 ��:��,��_ 5��__ I I Q § ( .? Ic 4". 4 W<02.Imlad Ial-tiwnapy QS Ift C-ow It - I I . � 11 15 CASE D , :1 I- __---"r"-. CASE C - -K411.-130,is C13 r=4 5. I � "I ____­ - ­­­­----�­ - � �'..,-:,.* � x kA -C "I I 1� , ...��' ---"­­­­­. I- , ate? ,,a*vot,4 w 41 WOU"OS st.0.1c ih CQM C Q,%thIs .L _L�� ,,,,, ��,��-I� L".` ��_,__,,,_;.L��7_"_-1 I-----.---- I j A_ I / 1-1- ""/ CA4 F - -­ ­. � I -1-11, - ,�"-"- - ­ ­­-, ," ­�, ,,: -, I­ �1, - "I " ,_"_-­­-­-­-­- N " 1 03 3 - I__ &1d 'A 51 I I I I �� ", ,__________......._ � I ",___ , �__ L ­, , .. L L- -&Q%wgk P!IA or 170 Sw'.41.lbol Ito�a�F>a a dow;s of jr.06p Fin ,. ­ I � " t .. :�7'.. 1 emo C" 1141140,1111 Non . , CASE A i 1 . , r � -t". "I - -_ :,*-'- �._ -_ .- -I? 10 , '' 1� 1, "�: A ):�j OCR I 11 . t-__ -,--, 71I.-�-�-.-.-,-.--��-.-,�-�..-,��-l-, I -_-1.__1___ � I 10 I - - - . I *--j I - I"Note I kpt., _�,�_ 1%%1114 tQM Is&Icaft,d h ce.t of c,,�Ip rsi�,%,w-& I � , V-.:Z, � I . tontwvtka fw�a to V,:ofollo Iho,r sft-n for Colo I ----- ---Al I- to om'r-toanto�hDdk,�K.rs. . " .1, 1, .__ 1�� __ '�If J3 1 1 _rL ar --- r,onx 4,_,E,at- .. --7-----___71__ � I I.-Z ,9__,__"--'I 11 ­ , UIST CURB & GUUER - . -- i�, - r_7 �"..k - ro"Colo&f 0'4 0. ,fio laevl-a'-o pwl"0 Ins vao,,,% ----- A --'-_"­�­­­--_- ""' ' ­­ '� _, - t I� -.- ­:�: _­-I..­-.1-----11-1 _.-I ­ ­ ­­-L - ____­ ­ ­--­­-­'­­ -­----­- -� -­,_- ­­­� � ­- __ . _._ ­­-L- ---'-� --_ - I..�(21 _____ __ _ Rorc:,L-o C�wb 0 - TKY rIA4 to be ljojw.�f,&c.%,**.n in eg"& ----------- r;? , - ­­_ I C.,�F­­'­­­--" -11- r " I— __ __-__ -__ _____ --, _­--­­-­--"-'-' -----'-'---L-- -- -,- ___ - - - .�� --------L----- � � �� . -_ _ _ __ " -0 . _ . . , E ,--__ ­_ . i;tr__---.I---�__ Q- --------------- ­­­ -- ­­- -­­­­­­­L --- -­ ­­­­ ­­­_ - ___---�--- __ . -__ _____ - ­ - - . ­­_. ­_ ____--_-1_. -­ 1-1 I-- I. 1.2�a of doo* I !go "N , -1��,- , 00 file�Jnbx^.f&b of N., - , I &It�0104410 QM 0,;Wvb tbs cid,ts of me L:%�oo,s "I _4 I 110 I " =�­ ==ZT*­t=5 to 1:114 � Na 1?1 I a bo�q 10 4 E - - L _11AL 112tj ,* I - W . �j -A IN I I IL __-_____ paollrw. ; c __­ __ 40 �� 4 I /L �9 1,� C-A - ."i r,�C4SE 0 1P ---f --______ - 6 1 1.Tfgn1tT1VI3 if,0'.ft e*Vj 10�O�k.& QuItArI6 Or VfOtfii*" F 7 (ZI 11 I ,�� �! I 1" -0 $ 1 I.M fttif . . DO fkl).h OP;*110 of Vjr..Ol Cjtg,�" 0 . I'll, lizi t_WN IvZ_ � 15 . SOO r4.to 6 . f'on L�146"*wd rw*"ki'n"t-I"'tha to"0"m'4'� -4 1 �� I - - EXIS IT, ,I 'i I O'Nvo,Vb1V,N.?Q'.j 7.0�on'gnfor.504 gr""Ao _1� N ,/ , dC?qL 1 7� W A [ A I -__ .. I &114 r""he's a X3 M .1do�W06".'I'l,fj"'. 0 7--" __ _____ .C \ " P (9- ,- I _. - . `� 6 .1,I I 0� I � 4 I *,, -- :fk . 3 00 Z NIS I .A/x /I \P. , , T MEDAN CURS rO RiMIN 1 ,4- .?k , r I ,�, I ................ ; gV4,w Ir 7 ;;; . I ��, I ____­7_� ­ .1 �� , y /, , t) -�/"", ,� I ", � . F.119 . _5 -]:�-.--�, 5`102 hGyo 4 0616clix's war,"�W,Q�j Plot 404fids'" r. ____111�'r ", 1------II3------ Piz t - -_____ 11.cwb IM14.9 Ito ha-li 0 rgX0 6"-sclTor 14,A 4.67Z , " , � If �,�/�/"-'1(11�11�'Ilr/l I U/ �', " , 711,4,11! - '// "�I 7�,,,,-L,- , _�i . I - /� ,, , ,/" �/ i. , I I � -V�,�,,17 I A :---(__Itt- I -1 " - of C rb . 04 V0441 I � V _____1�­­­ I/ �I " , , L /,� / I � � , 11 I _111�:_ �, I -1 I --- _____ ------- I I Z- L I //',I"/I I �"Z / ", ,;,� /'/" '/ - . 11: � _,� �L I I I I , � / _K ,1,�,'.1/ /7 _1"/' / I , I -, ,� 1 O0006 at � I I �, I , ." t! I .0 wo oze ?Oct I w C I I - .. - -__ - - ------- - - N(--- ___­___ I I ___­_______�­� tr4 w1lon Ir I IrIjefor.. be ­­­ __ -.---.--I--- - ---- - - - - - - - �,L , I � _� ` CASE �_ owip s*xo or. r, mit, or wnvoontrwoo t�y Z _____ , �, - \1* - 'LLLLL I ____­__­_,_­_­_ 0 _4 9�11 -I _/_ &-.1 ; 'i w6j. 11 Ni;;� 1� �, - 1 -!S� -Of�I, -!V____k1 - . Qo ;0*voo 4 n*f,t,x.&e:wrA3 .Infoe. to it's I I "-\@ 0'�'_' . 5 1 C4L TRANS RIW , 'A 4 �( 11 Py 9.76 WE',�T'L Y 2 ,el_ 1�z - I LA '-s.Ila'.t ___ It).14�ot"344-o-'4ft irur fov,pol�oo_wes"o > . r��J� V_ Sao F;01.1 4 I 40ZI,rit,10%IYA owwale,f4dw,. "A l,r*C14 IT* Ruled o � e 3 �Q (_j N - -1 , * � 11 . 4 n ,�� . �0 I _14� Vdti*AA ho't 0 fr.-.. sV f144 I,t;,!.0 & LIMIT OF ;�l �1 C, (� (Z- Ei ;� , CALTRANS RELINQ e0V*W th,0 the.%e,,K-,d'5,-*q tI1'dCa'42dWk. 400 / . -4 _�, _;�, U15HUENT POINT q I 1, 01�. � 40 i Q_ + I " � .00 It aa,,#a1z"�1wq,Q,'6&,.�-rf."-a,r ?r­o0 . �1` ENCROACHMENT , ,� � .�� 4. M-kkm of W TZ 471 - I � A1,_0 0 *9 Of?-110 1#COVIC961 VrIh ktl^,I�qr'v'e.,11; �.V# li� 1Z.) .C. ��_ � r Q4!*Ciil*to to of the rw*..�=,V,.�c. . PERMIT 1 1 . � ZI) EXIST IYPR�EUENTS TO REA"N I � lico of CONIP , t '�/ t,?U;ly IhA Do,efk.,W,O(Vj�,wj^*W4 US otfW ,�j:jti, I �_ I-,- ��111 �I ,� V . 1.4 �, " ­ I,'- " '-, . 11-r , ­ ­ _ I 1" n.�mm (/) RAISED T CATEO '__1�1FwjV*s.I%rj,%V',*t,4,&,4a,Ios Of ti.,.,b,,,,�;,S4 __ - 11L_-- -- I.---.411-_L_-- - . ,/,�_ , 8 _17-- �. ;��j -tv. 8 rqkcollid V-:d!�*I*f to 9-wo t" to. 101471 1 ATION StMVS E 1"=40" - I . I - CITY OF RANCHO OF C441FORNM ��n�_.j , I ­­­_ I-­­- 3' 4;:j , I . I _ 1 � STA TE r L' _> C�,�­C--4��--.... ft - 0 1 Of L%T,1,A­(41h-10%cwt,r--v. cwiwv,i�, V. OF TVIE,' flWT �7'7--*-­- L,,I *01 -11 M.-T-M 4w,ns of 0012%"q sralwa.Ins,ON wr4,&._4 V , I , ,, I I IN 5UTW A- -14K.17 0=0 to the wo rfo ved cewimm,w -, 3, 0 b, -- FA r ,:�,- ''I 'll I - I L I I . I— 1 4 '�_ I Poll Ir 4:�Y_S 'I , t, DI E J'REGULATINI SER14CES , - - I - V��;LTA;�S� cecwb P - III\ < CVC4U0NC4 j � wx 0 C ­- ­I.,I-I-I 'L .­� � '' L_ ­­_ ' ­ ' L- "--''- ' L-- - 21 - -P - ___�__ -_. _____________ I ­ I - I - I .� . ZI..1 �y o,of 4&rams,shoo,,ot 67a IS s ource7o , a __,___�,__ _ _,_____--- .- ,�,<_ I _____�__,____._____________ _____,__,7._,t-__-__1._ --------'----- TO 0 F::;j , 2M r.P1P1P-o1b91tQAQjfI:d.;_a­^% I- - I , . - 4 Dew%n - I ___ _.__,__­__­­_____________, L' I ett<; wpr'­4�lt�t Division Of the$lot* ___._,__"_,__,__­­I��_ --"-__._"�­_­_---/__ -- __' ­L I I -- � I - ­ ­­­" ­ ­ .­ ­ ­ ­ I FqLx,,c% . ArdAlOof ofilJorch 10.4%:,�� ­­­­______,I­_.___.____.__­_ Z_--liF,- I . I—- ­­­---I "_­­,�­_.__­­­­-­--_1 . �, "I I """ "-11 Ce , U 04 �- -__ _______ . 5 ,".4�_ I - i I �---, I I--;I-- - -1 I 9-i-�___ _.-�­- i _~ CASE E RAJ%D T TED 107026 - f DOUBLE 8'WX5'H RCB "­_ //,, I i .�� <�_, i 11_."r '.�, I �",,', - / ME:Ila. ax -(KW iq 1 4 A-,,7 L-- '_ I L _­_L�_­-+_�L�---�:­�Y­_j� 1�, , if rl� I SEE SHr J f`OR DETAIL V=___-­,� - "I ��­� ,�j'� �_, , / SECT ADWOOMPOty 4 ma '*� I- DETECTABLE W&&N_I�LC �W�ACE - LL s�os Note,9 L i -L ' I 1 I" IN'$ � '�, S I -- 15 __-<r- �� . ,13� �`- ,�I � ,Q �I .11 I I I -// � De - - vft.ak as r".Aroo L -1�-S -w - P4-ft0o&,j,o:5*C , . LOIN C ux STAIIE Of C^WWJFA � - � I / / FtIGI(ft*.A f 7�1w�-k,", _7w-_w--1_J- - DEPA11"04 OF YftM4K*F V_ I 11 .�11 ,�,�; 1, 4 , * I , . ,- -.,.. . : ,. ol Cce%lr, ` V ii-, T 1-7 ZQQ5 ", � I I -_---- �� I , , ��d -­.- ... - r -4- V_ __ - , 11 / . . 10%15sd =.... - I 11) - / 0 - of%kyofftt owm --,.. I- -- CURB RAMP DE - - � I--3 1 40 Z, � , e - - t - - -1 """' "'� . :-_SS-:,- 2 / -1 C�MVING Of-TAIL -- . .1, . .TAILS V P�, . _8 V_ // . TW c-c , i C _-_ 0 NO $CALE I N C - + g ,:�' �,� ., - , --k V_I / __ - DETAL tf -L OPMRS10"Allf. 19 __ -4 � x . ,.�- , IC I " / N A: � f� - - 9 1. .11� -45�V�, 10 -. e__ - / / EX1.11hit C�rb"t:0.gm MILLIKI"s tva-Eis 01WAK1% stow r AIIS�A , . _> .�, � 0) i 8 iz * , , 'L / 10 11_`10 I,- -A I. 110'� �jql- I CITY OF RANCHO CUCAMONGA �y i�V, I / 6P.1% I �i It.-) I STREET IMPROVEMENT PLANS FOR . Kv 1 1 (�,,,� (i I 1 ��f R / / / CROSS-SLOPE IN FOOTHILL BOULEVARD (ROUTE 66) 11 Z .jVESS/0 Ci 11 -" I - I I 911S ,WM SHOULD - �,I I � . FOOTHILL BOULEVARD 14�� NO r D(CEED 2X A %4'1� - , IL_ - - # / 4,� En - CONSTRUCTION NOTES -, 04 - N . 20596 r�i 2-' COMMUNITY FACILITIES 4� (1) M i I txp. 9-30-05 -r,"' STRICT 2003-113 /N 0 CONSTRUCT gr AC OVER COMPACTED SUBGRADE (UPPER W 8F SU13 GRADE A15 eeN5ffiUe+ fflffbelbiffi IMF Bffft 140. 1 FER eALfFWi19 DI% SHALL HAVE A MINIMUM OF 95% RELATIVE COMPACTION TO 2.62 FEET (0.8 M) BELOW FINISH GRADE. 6+9. NO B BASE 9 6;fih?I9M9 Pb4i A OM eAGE 19 0 1 1 A�@ CONSTRUCT e(200 MM)P.C.C. CURB WITH 24!(600 MM)GUTTER PER CALTRANS 8+9. NO At; I&(@ CONSTRUCT T PCC CURB ONLY PER CALTRANS STANDARD PLAN A 87A , t : � DATE:/_C),��_�_ STANDARD PLAN A87A, fWE *2 0. TYPE A2-200. TYPE Al-200 (�) A R L T / I, * 1&se.4 CITY ENGINEER ,14L�d/6001�n/ WJI RCE N 0) @ CONSTRUCT CONCRETE SIDEWAILX PER CITY OF RANCHO CUCAMONGA STMDARD PL 103 ,&@ REMOVE EXISTING ASPHALT AND DETAIL ON SHT. 1 600 i i '55' - 35 . 00 ' 36 , 77 ' 2 0 . 29 ' CITY OF RANCHO CUCAMONGA DESIGN MORSE 17320 Whil Ave. RECOMMENDED Z A n5 SAWCUT EXISTING AC PAVEMENT. 1- (300 MM) MINIMUM WIDTH A r--" COLD PLANE EXIST. AC PAVEMENT TO LIMITS SHOWN ON PLAN 1 19*48 ' 05' 3 . 00 ' 6 . 27 ' 5 , 18 , Suit*350 ra-*N EXIST. TRAFFIC SIGNAL, VAULTS, LIGHTS, SIGN AND OTHER RELATED TRAFFIC UTILITIES \U1 (0.15' (45MM) MIN. THICKNESS, 1.0' (300 MM) MIN. WIDTH) DETAIL ON SHT. 1 57 , 24 ' 21 . 08 ' 1 0 . 66 f BENCHMARK NO. 10051, ELEV.: 1300.686 R.C. OOKICH Irvine,CA 92614 < \1V 2- SET Z BRASS DISK IN CONC. CURB Voice:949-251-8921 - Ix DISTURBED DUE TO WIDENING OF STREET, SEE SHEET 10 FOR CONSTRUCTION NOTES. (@ REMOVE EXIST. MEDIAN CURB (O 147* 8 '46' 2 . 00 ' 5 . 15 ' 6 . 86 ' STAMPED "CITY OF RANCHO CUCAMONGA BM DRAWN 5 C H U L T Z FAX. 949-251-0516 SHEET 1E_ I A@ INSTALL HYDRANT MARKERS PER CITY OF RANCHO CUCAMONGA STD. PL 134 14# 2 . 00 , 5 . 50 ' 1 0 . 05 ' RTHWEST CORNER OF D.L. S 111INNERS SURVEYORS I . . I � � I - I - A __ - , I , - , , - , , I I - � � � , , , T-5135- - $14i f� I I I F�;,o',s f-9 f lip;f I I � , - I , I A " 3 - _ _ I , it,i 1 � I � - I - I I I � I , , 1_1�0_! I-6 , , � I Aivx I.V 1.0 - il rl�i,-a, 180 -1149- �2" 1 * , , ' - , r3`2�ccc 7- N r3335s!