Loading...
HomeMy WebLinkAbout1701 E3E NCHMA,F2k. FUNERAL NOTES AT THE NW CORNER OF VINEYARD AVE AND FOOTHILL BLVD., BRASS DISK ON TOP CURB ON THE NORTH END SWILL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA OF CURB RETURN. STAMPED SAN BERNARDINO COUNTY STANDARDS AND THE STANpARQ SPWFIQ9TIQ S FOR PUBLIC WORKS CM Rte! - CURRENT SURVEYOR 1970 BM 7-24. EDITION, INCLUDING ITS ,ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR ELEV. 1231.927 BM 17-8 WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESF STANDARDS .AND :PECIFICATnAS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES. FIRE HYDRANTS, ETC. SHOWN OR NOT SHWON ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SWILL BE REMOVED, REPLACED, RELOCATED \ �� OR PROTECTED IN PUKE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. � 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND RANCHO CUCAMONGA SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. SAN BERNARDINO RD 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING / DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA w EASEMENT OR RIGHT-OF-WAY. �� �� > o V 5. ALL GRADE SLAKES SWILL BE SET THE CONTRACTOR OR ENGINEER. PAVING STAKES STALL 8E SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATIONANDAT NOT w Cucam- - - onga C�� MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CENGINEER AS C Ity of Rancho NEEDED AT WARPED OR VERTICAL CURVE AREAS. Q 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. F OT L BLVD 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND CONSTRUCTION PLANS FOR L AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A i WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR Q APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. w IV 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 CONTENT AND GRADATION Q OF ASPHALT PAVING. FOOTHILL BOULEVARD VICINITY MAS 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE ANALYSIS AND SAND N.T.S. EQUIVALFNT OF AGGREGATE BASE, 10 SPAVING TRUCTURAL SHAH O �ORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TEST'S TAKEN TO DETERMINE � P,� _, AVENUE STEET IMPROVEMENT PLNS CONSTRUCTION NOTES QUANTITY 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE O1 CONSTRUCT 5" THICK A.C. PAVEMENT OVER 6" THICK CRUSHED AGGREGATE BASE. 42,731 S.F. SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE 1A CONSTRUCT 4' THICK A.C. PAVEMENT OVER 4" THICK CRUSHED AGGREGATE BASE. S.F. AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATE MATERIAL. IN THE CITY OF RCUCAMONGA O CONSTRUCT 6' WIDE 4" THICK P.C.C. CONCRETE SIDEWALK. 10,117 S.F. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STFRILANT REGISTERED BY THE CONSTRUCT 4" THICK P.C.C. CONCRETE ACCESS RAMP PER CITY OF RANCHO CUCAMONGA 484 S.F. E.PA FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOM- MENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. STANDARD DRAWING NO. 102. 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, LEGEND: 4O CONSTRUCT 6" TYPE A1-6 CONCRETE MEDIAN CURB PER CALTRANS STANDARD PLAN NO. N8-A 1,243 L.F. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY HTESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE 5 CONSTRUCT 6" TYPE A2-6 CONCRETE CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA 2,248 L.F. OF QUMTTTIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER REINS OF WORK. STANDARD DRAWING NO. 104. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT PROP. A.C. PVM'T. EACH INTERSECTION. _ __- ._ 6� CONSTRUCT CONCRETE CROSS GUTTER AND SPANDREL PER CITY OF RANCHO CUCAMONGA 5,738 S.F. STANDARD DRAWING N0. 106-A. 15. CITY APPROVAL OF PIANS DOES NOT RELIEVE THE DEVELPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS CONSTRUCT MEDIAN TAPER PER CALTRANS TABLE 7-405.5. 1 EA. SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. =' REMOVE EXIST. A.C. PVM'T. 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT II - ® CONSTRUCT 8' WIDE BUS BAY AND RIGHT TURN LANE PER CITY OF RANCHO CUCAMONGA 368 L.F. CONSTRUCTION. ATE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. STANDARD DRAWING NO. 119. 17. CONTACT ALL UTIIlTY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. li.lI ;r 1 9O CONSTRUCT 18.5' WIDE RIGHT TURN LANE PER CITY OF RANCHO CUCAMONGA STANDARD 725 L.F. r PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: --I - - , Q - SHOWN ON SHEET N0. 3 DRAWING N0. 119. A Son Gabriel volley Municipal water District (818) 969-7911 I - 10 INSTALL REFLECTIVE HYDRANT MARKER PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING 6 EA. Mr. Bob Stallings +�-� I �l NO. 134. for Bose Line Road Constriction CONSTRUCT CONCRETE LOCAL DEPRESSION CASE E PER CITY OF RANCHO CUCAMONGA 5 EA. B. General Telephone 1-800-483-3000 O STANDARD DRAWING NO. 307. C. Southern Corifornia Goa Company 1-800-427-2200 Rea. 12 REMOVE EXISTING CONCRETE CURB AND GUTTER. 