- , " tu �I M?6�5 1! 41 2, , 4 41 t I , '�',io , I * 01 I - � +" �N 2! I � � � __ 1 11 I __ I Q, I - 1 , 11 " I I ;_ ��.r�`" I I II)t4p 24� 11, ,�i __I - I +__ I Vq a i 0 k I _( , __1 �___�,") I j " F- 2 1) . . � I I __ ­ 1 '4 I &. I- N I I 41T�_, - I �� � � I I 1 14 , I � I �.j� J , i I I . I I A,@ CONSTRUCT CURB RAMP PER CALTRANS RDW 0ONsw,nON NOTES, RIAW CkTR" STRIM, MM HANDW RkMP, NSON PLACE 0.25 I 2 OF .j Ir-o" REMOVE EXIST. TRAFFIC SIGN STANDARD PLAN 88A CASE C OR CASE D, SEE PLAN V 22- I 1 '29" 1 07 , 00 ' 41 . 44 ' 20 . 98 ' &ADDED SAWCUT LIMFM MILES WEST OF ETIWANDA AVENUE, AT IV ,_�91 111 * 01 , 11 , 45 . nO ' 87 . 19 ' 65 . 50 ' CITY CH BASIN 2 FT. NORTH �/ RICE No 20596 DRAWING NO. < ------- - -___ __-- ____- ____- - DESCRIPTION OF REVISION DATE APPROVED:I OF CURB RETURN. S.C.M. - DATE � /6�- .0 FILE NO - 2000 0 1:\46608\IMPM\CALTRANS1\SIP02.dwg 5/12/05 PROJECT SHEET NO. OF T -4-IttII4 t r N FIIt �4 IF +T IT xq *L P, 14 I4--FT-T oil v*I4 FIFI1 IIT---- T T 1200+ - ----- T t T Ir t -1 4-4---- ­-- +I I 1; Ir SCL ITQP ' 4 -- 4 CV01NE' S�AS2 ONSfRV�170N� 00�OUW- 8 UNP OFF—)iAYP� ...........VARIES 28Y rO 40�t UU. VARIES IIa 5' MIN. rO ------------VARIES - 61 TO 135Y T 12' W.VARIES UlSr GROUND IVARILES I0 42,T vlN To Iro VIN. Ito. 4 t 00.9 4 pl- III +SEE N07E ffZOW fo, FI(E a DUSANG SHOUDER PF RE IHORPZ. �1' =f2W SUPER—ELEVATED SECTION T T T. 1 41 ISOM WUNO Off—&WP I.......... PLAINI SCALE 10 12 13 SCALE 1"=20' 1 20' 0 0 CONSTRUCTION NOTES 0 I0 STREET IMPROVEMENTS: -0 'a OF SUB GRADE CONSTRUCT gr AC OVER COMPACTED SUBGRADE (UPPER 12 0. SHALL HAVE A MINIMUM OF 95% RELATIVE COMPACTION TO 2.62 FEET (0.8 M) BELOW FINISH GRADE. CHAIN LINK CONSTRUCT 8r(200 MM)P.C.C. CURB WITH 24�(600 MM)GUTTER PER CALTRANS 6+9. 118 Aq STANDARD PLAN A87A, fiPE A2 6. TYPE A2-200. CONSTRUCT CONCRETE SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PL 103 �00 SAWCUT EXISTING AC PAVEMENT. V (300 MM) MINIMUM WIDTH 0 EXIST. TRAFFIC SIGNAL, VAULTS, UGHTS, SIGN AND OTHER RELATED TRAFFIC UTILITIES 10 �lv DISTURBED DUE TO WIDENING OF STREET, SEE SHEET 10 FOR CONSTRUCTION NOTES. OA Ctt4NNEL fog 1�), REMOVE EXIST. 36' RISER EAST LINED)(CONCRETE QO CONSTRUCT CHAIN LINK FENCE ........ REMOVE EXIST. METAL GUARD RAIL @ REMOVE EXIST. CHAIN LINK FENCE REMOVE EXIST. HEADWAL PARAPET WALL L/93 RAMP I)EfAll: N . 1 PER 6AL-f 6 ARB PWI A 6M GAGE 9 @ CASE C 9+9. ?48 8 FENR lER +8 d6IN R16+1N6 AEl FAYEMEN+ SM68ii Al COLD PLANE EXIST. AC PAVEMENT TO LIMITS SHOWN ON PLAN FOR RC9 DGE LINE __j ——— —--————————— (0-15- (45MM) MIN. THICKNESS, 1.0- (300 MM) MIN. WIDTH) DETAIL ON SHT. I SE C To PE ONSTkUCT'CURR RAMP R CALTRANS Dow CASDE,Q, STANDARD PLAN 88A CAS E C OR SEjrPlM 81wy A-to EXIST AC PA �R EXIST EP I2 fz 1�0 41+00 (1206 cl)6 r.ASE u E ... bo 34-00 '-4 k 6 2 SWALE--__S;::::FLoWLINE DIR C->S16*�I K IACr P 1.00A mill. IDENTIFICATION S 1202 HITM OF CUHtf Lllyl­ DIV. OF THE STATE A Up —PROO- OFFICE OF REGUI ATION SERVICES 36e DIAM.I L 04 107026 LET A� FILS__ SS OUT..75 OA�E C�3 CITY OF RANCHO CUCAMONGA EXISTING SHOULDER ON OFF RAMP THE EXISTING SHOULDER SHOULD BE REA40VED PRIOR TO WIDENING OF ROADWAYS TO AVOID I-MVING THIN STREET IMPROVEMENT PLANS FOR AND WEAK SPOTS IN THE PAVEMENT VESS/ 00UW) A C. FOOTHILL BOULEVARD COMMUNITY FACILITIES G No. 2059 2m rn Exp. 9-30-05 ows 15 OFFERSE RA MP @ FOO THIL L BL VD. DISTRICT 2003-113 SOUTH BOUND DATE:CITY ENGINEER RCE No 24953 CA DESIGN MORSE 7320 Redhil Ave. RECOMMENDED z I F RANCHO %�CAMO ;uile 350 BENCHMARK NO. 10051, ELEV.: R.C.1300.686 DOKICH rvirm,CA V2614 SET 2" BRASS DISK IN CONC. CURB voicv.949-251-8021 DRAWN SCHULTZ FAX: 949-251-0516 SHEET STAMPED *CITY OF RANCHO CUCAMONGA BM 10051 1987" AT THE NORTHWEST CORNER OF D.L. IS N gas INGINIERS SURVEYORS 3 i0o CONSWTION NOTES. AM SAWCUT UWTS NSON PLACE 0.25 0 F—1-0'CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH rAPPROVED: OF CURB RETURN. TE S-/&_'0l;FILE NO 2006 MILES WEST OF ETIWANDA AVENUE, AT DRAWING NO. CE No 20596 DESCRIPTION OF REVISION DATE S.C.M. DA 1:\4M\IMPLANS\CALTRANS1\SIP03.dwg 5/12/05 PROJECT SHEET NO. OF _.. - -. - __ -- 11 #, u r �l s� � � +4 T r -- - -- - - __ _ - _ _.. _ _ ... - - - - _ _.. - _ - - : - _- - hi - - - - - _. _: - - - 53 ! t. mr� IffiaM 5 -. -- - -- - -_. - - - "_ _-'- -_ '__._. '-_.. _.__ _ - __ `-_' --_- __ - _. - _ _WA - -- - _ _ _ _ -. - -- __ ._ .._ ... A�'-�.`Q rte. .'Y Lam+ 1-11-�-- ,.-_ 0 - - - - - - - - _ - - -- - -- - --- - --- - -_ -_� .�� - --� -_._. -_ -._--_ -- _- -_.-. -�_ �.. _. ._.. .. _ l W - �- -_ �, - _�._. - _-__ _--_ - '-_-_ - - _. -. - -� - - - - - - - - - _ - 1--:' 0141 - - - -. - �- - '-_ - - __'- - '-_- �_ -z. --- _--.>.�-- -_--- .-. ---_.- - _- __--- - _ ... - --- --_ - __ -' ____ _.._ - -- - .. - F,M'L C_•R"•r{•✓(_p 41 _- - - - - - - - - - - -_ _- _� - _`- - -I----------- _ __. __ _- __ -- -- ---- -_ - --_- - fr at 3� �7 � _ - - _ _ -- -_. __ - -. _ .. _. - - _ f S -P = __` --_ .-... ___.. i f !'/ \i I\ - -.----. -- -_ __..-: _.. _- .--..- ..-- -.. .. _ .. -.. -- _- -_ - - - _ _ _. _-. .__ ._ _- -_ - -_ __.__ _. __ _. _. i . _ �� � t Ju � - - - -- - -- - - - - - - - - - - _� - -- - -- _- --- - -- -- - - - -- -- - - -- - -. __ __ _ -_ - - _ .._ _ _ .. mac. _ -- _ _ _ _- -- f, I 1 _ _ .. _ - - - - - __ - __ __ __"__ --_ ___ _- - - _.- - - ..- _ W. _ - _ -. __. _._. _ - _- -' J V* n r t , J • •..n. I F x"' _- ___ _��__ -.-- __-- .�-_ ---`- _- --. -_ _. _. .. ... _- ._ -_ .... --- - - - - - ._ __ _ ... flf -. _ - - - -- - -- - - - i StepOr M Of f' -. - -- -- -- -- _-- _ - . ... . - - , _ - _ . .-. .... . - _. -. - - -- --- - _ - - lllinel _. �r- - - -. _-- �.. �_ -- - - - - -_. - --. --- .-- --- - -- -" - --- --- -- --- - - -_ - _ - - - - ---- - -- -- - -- - --- -- - _ - - _. _ $SC ,r f,€"fbr•r t9 m+�tC11 ,� SV f i _ _ _ __ _- _ _ - - . . - - I �. - - - f3 - -- -- --- --- -- - - --- - - _ . .- - _ : --. _ - _. - -- ��' d ehcnr�l c invert 3 ►29 - - _ -_. - --- - - ._._.. _- -- ._.,. -- - -- - - - _. _ 4 of - __ _ - -- --. _-_ __ _ __- --- __ _. _ _.. _ _ _ - --- _ -- _ _ _ - Q ON - _-: _ r __ : - '�'o _ u Y. -- - -- ---- 3 z 3 S - - - -_ _ -- _ -- - -- - - _ - �`�� _ - s1 tr t+3ck t4Ce xx - --- ..- --- - - - -- - - - - --- - --- - - - - - - - - - -- - - - _ 3 9 4 4 ft - . - r. - - s _ - _ - - - - - �I s - T~" - _ si5� lD 45o mm Front foce. �e 3 - - - - - - - - - - - - - - y 15o inm into wail or f3sron f, 1 f. -_.. _. _ ._ _ - -_. _ _ _. _ - .. _ - _. _ _ _ _ - - _� _ _ �_ __ _- _a -_ _ - _- - _ _ _, _ _. _. .- --_ . . ,.. . _. . _ .. _ _ -. _ _ __ __ -_ _ _ _ - Cutoff wall -- - - - -t----t- - - -- - � Iii.',--'' ' Culvert 3 -; - .�. ____ - -- -- --- -- -- - _.- -.. .. -_ ., _. ._. .-. - - - -- - - .. - - _ _.-_ - -- --- ':. . .:-. \ `--2-# ait&rnativ# 'Y.'+ttG>tri Ca uSEJdf,�f f r _. _. - 13 if - - - - -�. - �. -. -. .:�. -- _ -- --- {..' - -- --- --- _. - '-A1t"nutiva t}att= of vitaff ii ll- a - i -r _. _ - - - - - - - - - - - - -. - _-. . _ .. . ... - .. .-. .. - - - - - - - - - ' GOO mm _ --- -- -- -- - --- - ---- -- - - -- - - - --- - -- - - - - K - _ - i3 - _ _- - ..__. _-- _ _ - _ _- -. _ - - - -- - - - . _ . - -- - - - -- _ '- -- -,- - - - - -- - - --. _. _ _ - - -- - -- - - -_ -- -- --- -- - LL-. -- -- - -- _ . - - - - -- - --- - - -- -- --- - _ - - _ - . _ .. N VA N - - Qv- - -- -- _.._. - _ - - - join* I-- -1------ .--r- - - - ..__ --=-- __._ _.._ .- _- ___. __ _. _ __ .. _... - - - - - _ - �_ _ - - - `__ '- - I - - - -- - - -- - - rnm - - -_ - -_- - - -- - --- -- - _.- .. _ _ - - -- - - -- - - - - b00 - rri th - - - _ -_ - - - - - - - - - - - - - - - - _-_ _ 3i1 {eft .. , T - iiia@ m-rrr -. .. - __ _._ - - --._ _::- ..:. - - ... -_--- -- -- _ .-_-- -- _ .. w. 4 - - - - --- -- - . . . ...- _. - _ _ -. . .. _ - - - -- - -- - - - - - -- Wb p44 wi fl .. .. ___- _- �. _ - - ,. .. . _ -. _ _ ._.._ - _. .. - - _ _ _ _ _ _ _ _ _ - -_ - _ - _ _ _ ,r n --- _ - - SEC T I4N S 8 --_ _ - _ _ _ - - . _ - _ - -- - _- - - - - - - _- _ i -- .__ _ - .-- _ . _ -- . ... __ _ _ .. - __ - .. _ . _ ... _ _ ._ - - - - - - - - - - _ - - - - - -- - --- - _ - - - -- - - - -- - -- . _ - - - - - - - - _. _ - - - _ . _ - - - - - - _ - - -- -- - -- --- - - - - -- - - - ._ ._ _ _ - - - - �'.; - - - v s - -- -- - --- - - - Vert i z, � c --- - - - -... - - - - - -- -- - - - - - - - - - - --- -- - -- - - - _ _ - - - - t - - - - - - - .-- -,.. _- -- .._ _. _ - . _. - - - - _ - - - ---- - --- -- - _ - -- --- -. --_ - - - --. _ _ - Ir - -.. - - - - _ _ _. , .,w __- - _ _ _ _..- .. _.._ .. -_ _ _ 11 I % - - - - - _ - - - - - - - - - - - - - - -- - - - - - -- - - - _ __ _. _ - _ - __ - - - -- - -__ ..- . _. _ --. ..-_ - _ - - -- - - - _ _. � 8 - ' pct �-�" EIerren ; _. _ - -- - - - - - - - - - _.- - -- - - ' % " `- -- _ - - - -- - - - - - - _- _. .. . ..-_.. . .. . ...._ - - _ _ .. - --- - - _- _-- _ _ .: _ _ - t W. ..., -.,- _ _._. _.. - - - m : •, -- ---. . - _ _ - - - - - - - - - - - - - _ - - _ ��a ----- 1 - _ - - -- ._ - - - - - - _ - - . - - _ s sty i , - - - - - - - - - _ - . .. ,ti 1. - - y - - - - - - - - -- -- _ - - -- --- ---- - - ---- --- -- ---- -- -, __ _. . _. _. - - - - - - - - -- - -- _. y - - - - --_ - - _ - - _ ._ - #i j # 4tit3 4n41 _. _ _ _ _ - -- --- -.-- ___ ..___ _.. _.. . .._ _ . . _ - -- - _ ._ ____ _ __ -. 1 .. .., - -. _ -. - .. .. _ t _- _- - - -._ - __ .-___ ___ ____ __- ___ ___ ._- .._ - -_ _ ._. _ _ _ - __ _ . _ _ _ __. _ _. _ __ ___ __._ ___ _____ ___ __ _- -_ _ _ ._ _ _ _ _ ._. _ _ _ -- _ _ - - _ - - - _ -___ _ ----_ _ -.__ __ __ _ __ _ __ _- _ __ .._ i - - - - - - - - - - - - - - - - _ _ - -- L - - - - _ - +Cutof f two�r alre -. _ �. - _ - - - - -- -- - -- - - - - - - -- - - - - - - - -- - -- -- - --- - - - -- _ _ _ _ A e -MM F � { 3pi L1 f +y --- .. __ - - - _. -_ - - -_. _ -_ ____ _- _. __- - ____ - .-"_. _-' '- - - - -. ._ ... -. - ...- - - - - __ - _ _.. __- . .-- ... i....- -_.- .....� _.- - - -- - - - -- - -- - _ _ rr• _ ht fire _ - - - - - - - -Elam,: -- C7 g 3I s - % - - bl - - - - - - -- j M- t _ nt - __ -. - - - - - - - -- _ _ - % .V 4 `� Tr30 Of _ _ _ __ _ - - - -- - - -- -- - - - _ - _ - - - - -- - -- g „ -s - - -- - - - - - -- -- - -- -- -- - ---- _-- --_- - - _ - - - - - -- - - - -- -- - - - - - -._ - y % r } - t�jr.� �.. tr�8 _ __ __.__ -_� _._ �__ _ ____ ____ __. ._.-- --_ ..._ _.. ---- -_.,- ---- ._ _ _ -- - - - _ _ - -- _ _ _ \ . f - - - - - - -� - �- - - _ _.� _ -- - - -_ - - - - - - -- - -- -- -- _ q Pi-AN - - _ - - - -- - ----- - --- --- --- - -- -- - _ - - - - ', . ___ ._�. __ ___ -_ .___ __ -__ _- - -. -- - _- _ . _: - - - - - _ _ _-.. - - - ._. _ __ - _ --_ - _ _ 4 � -A 11;6 -- -- -. - _..- ...._._. _ { .- ... -. - _.- _._. _ _ _. _ _- - - - -- - _ - - __ - - - - .. !. _ _.., _ - - - = - - - -- -- - _ r STATS {1F CALSFC;FuYA _mm - - - -- - --- - . . .. .. .... ...... _.. : .- .: .. -- - - - -- I'm _ - 9 -. _ _ _ _ . . _ ._ _. - - - - - - - -- - - - - - L€AAR7 €t1I F TRANSPORTATION - -- ----- �--- . - __ _. -- ---- -- _. -- .- ... .. - -- - --- _ -.. . . .. _. - ... _ .. . ._.. - - -- - -- - - --- -- - -,---. --------------..-- - - - -- -- --- _._ - - i - - - -- - - - - 1---- - -. ---- --- --- -_- _. ._ - .-- --._ .... .-_ --- .-.. __ _. ._ ..-_: .... _. .- .- ..-. C3� _ .. - - - - _. - - ._ .. .- � - - M - - - - - - - -- - - --- - - - - A-- -- -_ .___ --'- --. _. -M'-' - ._._ _ ...... - -'. .. ... _ ._. .. _.. ... .. __ _. .. ._ _- .. - - -- -. .. _ .... -- -- -- - --- - --- -- - - - - .-- -- - .. -.._ _., _ _ - - - - s E EI M- _ . _- - - k....._. _ _ -- -• - _-_ _I* -_._ - _ _ .. -... ,.._ - _.- .. -. _... _.... - -.. . __ ___ - .-_ ._ _- ._ - _ .. ._ _ _ ... .... ._ - _ ._ -. ._ _ __. .__ _._ __ _-- _- __ - --_ ___ _ _ _ 1. `.1, _C - -._ e '/'"w - - -__- _-� - - .,-. .-. ._ _ ___ _- .-_... .... ... .... .. - ...---._. ... .,. _..-. ._- .-. - - -- - .. _ -._ .. _ ... .... _ ._ .. _ _ _ - - --- - __-- __-__ --_ -._ ._._ ___ - _- _ - - _ - -- - - .. .. .. .. .. - _ - ... _ _ .. ... �. - _. _ 3- -.- - - -. _ _. _-...- _._. .r- -_. _.- -. -._. _-. _._. ._._ '_- _ _._ _.__- _., __ - ._. _ .-... - _ - .. . _ -.. - .- -- __ - __ - ---jr-m-- - -- - ... t i 3 �tS �r 1- s :�_ _ ... .. ..- _ t -. _-. -. _ -. _. - -_-- - _-- _ - �._ __-_ - -- __. --_._: _- ...-- - --... -- ...- - - - - _ --:_ -- -__ __ ____ -__ _ _ _ __ _ �r • F - - : - : . ... : .. 1 Kg t,4} Z'.S �p '� {/ - _ - h� E/ - --- -.-- . _ / 1 r.9 p - ftrr transverse Reinf - - - - - - Le eJ far r,vfr.Cer v s#ze bf 1 in avrwed win�lwcII, rw... -` -- - - - -- - - - - --. - -_ �. -_. -- - - - --- - c f tI I _ _ - - - - - - - - -_ _ LL- - -- - -- - _A �w -- - - r i - - - - - - --. - - - - - -- - - --_ - tev o k 9 SlcGe vories -- - - - - �_ - -- - --- ---- - - -- --- - - - ---- - -- ---- - -- -_ - - ---- - - --- --- - - 9 �+x'Uk p a ! ! ! $'1 BG -- - - - - -� �_ - __- --__ ._._ --_- -. -- --- _.... __--- C - - - -- --SZ _ _ - - - --- - - ---- -.. __ :. - - - - -- _ - - f f e tbf d re et tars see iOKrS@ Detcw _ _ '---- � ,�� 40 Extan and 'nrb ;o } 4 t� t -; � �•. r� M 4 tit@' I i 4L1 I ! 1 _ 4a _ - - __-- Y __ - -- -- -- - -- -_ -� _ - - _. _ _ - - - - _ ... - - - - - .. __ .. _ �- 3- 1'02 1110 64/' 25Yma1„4Ain -_- -- -- -- - -- - -- --- - -- _ _ _ _ . __ - - - - -- - _... . . ' _ - - - _ - - - - - - -- - - a m n �� - � E PLAN SCALE roe of sl.a •A I Spacers s IOD mm ti rs ry 12 � f _r 10 1 1 1"_6' ALTERNATIVE WARPED WINGWALL 13 x 1.5 m 4_.els a 300 rrm {enters -' ' _ ; r- � " 3 ') 4s� Ain £XMr.. CONC. UN£D CONST. 5.70 LF DOUBLE \ l�•a whore dddit:ondr -�-------4 i Fc,-- 87Ik5'H RCB PER emoari meat ;, required, sl I 600 mm For Mux tt'" >; _- m 1RAP£ZO/QAL D/TCH � protection to t� of x4I 3 45� mm-' 406 mm Ftr Max "H'• < 3 rt GU , r �------4 6- - - DETAIL ON SH): 6 CURD 8c i \ SECTION T t�iN C C COAtST. 5.27 Lf HEADWALL SE� \ \ __ _-__� �� _ -.___- _ -._-_-...--_..__ ___. �. __---T--._-_.-__.-.-. _ -. PROPO \ \ �p f1AAM MNGWALLS PER DETAIL HEREON \ \ i �E WALL MANSIONS AND REINFORCING STIFFENING 8EA11 4IUENSMS A_N_D R_EIh'F69£ NG_ I i \ U�K EIeir<ent 2.4 m { 3.T 4.3 <.9 S.5 b,t T.b 3.1 to.� Vi 2.2 m Ai" 3.0 m 3.1 m 4.3 m 4,3 in S. 6.1 m j 1 \ \ IIp,IN supe or less _-jjj_ _ �_ m m m m m All m m or more i 1 .. , C Front foce Reinf 41313363 013.3175 4153175 446'1125 r143i50+r22 475 s223A. t.b m 040 Ccs.fllocd 2-sig ;n enc:h \ \ \ SCALE 1 =6 4'' Reor face Reinf 0134,100 ,t133T00;A'X300#43?'J4RA3x300�#AJ#306�s133}r0 1.4 m fxa olon.3 t,sp V A -1 _ _ -r=..�-_0_1" Of A. . 300 w _ 1 Front fete Reinf 1133300 $13, Gs13�33Pt1i1iy)340•si33250tA:3;04'#131450 S.6 m 0atl _ 1 i �\ \\ 4:g Reo (+3ce ReiAf #131300 #1!3300,013')Mltt3,vsoik133t;sI 1191'0111($00 3 7 m 8 ° ?25 A , 4511 Front foci Roint 4@'13000 *13)3{K 013L30Q»tY?:t1p#439363 s13,31MV1."•3300 4.3 rn Toter 6-219 - r A'.= `60 SED SIOEw \, \ EXISTING DOUBLE 8'Wx5'H RCB \ A6.0 229 4A5 - R"e f444 Wflif #1WOO •13126L 1-W25 14:4,50 IAI?SfwsIr'0j*2i15Q :.9 m "a JGO $" 300 1. 666 PROPO �G \ \ (2440mm x 1520 mm) \ SED .` °.;of Cutoff ifa1;(Mm) 156 15si 154 19a 100 240 28a S,s 4n uteri 6 R2 0101 5.112 i3"= 450 J 'T %Vl \ \\ . PR�,�QWSED \ I A t? ct yt ci,ivcrt (m:n�_ .. 45A_ _.-!-5 1501,1210-1- -246 286 140 5.c m Total 8-*20 JJ9 O A?O? r ,�N. \ \ \ Q \ �9111, 1S�`II��" w �l + NOTES vary s des&;ned far 600 ram sr rcmrge: r firth 4.�sity : A943E3 k;rml: r taivatent tavEd pressure S.Efs 1t1'n:nr, J�y ,��, \ \ \ �j' a ,��� y "t1°'uf wyrpef Walt antforrtty from tt+ot of cutaff wa11 to tivot at evtvert, for snax:murn "N" y 3.7m. y ' 13 l0 'i 'y� ! \ !O Ur!0 i rSY Nhere ot,rosion is antic=y>3ta"1 incre45a apron t+tickness to Its mo :ninim;rm to Vov'dO# 50 mm minimum re:nforceor,nr tovero•3e. ��� JO � �` ! \ \ \ . '1Q�_ JOS �'�f r1 Oir,ensiona ,•6.••, "'ft•", » , • Ad , 'W" E1:varS<ur c7 . Aflgs• of flora", ane ancf "14t+pe" (os JpPiy) bra styc.n on tra p4cina. -� STATE OF CALIFORNIA I �r ,� 1k 141 '2 ,�( • ro I � 0 � O2,7;-y DEPARTMENT OF TRANSPORTTATION ,,�o ' Z 5• -- Q•g� � �0 G I \,---bQi EXIST. RCB T \ � o 0.5' � 1%, '� i BASUN£ OF ""A \ o y,� o� �y0 � BOX CULVERT ,a gS• -o i � CONS7RUC770N) \ (S ti � '? 9 5 . �� 1, ��27' 5.70' �' i t 122.60' `�' -----� \ `^ 22.56' - . a cow WARPED WI N GWALLS \a � I � N 18'39'33" E 150.86' 01 c 14 EXIST. £ADWALL 6 5.27' �yCp 9+89.013 8£G �. �, I i i � . 9 � H WALL � 6 �� �. - w �I I I \\ ,,�°h6 � 5 $ 4.96 I I 1 � * \ -4 o J� I . (y� 0 -6 I I I EX/ST. GUARORA/L 11** 11 IX/ST. GUARD t \ j���,°0 1 G 3 .' "Z� I lk \ -- -r- o --___ o COJ�J I \ h Q L:]�- / 1 2C � ( EXIST, 14' \�`L yyc" ! J" 1 2 \ �7 --- DRAIN TO IN �. 11 row% I FI • \ \ti .V.• 1 \ � \ \\ * lI � \\ t` IST. 24-RCP 11 CONSTRUCT CHAIN INK ENCS / \ \ , DTN OF RANCHO SEE SHEET 11 FOR Li I / /`� CITY l PLAN TO EXTEND EXISTING DOUBLE \ \v\ . . . . /� /-l// ' . 8'W�5'H RCB W/HEAD WALL STREET IMPROVEMENT PLANS FOR CONSTRUCTION NOTES \ / , Q -VESS,O \ / SCALE : 1 = ba' � � ��o ��,� C, �� FOO SHILL BOULEVARD STREET IMPROVEMENTS: \ \ v0 ti� ,��� �, ti� 10 CONSTRUCT CHAIN LINK FENCE \ / � A %N 4n No. 20596 � m COMMUNITY FACILITIES 11 REMOVE EXIST. METAL GUARD RAIL / *• _ -1 3 d Exp. 9-30-05 � DISTRICT 2003-1B 14 REMOVE EXIST. HEADWALL/PARAPET WALL i' . . . EXIST. CHA/N LINK FENCE *SEE SHEET 2 FOR LIMITS ® * '>- Vl v�L E�\P31r APPROVED B Y " - DATE:� v I rat z y�(2 ,� RCE N 0 DRAINAGE IMPROVEMENTS: . . - .. //i \�� **SEE SHEET 3 FOR LIMITS CITY ENGINEER 24953 (n �� /. \� / CITY OF RANCHO CUCAMONGA DESIGN :OKiCH °`:� 51000350 AAY0. RECO MENDED ��J-" CONSTRUCT DOUBLE 8(2,440 MM)Wx5 (1520 MM) H RCB PER CALTRANS STD. D81 AND DETAIL ON SHj. / BENCHMARK N0. 10051, ELEV.: 1300.686 R•C• ® kvk%CA92614 Q ®5- CONSTRUCT BOX CULVERT WINGWALL PER CALTRANS STANDARD D 86-A AND DETAIL HEREON '� / SET 2" BRASS DISK IN CONC. CURB Yoi�949.251-8821 Ix / STAMPED 'CITY OF RANCHO CUCAMONGA BM DRAWN s c x U i r z FAIL 949-251-0516 S H E T 96 REMOVE INTERFERING PORTION OF TRAPEZOIDAL CHANNEL EXTEND REM 12' MIN. DRILLED INTO 10051 1987" AT THE NORTHWEST CORNER OF D.L V l A N IRs 8 N O I N N fI R S 3 U R V 8 Y O R 3 4 10 EXISTING BOTTOM dt SIDEWALLS OF CHANNEL FILL JOINTS WITH APPROVED JOINT HILLER. 1 REVISED TO NEW CAETRANS STANDARD BASE LINE ROAD AND SWANSON PLACE 0.25 OF MILES WEST OF ETIWANDA AVENUE, AT CHECKED 20596 DRAWING N0. ®--- CONSTRUCT CONCRETE PIPE CONNECTION TO WINGWALL PER DETAIL ON SHEET 1 CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH ��� CE NO DESCRIPTION OF REVISION DATE APPROVED: OF CURB RETURN. S.C.M. DATE 'L'�� FILE NO 2008 V I:\46608\IMPLANS\CALTRANS\SIP04.dwg 2/14/05 PROJECT SHEET N0. OF GENERAL NOTES - CITY OF RANCHO CXJCAMONGA STREET, STORM DRAINS, STRIPINGSIGNALIZATION IMPROVEMENT PLANS1. ALL WORK SHALL BE DOE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO & CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS "FANO" CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO VrroW THESE STANDARDS AND SPECIFICATIONS. c LAW 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY L R#TS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE f SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 3. ANYCONTRACTOR PERFORMWORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH COMMUNITY FACILITIES DISTRICT 2003� 1B THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES � IM FOOTHILL BOULEVARD RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FA,c ARE SHOWN THESE PLANKS. IN THE CITY OF RANCHO CUCAMONGA NWW SOU „ a 4. A PERMIT SKg1 BE OBTAINED FROM THE CRY OF RANCHO CUCAMONGA PUBLIC WORKS, Varies ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY 1ver,es r „ CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 04 bars >< t 1 evsnl spacad � � \ around concrete pipe a 12 e) 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SWILL BE SET AT ALL HINGE POINTS, IEDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB- �� 1'radius (typ.) PRO.lECT d� GRADE ELEVATION NO AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES � SITE MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. Concret ; s sNe s o SI G s own on p an Shape to atatch I.D. of pipe - Foonnr� eou�vNeo 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR •4 bar hoop is , CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 12'Ew;nimttn, oil ' '' 'VICTORIA GARDENS Ml�Ll� � � 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING around pipe a MAP ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE PARCEL MAP NO. 1571 SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE ` 12 s MATERIALS AID/OR SURFACING. 