1,639 L.F. 216 N. Euclid Avenue 1-800-427-2000 Comm. Ontario, CA 91762y - D. Cucamonga County Toter District (909) 987-2591 y � - SAWCUT AND REMOVE EXISTING A.C. PAVEMENT. 4,511 S.F. 9641 Son Bernardino Rood REMOVE EXISTING CONCRETE SIDEWALK. 8 S.F. Rancho Cucamonga, CA 91730 CONSTRUCT 8" THICK P.C.C. CONCRETE DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA 1,701 S.F. E. Metroporrton Water District (909) 593-7474 g'�E!:!�'1*11I _ I DRAWING NO. 101 TYPE "C" (WIDTH INDICATED ON PLAN). 700 N. Moreno Avenue Lo Verne, CA 91750 Oji 16 REMOVE AND RELOCATE EXISITING GUARDRAIL AND POSTS PER CALTRANS SIDS. 49 L.F. F. omoosupont St. (Port)Wo 989SHiIQ / _ I 17 EXISTING POWER POLE TO BE RELOCATED/UNDERGROUND BY OTHERS. 4 EA. Oratorio, CA 91762N - 18 CONSTRUCT MEDIAN CURB FLARE PER CITY OF RANCHO CUCAMONGA STANDARD DWG. NO. 109 1 EA. G. Marks Cablevision 909 987-6275 b I I I I ( W=3'). 10808 Foothill Blvd 1210 �909� L=45', W=3'880-0222 '' w 19 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA STANDARD DWG. NO. 1 EA. Rancho Cucamonga, CA 91730 LAI L, , 107-B. �: 20 CONSTRUCT STREET LIGHT PER CITY OF RANCHO CUCAh',9NGA STANDARDS (9500 LUMEN) 3 EA. '. _ F 21 CONSTRUCT STREET LIGHT PER CITY OF RANCHO CUCAMONGA STANDARDS (16000 LUMEN 8 EA. EXISTING SURVEY MONUMENTATION - -� '� tr _ O ) 1 a Q o p o I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT • Pod p ; _ _. + I� _ 4 ; C 22 ADJII�T EX. M.H. TO GRADE 4 EA anwrt COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST ADJUST WM TO GRADE 3 EA IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBE AS FOLLOWS: BRASS DISK ON TOP OF CURB ON THE NORTH END CURB RETURN OF THE NW CORNER T REMOVE / RELOCATE EX. CHAIN LINK FENCE 830 EA. OF VINEYARD AVE. AND FOOTHILL BLVD. VI 'f IiII ( IIIA - , REMOVE EX. CATCH BASIN 3 EA. i 26 RELOCATE ST. SIGN TO NEW LOCATION AS SHOWN 4 EA. NONE RELOCATE ST. LIGHT TO NEW LOCATION AS SHOWN PER TRAFFIC SIGNAL PLAN 1 EA. DATE: P /7• 7 28;__ Iq�� R�_L_ �_ :i Pod c RELOCATE EX. F.H. TO NEW LOCATION AS SHOWN 2 EA. GEORGE NFES R.C.E. No. 45920 u �� L p 29 DECORATIVE PAVEMENT PER ACHITECT PLAN (WIDTH INDICATED ON PLANS) 10500 SF It �� ® CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA `..` d A 1 I IT Pad B i soo.an. �I z or�pp.nrt. f MODIFIED STANDARD PLAN 101, TYPE R2 SHOWN ON SHEET 4 750 SF • _� I �,,�,:,,, rr 31 CONSTRUCT 8" CURB AND GUTTER PER CALTRANS STANDARD PLAN NO. N8-A, TYPE A2-8 1200 LF ` lY0"UNFN• SIGH Bi = .� - . F RECORD OF SURVEY FOR # 423 - 32 RELOCATE EX. DROP INLET TO NEW LOCATION AS SHOWN. 4 EA. RELOCATE EX. TREE, CONTRACTOR TO COORDINATE RELOCATION WITH SBFCD PRIOR TO CONSTRUCTION 4 EA. _ -�_- . I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT _ ---__-��_. � � -i _ - _ _ ,� COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST _ - - - - - - - - - � "- -- ----- -- ----- --- - � I 34 RELOCATE IRRIGATION BOX TO NEW LOCATION AS SHOWN. 2 EA. IN THE FIELD ARE SHOWN IN RECORD OF SURVEY TO BE FILED IN CONNECTION WITH LOT LINE ADJUSTMENT RECORDED EARLIER WILL BE SET/RESET AND FILE WITH COUNTY -�" _ 35 CONST. AC DIKE PER CALTRANS STD A87 (TYPE A) 122 LF SURVEYOR PRIOR TO OBTAINING A CERTIFICATE OF COMPLETION FOR THE PROJECT. PROTECT EXISTING POWER RISER IN PLACE. 2 EA. RELOCATE EX TELEPHONE BOX TO NEW LOCATION AS SHOWN 1 EA V-1 38 CONSTRUCT RESIDENTIAL DRIVE APPROACH PER STD. 101, TYPE R1 MODIFIED 8" THICK 1 EA. _- DATE: �WATSON, P.4� ADJ. GRADFS'-MATCH EXISTVINEYARD ECR (SHEEF y0/30/00 ROGEK WPLS 6236 �- A INDEX MAPNo. DESCRIPTION OF REVISION DATE APPROVED SCALE: 1"= 100' Nc.29089 Exp.3-31 -02 t CITY OF RANCHO CUCAMIONGA 3 bz CIV1l. STREET IMPROVEMENT PLANS y TITLE SHEET { THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON ?HESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, FOOTHILL BLVD. , THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO c, PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD ESsiq SAN BERNARDINO RD. & VINEYARD AVE. OR NOT SHOWN ON THESE DRAWINGS. IT SHALL BE THE CONTRACTORS Underground Service Alert RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES Q<.� �� CONCERNED BEFORE STARTING WORK CONTRAC?OR FUR114ER ASSUMES ALL �� APPROVED BY ' LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND UTILITY PIPES, I I�� , DATE _T _ . CONDUITS, OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. rge A. Lenfestey CITY ENGINEER6,j__ _`-C__1. __ R.C.E. N0. 