04 bar hoops s tort 4rberrsI C Mtotol 2) O 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL Typical channel well reinforcing - - : ' ' 9 Typical tropeioidvl � � � ' �'�' � �`�' CONSTRUCTION NOTES CONTENT AND GRADATION OF ASPHALT PAVING. SECTION ate o nnef 9. PRIM TO NBE STALLATION OF ANY PAVING, A MATERIALS REPORT SWILL SUBMITTED Tn THE STREET IMPROVEMENTS:16 / � I 1 CRY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, - CONSTRUCT 9' Ac OVER COMPACTED suBmADE (UPPER 1 Y OF SUB (MADE SEW ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE A _ _. _ _ 27 / - ./ l �__ :- (D SHALL HAVE A MINIMUM OF 95% RELATIVE COMPACTION) 10PAVING SHALL BE P - -- - _ -V--- --- 0 CONSTRUCT r P.C.C. CURB WITH 24' GUTTER PER CALTRANS STD. N8-A, . ERFt)RfrED M ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN - - FO0THI L�.BL PD. (ROUTE TO DETERMINE STRUCTURAL SECTIONS Jc VERIFIED PRIOR PAVING. _- TYPE A2-8 . __._ f66)_ � � CANSTRCT UCONCRETE SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PL 103. 11BE PL . WHEN WRONEMENTS ARE TO ACED ON NATIVE SOL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ;' I SAWCUT EtISTI1G AC PAVEMENT . ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALTY BETTER THAN THE NATIVE MATERIAL. I '" 90• RANCHO CUCAAI bNGA /C Trapezoidal channel RANCHO CUCAMONGA © EXIST. TRAFm am, mus, Lon, SIGN AND onn RELATED TRAFFIC mm� � � ' � 12. F THE ASPHALT CONCRETE IN TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED - + `` I DISTURBED DUE TO WIDENING OF STREET, SEE SHEET 10 FOR NOTES. t tin n t % i , i // ® REMOVE EXIST. TRAFFIC S�1 l7f' THE EPA FOR USE UNDER A.C. AND P.C.C. SWILL BE UNIFORMLY APPLIED AT THE MANUFACTURERS RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 27 9 O REMOVE EXIST. 36' RISER 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF FOUND SPIKE AND WASHER STAMPED 'RCE 14379', FLUSH, PER C.S.F.B. 10 CONSTRUCT CHAIN LINK FENCE THE DEVELOPER, THIS CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF 88 FOOTHILL BOULEVARD 317+90. 004015-001380 (FITS TIES); AND PER P.M. N0. 15641, P.M.B. 192/93-100. E CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY REM OF WORK REQUIRED BY LL IL 6__ ACCEPTED AS S 1/4 CORNER OF SECTION 5, T1 S. R6W. INT. 1O REMOVE EXIST. METAL GUARD RAIL THESE STA. 316+93.43 / PM 9. = 304+15. . N(TERSTATE 15 79 36 ( INT1 REMOVE EXIST. OM LINK FENCE WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUAN11TtES SHALL BE � 1110TE� Diameter of concrete pipe, STA. 317+90.88 / PM 9.81 4 REMOVE . CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. PLAN OF CALTRANS R09 OF WAY MAP NO. 401594, JULY 30, 1970, ane ie "A" one dimension PLAN N0. 390535, AUGUST 26, 1996 OF CALIRANS W f OF WAY MMP NO. 401594, JULY 30, 1970, © EXIST HEADWALL/PARAPET WILL 14. CONSTRUCTED AT EACH MTERSEC110NSTREET S06 PER CITY OF RANCHO � STANDARD NUMBER 401 SHALL BE B plans, be as shown on AND CONSTRUCTION PLAN NO. 390535, AUGUST 26, 1996 1© CONSTRUCT WHEELCHAIR RAMP DETAIL NO. 1 PER CALIRANS the pions. CONCRETE PIPE SAN BERNARDINO COUNTY STD. N11-8 CASE D 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RE70NSIBM FOR 1 CONSTRUCT t PCC CURB ONLY PER CAALTRANS STD. NS-A TYPE Al-8 THE CORRECTION of ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON CONNECTION DETAIL FLOOD CONTROL DISTRICT REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY pv NY w*E ® FEATHER TO JOIN EXISTING TIC PAVEMENT SMOOTH ENGINEER FOR APPROVAL ABM OR CONCRETE R.L.H. 5-9-69 ® COLD PLANE EXIST IC PAI MEANT TO LMS SHOWN ON PIAN 16. WORK SITE AID EXTDOOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY LINED TRAPEZOIDAL CHANNE_ MO- (0.10' MM. THICKNESS, 3' MIN. WIDTH) DETAIL HEREON STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE NO SCALE S.P. 200A INSPECTOR. ® REMOVE EXIST. MEDIAN CURB 17. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE NTWDM- PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED DRAINAGE ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL LIN- 10. THE STRUCTURAL SECTION SHOWN WITHIN THE STATE RIGHT OF WAY IS FOR ESTIMATING PURPOSES ONLY. ACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATHS- WEX MAP ® � DOUBLE 8'W X 5' H RM PER CALTRANS STD. D 81 TWD DETAIL ON SHT. 2 THE ACTUAL SECTION WILL BE DESIGNED BY A SOIL ENGINEER AFTER NATIVE SOIL TESTING HAS BEEN FACTION OF THE CITY ENGINEER. COMIPLETED. A TRAFFIC INDEX (TI) OF 11.0 SHALL BE USED IN THE DESIGN OF THE TRAVELED WAYS, ® CONSTRUCT BOX CULVERT WIVW4L PER CALTRIWS STD. D 85-A AIND DETAIL ON SHT. 4. AND UTLNY CONTACT CALCULATIO7SHHALLBBE TO THE STBE USED FOR THE S DESIGN. TTLFOR ABORAT APPROVAL REPORTS AND T�RUCTION SCALE : 1"=200' ® REMOVE INTERFERING PORIM OF TRAPEZOIDAL CIRANNEL. EXTEND REM 12' MIN. DRILLED INTO OF THE STRUCTURAL SECTION. EXISTING BOTTOM A SDEWALLS OF CHIANNEL. FILL JOINTS WITH APPROVED JOINT FILLER. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. ® CONSTRUCT CONCRETE PIPE CONNECTION TO WINGWALL PER DETAIL HEREON. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ANY STATE DRAINAGE FACILITY WHICH IS MR. BOB STALIINGS CONNECTED TO OR DIRECTLY AFFECTED BY THE CONTRACTORS OPERATION SMALL BE CLEAN AND OPERATIONAL FOR BASE LINE TOAD CONSTRUCTION PRIOR TO FINAL ACCEPTANCE OF THE PERMIT WORK BY THE STATE ADEQUATE CLEAN-OUTS AND ACCESS OPENINGS SHALL BE PROVIDED IN ANY CONSTRUCTION WITHIN THE STATE RIGHT OF WAY FOR FUTURE GENERAL TELEPHONE 1-800-483-3000 MAINTENANCE AND REPAIR WORK AS NEEDED. THIS WORT( SHALL BE FURNISHED AT NO COST TO THE STATE. L E G E N D SOUTHERN CALIFORNUI GAS CX)MPANY 1-800-427;17C7 RES. 12. WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED OR SHALL BE REFERENCED � 216 N. EUCLID AVENUE 1-800-427-2000 COMM. S ONTARIO, CA 91762 AND RESET PL9,DANT TO BUSINESS AND PROFESSIONS CODE, SECTIONS 8700 AND 8805 (LAND SURVEYOR'S ACT). o: 10' MIN. COLD PLAN 9 DENOTES STREET PLAN SHEEP MIMBER CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 13. THE PAVEMENT MUST BE SAW-CUT f MINIMUM FROM THE EDGE OF PAY-1W. THE SAW-CUTS MUST BE 9641 SAN BERNARDINO ROAD PERPENDICULAR OR PARALLEL TO THE STATE HIGHWAY CENTERLINE. �� 0.10' MIN. OVERLAY RANCHO CUCAMONGA, CA 91730 10 DENOTES SION DRAM FLM SHEET KAM POI(TAN WATER DISTRICT 909 593-7474 14. ALL SIGNING, STRIPING AND PAVEMENT MARKNGS SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION ___ MEIRO - - MEI ( ) OF THE TRAFFIC MANUAL, PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, AND 7 VERVE,N. MOAN AVENUE EXIST. A.C.E 91750 THE SPECIAL PROVISIONS. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED ON ------ ---- � DENOTES PROPOSED STREET LIG}fT'S 11E PPLANS. _ AS SHOWN ON PIAN COMCAST 909) 983-9895DENOTES WSW STREET WITS 1205 DUPONT STREET (PORTION OF RED HILL) 15. THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FILED BY THE STATE'S REPRESENTATIVE COLD PLANE EXIST. A.C. ONTARIO, CA 91762 FOR 0.10' MIN. OVERLAY MARKS CABLEVISION 9(19 987-6275 16' ALL PAVEMENT BY STRIPING PAVEMENT MARKINGS BY THE ONOT SHOWN ON THE PLANS SliAll � REMOVED FROM R. TYPICAL FEATHER DETAIL � DENORES STREET NAME SMI�1 10808 FOOTHILL BLVD. #120 �909� 880-0222 N.T.S. n RANCHO CUCAMONGAA, G 91730 -� DENIM TRAFFIC WN17. ALL CONFLICTING SIGNS SK41 BE EITHER REMOVED OR RELOCATED BY THE CONTRACTOR. RELOCATABLE SIGNS GENERAL NOTES - CALTRANS DISTRICT 8 18. ALL SIGNS, ROADSIDE MARKERS, ELFCTROL.IERS, ETC., SWV_L BE PROTECTED AND/OR REPLACED IN-KIND ACCORDING 4 DENOTES STRIPING PLAN SHEET NUMBER 1. AN ENCROACHMENT PERMIT IS REQUIRED BEFORE ANY WORK MAY BEGIN IN OR NEAR TO THE CURRENT STATE STANDARD PLANS AND THE CURRENT TRAFFIC MANUAL., AT NO COST TO THE STATE. THE STATE RIGHT - OF - WAY. 16 DENOTES EXISTING SURVEY MMUMEM$ 2. ALL WORK WTTHIN THE STATE RIGHT OF WAY SHALL CONFORM TO THE LATEST STATE EXISTING SURVEY MONUMENTATION STANDARD PIANS A SPECIFICATIONS OR AS DIRECTED BY THE STATE'S REPRESENTATIVE I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED BY (STANDARDS OTHER THAN STATE MUST LE PRE APPROVED AND JUSTIFIED). THIS PROJECT. ALL SAID MONUMENT'S WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PIANS AND ARE 3. NO EQUIPMENT AND MATERIALS MAY BE STORED ON THE STATE RIGHT OF WAY. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR DESCRIBED AS FOLLOWS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES FCITY OF RANCHO CUCAMONGA 4. ALL DISTURBED AREAS IN THE STATE RIGHT OF WAY MAST BE TREATED FOR EROSION CONTROL 16 FOUND Z' I.P. TAGGED "LS 3419", DOWN 1.0'. PER P.M. N0. 15641, P.M.B. 192/93-100 AND P.M. N0. SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE (HYDROSEEDING OR EQUIVALENT OR AS DIRECTED BY THE STATE'S REPRESENTATIVE). 7966 P.M.B. 86/1-3. ACCEPTED AS SE CORNER OF P.M. N0. 15641. c�OF ESS ' BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON Q STREET, STORM DRAINS, STRIPING & THE RESPONSIBILITY FOR MAINTAINING EROSION CONTROL WILL NOT BE RELEASED UNTIL THE THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODSC. SEEDING IS WELL ESTABLISHED. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON 27 SEE ABOVE �� � 46 �s SIGNAUZATION IMPROVEMENT CGALTRANS CLEANING ANY DRAINAGE STRUCTURE/CHANNELS WHWCH HAVE BECOME CLUTTERED W rH THESE PLANS. N �� FOOTHILL BOULEVARD DEBRIS AND/OR SILT AS A RESULT OF, OR CAUSED BY, THE CONSTRUCTION PROJECT. No. 2059fi '" m ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED g_30_05 rn TITLE SHEET � 5. ACCESS CONTROL ON THE FREEWAY WILL RE MAINTAINED AT ALL TIMES, I E, TINE WORK INSIDE TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THATT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS *'� CIVIL \!* I I I L THE STATE RIGHT OF WAY MUST BE FENCED OFF WITH NO ACCESS TO THE WORK AREA FROM AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH DATE THE FREEWAY. REGULATIONS' OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION STANLEY C. MORV NO. 20596 1l cAL�F COMMUNITY FACILITES DISTRICT 20037� 6. NO FREEWAY RAMPS OR FREEWAY LANES MAY LE CLOSED OR OBSTRUCTED AT ANYTIME UNLESS SPECIFICALLY ALLOWED THE ENCROACHMENT PERMIT AND/OR AS DIRECTED BY THE STATEM 'S THE CL ENGINEER SHALL NOT BIBLIN E RESPONSE ANY WAY FOR THE CONTRACTOR'S APPROVED BY DATE: REPRESENTATIVE. 07 SUBCONTONS OFTOR'THE U.S.OMPLI NARCE TME IT OF NDUSTRIAL THE OCCUPATION AL ADEPSAFETCOANDONS HEALTH ION CITY ENGINEER RCE No 249 3REGUL (n 7. ALL FENCE RELOCATED TO FACILITATE THE CONSTRUCTION OF THIS PROJECT INSIDE THE CITY OF RANCHO CUCAMONGA DESIGN REC M AIDED STATE RIGHT OF WAY SHALL BE REPLACED WITH CL-6 FENCE AS SHOWN IN THE STATE'S STANDARD CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE BENCHMARK NO. 10051, ELEV.: 1300.686 . R.C. � Donee" A C,�..�►,A,. PLANS OR WITH A BLOCK WALL IN ACCORDANCE WITH ACCEPTABLE LOCAL AGENCY STANDARDS. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF SET 2" BRASS DISK IN CONC. CURB � .w, -na , m a: THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS w .. DRAWN Se,IvILr: RMI: oo2s,es b S ET REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING STAMPED CITU' OF RANCHO CUCAMONGA BM 8. WHERE TYPE GL-6 FENCE DOES NOT EXIST, THE STATE RIGHT OF WAY FENCE MUST BE UPGRADE HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER 10051 1987" AT THE NORTHWEST CORNER OF D.L r i N E R S E N G I N E E R�' f Y R V E•O R$ ` TO TYPE CL-6 FENCE, AS SHOWN IN THE STANDARD PLANS. AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN BASE LINE ROAD AND SWANSON PLACE 0.25 -- - OF j 9. ALL STATE DRAINAGE STRUCTURES MUST BE (COMPLETELY CLEANED OF DEBRIS AND/OR SILT BY THE CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE MILES WEST OF ETIWANDA AVENUE, AT CHECKED RCE NO 20596 DRAWING NO. Q CONTRACTOR PRIOR TO MAKING THE CONNECTION NEGLIGENCE OF THE OWNER OR ENGINEER. DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH - APPROVED: OF CURB RETURN. S,C.M. DATE -D'� FILE NO IrDC I:\46608\IMPLANS\CALTRANS\SIP01.dwg 8/09/04 PROJECT SHEET NO. OF a -_ . - .- . _. _ _ -. _ _ --.- _ ___. _ _.-_ _ _ _ .-. s + poem 4 S 6 HEIGHT _ - _; - ttE G 7 8 _ - --- - _ - _- _ . - - - - - - - - - .- - _ -- - , - . ' d,�bars for Borth covers d ?'flrid 1•ss - _ - _ - .. _. : 1111 _ . __. _ _. - _ - _ • • {O 10 !O 10 20 t0 10 - _ /' AAo.+newwt Earth Go+rw 10 tC - . : :- - - - -- -. - _. _. _. . . _ ._ _ -. . . . - _ - - _ _. _ tl 4 r ew. r�� 14 R 11 I 1{ _ ._ _ _ ... ._ .__ __.. -- ._ -^- `__ ._ 1-11.1 _.-_ _' - -'-_ ---. _._ .._ .. :- - -- - --- -- - -- - - - - - - - -- -- ---- -- --- _ -- - _ - _ - - -- V Root TI s e i e a II o • ! II _ _ _ _ - __ _ `e Ezterier M�oite TZ 6 642 i 7 9 i b iV II _. . __. _ _ - _.-- -. -- ____ ..._ : .- _ _ _ _ _ _ _ _ - _ . _ _ _ - - / 4 I 1 her t ___ _ _ _.. .. ._ _ _ __ ._ _. _ -- _._ - - .. - -..... - _ _.__. --. __._ _._ _ __ _ _ _. -_ -- 1 _ - _ --_ . - � . - - - - - V I T t 11/t • 11 i 11 • 11 I! - PCs - - - _ _ .. - . __- _ _ _ _ - _ _ _ _ _ m 9 10 ! 10 9 10 9 i0 9 1 _ _ . ._._ .- _ Q _ _:_ _..- - - - (`►. _ _ 3 4 _. _ _ _ _ _ -- .-- _..- = _ -__ -- -- - - . �ws so t �"' : • r... size e.► N 7 r 7 7 7 r :. - -._ _ • r. .. - _ _ _ - - . . _ . .. __ _ __ __. _ . __ _ __._ _ _._- --._ ..._ _ _ ._.. . .:. __ __ . _ _ _ _ _ f .-.Mw! 1 site N 9 a a 5 S i s i _ _ - - 4 _ _ __ __ __ _ _ _ _ __ _ __ -14 _ - : _ _ _ _.. + _- _____ - _ _ _ -- -- - _ - _ _ _ -- - o>, - - __ _ : _- __ _ .__ _. - - . . __ _ .__ __ _ _ _ _ _ _ �_ O _- p She sur #t • 7 ^ - - - - - - - - ROOF SEGTtOl11 _ _ - _I. _. .-. _ . _. _ _ __. ._.. 1111.. _ _- _ ._ _ - - , • a C • Cf/Lf 's. 40.1 3`2 42.4 33.4 4SS 3fi4 489 9.0152E ---. _ w _ ot►c tNe 29 2 3 _ . ._.- _._ _ . .. _ _ __ _ _ .. __ _ _ _ _- _ . - - _ - _ --- _ __ _ __ .- _ - -- -- _ _ _ -- . �, SPARS � THRu e - r I ' _ . _. - 237 302 266 34G 09 350 312 360 326 + - =- - - - �1 »n RI _. _. j - _ _.. - .- -- - _-.. _ w - _ - - - - - - INVERT SIMILAR - 1 R.._.M►s - _ w _ -4._ _ -_ _ - _ _. i I 1_111 ._.--. __.. .. _ - __ .. _ - - . _. -.. _ -. _. .. _ RNnforc Ire lF 3J14 f�tnlwf r N II _ _ __ _ . it.1e9fiaeo1l A7i ^ , _ w _ -.. ._.. - __ .-.. ._. .. _ -. 0 11 1 - _. -- _ - - - __ - --" - --- - - i = - - - - GENERAL NOTES __ _ -. : _ _ _ _ _-__ .._:_ ___. .._ __ _ _ - __: :--. - _ : __ - _ - Mn�w a.zas __ _ _'- _ _ - - - - .- _. __._ _ - - -- __ - - - -- -- -- - - - - - _ _ _ ___ _-_- _ _ -__ __ -_.. - _ _.__ -_ . _.._ .-- _- __ _ _ - _ _ a' -- I►4fa s f;r am of 1 those in I F with r height hs _ - ,_ .. _._ -__ ,___-.;_-_ _,- _.4 ___;__1__,-11. 1 -._- - - - ­­ .._ _ � r4 S _. -.__ -. __ .r« t' t4tte used net neater size box concrete dimensimts andeinfnrce- _. - _ _ _I:- ._ . _._ _._ ._,- _ . --: _.. _._ _ _ _ _ _. - _ _ _ _ j - - - - �� 9 _ _ __._ _ __. _._ __-- .. -.._ :1.11 1_._. _.._ _. ___ _-. ._11-1 • . _- _ -. _: _. _..__. ___ ___ _ _.-_. ..__ _ _ so M r I t Ran `- C � ewIIIM. 1. V 9 � -. _ _ _ _ _ _ _ _.: :_ e® For boxes with necessary n of Reif Of coVeTM�tloter hnrl those stlnrm _ -. . _. _ __ _.-.- -._ _.__ - _._. -..- ...-- _ -_ _ -� 0 _ _ _ * _ _ __ .- _ _ ._._ _-._. -- _ _- _ _._ - _ 1-I TV- a 10 IE _ _. -..- __ __ _ _ .. _ . __ _ .. _ _ _ les, Resign ' required ... _. _ -- _ . .: __ .-. . :... 11 1 1 _ ._ .. ._ _... --- ---- ---- - - - _ - -- - -- - .. .. _. . -. _._ .. _ ... - -- - - - -- - - - _ _ __ - .. _ - -. _ - -_- 1l It R1�R. _ . _ .. . - __ _ _ - _ . .. - - ___. ___. __ -. a_. __. -_._ . __ _-- -_- _... _ _ _- _ _-- -- _ _ _ _ _ _ - _ __ O.C. _ - _ _ -_. -_ M Ouarttities a approximate and for de es only. Attar no+tw c.n.r Jf _ ... - _ _. .. _-. _. .- - -_ - _ __ _ ._ __ _ __ _ -__ _. - _ . .. __.. _ _. _ .. . _ - _ _ - . - _ - _ ;„n - __. . - - -'- - - - - - - - - - - - -- - - 4 _ . _ _ -_ _ _ -_ _._ _ _. ___ _- _ _ _ - _ _ _ - _ _. _ ._ _ _. -._ _ _.. _.. ____ _ _ _ _ __. _ _ -- -.. _. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _-- -- _ -- _ _ _ -- -_- �„ 3 miss m 1 e the ISO' hooks on every other a bar - - , -_. _ _ . st. Jt. « �Il�lerbn I ® MIS per ibfe to eti -net err 1111. _ ._ _. ^ .:. .-. _ _.. _ ... _. - _ _. .:.._.-. 1111.._. _ ._- _._-__- __ ..-..:. >... :. :.-.:_ ..__. .__.- _ 11_1_1 __ �._. _._. _.. - ..... _.__ ..-._.. __... - _.. _ _ - ._ _ 1111_ .__ ___ _.- _ .. _ - _. _ __ _ ... __ M f rr ww __. 1111-. .:. -_. _ .-_ ___. _.__ ___ .-.- -_ ._._ 1111._ . .._- ..., _ _ .. __..- _.__ .__. ____. _. _ -. _ .- _ __ _ .. ._. .. _- ._. .__ .� ._. _ ._- - _ _ _. _ �• r"'s _ w - ., _ - _ • Mf/ J IlOrs hOfS ar• at batt spacing. - -. _ - - _ - _ - - -- - a_ __:�_ - - - - - - - - - - - - - - - - - - -- - r Const it.- ___ __ _ _ .--__ _ _. _-__ ___ - _ -._ _._ it �i 1 4 t•� - _ _ _.. . , _ + _. _ _.._- _ .- -. _ __ _ .-_ _ . _ _ ._. _ __ ® PfOV1da pOYtti4 nOtCtt when lop 1S exposed atld Moen risen? IS _. . 1 CS - _ ,O �•1•C4 _ _ - - - - - - - - - - - - -- .. _ _ _ - - - _ _ _ _ _ _. H _� _ _ .. .+ - . _ __ . ._ -_ ___ _- ._-" _-- -_ _-._ _ _ ..__ .___. _ _ __ ___ .._- _- _-- a ..�'-: PGC, ottd adjust quantities. .. � w - .� w .. , -: .. .. - � __ .._.- ._. .--_ ._ .-.-... 111_1 _. 1111._11_1.1- ... .. ... __ .._ _ - _. .. - _. ._ __ __ _ .. - _ _. _. ._ _. _ .. . : :.-.. ti A - - :_ A w ; _: _.._ _.:: _. : -._ -_.. _-.- ___ --.-" ___._ -_... ._ _ ._.--_ .-_. .: -:_..--._- :1111:: . _ __ __ _. - __ _ ..._ _ __ _ _._ _.._ _..- ... -. _ _ _ ►- „ , I 11 -__ w _. © .� __. __ _ - - - - - - _ .- - - - 0 not n r _ _ _ __ - - _ -- __ _ _ _ _ __ - _ . _ _-: : -� :-_ . - - - e Stagy drf d Plan 3' x _ _. ^ ,,,. � _ _ _.._ _ .. .. ._ __ _ _.. _ _. _ _. _ -.:: _ _ -- ® For design f)tId overt,se U8 , Bo -. .. _ __ C Miscellaneous Deco _ .. ._ .. _ . -_ _ -_ -__ - _ _ _ __. _ ._. _ t ! 1 -< __._ - _._ - _ _._ _ __- __ __ _ ___ _ _ M►s f 1. Ton rliVct ECE1 atle0uf IS. _. _ . . _ . . #1.1 �.� -_ - - .- - � -. - _ - --- - - - -- • __ _ - .�-_ w w 4 - -- .,' - - -- - - ,,f _._ _ - -- _ _ __ _ _ . - - _ _ - - _ _ I , I ' y.....- `.. _:.{-__. _1__1 1 1__ i_-" ._ _ _-" -.- - - - -. 1 .-- _. - - - - SECT _- -_.- __._ __. -__ -.-...__ _- -_-_ -- -__ -__-_ _ _ - -1-__. . __ . ...- __ _t. - -_ - _ .. - EXTERIOR WAIL _::. - _:. T -- �_ 1111. :._ _- _ __. _. - - _ _- - _' SPANS 4 H U ----:_ t S- 11 11_ _ _ 11 11 _ _.. __.._ .