24953LLJ 0 Call: TOLL FRSE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPONSIBILITY FOR JOB No. 45920 DESIGN r R U SITE CONDITIONS CURING THE COURSE of CONSTRUCTION I)F -.SIS PROJECT, Eap,><z-31-ozK E 11 H I N 1 R N Al I 0 N A L, INC.INC +y �oo INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS U, P ___ K.Y. 22690 CACTUS AVE, SUITE 300 _ U - REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL ADRENO VALLEY, CA 92553 � WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND DRAWN SHEET 1AA1r HOLD THE OWNER. THE CITY OF RANCHO CUCAMONGA AND THE ENGINEER CALF (909) 6 3-0234 422-4133 \-; 111 - HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION J. PREPARED DER E SUPE SION OF: - 1 - OF r__ a> WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FROM - LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE CITY CHECKED DRAWING NO. OF RANCHO CUCAMONGA OR THE ENGINEER. SD *C* GEO A. LEN DATE 1701 +. TWO WORKING DAYS BEFORE YOU DIG R.C.E. No. 45920 EXP. DATE 12 31 2002 --- __ �. AN" - ,�3LNr I,4VA0k- AT 14t NW COPNIM f* VINEYARD AVE. AND tOOt}U BLVD., BRASS DISK ON TOP CURB ON THE NORttt END I ' I SAN BERNARDINO COUNTY STAMPED _ I , _, : i 31.43 31.4 _ -- -- . - i a -• - :-- . _ --_ -- - -- _ a ; - - - �- -+ - - --i--_ --__. - _ 1 w_. i , :_. - - - - - -+- - - - ._. - - - - I--- --I -- - -� - -- - - --- ___1 -_ - - - _- SURVEYOR 1970 BM 7-24, : I f { { i . I I I PROPOSEp I I . i !1 i i : I , i !. I . t I { APP : : I I i I I I I I ! i i I ELEV. 1231 927 BM 7 B , { i i N i . ' i I I i ! 1 . 1 i ao U I I ( , # t ! 1 1 ? TFtAMsmoN { I -�- - - _ _ ' -�. _ _ 1 _. _ _ _. - __ - - - - _ -_- --- I --1.- -•- U c0 - - - -- - - 1 - - � - - - �._ - - -- 1 -- - -_� - -� - - --T --- _ _. .__ _ - - _ - --�- -- -- T -I - --- _1 J O { ; U 1 �4-- I •� N U i ' ' a o id g I w i 0O 1 I } PORTION ,�00� 60.96bM :Y.C. ! a I 1 .7 1 M - 1 1 I i , I o N I N `. ' ` $N A �_� U � , ~o v cv : I ci P.I.: 17+75.00 ; El. 1233.44 ! cd� � 6 ( 6 6 ) f 1 i } z m �; e,, f j � N •� I~ .+- �, ^ m - POP: T.�. N L M � . ; , ? (3 Lnti; j , I . ! 1 i 1 � . , _ , -- • W :D C-4 I IN `�00 117 m ^ . f m �� N� �T /T /� i I i f m U.-v I i + 1 N tp in A op I C.F. C � I p p �f i.7 N t- C� 1 t t ; , I i i ♦ N N 8' N �fv p V ( y I __ fy n i f i ( 1 OMM _ J .� n m �__�. , 1 + " �_ ad - A -- - _. - • - .- - - - -- - _, I i - . n. 1 p V M i + 9 J I OQ i ^ O^ 0 I = � I O^1� i- N tiCT --�- 1 I ! ' I 1+ �Q . _.+..- -a {_-* - -4.-- + + .._ +- "F N'-i N 1 00 �r! $ t�.^ ..�,.1._ 3 CO N I ._.-« -'^-A.-,-.. _, y� __ -+., _ .._. �.--�,_... . 1235 LT: TC T _;fiNAL �_l_ _ ^� + �, �, �� -�= fi o N n 2`35 . 1 X35 LT. TC 0.560X I � ,-i; -' + ` r:r r.co r� + i i i , cnn + wV�i +'- N N to '' -L I i (376.428M) I i r 11l•) ^- N �- M �N w �r' N€ ^ { } i J. . g 00 E{ N q -+11 LO S �+ t Brei n 0i N I (376.428M) N 1 '�, �•► ! , , , - a, .r > O ^ V r••'n ; 'f!+ CN + i i i I i , 1 i ; + "� N ; I $ m N .t M 0.600 ao Ln A � i , N i + N > r �,. + I . i _ N N a i , - + :- d 1 * I - i -- 1 �Q l -. N . LJ ✓ i i O! _ 1 Ii 1 _ - - - - - �- --�- - ._, .- ; l 1 a i r 1 .- - - 1 S N PREF. F.L. `° $ I 1 i 1 j f N �+' i o, °° 62• N OF CJL g o t + m N � $ g N g °,.°• g �0 0.9009 I t ! I t t i I ; 1 ♦ 12.192M)cc { $ -- + N ,} ^ g ry ^ u� cv °€ I i i r 1 2 0 L . TC ? . (t2.182M + P + • N g �, � , 1245L -- - - i ? i _ 18.8ssM + I s ri + � 1230 LT. TC I - j _ N 40 V.C. 40' V.C. in r ) so N I,-o - r- + N + N § ►4i w -0.970x * I , (374.904M) ro �o � { I PNC=1234.33 _ i i ' + + I ; a0 +'� N ; �I 1 % i I 374.904M i C)o � ^ 1 PNC-123372 u� 1200 160.960 V.C. + $ I a ` ) I I - I t + Cn r'1 d; .D i ,_ ; i 4e 1 - / !> « ^ , . .. 1 .. _ ..-} - -. -.. y I W3 . . _ 1 : .. _ i _ < { I•. .. __ _-_.}_---L- - -?--- - - ----- _ _J-.. : - --- I I _ �, -+ N �` i ,�; ,< �i f P.L: 17+75.00 ; EI.: 1232.01 * 9 i }} i . . x.18%} - N,� M . ,`n `n i � rn W o0 I i _+ ___ . ` (-4.70%) _ (_It 1 ^E „+,N ! + N "' + "-) i z g � ,; t t (5+41.02M) I .. { 1 ; f j � , ---_ , -- ( (OIO2%) '�Q : cs, _;J v ` { + o,n . I , . i , 1 . i , :_ - -t - --. --1- , _. � ._ + - -- I \_ l __. - ..1. i I Q.V J ,JQ Q o N N I j t 1 3 E.P.- _ _n_ �.{ .,.___ , .ZL_ - ^-�-�- N __a_ -� a_ _ �_;_ . _ -_ - ._�_ « _�- 12'35 1 35 E.P ^� i i : 1 376.428M . + , 1 . -. t - IN P -- 1 -- ( o.saz} _ -i0.5 ; _ N i 376.428M _ - - - - - - - J - - --- - :- 1 ;I I I 44 bF C.L. i ' ° (-0.8470 + N j r I CO ; \ / i : � 1 1 I �' 13.564M I I - -- (1:0401�7 + N 1 o E\ � { 0) , i i - i I 1 . I _ j i i o _ « I --+- 3z I { { - - - - - 1-- - - - 1235 SLY MEDIAf� tC ? cy) 1 -11235 :NLY EDEA 'C . i I L I 17 V) I � 1 Off• I I ' i TOP 0 LY EDIA B ; FN NCR -` , �i 10 : , � 1 M I I I i I , i 245 T� , I 1 ( . i I (S74.904M) j i . i r . I , , I i ! « � ; N . < I t E�(I Ol1Nd I ! I { ' 1 + I C CJ - + N I <> . .- � « -C14� . f i 4 1 i i i -- _ - _ - - __ .. _ _. - a _ - - 10% ,- - 0.1 d� i + `V + N 1 , o' ,6 `� o N ! ® C.�. 1 I In { i I II j I 1 4 _ __ - -- ( �� (�0.38q) - p.7 + �, ,n a � j r� , i { i I 1 l i , I - -__ 4 °) j-jn.54% d - + �" + C, , `� I o L UD - i ---+ `4. I 5 �r + cp _. �/ : -- i ; o v 1 1 i . (. - r N _._� M ; v ao - . r - __ _ - _ _ __ 1 I i - - -. - - - - -- _ �_- _ o f-YT ij) + �y +._� 1 +_ .i i 1 l - l -- - 1- - a 1 J 1 -1- - - -' -� i - -- - + - i ) ( (3.54 } 1 U { -' -- N r7 o i , 7 N ,] ...A _1...._..t. _. .....t._.r_.___,�._-,_ ,4•-__ -.! -., ._� _ .1.." _ ...-... .-_.. _-_ - ---_....._. __ _.. _. _.. .,�._.. 1.. +- "I 1235--C.L. .-� �� _` - _- -- - _ : -yam I /��(�g ^ y\ �GT TL/�-- ! •- -...y .... ♦- . _._#_�. ., .. _.; _.< <„. _4.. _....... e.- ..-.. ... 1 .-1 4.` k VI,.�O I�8 ._.... i -•-•. I i---•- V 1_ V - -' ` -_ f _ - + CV I 1 3 t 1 .(376.428M) . N I i (n.ld�) + N i~ - ( 7fiI .428M j , , . 1 1 b.6 9% 1 ! 1 4 , --� (li.3 r + N I +,M ?n L I a I I I , : } I ; 1 �- 0.144% _ i i I _ . , , 1 � , 1 , J __ -1 --.-- -- -- -i_ .- -- -- - . _. , . . - . _a . - - - - - - - - -- - -_ _ _ _ __ # - -1 - --I- ---�- - -}- - - - T- -- : d - �____�__ _i I i I I O V (- .13 4� N j ' . 1235 S'LY MEDIAN TC ? ,� 1 ) -2.03�)� ; 1 X35 S LIFDIAN �'C I , , I I 1 . . , I . I • . i < , , . I . . 1 , . , - _1 , d . . i . • . _ . , . i _� -._.: _J : 3 _ ._; _ - . i _ -1 1 f i U I . � _o ! I - i j TOPI OF S��Y MEDIAN CURB Z' ` rn cv I I I j i • . L . : 1 74 4M O 0 M i ( ) i 1 _ 1 I i . I I ; I I I _ , PROFILE_ SCALE: . l 1 i - i - ' i I { { 1 t i l { i I f 1 1 1 1 I _ A I ; I i � E CA E: I co I { i ' j HORIZ: 1"=40' 1 1 _ g}30.0 - _ { 1 . 1 , 1 1 1 I } P�L�1Z35.d� I II ; I i- - - � - - L --- i - VERT 1" 4' ___ _- { 1 I i i _ I I i I i t ; 12 + 00 � 13 + 00 14+ 00 ( 16 + 00 17 + 00 18+ 00 19 + 00 20 +00 (25.4MM=12.192M (,3 + 65. 760M) ��(3 + 96 . 240M) (4 + 26 . 720M) 1 �( 4 + 57 . 200M ) (4 + 87 . 680M ) (5 + 18 . 1 60M) (5 + 48 . 640M (5 + 79 . 1 (25.4MM=1.219M) 20M) (6 +09 . 600M) U w � w� r. �t TRANSITION EDGE OF PAVEMENT �z o z 2 19 2 0 0 .wT 19 3 2 � >m c� a U - �^ 0 U o /FROM 48 ((14.630M) LEFT TO a- o U� ,a U - cn 9 PAD B Q r- r cn ~ � En F r\, E� 62' (18.898M) LEFT OF C/L o7U m m F^ 0 � � _3 PAD A wZ �0- m �0 3� x�► v U a 2,500 sq.ft. f- °) � � °?N o a rn� o,f d:� m a)'? it o u-a rn co rn O ^ f N ��pN w z °D U^ p� - ►- CONC. SIDEWALK FOR BUS STOP �*r` r` '`� N oo d;r, U 0)"j En CO 'ROPOSED BRIDGE EXTENSION z fir~o - , ��0000 3,500 sq t. 00m r-K) rno0 �I �� a ;n N o 4 . o n � c� c0� W �0 00 7 LOcn00-*to O Q EXACT LOCATION TO BE cy) + + M `f' +c° rN En �` ori + _ 'ER BRIDGE DESIGN PLANS Z� Nm�a iri "t ,Iq 0 + o UDILOLr W)o N� �ri� + + wN� Q�- N 00 M� Nor 00°) 'n DETERMINED IN FIELD °� �' E i N E� + N� oo;n � + + rn T Q> N p j 0 li + O) M c0 E7 ,+ M NN N N + + N r- �� U,_ro 00 F- O In o cD +1717 M O + ��- . r En U EC) N . 00 mo r 3U+- O N � N� .-__ �_ Wx + + r7 r` I�NNNN + � .- � W 11 • w 0= - - Nv ° 3 50' PARKING SETBACK ; ( + U- I - ^� } 2'' I `MO UM NT 5 N PROPOS E311S - N %� . 1 __ i�6�u 0�..._ P `1` �o (33.491 M) R/VH 925M HU T n o ./% i, C - - I 150 � w N 5�2'.�3 1 (16.392M +� I� `" 2.743M ; _ _(148 } . ..' 123 .79 C 1� II A `� _ d o 12.20' o i__ �, _ ; f s r_, - i II 1 L ( ) (45.721 w (3. 9 31 `III ,J v. 3) _ __ _ } 1L 3 2 - u) ' � �' '%,*.I I", I ��l 1\ I I - i� - --LL - - �'a�, J �,»>✓ _ J_ -- �- 2 ,i _ � �+, ,. _-.a -u..,.. - /} _ 1 f -- H -- - Y - 4 _ _ _ _.. - - -( . I ;to - _ U - - - --- - - 4LZ. - - . - ,,.,._,.. _ , _ . . ..., - -- -. -� ----�.g r _ J } I - __ _ -- - -- i - _ , ` . / 1 0 FOO `P _ v E E �; ,_ , . - . I .M� FROM Nd N F AL . t �. r. {- �, . i 6�0 pp - _ PAVEu. NT ON THE SOUTH SIDE OF THE MEDIAN UNLESS ARE L_� ._._�__ �,... ---- -- -_.. -- --.. - - __. _ EXISTfNG GE i_ , - - �-~ -- � '" ", - �-- W) app' L N T WITH + a1 1 r 1 7 o I ;n 1 -SAWCUI LINE 1 d ,� `1 1j'LINE A 2 EXI Ti�IG AT IN p �j$ G/ CONSTRUCTED W:1 THE DEVELOPMENT OF CUP 95-25 LOCATED AT THE SOUTH WEST CORNER N 0f PAVEMEfTT�13 18 / � . y4,Y Cf.1j L1Nl / / - -� PROPOSED WATER o, r, � y� Q, � E I' I { C CN BAS TO � 8• -STORM DRAIN LINE SHOULD BE SHIFTED TO THE NORTHERLY SIDE OF FOOTHILL BLVD. IF i� � % �� i S -` ' 1 12 - BE RELOCATED PER STORM 6 -.' ---- - '"� // !', t`% ' / - /�I X• R 4 E� "�' ,-� � SAWCUT UNE a0 `" 18 1 RA �� •28�M) CUP 95- 25 SHOULD DEVELOP AND FRONTAGE IMPROVEMENT BE CONSTRUCTED FIRST. (G) 1 ;"� ;:,�� ,, �� ,, /� .: / <% " �L- S89 58'08 E 230:03 - _ -- -- -- -- - ---- 8� SEE BLOW-UP N ,�•1 DRAIN PLANS 0 DELA►L ON SHEET 5 ; ,, ., ;; %,:,, , , w t;' ; /%, ' �%� '/ �� '14 E -- - , . l __ i �/ ' /i N86'S3 n A � .. NVQ U6 t .E.._ 1�Q., . • .,I ���: �� , <r�y�f. - - _-: - - - _ _ -_ N ,.,�, , , _ , � , 17+00 ., , r' _. -, ,_�r'`I., - _r.m F,,,. ._.,._, ., �c nr} 106 j 17+SL -� 8+�� '1 \\ - �. _. - 21+W x 1 - - -c!- + ----- -- -----f __--_-- --- -- - I , . ,, - _-- - . -- - - --------- - --- �k - - - I -- - - - 1 - - - - - _ j-� I ,, ,, PROPOSE MEDIANy � �T � 9+00 2 0 -+ + 5+�$4 . 40M -J-i �- + + - -T (3+65.760M) N 89"56'36"W (3+36�2�oM)I v (4+26.720M) ----. (4+87.680M) (4+57.200M) N 9'58 06"W (5+18.160M) _ _ 568. 5 (5+79. 2 6 .1600 (6+40.080M) T / n SAWCUT LINE (173.2 4M) 3 i LINE/CURVE DATA TABLE w l 1 -' - ` - ------- - -- _ _ n` - - LENGTH - _ __ __ __ _. --- 0. BEARING/DELTA RADIUSTANGENT - _ -- 1 EX. EDGE - - _ -- N __ .r - --- - -_ �yy) --- - pf` 1�A�fEME (w)-- - - - �W) A 180'00'00" 2.00' 6.28' - i - . EE�` _ 1 SEE TRAFFIC SIGNAL - - _-- _- 4" - - .- -_ �-- __� Q-,, T_ _ .__ _._- _ _ _ 7_____- _ �._ __. -__-- -. __ -.