__- -__. -_ _.._ .... .__:. .. _- _ _ __ _ ___ _ _ __ _ _ _ _ _ _ _ _ __ _ _ _ _ _ __ __ _ _ _ _ ... ... .1 - --_. _- .-1111 -. 1111 _..-. .._ -..-. _1111.. _ - --.. . ... .... ..... 1111... .._-.. _ -.- - _ --... . __ .- _ ..-. -_ - - -..- _. - _ _ _ TYptcAt. SECTION sSPANS _ _ - - .- _ _ _ -_._ . _ , - - - - - . - - - _ E Rt:� . . - _ - - - - - _ - - - _ _ I . + { - _: _ - __ . - - - . - _ _. __ _ _ _ to _ _ _ _ _ _ -. -- _ _- _.- _ ___. _ _ Mrw w►es Io�r, - 1111 __. -.. '. :.:.:: _:' - - - _. _. _... _: _._ -: ._. _ :._. ._._ __ ._ __. __. __ . ._ _. ._- -. _. _.. _.._ _. _. _ . . -. ._. __ _ .._ - _ __ _- -__ ._ ._ _ _ _ ._. _ _ -. __. ._ 111__1. . . __.. -._.__ .-._. -__ _.__. _. .. __..__ :.__. :.__ _._ ____ :::.: - ._ :._ _ _. .__. -. __. _- 11_11. ___.. - _ -. .__. .:- ;__ _� -: .-._ . _.. - - - _ _ .. -. _ - -.. -- _. - - ._ _- _... _ _ .- - - - - __.. - -.. '-_ _ - _ . _ _ _ ... .. -.. - - - . 1111. -. .._:. .. _ .__.. _. _- _,. _ :_.... -.- .._- ...__ -_.. 1.111. -. .-._.. _._ - _. 1_111_ :.. _ ..___ -...- ._ -.. __-. 1111_ - . _ _ __ _.. __ _ __ _ .: _ _. :_. - _ _ _ -_ u t ',,. TRANSPORTATION _ - - - - - - - - - - - - - - - - -- -- - ,,,: . ._ -. ._ .. _ _ -. _ -- - _ -_ _ _. - _ .- -- .. - - - --_- -- - - - - -- - - - - - - - - - - - - �1 4 _ ,..11.6'.S HittO, - ._. - .- _._ - _- . . ._.- _. _.. __ ._.. -.. _ ..._. __-. _111.1 - A _ ___-. -.__. ._._ ..-._- _._. _--_.- ._.._ ... _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ - PE4R EAEO CIVIL Ew6•R!R-w0.1QI _- _.._ .._. 1111. .. _ _. .- .. .. _ .�- .._. _` .._ .- __ - _.._ - . .- __ __. _ ..- _ ,_.. ... _ _ ..- t"' IltrHrt tEIIR _ _ * - 1_111 --- - - -... -__1.111.. - .. _.._ _11'._. ._ _...__ --` __..__ ..._.- '---- __. ._-..- ___ . .. -._. _ _.. - .. - __. _ - .. . - _ ._ -. _. ._ -- .. _ _ - .. _ . _ __ - - .__ _ .. _ -. -_ _.. 1_111 ... ...-. 1111 ..: - _-..` ::- .. __ _- _.. _ .._ - ___ __ _. __ _ _ -- __ ___ - .. __._ ._ _ _ _ _ _ __ _ _ _. _ _ _ _ .. .. _ ­­----..._. _1111 .._ -.. -. - - ,.. - ... _. -, -. .. ., -. __. _..._. .._._ ... ..._ .. - ._. - _._ :- _- .: :_._. _.-.. ._ _._ _ _ _ .. -. __ " ._ -. _. ._. _ .. _. .-. .. - _ _. - __._ 1_111 _ _._ __.- _._. 1111_ __.. _.__ _-._ .__ _. __.- _.. _._ ___. ____ 111_1 �_- .. _1111. __- --_. _-__ _� _-.._ ___ _ :_-_.- __ _._-_ .. _ 1 11_1 - _ _ _ .. _ O.C. - _. - - -_.._ _ __ . _- _ _ - - - - .FPPO\f _SSI_ ------- 'FLAT IINVERT"ALTERNA 1, L.Y _t 4 94 CULVERT __ _ _ : _ r I: _-- _ _ __ _ _ _ _ -_ _ __ -- -__ _ _ _ - _ _ _ _ _ _ . - _ TrvE ,�. _ - :- - . . - _ - - - -' - - - - -- - ry .cr, - - - - _ __ .- _ -_ _ . _. __ ._ _ _ _ _ _ _ __ _ __. - _ a ►� - _ - - _ _ _ - . - - - - - - �V _ _. #� + - - _ - - - - - . ._ _ - - - -- - - - - - -t- - - --- -- - - . - -- . _- - - - __ __ �-- - - - - a.__ _ �V N - .� ... __ - - - - - ; - - - i il : 11. -_ _. _. _.-_-_. 1111 _. - 1111 ... 1111. ,..._ .--. _ ._- . _... __. _ -. _.:_._. ...-. .. .. : 1111. _ _. .... .1111 .. ___�. - _..__ .:..-. __ _...- _. _- _1111 _.__._ __ .___ ___. �. _._ -._ .. 1.111. _. _ _ A , - _ ._ _... ._. __ _.. _. _.._ .. .-.- _ :.- _.. -. :: .. ...: :: _ :_ >. _, _ _ _ ._ 1111 - w.w��w�.-+w -r 1111 ,. - _-,. __. _ .. _ - _ - ... : : _. ._ _ ._. �.r� www - .. _ ..-. -.._._ .-. ._. - - . .-,. ... ._ __.. .. - -._ _- - - - - - - - 7 --t � . .. i r , _ .L- - __. -..._ ..._ - - :; -W:- . A . - 14 1. . - .. - _ _ -_ - _ _._ _ .-._ --_ _ _ _ _ .. _. _ _ .. .. .. __ ._ - _ _ _ - _ _ -_ .-- _ _ _.. _... .. .. _ - -. • __ - _,.. _. 1111 1 f . r , } t _ I _ { _ � :. _ .. .. -. _. - 1111_. 1111. ._. 1111 .. .-. - ._ .. _.- ._. _ - -. .. -. _ 1111 .. _ .,. _. .. -_ - - __ - .- - _ 1 - .. . .. : _ _. - ..- 111_1 _. - _. -_ .. .. __. _..1111 : .. _ - _ - __- .. _ ..- _ _ .. .. _ _ _ _. -_ .._ _ __ -. ... _ ._ __ _ _ .-.. - ... -.... 1111. ._ j _.. _ -. ..__ .. __.. -_... _ - _-.. -1111._ -.- _. .-. - _ _ _. .. _. - _. - _. - ... _ .. _.. 1---1. >_-. - . - - I ­ � . - ­ � ..-._.- ... _ .. 1111 1111_ .. 1111.1111 _ 1111 1111-:_ . _... _.. - - ... 1111 1111 ._. 1111- -. _. . .._ _-.. 1111: _ - ... .. .. - _ .. - .. .- _ -- - _ _.. _ 1111 .. _ _ - _ - _ _ I _ .. .. __ -.._ _ .__ - _ ._ _ -. _ _ -_ .__ 1111 _- ..__ -. _ _ .-__ _ ._ _ ... __ .._ _._ .. _ __ _ .._ 1111 _- ... _ -_ . - -- ..:... ---a -. - . . _.- .. .... _: _ _ - _ ___ ___ __ _ -- - _ -_ __ - _ __ -._ -. -_ -. _ _ - _ _ _ _._ 1-_: - -"":- - --- .. { - 1111.-. 1111-. .._ .. ... __ 1111 _.. _-. - _. -.. ._. .. - -_ _. .. . - ._ _. 1111 - -. _ b. .- _. _. - .. _ _ _ __ - _ 1111 __ __ .. 1111 _ _ .- - - -.-- __ .. .-- ..--_ _ __ 1111. -. -.. .. ._ _. "_ 1111_ .. _ .._ , , I -.. _ _ -.. -. -. .. - .. .. - .. _ _ ... - ._ - 1 -. -_ - _ _ _- _ - _ 1111 _ -_ 1. i .." ._ __ _ .__ - _ - _ _ _ _- _ __ _ _ ._ _ .. .. _ �.. - _- .. .. .. A _ _. - -. : _-:... :- .. : _.. Sri -.. .. - :.. _ - - - - - - -- - - - - --- 11iw _- -.. - _ y_ #}- .--- _. - . _. 1111. - 1 . .. t .. ..- _ ,. - ..- ... _-_. 1141 __ O i - _ _ . _. ._ -. _ (j, , - - ._ - 1111- _. 1111-.. --- - .. - •�V' _ --. 1111_. _.._ _ - _ _. - -- _ - - - - .. _ 1 111. _ .. - + _. _ ....- _- _ _ - -.. - _. - _- _�. _ ._ - - - _ _ ... 1111- 1111. _.. :. - 1111._ 1111. 1111 _ _ _ _. _ _ _ _. _. - _-. _ _ __ __ __ _ _ _. .,:. ,._. _ -1111 .. 1 - PROFLE SCALES, -- _ C _ - 4111.. " -_ - ._ _. ._ _ _ _ ._ _ .1111 _ i , a 1 Q • , s , ,-_ ..- _- 11- 1111 - 4111-. 1114.. _ - 1411. - - _ .,._. -. . 1111 1111 _. 1111.. ,1144 - .. .. _ _ -_1111 - .- - - - - - _. - -,- _ ... r - - -- --:: 1111 1111._ 1111._ 1111 1111_ __ _.. _ 1111 ___ _. - t - -- -' -- - - -.__ 1111 :_ - ; _.- _. 1111 -. _. 11-- ^ r - _ 41 11 - _ _. ... a H _.-.. _> 1111._ ._ _ _ _. _. - - :..__ _.- _ -. _ .. - ._ _. _.. .. -- _ _._ _...._ 1141_. _ _ ___ __ _ - __ - __ _ _ _ _ -. ... 1111 1111_-. -- _._ . -. .. .- 1111__ 1414_. 1111_ 1111 4114_ -.___ 1111 1111 1111. __.: _ .._ ., . ,1111 4141_ __. 1111_- _ ... _ _ 1141-_ 1411}..__. - - - -_ ��: -. -' _- - .. ._ _ _ -. -. .. - 1111 - .. .. ._ ... _ .- .1111 .__ 1111 _. -. _1144 1111 _ .. - _. -1111.. -._..-. _. _ ... --p + , _. _, .. _ _ - ... .. _ __ .. - _ - .. _. _.- _. _T -. - .. 111 1- -. _ 1111 _ :. _ 1111 _. - _. --_ .. .-. _. _ 1141. ._ __ - 1 111_. 11 41 _. 1111 1111. 4111. - - _: -___ .. _ __ - - _ .- - I. - -1111 .. _ 1144. . .. _ 1111. 4411 .. _- __ _ -_ _ - .. - 4111 --. _ _ __ - _ _ INERT. 1 4 108 109 110 111 11 �`"SCALE 13 114 115 SCALE 1"=40" 1 =40 16 DENOTES EXIST. SURVEY MOWWWT'S. SEE SHEET 1 4, - 1h FOR DESCRiPT1ON `' 1. s a' l� 715 LA�IIT TO REMAIN UND,EA CALTR4N�S TK7V1l ,� 11 / CALTRANS RIW �' V J UMltij OF' / I a, / �` �NCROAGI HMENT' t ,/ 11 / '`I / o, / ,/' �/ / I �� / / 'n �3' 8 n " 11 /' 1 PERMIT=' \ I j r / / �;. t�� ,�/ i / / �♦ / / A $' w ! Q 2 \ I I\1 I \ 1227 / ;% /, /' / ♦ �' / N -/` / / / V I \`1� 1;c�=.� � /' 11 r j - - 4 / 1 2 i'�� \ �_.:- i 1228.:3 /� : /i 1 - f 1111_ _.. ,. W3V �9 *- c� �' -�, 5 �-2 'f � #o 1201.8 \�-- ' -I !; � ' G3.8 � ,,.� '►� --�- �- I / 1/ ,27.4.8 / I --- . a-_..a ..__1111 - . . - � -IL - _ - - - 7 1 -- ­­ ­­ I ` : � -- = -__ --.-' 'i.= -- `-._ - it i ;411 / I - I I , `L tf -.. ; , 3 -- '�- I; Zp3 -- fL � I . / i _ _ _ _._ ___ 1111 _ 1111__ --. t6 1 110+83 - - - 12p3.23 _ . - _ L I I _ , �) -: l 4 - . .. , / _ _ .. ... .. - .. -4111 .. 1111.. _ - - - �_.- _ - � � � / �- ' .w. � iw:--, .j Epi ' ' B • CURB & CImm 15 � - --_ i / /� 'f� 3 - _ - _ ___ -- _ - __ - __ -- 1414 - ------.--------._------ -___ _ _.__ _ __ _-_ -__ _ ___ 4444 ►�' -- - - - _-_ - - - - - ti```_ - _ - - - - - _ _ .__ _ - - - - - - - - , 4411 - - 1141-- -- __ --- _ - --- -- - - - - -- - - ��_ - _T _-__f_ _ - -- - -- - - v - _ _. 1114- -_�_._________._______. -_- -- - --14 --. - --1111--_4111__ _ - o ti � _ 1444 - - -_ -- - . - 1111. __. 4 444--�--------f-- ---�- - -� �-� - 4 444---�4444-- - - - ---4444-- -- - , - - - - - 4444 - -- - - - 4444 - -- _ 4141 -_- _. _ _ o b ,� 8 '�► J i' r -- - N - - - - - . . _ 12' prlrER Aaly PIER .�� _� -_1111___.�_ 1111_ 1111_ _..� _ . N �,r �' + �� �` ?� `�I + �' ' fi+ + W �+ '•; i 11 i / CfD 2UO3-1B WA TER PLMIS ... _. 1111__.4111. ..- ..r f� / ^ w .. w 1 w -. '� - 1 I^ � /, ,X I E " . EA75T- AI, - GY1RB TO RE1(✓A/1V 27 ' + -+ ��/ �' - _-- I 11 - T tta tet -- - - - -+4444 - -�- - -- - -- - 1 - - - --f--- --- --- - -f----- - 44+44 - " '' ;kl D _ m._ _ __ ---•..-_ -�_--1111.-_�._x L-) 12 � E2 I 16 C au I- A 1 N ` �' PM 9.76 W,E�SrLY h N h CALTRANS R/W ,,lp��'6�,�' + ,� �¢, �, % / ,/ INT 317+90.88 FOOTHILL BOULEVARD I 4 I& LIMIT OiF I . N N � W `�� fi CALTRANS RELINQUISHMENT POINT ' �/ ' + *9 A � A ,�, / I F* / / = 304+15.36 INT INTERSTATE 15 STATE OF CAL FORM14 CITY OF RANCHO $ _ _ e ENPREROMCT�ENr 1- i o W w msr �wrs m raN i� r / STA ,317+90.88 / PM 9.8'1 -- - =- =4444-. +-- ---- -- , ---- ,( (CAL TlIZ4NS) CUIG4MONG4 ZL_-, 1 . �%�'$'�, `� �� 8 I= iv R4NLhV STA 09� RAW' : \ F/ � OF CALTRANS RIGHT OF WAY'MAP AAO. 401594, JULY 30, 1970, AND CONSTRUCTION PLAN N0. 390535, AUGUST 26, 1996 i- " � I `� `'J'F�' l CllCAMONGA (CALTRANS) - _ _, .__ . T -_ �_�V 2 � I _ _ _. / r - +1114 __ .-_ - .. ---._-.-.. .- --- - 1111 `.. - - ` -�- -.-._sa �••.,-• -- - . - .- -. 1.1 4 - .-"....7 .. 1144_ _ 1111" .__'___._ 1111411 4 - --- _ 1111.-- O h , r - , - ', `.- / - - / - - _ - _. --- moi, ----- - , -- - E 'r + 3 0 - . % tom 1----r _..,_ _.. -_ 1-1_-..-1'_.. 