__._ __. ___ _.v.._ - `�` __- _- = OF ASPHALT - - - -` - - PLAN FOR RELOCA`nON - 1 19n 00,00" 0.5' 1.57' --- � : t '�` r - -- - - - -- - 1 � -- -__ -- �, - - t _ _ x - - - - - - OF ALL SIGNALS AND 4R -- 1 1 i I1 1 14.50' 30.35' 15.27' k� a `� APPURTENANCES (TYP.) -- 3+a5.03M ` 253+96.02M� 1 k - -_- -- -to. 10+ .75 C=Stj, 833+20. 8 Fac. f Im _ k U �o k " 13 1 90'00 58" 35 00' 54.99' 35.01' -Sto. 1 1+ 2.12 Prop. Sb. Imp. Plan z 0sk, 8 AC BERM i _ -- c 89'59'02" 20.00' 31.41' 19.99' (3+60.31M) - _ -- -1 90'02'30" 20.00' 31.43' 20.01' I -�. �- -...�F 6 i� - - - - *.- r I- (W1 - _ ­­-- - - ' �� m � R/W cr . cr . , . U - 55'17'29" ___ 00= 14.48' 7.86' I cn o- PROP. STRIPING 0 V) m = 1 �3 . m Q v 1 :.:,;� } m t. _ •• a coo �, ROPOSED EDGE o - - jI F �aPER STRIPING PLANS U U F 04" 25._0_0'_ 37' W N r~ I Q V OF PAVEMENT _ _� w __ r FUTURE Ct1R8 z Q - j 19'51 8 66' 4 w w a SEE STORM DRAIN NOTES: M o co En w °Cog F 0� � - VACANT BY OTHERS � z a Z / I 05'48'45" �79.00' 30.13' 15.08' ,n$ V)z o It 0 z � % w (1275MM) w • Q Q PLANS FOR DETAILS 1 _ 1. THERE IS NOT ENOUGH GRADING TO IMPAC C z 'm m "?* Q 3 ~ Z o^ ,0 Z m ,�Z Q Z a E N PROP. 51 " RCP Q w mw Z mw w m FLOOD CONTROL DISTRICT FACILITIES 00 + Z5 �n ►'� + J i 0 w o a o a 2 m 7 w z + + o Q ^°° Q w o w ao STORM DRAIN o ±. N w N `t � 0 � a � a U � � � � PER STORM �W) r`V) In I ;-. 2. ALL EXISTING LANDSCAPING ON NORTH SIDS-' H)GE U =E w z , v °i O I-- U `n a 0 �o 0z In N En z "' z N a v , IS TO BE REPLACED IN KIND O Zoo = N 00� � Q m � o� DRAIN PLANS o X 00(0 w N w 3 ►-w N o z F- co _ o cn o - co 10, cn z F- N En N Z Q aD W E'7 w tD GO; , N S �t CITY m V) t ON cD� wo- (36.576M) + + o a ++ o> - + + + + 0D oo No. DESCRIPTION OF REVISION DATE 0 o 0 r� + vc0 O w U U.)11 z.< Z ,n oo g 0 0) g + w APPROVED w � + UN �`r' �3�� 120 0 ..rWa 0010 �� a v� � � � � (M) DENOTES METRIC MEASUREMENT IN METERS UNLESS ,t Ln N -' OTHERWISE SHOWN cn Z CITY OF RANCHO CUCAMONGA a 11 CONSTRUCT CONCRETE LOCAL DEPRESSION CASE E PER CALTRANS STDS. AND CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO 307 N, THE EXISTENCE AND LOCATION OF ANY UNDEPrPnUND UTILITY PIPES, CONSTRMMTION NOTES 12 REMOVE EXISTING CONCRETE CURB AND GUTTER, Q. STREET IMPROVEMENT PLANS CONDUITS, OR STRUCTURES SHOWN ON THESE PIANS ARE OBTAINED BY A Oj CONSTRUCT 5' THICK A.C. PAVEMENT OVER 6" THICK CRUSHED AGGREGATE BASE. PER CALTRANS STD. SPECS. N SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE, 13 SAWCUT AND REMOVE EXISTING A.C. PAVEMENT AND RECONSTRUCT FUU DEPTH PAVEMENT. o� THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. (102MM) FOOTHILL BOULEVARD THE CONTRACTOR IS REOUIREO TO TAKE DI_IF PRECAt1T�nNARY MEASURES To O2 CONSTRUCT 4' THICK P.C.C. CONCRETE SIDEWALK PER CAI-TRANS STANDARD SPICIFlCATIONS 14 REMOVE EXISTING CONCRETE SIDEWALK. a PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD (1 MMM) (200MM) 3+94.719M) 6+09.600M) c OR NOT SHOWN ON THESE DRAWINGS. IT SHALL BE THE CONTRACTORS 3 CONSTRUCT 4- THICK P.C.C. CONCRETE ACCESS RAMP PER CALTRANS STANDARD PLAN NO. N8-B, CASE E 15 CONSTRUC?T 8" THICK P.C.C. CONCRETE DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA DRAWING N0. 101 TYPE "C" - N RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES nP STE:�L_IrTI_IRES 0 (WIDTH INDICATED ON PLAN). Ili STA. 1 + 95 . 01 TO STA. 2 -+- 00 . 00 Under round Service Alert CONCERNED BEFORE STARTING WORK CONTRACTOR FURTHER ASSUMES ALL 0 (IOOMM) 16 REMOVE AND RELOCATE EXISITING GUARDRAIL AND POSTS PER CALTRANS STDS. ����- ~ LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND UTILIT'� FIPE 4 CONSTRUCT 6 TYPE Al-6 CONCRETE CURB PER CALTRANS STANDARD PLAN NO. N8-A . ��,: - Civil t` Ai �,�v�F`. B -, �- Z CONDUITS, OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. (20OMM) 17 EXISTING POWER POLE TO BE RELOCATED UNDERGROUND BY OTHERS. � � r �(�1 L' DATE -r 5 CONSTRUCT 8 TYPE A2-8 CONCRETE CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 104. O / 13.716M) 0.914M) ��eorge A. Lenfestey r CITY ENGINEER - - - �I- ; R.C.E. NOr24953 00 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE PESPON .IBIL ITY FOR JOB 0 18 CONSTRUCT MEDIAN CURB FLARE P R ( = ( _ � zu o Call. TOIL FREE O E Cm' OF RANCHO CUCAMONGA STANDARD DWG. N0. 109 (L-45 , W 3 }. No. 45920 ,E 'W;NEco MND "' SITE CONDITIONS DURING THE COURSE OF CON,T RUCTION OF THI PRnJECT, © CONSTRUCT CONCRETE CROSS GUTTER AND SPANDREL PER CALTRANS SIDS. AND ,� K.E 11 H I N 1 E R N AT I 0 N A L, INC INC. 1111. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SPANDREL PER CALTRANS SIDS. AND CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 106-A 19 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA STANDARD DWG. N0. 107-B. Exp.lz-3l-oz K.-Y. 22690 CACTUS AVE, SUITE 300 � S� Q 1 -800 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITE[) TO NORMAL (7.3151y1} MORENO VALLEY, CA 92553 - � �( 422-4133 WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND 7 CONSTRUCT MEDIAN TAPER PER CALTRANS TABLE 7-405.5. MODIFIED FOR W=24 , ALL OFFSETS DOUBLED . 21 CONSTRUCT STREET LIGHT PER CITY OF RANCHO CUCAMONGA STANDARDS 16000 LUMEN Wmi 8' MAST ARM AS NOTED 9, - DRAWN SHEET o f `v HOLD THE OWNER, THE CITY OF RANCHO CUCAMONGA AND THE ENGINEER 0 2.438M) ( ) ( ) ov CAL\F (909) 653-0234 11 111 HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALIFGFD IN CONNECTION 8 CONSTRUCT 8' WIDE BUS BAY AND RIGHT TURN LANE PER CALTRANS STANDARDS AND CITY OF RANCHO CUCAMONGA STD. DNG. 119 22 ADJUST EXIST. M.H. TO GRADE - j•D. PREPARED FR OF: _2_OF� - - WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FROM (5.639M) <% 017 /19 0 LIABILITY ARISING FROM THE SOLE NEGLIGENCE Of THE OWNER, THE CITY O CONSTRUCT 18.5' WIDE RIGHT TURN LANE PER CALTRANS STDS. AND CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 119. 23 REMOVE / RELOCATE EXISTING FENCE TO NEW LOCATION AS SHOWN. CHECKED - DRAWING No. SD - 1 - R.C.E. No. 45920 .ITE 12 31 1998 TWO WORKING DAYS BEFORE YOU DIG OF RANCHO CUCAMONGA OR THE ENGINEER 31 CONSTRUCT 8• CURB AND GUTTER PER CALTRANS STANDARD PLAN N0. N8-A, TYPE A2-8. D.C. GEORG DATE 1 70 �� E�v 7- o.r- 7,�, -_ • 4 R -ter BLNCHMARK.: AT THE,NW CORNER Of VINEYARD AVE. AND FOMILL BLVQ., BRASS bISK ON TOP CURB ON NORTH END OF CURB RETURN. STAMPED SAN ! : ! I - - - - - - BERNARDINO COUNTY SURVEYOR 147013M 17-24. bd r ' I TTT { T I ELEV. 1231.927 BM #17-8 I I 1 I fi 8 I I ► �PfO wE TEIRL + ! I ! 11ar opo .♦1 - — - -- - l__ ROP. WE RY + N { of + I I } i p� ; ' j .0 N I I + N N 1 K7 t I I ' i g - - — - - - I I —t51 z I ! 1 I ! -r7 f ; I W } { i j I I l I i I I j �f 04 I i N I ! I i 1 1� 1-Y f I N • II � N r J t i 1 � ; m f Cli !Y I.li ^ N N ' 1235-`-�T:--�T I w 0k. ► N m , I , + o o ^ 4 fi51'. T I � , I NII I ' } rn 1 1 M co ! , I h u •� i -I i _ - j { N I _ - i : }} I ! , I I t 1 1 1 _ � - 1 M N I �- I - - 1 55 E.t. TC A -- 1 �y, 1_ i toI -4i •Q ! - - I + � N i i O i ; u> N ! I N D V I I I I O i + 100 i Cil — .+ - — — — - — — - - - - - - I �� N i — — --` -- - -- --} - I I i � I N I N � .1 � } , I I i I , � ' 2 � i- -�P i —1 I t N r� I t\ I l�(• / - - i + CV i e I Cr) o �6pa 65-I ' N I N i I : i i cD i : i 4� 13 I I I N m I 1 N I + N 2 e� � I ' C I f + + I ! 1 } J e 0 - 20' L.L m 1 v c Fa f O7 { I fi -�- j ' 1 Iluo + `R ; } rn I241 lA i I 1 f� ; I I ` I Lo N j �3 P. — - - _ _ -�- -- EX r-- _ u ! N � i 0 t I i 4 I I I i J I t f t I z C=) t 1 { — ! 1 ''� ! t �i i p►� i 'S�-']� � I \� I } � + 00 r 1!� � CD , y T t ` 1 ! � I ` i 1 000 j } f I I t i i � .., E ST� P � � , + • ; ! ! p - - - I I tt l I ! i I No r ! --�- N `t 4235 J ! M N .L. I I � i I 0 a I �1 1PN/EMENT ;yds ty� I EXIST { + �; I ? +- 1 N EY 1 (�D _ ! ! I ® 5UV ,C/L 1 , N _ , •;i - - -- --+- cV ` 1 1 I I i , I � > 2 + 0C i I ? I I 1 °° j I , i I ,: I i I - �-- - - - - -1 - - - I , I I 1 - -�— - - - i _ - 1 - l I - -•- i - - - i i- - - f- PAVEMENT - E ISY _ • I I i - - - - IS`E r I -- - - - - - - -- - I -- - ---� E A�/EME PROFILE SCALE: C/LI I j I HORIZ: 1"_4 . 1"=40 VERT: 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31 +00 32+00 33+00 m 34+00 35+00 36+00 11 15 V o ~ � o o m � t 11 `'' o �' 21 + Cq N N tomU-i ^ r- Q00 21 U + V � U O M °A N N m - �7 F— + J- H H- rA o9 C> [D C14 ?I) C+ dJON° a^i `1 � � 21 � � � �� + m 21 0+00 � � W c�Zv' w wZo - SCALE: 1 " - 40' rn 4 11 X O� � w w LINE A-3 N `O C6 a ,� m m SEE TRAFFIC SIGNAL PLAN FOR SEE STORM DRAIN PLANS + ~ a' I-n + 00 o `f' c � c� 1p o6 Va RELOCATION OF ALL SIGNALS INE A-2 ' " � I ,;, '� LO to do APPURTENANCES (TYP.) SEE STORM DRAIN PLANS UNE A-4 370 + Z n 00 i i z SEE STORM DRAIN PLANS oD � o W w `" ``' FOR IMPROVEMENTS 3 3 N � m v } } \ UNE I I! I 4 ' '1 1 f ! if 11 , ,ul: I Irl' >..- ' � ' I � ,I . . � /i �I �1 � I !'� / � I I I I'' 72 I J �C 5�1' TC y �� - Pf20P. R�'MI o �! h I! / ..r ...� � ,� 1 1M�NUME SIGNI� A 12 I 1 i ; EC ROP. h- \ ELL TYP.R/W ' lil l . It.I + SEE TRAFFIC SIGNAL I - - r 6 T �; r : 3 RELOCATION } OFALLAND • L_ a - ..a', i . ;. ► __ _ . _. _ .n - __. __.__ - Q f 1 APPURTENANCES (TYP) _ - - - - - 8" AC BERM 12 - _ _ ___ ___ _ r.-, _ _ o E e I I 6 5 5 A / 1 = 0 1 9 - NA C ! - � .GL/ /// �? B ° ,- - `r' - � - , .<��` .+•17.41 C EYAR I f , 1 �, 26 .� °�° C - - __ 12 L SAN B -- - - 1 .,.. _ � ) � i.-±----_._ _. - �a-,.,,<•�,�-t i/ 'L: 'J/ .e 4 '/L/+c�•%+rlll 'L// <�+'+.V+-.�, it - - — — _ _ 9 X. K �; - b 3 3+ �EX. CURB do GUTTER 1 C3,} 12 25 �w _ =_ _;,i-A ^� -�- - ___ 23 sAwCu1 LINES U SawCUT LINL�/ r, �' _ _ �•-. ✓� 25 13 25 , , �„ 24'04 12 26 5 22 13 1 1 7 12 S A• M F:t{ 2 +00 `� 2 00 29+00 --� (-3�SU 1 00 �G� 32+00 33+00 (G) li 34+00 _» I I _ { _26 tl _7I �_. N 00'n0 54 E co - . $ C gam- (c) - - --,\� �G) "' ` .lr., ,', +,48.5 �N pl'N11~l. I - \ `' �� JI 00.00 : I �. - - - _ 1. - {- •J 1 ,. r : • AV r t ti S4- -4, - .} I .1 r•R -__{ ^— .� .l.� 41 , LINE/CURVE DATA TABLE NO. BEARING/DELTA RADIUS LENGTH TANGENT Q, A 90'00'58' 35.00' 54.99' 35,01' CONSTRUCTION NOTES B 90'00'00" 20.00' 31.42' 20.00' C 34'16'21" 53.27' 31.87' 16.43' 14 REMOVE EXISTING CONCRETE SIDEWALK. .