1 -1 _ - FOUND SPIKE AND WASHER STAM RCE 14379, FLUSH, PER C.S F.B. �',, � at G j , � �l ,-/ / / / 004015-001380 FITS TIES • AN PER P.M. NO. 15641, P.M.B. 192 93-100. v I k 15 f-}- + / / / / �• k ce r `r tj ►, ? g . N , // // ACCEPTED AS S 1/4 CORNER F SECTION 5, TIS, R6W. \ 1 44 � R N � �� `.mss 30 4 •,,�, '� ti STA .316+gJ.43 / PARI .79 a i ^ ��� ��° 1 �' '� G OF CALTRANS RIGHT OF WAY MAP NO. 401594, JULY 30, 1970, CITY OF RANCHO CUCAMONGA v9 ` - i % I � , AND CONSTRUCTION PLAN NO. 390535, AUGUST 26, 1996 � / / / STREET PAPRO PLANS FOR � 6 / FOOTHILL BOULEVARD (ROUTE 66)- oIR 1i C �� // ��, C. � FOOTHILL BOULEVARD �V' � C FACILITIES � N No. 20596 r" m CONSTRUCTION NOTES °* 9-�°-05 *� DISTRICT 2003-� Ql CONSTRUCT 9' Ac OVER COMPACTED SUBGRADE (UPPER 12. OF SUB GRADE 0 CONSTRUCT ViEELOWR RAMP DETAIL No. 1 PER CALTRANS CURVE TABLE F CF C1►t_�`-m. \� �i I APPROVED BY DATE: �� # A R L T CITY ENGINEER RCE NO 24953 (n SHALL HAVE A MNIMUM OF 95x RELATIVE COMPACTION) STD. N8-8 CASE D Q2 CONSTRUCT 8' P.C.C. CURB wRFI 2� GUTTER PER CALTRANS STD. N8-A, @ CONSTRUCT � p� q�g ONLY PER CALTRANS STD. NS-A TYPE Al-8 A 60- 1 1 '55' 35 , 00 ' 36 . 77 ' 20 . 29 ' DESIGN TYPE A2-8 . CITY OF RANCHO CUCAMONGA .10.11 trnel,.�ltlnlw. REC MMENDED 3 CONSTRUCT CONCRETE SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PL 103. ® REMOVE �' �� CURB B 1 19.48 ' 05' 3 . 00 ' 6 . 27 ' 5 . 18 '- R.C. D 1i11"m f Q BENCHMARK NO. 10051 ELEV.: 1300.686 © EXIST TRAFFIC . VAULTS, LAMS, SIGN AND OTHER RELATED TRAFFIC UTILTTtES 57 . 24 ' 21 . 08 ' 10 . 66 ' DRAWN •ORtCM ftim a-M- DISTURBED DUE To WIDENING OF STREET, SEE SHEET 10 FOR CONSTRUCTION NOTES SET 2' BRASS DISK IN CONC. CURB , MW "9-M-091 D 147'28 '46' 2 . 00 ' S . 15 ' 6 , 86 ' STAMPED "CITY OF RANCHO CUCAMONGA BM .�«.3.: INR: en-�,�„• S ET E 157-29 ' 14' 2 . 0 0 ' 5 . 5 0 ' 1 0 . 05 ' 10051 1987' AT THE NORTHWEST CORNER OF D.L. r I N IRS E N G I N E I R s SURVEYORS ® REMOVE Mg. TRAFFIC SKS BASE LINE ROAD AND SWANSON PLACE 0.25 - - - -- OF-V- aaaaj F 22' 11 '29' 1 07 . 00 ' 41 . 44 ' 20 . 98 ' MILES WEST OF ETIWANDA AVENUE, AT CHECKED - RCE NO 20596 DRAWING NO. Q G 11 1 - 01 ' 1 1 ' 45 . 00 ' 87 . 19 ' 65 . 50 ' DESCRIPTION OF REVISION imm DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH SCM APPROVED: OF CURB RETURN. DATE %S-09-6:1 FILE NO ?t>da� 1 I:\46608\IMPLANS\CALTRANS\SIP02.dwg 8/09/04 PROJECT SHEET NO. OF _ _ _ _. . - _ - _. ._ .__ _ _ .. -. _ - .. _...- -- -_ -. _ - -- - - - - - -1 _ ..; t-t- - _. _ __ .__ _ _ _ ... _ _ -.... _ __ ..__ _-_ __ .. _ ._ _- _ - _ ._ _... -.. _ __ _._ _ _ _ - _. ._ - _ ._- -. _ - - -. - - - _ _ t _ � , t --t , -.- 1 . -_ ._ ._� _. __ .- _ ... ._ _ __ - .. ... _..._. . ---- ..: _. -_ ---- - _. - ._ _. - — tt I _ _ .. .. __ -_ .. ., _-.. __._ _ __. .._ ..-.._ ._ ___ __. __- _.... _ -. - _ _ ._ _ _ - _ __ __ _ __ _ _.- _ _.._ _. _ _._ _ __ ._ _. _ _ __ - _ _ _ .- _ -- _ _ _ _ _ _.._ _. _ _ __ _ - _ _ __ _ _ _ _ -._ _ _ _ _ __ _ _. _ -L- - 1. tt - 1. 4 1 1 .:. ..- "- I I 0 6 - -- . . .- - - . .._.. _ ... ... _ ..... --... .. .----. . ..{ r _. _. ..._ _ .. - _ - _ _ .. _. _ _ :__ _ __ _. .._ _ _ ___.... ..._ ..:_._. :__.. _.__ _._ ._. --- _ - _. _ - • _ - - -k _. _.. .. .._ .. - _ _... -. _, ... .... _. _.._ _ _. - _. _ - .. -. _.. -. _. _. _. .. .-. ... __ _ _ _._ _- _ - '9*- I _ _ _ - _ _ __ _. - .. - _ _._ _ ._ _ .- - ter. 1 W% I- _. _ _ . _ _ . _ .. _ _ _ _ w 11 �e -t i --i -' .*-- I I t I -.- - . I _ __ _ - _ liz _ _ —i I -4 - .... - :1 _.. _. -_ - _ :. _.__ .._ -- .- :. _.: _. 11-1 -- -. _ :- _ - - - - .. - - I . - I " - - I - t ' I � — 41 . : . ._ ... -.-._- - _ - .-: _ -. :. :. -. __ _ .- :_... _ . .'- .-- -____ .. -- -_ -- __. _ .._ _. _. .._ ._ _ _ _ _ --- - - t -1. - �i I" _ _-- _ _ : ._ - _ _ r it " - r 't'.'j - :' : - -1- - . 7 + . i - - -- .._ -..- -- - -- _ _ _ _ - _-_-..- - -- _ _._ - - :- - - ... - - - - - - - - -- - - - - - - - _ . __ _._ . - _ _ 4-01 _ _ _ _ _ _ __ �j .- -- T tj -_ e4 , • LfL - I I I -: ': � I A . y. U. - —ax ----4- .-t---,- -._ _ ..- .,_ - _.._ -_.. _ - -. ... _-.. .., .... .. _ _ _ _ __ -- j �------ i i . — - --1 - v ,t -... I - - - . - ' 1-1 - I- ...I - -.— - It , -. -, -, - I ,- - -- -- -- ". - j --.-- ------, .,-----,---" -' , 11 1-1� -� - � .- - - . - � . f..--,- ,_:- Ft - - -1 + ---t - I o � -1 - -.,-. , - � - . - -- ------ ------, ,- -, -- -- I- �I i -4-- - I . - I --I --ff I - - , � T-� I - - -1 : .I- :'--: ., q _.. - -- . -- -.. _ .. - . I. +'---1 - OF ml , .. .... ._ -. .- . ._._. _.. .. _-.- .. _ - _._ _ -.... _. -._.. -. - _.. :_-.- ..-- :--_.. _ __.. .-.- .. -_: .._.. _-_._ -_ .._. _. .-- - - - - _ ._ _ .. _ _. . . �i- - -- ' , - --- ' . .._ I i: _ _ \1 . __ _. .- _ .. ..... ... .. .. .... .. ._- - ._. .. - ; --. -.. _ _.. -_._ _ .._.. - - __.__ -.. _.... - _.. _ - _ _.. _. _-_ _ .__ _ ._ _ _ _ _ 1. i I i . I v- . i�i I9WS - 2B't RJ 4Ot AMX. VARIES : _:: - -: _ -_ _ - - 5' ANN. TO - - - � . I - . I - - - 1 i - . � - . __ _- _ - _ _ . __ _._ __. _. -- -_. _ _._ _ __ _ _.. _. _ V)IRlES - 6f TU 1J5't VARIES 1?' A(�IX _ w ^ ._ - - _ _ _. - _ . __ _ v► _ , I . -- -iv.-,.-- I EJI7SST. lUA17 _ ___." _._ - ._. _. _ i _ - - ; + i i . ._ -- - __ _ - + _ _ _ _ - - _ _.__ - _ `� _ _ AR- c>< Aa - I v _ ___ - - , _ _ _- _ • x 042T ANN Tn 1 Iabp/E3 r ANN f, ___ .._ .. - - -, _ -_.. . , _ - - .. _ _ - t t A -y ��-*- _ _ _._ _ .... .._.. -_ -.. .. _ _ ._ .. ._ _ _--.._ .... ... _.. _ __ _ ... - ^ .. - .-. _ ._ .. _ _ - r--____ 10..34X AGIX 06/X IAfy nj - __ _ w _ _: `. � _ -- -- . ...._-. .#X --- -_. _. _ _. -1.1.1---.., - - , -- _. - 1 - L_ - __ - _ - - _ _ - -. _ . _ . _. - � P1�f20396 � : - - - - _ _ - __ - - _ 1 I _:.- - _ __ _ __ _ _ __ -._ _ 2 - - L.- __ PROF�E SCALES - - - - 4-- - _ - - -. - _ _ _- _. _ _. , RIZ. .1 20 - -. - _ -- _ _ :: : _ ._ t_ _ - - SUPE7? ELEVA= SECTION _ _ - RT. ,1 *4 _ - - SOWN BOUND OFF-RAMP _ __ _ __ _ _ _ ___ - SCALE 1"=20' 10 1 SCALE 11 1 2 1 3 f ?91�1 - v 'X' - -, CONSTRUCTION NOTES 2 \\ - \,\' - - -- __- � . _ - ` _ __ 1 -- --I------------.-.- . 0 .- - _ nsTREET ;{ -- t O A MINIMUM OF 95X RELATIVE COMPACTION 12r OF SUB GRADE \ \ , - h \� i CMSTRUCT 9r AC OVER COMPACTED SUBGRADE (UPPER �• \ 11____ -------- - EXIST. CFG�1V C� \ _ 02 CONSTRUCT � P.C.C. CURB wRH 2� GUTTER PER CALTRANS STD. N8 A. - v - ___� -- - - TYPE A2-8 . - , - --- $ - - _ t _ - - - - - _- Q5 SAWCUT EXISTING AC PAVEMENT- '+ //�j rcp _ -- \\` 1.... - Y_,�._--_�_�-. \\: DISTURBED DUE TO WIDENING OF AND RELATED tlTll(TIES () EXIST TRAFFIC SIGNAL, PAUL LK�fIS, OTl•lER TED TRAFFIC . s� `._; >\ 7. _....-_ _-I - _ __- , SEE SHEET 10 FOR CONSTRUCTION NOTES. f . /. __ \ � 11 -v, - - rI 1-1 Y�. _ _ O REMOVE EXIST. 3i; RISER \ - -_ ----- _ \ "joloo ,� }�}' ALA _ _`_.__�::._: - -- - ' -T-- t 1 o CONSTRUCT CRAM LNK FENCE ;�1. -\ 4 � _ ---- EXIST E - - - - _ - _!. - - RCB - - E L -- IN �)ET _ _ . _ . rX - \ ` :. / ,�," - ,_ _ - 1 QNCR -- :_ ..: - - - - 11 REMOVE ExrsT. METAL cIARD RAIL SEE _ 1-,-200---- -", -- - _ - (C J _ T ' ^ \ \ _ 11 --- �_ y \ _ 1. ..". - `_ -- -_-" - _ 1 TEMOVE EXIST CHAM LM FENCE `'\ \ \ - _._.-- -_- - 1© CONSTRUCT wHEELcfuuR RAMP DETAIL NO. 1 PER CALTRANS 51D. Nd-B CASE D. _ - -- - . \ \ \ �o _ �._ _- - - .- _ "� � - , � eit THER TO JOIN EXISTiFIG AC PAVEMENT SMOOTH > \` `)` \ �`Uv � -- " - - . b - �. --..__- - r ` r \I'll,1, :- "\ 1 \ i - z -_ � � 6 ,�- \ \ ,� _ 2 b -- - - - - „ i- __ - _ .. -.. . \ y� \ \ Z . . _ 6 ,yam �u \ \ . 4 r�,- Rcg ,.; - U s� �, �J of �'S` N - - ------ - , - - - . - - -- - - _ -- G, E \ Y SEt - ` 2 - �6 o --- _ _r. _ 46 { - . - _ _ e _ _ _ .c,1 - > 1 ��/ — - _ - - - - -__ " - 0000 6051 - E. cn Z5 ` . a�^_ _ �� -- _ �. - _ , - _-, - - - \ . - 1 i Gum'" - ---- -_ - -r `• ` STN- \ 'ej, \ ---- ---� E7�'f � 60 .r' --- - _ '�--- - r . I •yr � \ .-.�.- -- -- 5" ,- T �1�k11 11? N _ N 29'5 aoT S � \ bo _ ALE h? -1 - - �� � I. �. - ' � + �2 -- r� _ . Fl �o \\ . 2 1202 ._,.— �� 0 f , ► 1 EXIIgg � REIN ,. - z / \ f. 11, (12 1.50 , '/ \ ' �L a - . • (1119.75) 1w. 0 / >- it 0% I �� �� .�:A v �� I ..-S-111-� % �. (-,)& o L� I.1 8 ' '� "\., . CITY OF RANCHO CUCAMONGA ` h - I L 1) -�"- 4� O . I �/ '-� a '. 1� >, \ ll! STREET MPROV� PLANS FOR f ' ^ 3 : \ \ `` - I\� `\\ 1?0,3 ".1 Ess/O'�9 ou'p x FOOTHILL BOULEVARD \ N N �� //►► \ \ " No. 20596 '^ m C F/'1CLITES c - _ ' - \ :- 1 15 OFF—RAMP @ FOO THIL L BL VD. . 9-30-05 Z R�` r - , . t� � - \ * * DISTRICT 2003-� % ��r CIVIL �� a5 _ _ _ - ��� \ � SOUTH BOUIND F - - I'll . I ,' --'- ' 'L_ ' ' f* V _ . \ Q` �� APPROVED BY DATE: �� ` �°� v CITY ENGINEER • RCE NO 24953 (n 0'�� - " \ \ \ `\ CITY OF RANCHO CUCAMONGA DESIGN ■e.of ,��� REC M LADED z w \, ....3. \,OkC� 11, ~ L ", \ �' \ BENCHMARK NO. 10051, ELEV.: 1300.686 R.C. 9 sire» wr.,CA M14 t F• `\ \ SET 2" BRASS DISK M CONC. CURB , w.r«.nr + T. �'. STAMPED "CITY OF RANCHO CUCAMONGA BM DRAWN .�».L._ R.R: OW-b1-NI6 S ET F- ' 10051 198T AT THE NORTHWEST CORNER OF Y \ \ BASE UNE ROAD AND SWANSON PLACE 0.25 D.L. r N E R S !N G 1 N E E R f f Y R r E•O R f 3 OF 10 I \ \ \ MILES WEST OF ETIWANDA AVENUE, AT CHECKED RCE NO 20596 DRAWING LA0. Q \ \ \ CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH --- 1\ ;'``, \. \ \ DESCRIPTION OF REVISION DATE S.C.M. - APPROVED: OF CURB RETURN. DATE -� FILE NO V I:\46608\IMPLANS\CALTRANS\SIP03.dwg 8/09/04 PROJECT SHEET NO. OF - , - - . - — - ,. � , . 11 - , -- __- _ _.-_ -_ _ - - - _ _ -.__ _. _ __. _ _ -_., _. _ -._.__ --- _. __ - - . __- . - -__ v _. -_ _ _ _ a r. ' t i • : 1 ♦ J - 4 wM of 4••MM••wM• CHO Lw FEW { . MIY!• 3 A-tt- Lmk f I _ : -- 4.- F---: _ ' - - , - � ] ., - .--- :4 -t - Tt7� ' WiLI : - - _ AN fiiP AF M61t l - tl- { ttttl- - : _ - - - 1 -4 . . S - r I _ - .. _ - 901 _.. ... _. _. _..- - ._ ._ ` _ _ _ 41 ' _ - _ C: OfI Ot SfW:iWS fR:)p1 I ._. _ _ _ _ :.._. _ .. :.-.. - .._. _..._ .._ -:_: ._� _:: :_._ -. .._ ..,.: -. _ .: .: __ _ __ - _ _ _ _ _ - _ _ _ _ _ 0 C t[wit fE11 wu -. _. - - _ .11 _ .-. - . .. _. __ _._ - _ - ._ -. ._ _ __. - -- - _. . __ .