- - - 01 CONSTRUCT 5" THICK A.C. PAVEMENT OVER 6" THICK CRUSHED AGGREGATE BASE. " " " N o. DESCRIPTION OF REVISION DATE CITY D 12'46'10" 700.00' 156.01' 78.33' 15 CONSTRUCT 8 THICK P.C.C. CONCRETE DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA DRAWING NO. 101 TYPE C APPROVED E 8'56'39" 672.50 104.98' 52.60' 2 CONSTRUCT 4" THICK P.C.C. CONCRETE SIDEWALK. F 79'31'35' 35.00' 48,58' 29.12' (WIDTH INDICATED ON PIAN). *T 3 O3 CONSTRUCT 4" THICK P.C.C. CONCRETE ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 102. 16 REMOVE AND RELOCATE EXISITING GUARDRAIL AND POSTS PER CALTRANS SIDS. CITY OF RANCHO CUCAMONGA - o 0 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, ® CONSTRUCT 6" TYPE A1-6 CONCRETE CURB PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 104. 17 EXISTING POWER POLE TO BE RELOCATED/UNDERGROUND BY OTHERS. CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A STREET IMPROVEMENT PLANS N SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, O5 CONSTRUCT 8" TYPE A2-8 CONCRETE CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 104. 18 CONSTRUCT MEDIAN CURB FLARE PER CITY OF RANCHO CUCAMONGA STANDARD DWG. NO. 109 (L=45', W=3'). THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. VINEYARD AVENUE THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO © CONSTRUCT CONCRETE CROSS GUTTER AND SPANDREL PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 106-A. 19 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA STANDARD DWG. N0. 107-8. z PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD • OR NOT SHOWN ON THESE DRAWINGS. IT SHALL BE THE CONTRACTORS O7 CONSTRUCT MEDIAN TAPER PER CALTRANS TABLE 7-405.5. 21 CONSTRUCT STREET LIGHT PER CITY OF RANCHO CUCAMONGA STANDARDS (16000 LUMEN) WITH 8' MAST ARM AS NOTED. �OFESS/O1,, STA. 26 +48 .58 TO STA. 35 + 17.41 N RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES N Underground Service Alert CONCERNED BEFORE STARTING WORK. CONTRACTOR FURTHER ASSUMES ALL O O Civil LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND UTILITY PIPES, 8 CONSTRUCT 8 WIDE BUS BAY AND RIGHT TURN LANE PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 119. 22 ADJUST EX. M.H. TO GRADE APPROVED BY 15l n CONDUITS, OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. I , �/ ) � DATE � r �p O9 CONSTRUCT 18.5' WIDE RIGHT TURN LANE PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 119. 23 ADJUST W.M. TO GRADE orge A, Imfestey CITY ENGINEER ��• - / R.C.E. Nt 24953 • , Call: TOLL rI1� CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPONSIBILITY FOR JOB No 45824 rn SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, O O DESIGN KEITH I N T E FAN AT I 0 N A L INC. Ro N INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS 11 CONSTRUCT CONCRETE LOCAL DEPRESSION CASE E PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 307. 24 REMOVE EX. CHAIN LINK FENCE Eip.12-31-02 K Y, TH I CACTUS AVE SUITE 300 rn 1 -800 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL ' o WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND 12 REMOVE EXISTING CONCRETE CURB AND GUTTER. 25 REMOVE EX. CATCH BASIN 9�. P MORENO VALLEY, CA 92553 Q CALIF DRAWN 09) 653-0234 SHEET o 422-4133 HOLD THE OWNER, THE CITY OF RANCHO CUCAMONGA AND THE ENGINEER OF 111 HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION 13 SAW CUT AND REMOVE EXISTING A.C. PAVEMENT AND RECONSTRUCT FULL DEPTH PAVEMENT 26 RELOCATE ST. SIGN TO NEW LOCATION PREPARED THE OF: OF ' WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FROM q'fq LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE CITY 27 RELOCATE ST. LIGHT TO NEW LOCATION AS SHOWN PER TRAFFIC SIGNAL PLANCHECKED GEORGE A --- DRAWtNG NO. a TWO WORKING DAYS BEFORE YOU DIG OF RANCHO CUCAMONGA OR THE ENGINEER. FSD - 1 D.C. R.C.E. No. 459 EXP. DATE 12 31 2002 J 0! d BLNGHMARK: Al tHE NW Cts" 0t VMEYARb AVE.ANtl F001 u BLVD., BRASS DM ON 1O CLRB ON THE NORM W I i ! � � i OF CURB RETURN. STAMPED BERNARDINO COUNTY i I i I _.. - - -- -- - -- --- - - -- — -- - - - -— - SURVEYOR 1570 9M -24. lb7b - _ ..- - --- ._: M 1 + } + t + # t } I GD. 1231.927 BM X17-8 I 91.66 0. . 8T 28 O.C. 28.07 �64i • I I j ! _-.- i I Itm ( : O.C. aa C-4 LLJ LAI- �A%' c3 It 1 S v 1 Q Aj I j 8 PR00 T d. ILAY 1 I 1 i ; ; N i I t i t t i ♦ I I I { 8: .F f y i o _. - 1r ` i } 1 0.500X j I ! I I I I I I I + EX GROUND IN,Ly. CUR i SOoz .sox -4 Td Ll , I ; ; f f I , i ; ; i { i ' 1 : ! i i I i r N I i ; i I i i .o I I i I i i t� N I I ! N ( N I i } I i I ; 1 i w I I 1 55 L'f. TC { , m ! p I - -� 125 LLQ`. T { i I �� � I I { + # M t ' 1 1 g j 1 r i : ! I i g � � I � I r f � 1 i i 1 , � ♦ i r- N 1 i { i I �- �- —� oP r- - - : r ' N I ; , M i i 1 I oil p t + r : i i111 , i : i ! I : r � i : 1 ' ' f f I I I t ^ t I ; i _� 1 � + 1 -4 - � � 1 i t i r 1 : I f r , t { J i � � ; I � I , _t t I1 -; N i i N N '--' �lrt , Im SLY. CuI ! ! 