-_ . ._.. . _ - _.... :_ :: - _ - _ ._. _ _ _ _ _.. _ --. :_ ..-1, .._: __ - _ .__ -_ - - - _ _ _ _ -- 1 ILS } fYIOwOYtD JULY �� ._ _: .: _. _ -_ , _ __ _ .. -. ._ :: :. __ _ _ _.._ _ _ _ .. .. _ _.. .. _ _. _ .. _ _.. l I . _.. _. .. .. - _. .. _.. .. . - - . __.. ..-. ._- _.. .. -. ._.. -. .._. .._. _.. -. _ ._- -.. _. -. .. -.. .. -. -t - ---: __ - _. _. . - .. _- . _. ... _ : -.... . .. -_ - _ _ - - - - r _ _ -.: _ _ - - - _ i _ . _ . . - - - - - - ,R � , N - it - � n . _ - - - _ . 9 1 3 - - _. - - - __ . I _ __ _ _ . _ - :_ _ «r _ _ __ - - _ _ _ _ - _ _ _ _ 7 _ _ - - _ _. . __ - _ . -. .___ ._ . - _ -_ _ _ _ _, - . - -. _ �r 4.ef+h,weltA - _ .- _ _ .wtr r - 3 _ _ _. _ H _: - - - _ - - ,--_ _ __ -4-- 5-09- 0 it,so,ftr*ober �--�— --.7H - _ _. - — _ - -- ._ _._ __ _ _ -� _ _. _ - - .i- . i.-_,.�- _ - - +bre,Bend :_ - _ _ ___ _ . ._ __ --._ __ L-F. i _ __ I� r� _ i - - � I l��lForr I _ _._. ._ -- - _. _ _..: - _ _ __ _. : _._ - _ -_ _ _.. _-_ _"_ - -- � _��L : —1...�I - _ _ �6 nNo u�0lt O► ov► . �I-- - -:- ' d5 . 1' � oN rsn qAra- J.- _ _. - _ -i - . .. - _ _ _ - .. . _ _ - - ." . _ . __ .. . i _ _ ?- 1/f a hrf(e,ir" f Cdd- ft use/ . : -- _ -- :, _,..- _.. __ _ _ _ _ _ _ _ __ _-_ __-_ -... _ . _ .._ _ _ . _-_. _._ _.__ __- . .- _.._ _.- __ _ _ __. ___ _ ... __._ -_ _ ____ ___ _. __:: .:- - - _ -- _ _ _ -- _-- _ -_ _ _ Afrer,rorve eonr,,n of c r/ - i o .a - _. _ __ - : . - : - ,- - . . . .. - _ - - - - -_. _ : :: - ::: :. - - - __ f - - 11 -._ .: _ _ _ _ _ __ _ __ _ - _.__- _. _. -.-_ ___ -_- - -... _ _ . _ - 3 � _ _ _ _ _- :_ -- _ __ -__. --- i--.--- - __.' _ _ - - -_ ENQ ELEVATION c�rrw+((.r t-- _. - --+-- _ _ _ - _ ._ - . . - _ . - . -:- __ - - _ -. - _ _. - - - _ . - _ 3 "__: _. __ ___ __ __ _..... I t - _ t I - - - - - - - _ _ _ : - - f _ I 1 , I _ _ _ _ _ _ _ , f t y .4- . . ._. -.. 1 • r _ .__. .. . _:_ _ _-:- _ - - _ - - - - : � t _ : -- -. -_. ---- -.. _. - _. _ T _ ; 1 -- _ - __ ;_ - - - - -- - /O:Iipmer y l - _- _- ' .. _ . _- - __ _ _ 1 Mbr> _ __ �4�� _3 -- -:: } 1 - 1• j�� � 1-t - ._._. _-. ..-... -. - _ ._ - _- _ __ _.- ..- -- _.- _ _ .._. _ _ _ ... - _.. .. _ _. - _ _. - _ - _ - _ 1. 2 } 3 3 ,� if* / r .. _ _. .. r , I _ _ _ _ - - _. _ _ i I - I 1. _ - -- -�`' -f- I — - _ _ - - _ - - _ 'etot �� _ _ _: _ - - - - _ __ ._ _ __. _ _ _ 4 _ (-- t 4 : f _ _ - - _ - :_ - -- - - - - - - -- - - _ _ _ _ _- - - __ - ._ - _ _ 11 - 14 1 t - _- _ _ . _ J(�-i . ,_i_ - : Q w .-� —11 ----:- _ _ _ _ - _ _ _ _ _ _ - ._ _ . - - _ __ _- - - _ _ _ _ - _ _. _ _ . __ _ - ..- _. _ ___ __. .__ _ --_ _ _.._ __ -. _ _ -- - I f . _ _ - - -.. _ � ,_ _ _ _ cv►-or fwfts or � If - � � I . - - - . _ - - ----- ----- ----- - - -1 . . - . �h� _ - __ - - I - rr s o Ane _ 4►r - j a --. --._ ... -_ -. . : ._ _. . _ -._ _ _ - _ A - - -._. - ..:- L 01 - -_.::. .. -_ ... -. _ ._- --. . .- .. __ _.. _. .: _ -. _..- q _- -- --. - --. _. - _ -- _ -.. _.. 1 _. _ _ +� _ - - F - o Toe o/,ARM-- W -1 I ' - ' - _._ _._ _ � - - - -, _.. - : _ moi' Z —, f _.....�_._. ..._ .$'—!_ - ._., — -- — _ ` .. 1 , - - _ _ _ . _. __ _ _ - _ _ _ _- . ..1.- : - - _ _ _ - .- .. ... - _ .- ,. -. .. , -1 7 - r r -. . ♦ _.. _. - -. .. _. .. ._ - ..- --..- - -_ ._. _ -. _.._._ _. -. _ -- - - _ _ _ - .--_ - -. i. i s • .. _ _-.. _ .._-_ .- -___ -.._ ._ ....-. ._ _ _ _ _ _ __ _ _ _ _ _- __ __ _ _ __ __ _ _ _ _ _ __ _ _ _ _ _ __ __ _ _ _ _ _ _. .. ._.-.. :-. ..I ::4 ki . . _ _ -i { _ _. :. .. _ .. -.-: _. ._: _.__ .:-. _._ -.: _._.. .._. -. _._.:. ._._-. -_._- - - _ - _ _ - i - _ _. _ _4-.. ._. ___ _ _ .....- . - ._.. ' _ _ _ _ __ _ _ - -t '. _. .. _. .. _. - .. it .. - ._-.. _ ._. .-_ _ .._ _ _ _ ... _ _. _ _ _ .. _. .- ._ .. _ _. - _ _._ _ .._ ._ _ _. _ ._ ._ .___ _. -.. _._ .. - _ _ __ _. _ _ - _ __ .._ .. ._ : _ ___._ -. _ - _- .. _.- _ - - - -. ___ - - -. _ _ _ _ - - - _ _ _ ._ _ _ - - - -- - - -- - - -- -- -- -- -- - - - --- - - -. - --- -- - - --- -- - - - -- - -- - - -- -- -- - - - - - -. _ - 4 ' . - - 11_r�-I_1-.1_-'_: 11 1,I -r I-- .r I - -r --:�I ----- :--. -- --r -- .. _@ r :. -_r r - , - . '------ - - - I.- I--,:--f�---- -1 r-- .- --"---r �-1 ,_:-,:--_ , --- 1 aw's, ---� -'- _ -j -_-r _--_-1 � 9 I I . I .11 -j- ?s I -_-_ Ir- - r. 1. - . - - -- .- - . - - -�A .�-_: - - - _ : O 6p ti 6t Ir-----.- _ - - --I I �- 9 i - - 1 _• - _- . _"_ . - - - . . _.. _ - _ .. .-1,-----�L-,, -t"- � i -1----t---.:t-,--I--- ---f , , _ . . - _. - - a F F _ _ - - 1 - ----t----- - -- _r - - -1 -, -- ----"-r 4 -t - _._<. t f 14t - - _ . ... _ .. .. _ _ __ .. ... .... . .. .... .. _. _ .__.. "_ -. - - - - - - - - - -- -. _ _ f „� I . 3 Oct •I rM _ _, _ _. . -}_ I __ DBC 8'&5'H RCB 1R4PQ0/Q4L DYICH PROFLE SCALES _ __ _ _. . _ _ _ - - ti 1p . a .._ Plt;RR RETAIL SHE 8 AAI ORIZ. 1"=10' : _ - - - _ } Court 6" , s C /� _. .�� �i� /�REON : _. :} � 2 _ _ _: :. _ .: : - is Am E,rr,ls nati+•r _ ._ CoflsJ jc ,� � slse¢tvs 7'O•n!o mrrr! �L - --- I E/e fns. +_ 10 11 PLAN SCALE 2 po'e.,eff T3rPlC'A�, wrrH Sn/rfiF/rA�Vly SEAM .ewos 1"=6' _rrPK'At w/TtlAvr srrFffN/rJG 61EAM PART LAMGITUDINAL SECT/ON 41.17'"o-offawn �: Lin G10N�ST. �� LF AOrl6�f ` nPAPL700lL DUTCH 81ft5w RCB PLR DETAIL ON &Yr. s 00COW. 5.27 LF A64DMJ eol?09�v I\ a P" XTM /HEREON t � ��_ ow N7TfIOC/T STTFft-71'tIVG MAN 6.0 c �. SCALE 1"=6' •sly eI?-� ••! 2A ,sor f�ar eea. �c Fo►Avsvrrst re8rl Q 4 0* EXISTING DOUBLE 8'Wx5'H RC8 60' W ,"""" Offa orrpm ,,,,,q.a,,. �Q( �(� *- re•xv bdAr A�Hfol. ser Tad/e Acbr . rl" . • ` ` /�, i % , w I Ew�lnd Ond host f,rh� _ygot�wnes .t A ! k 7 \' ( [' L!nIl WWI`fn9/,and pe"MY Iii d*'Cf. J QR N 3, ". 1 j FMO , L /� .N. .�� I,urn . >s-,, 1 ,�e� 1 !�� �l " 1f — r.r - �. i earn . j \ Eo ,f _ _ y, _ ,#•S O•ehwrrs :s �tl r ry --------- _ ��• . -- -- v - STT _ ` - _ - Tee or slope P A! -.� \ £ T --- -- frm ' \ •1 ---- - -- a -- _--- _ 0 _-- ALT£RNAT7V WARPED 11'/NGW4L_� - '-~- 'p - - ----- the f.,lele f,0Jflional frc - I G{.T/ON C 9'y , , ` erAoof+►fnen,rf feq,.»rr�� z 5'© 03' '• 1•W `I 1L EX/ST. ACB � , 1`:� 0 5, z -•. ,p ad 0• _ WARPED W/NGWAL LS _ U:t .fn� v' , V�� �B�SEUNE OF on � �p f�O�f� ,! v= EIYw�. — WA - rA!FN1S�/O'NS A/N7 AE/HFORC/NG $IIFFfN/NG�EAAI U/MtIVS/A}VS F-- /IM�OI�F'!NG J' 0 ' 1'� \ CWSIRUCTION) , vL% h 1 ,^� A �9 os S r , Ilio, ►ss l AO' ,r' r�' E' 11 /e' l6' e/' !D 1S' Jd ),5' �O'a wKar .8 Ui, \ ` '•\ `. 0 � ` Fran,foci/rmf Zile-P,� s r • • . I _..- -- 5.2T 5.70 : , ' i ' -- "_ \ 2256' '' !Y / lila►f"re n! • 1 A 3 Fe 3 6 f 6 7 F 7 7 6 6' ffb boon.Abse 2 15 n.eG! 122.60 s 1bEr - -A,--- - --"-- _----- _-___ _ _ _ _ . __. --- _,_ I/r •11/r 1 I tr•1I I?•1 I At•I A K 1♦!? B f-" --' _ _ _ - _— k � N 18'3933" f 150.86' � 5.27• •t:q Fr,,,,talcs f,onr ,? ��i e 91 •s r,? if V.moi r� s 6 ro' ;, d-f;?• 9+89.0i �G A , `A 14 EXIST. 1HEADIIALL �' k6 -—_r •_e;r I' ,r 1. ,t 1 i_m 1• ?'_.r F 3_0 a i? a•=9 �-,;--z - v From,brr rernf. .`11? •I I,?I e,? •4 I f? -I a/?}'10 I? "1/i2 ,I' rx SAW A z/•K7' HEADWALL v+ �19�t�' \ 13 �, '� rn tn, /� ' ,v4,, rocs.r.,►f see +e a �� s 6 b0 T lks a ?e 6 ,6 re. s•? A-r-o• �...---- o \` �, a'- � j' O e►Cui off+hln I.- „+- -s � �, 6 ` I 6 i 6 e } �t a ,B_ To/6 6• 4,9 o 'of ce/ffer, -- b e•-,' q�'�' d' zo' _ f—_ ## l O� aMR0111 � h\ 707 ad it I 1� mom . �w,rs a�rs�r�rr ,tai a' swn+agr,.fin►-good• ,x�•rc h: t .t„r r�:a .,rssa,►e • leifc. l► Ter s g,� ' ` ,,�j ` EXIST. GUAROR4IL 11 I nor 0'0/ ,,.,,ee s .ea(..f�,�,7 rro�..�(s.eJ cw +.ar l�,i(st cw►..t. �br n(e, fir'> uz ,,`7 �- I ---- ---. __ -- - adOYron ft nrref+se rAMt►nrss Ar 7•,nin IO Pr►�2�..einb crnf VOI -- (� 0 \ - - ..-- - _ '---- ----.. - (Ji/flenftnnT Y,'W w:,w: IV* F,er a: A e/"A e ,~~'S*Ase (Os i ere SAaf•n an tAe�"17S. - -- - . - - --- , . C • . - __-_.._ _ �___ - . _.. --. - --- ---- - - - ', 4 / `� d� -- iii - - - - _ - _-- _.. 11l____ � STATELI ORNIA - ------ - Qi �b� � ' ` � o ` � DEPARTMENT OF TRANSPORTTATION _ \ �, �.�, BOX CULVERT EXIST ?�•IpI^p moi` , 2 0 9 mw ro Ankw I . ; � 'ti ' Q WARPED WINGWALLS * ,� I--- � �"�° 11 CONSTRUCT CHAIN - CE L-- \ . Q4MV Tp 2e" - - t. CITY OF RANCHO CUCAMONGA SEE SHEET 11 FOR L/M • ! ��:; . PLAN — TO EXTEND/D EXISTING DOUBLE - � �` � ; - - ... .'� ;, � � STREET MPRO PLANS FOR . / 8 Wx5 H RCB W/HEAD WALL Q�oF ESS CONSTRUCTION NOTES FOOTHILL BOULEVARD SCALE : 1"= 6'0" ���� �,�( C. <Z @— CONSTRUCT CHAIN UNK FENCE -- - 1 � O � '�No. 20596 fir' " COM AMITY FACLITES _. . I. 10, d Exp. 9-30-05 Z t t REMauE EXIsr METAL mm RML �--.-- + * * DISTRICT 2003-1B * � N `l CIVIL 14 REMaVE EXIST. HEADWALL/PARAPET W31LL '/ EXIST. CHAIN U1VK FENCE *SEE SHEET 2 FOR UM/T5 �wl �fF¢• GLEE - �/ APPROVED BY - DATE: �' ( **SEF SHEET J FOR LIM17S • CITY ENGINEER �J: 24953 0 DRAINAGE RCE NO CITY OF RANCHO CUCAMONGA DESIGN Me„e �,��,. REC MENDED Z CONSTRUCT DOUBLE 8'Wx5 H RCB PER CALTRANS STD. D81 AND DETAIL ON SHT. 2 BENCHMARK NO. 10051, ELEV.: 1300.686 R.C. Q D o n e if If.w.,a Ansa CONSTRUCT BOX CULVERT WIIGWALL PER CALTRANS STD D 86-A AND DETAIL ON SHEET 4 SET 2” BRASS DISK IN CONC. CURB DRAWN ""°.'.'-"�-..:' a: STAMPED CITY OF RANCHO CUCAMONGA BM t e If•L r fr FAX: w+-:sf 016 S H ET (�6-- REMOVE MTERFERING PORTION OF TRAPEZOIDAL OWMELr EXTEND REBARS 12' MIN. DRILLED INTO 10051 1987' AT THE NORTHWEST CORNER OF D.L. PLA NEWS ENGINEERS s Y!V E•O!s 4 D(tSTING BOTTOM do S(DEIMALLS OF CFV3NNEL. FILL JOINTS WITH APPROVED JOINT FRLM.ER. BASE LINE ROAD AND SWANSON PLACE 0.25 -- OF MILES WEST OF ETIWANDA AVENUE, AT CHECKED 20596 DRAWING N0. CONSTRUCT CONCRETE PIPE CONNECTI�1 TO wN�GNALL PER DETAIL ON SHEET 1 DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. RCE NO --- APPROVED: OF CURB RETURN. DATE -D -D FILE NO V - - I:\46608\IMPLANS\CALTRANS\SIP04.dwg 8/09/04 PROJECT SHEET NO. OF