1 , °>�tif- r r I � � I I g �1 l 1 I , N ! V; S I I i I i r : 1 , 8 POP. .C: L�'. � • . -� —�-- I— -�- - { i � � � i —1--- -�-- -�-- � —�--- � ! ; ♦ N I j 1 i , I 1 O N I ! f 8 , CSF. } �+ - : t 2,65 : '-0 500 - - -- -- --- - --- - - - — —�- - -- --- - --- -- --?-— - - --1- - - i r 1 65 RT. ; TC CJ C) -0.500 _ d i OO/y - w A I ; I , ; I } 10.ZIAN { 28' G 28. . i - —}—:— , + I i I i r : i I i r r i t: L t — - - — - -- • .._ .-- -- - -- - - II - - - - _- - 1 - 1 55 RT. TCi I i , } I 25 ;. T ; i i I i F I I i • I I I i I i , ; I I , i i i r i I i i f 1 r i i PROFILE A I i LE SC LE: 1 I I Lt w . HORIZ• 1 -40- - - _ - - - ; I ! VERT: 1 =8 I 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 SMP SIDEWALK gy RAMP 0 0 a �4' CL Of a O-N 0��0 4" THICK CONC. SIDEWALK m m o `` m m P� 8' THICK DRWY. PORTION w i m � Z mw i Z m 0��� P�� SECTION A—A Woy 8 v (o�� z �� �P�a�P�S In N.T.S. � � �3 N � V) $�N W N v �W N W N� im WD_ N � X � � �\ A A II a+i rnof ,r,� oc�fW � 3ofC `�3 ►N �� w � 3 �0 G 000 00 20 � cauj 03o c+.,cna c±aw r2 rio � 1 G' I` W . o �-No � ,5X Y1 ?70.2 a �I L-- I g \ \ \ ` �` '`� 8x MAX. 18% MAX. Q 1f6. 1, I c CON LIGHT r 20 _ r� 2,8 .* !' ,.�. r, 7, '.+; - i.�/ _ -t f�.� - _ -_ �--•- - SEE TRAFFIC SIGNAL PLAN - + 1 / 1U� ' '' z x FOR RELOCATION OF ALL SIGNALS a 1 n l / FX,/SF1Nt�, 1 ' n i i 12 / icr i i 5 t n i AND APPURTENANCES TYP — a, { Q _ r _ MODIFIED STANDARD 101 /TYPE R ED D D2 , to i i i SEE STANDARD PLAN FOR DETAIL NSHOWN HERE / 1 1 2 a_ -A 4 --- --, . _... � ._ _--" - �;a `, N.T.S. B 88' 7'20"W a 14 2 i N�,"�� i 40 IUP 1 1 ;.�r - ! �/W _ • •_ 04 22 3, _ a 30 5a E ;y x1 62 % � 1=XISt: bpOP. N'LY. R/W N'LY. R/W 82.5' 60' EXIST. EXIST. MONUMENT 62' PROP. N'LY. R/W PROP.R/W 40' R/W SURVEY 1 44.5' N LY. R/WW'LY40' 0.5' 15' 5' 1 44' 4' VARIES ( VARIES FROM EX. PAVM'T12.64'-21 TO REMAIN 4 13 I I I I I -d 23.8'1 t I I 4' 8' 2 7.5' I 9' 1 2 - -- - _ . _ _. 0.5'� 14.5' 6.5' VARIES 4' VARIES 0.5' 31 1 \�/� EXIST. PAVEMENT 1 12 20' SAWCUT & JOIN TO REMAIN 1 TYP. T1=7.0 R=65 2 f MOM- 2 Fn VEXIST. 5 � SAWCUT & JOIN EXIST. PAVEMENT PAVM'T. TO REMAIN TYPICAL SECTION 3t SAWCUT & JOIN FOOTHILL BLVD. TYP. STA. 12+92.00 TO STA. 14+31.45 TI=7.0 R=65 TI=7.0 R=65 N.T.S. TYPICAL SECTION TYPICAL SECTION EXIST. FOOTHILL BLVD. VINEYARD AVE. PROP. N'LY. R/W STA. 18+17.97 TO STA. 18+77.97 STA. 33+41 .49 TO STA. 34+70.67 N'LY. R/W 30' N.T.S. N.T.S. 91.5' I 70' I 44.5' EXIST. 0.5' 14.5' 6.5' 8' VARIES 4' VARIES PROP. N'LY. R/W N'LY. R/W EXIST. MONUMENT ' 29' • -�j 2' 1 4 1 VARIES PROP. W'LY. R/W SURVEY FL W'LY. R/W 2 ;: y 29� - Z 65.5' r- z j7 23.8'1 31 gg` 1 72' TYP. EXIST. I I VARIES a 21 ' 9' 8 = "SAWCUT & JOIN P VM' 14.5' 6.5' 4' VARIES MED VARIES x '1 A T. 0.5' w O TI=7.0 R=65 TYP. 9 4 MEDIAN VER z w I I , I I I DETAIL H EONYP.) 0 0 0.5. 14 5 46 TYPICAL SECTION 2 W 29; 2' 12 20' FOOTHILL BLVD. ..�, - - - - - STA. 14+31.45 TO STA. 15+09.89 31 \ EXIST. N.T.S. SAWCUT & JOIN PAVM'T. SAWCUT & JOIN�EXIST. PAVEMENT TI=7.0 R=65 5 1 TO REMAIN EXIT• TYPICAL SECTION HERRINGBONE BBRST PATTERN-ORION PROP. N LY. R/W #2 T1=7.0 R=65 N'LY. R/W FOOTHILL BLVD. 30' STA. 18+77.97 TO STA. 19+11.50 1" DEEP SAND BASE 915, N.T.S. TYPICAL SECTION 70' EXIST 4" THICK CONCRETE BASE VINEYARD AVE. 44.5' VARIES N'LY. R/W 1 _ STA. 27+45.61 TO STA. 31+65.47 0.5' 14.5' 6.5' VARIES 4 ' ME VARIES 32' MIN. MEDIAN CURB N.T.S. �� 4 VARIES FL 1 1 z Z 2 - I a 4, . ULTIMATE ' N'LY. R/W � S'LY. R/W 31 �8 �1 EXIST. 0 SAWCUT & JOIN PAVM'T. PROP. z w 33 33 TYP. STRIPING-, 0 0 TI=7.0 R=65 3 w PAVER INSTALLATION TYPICAL SECTION < < u . N.T.S. EXIST. 4.5' 6.5' 22' 22' 6.5' 4.5' FOOTHILL BLVD. 1 PAVM T. , STA. 15+09.89 TO STA. 18+17.97 - - 2 , T1-7.0 R-65 2%i 2 N.T.S. 3.159a � - TYPICAL SECTION -- CONSTRUCTION NOTES FOOTHILL BLVD. (EAST BOUND) 2 . . 1Aj`Y' " ...: g 2 STA. 12+60.00 TO STA. 16+90.00 5 = 5 O1 CONSTRUCT 5" THICK A.C. PAVEMENT OVER 6" THICK CRUSHED AGGREGATE BASE. N.T.S. 1A CONSTRUCT 4" THICK A.C. PAVEMENT OVER 4" THICK CRUSHED AGGREGATE BASE. T1=7.0 R=65 20 CONSTRUCT 4" THICK P.C.C. CONCRETE SIDEWALK. O _ YP 'B' Q CU O3 CONSTRUCT 4 THICK P.C.C. CONCRETE ACCESS RAMP PER CITY OF RANCHO CUCAMONGA 140 X. H 0 \ CL IPRG VALVE TYPICAL SECTION r TREE t`(4) EP FS A. C. I,=' St t j8. 51 W acv 234.181$ /1'L I RRG�YALVE ' SAN BERNARDINO RD. STANDARD DRAWING N0. 102. �-- 40 CONSTRUCT 6" TYPE A1-6 CONCRETE CURB PER CALTRANS STANDARD PLAN NO. N8-A � i 1 c 3. 4 Choi �z 15I NREE / U WIDEN[ CL EE C TR I I STA. 10+79.11 TO STA. 13+40.25 O5 CONSTRUCT 8" TYPE A2-8 CONCRETE CURB AND GUTTER PER CITY OF RANCHO UJ m 12 37. 83 w�; � F x x 1 w P DG PLANS. ;' i?3E. �a 4 1 F.; 71 I I N.T.S. EP FS A. C. i E S A. C. CUCAMONGA STANDARD DRAWING N0. 104. o 1237 40 '' ' N< �' 1 i- o UZ ® CONSTRUCT 8' WIDE BUS BAY AND RIGHT TURN LANE PER CALTRANS STANDARS. c IPRG VALVE 4 ;,' CL TREE 6' �� N - a c� iEz o '� Q nN 2as E � Lt F F� A.C._ \ {' «"r b '� IN SINK x U 12 REMOVE EXISTING CONCRETE CURB AND GUTTER. U_ f ? f O X r IRRG_.VALVEf EP FS A. C. RF°�, vrtlyl; J r 6 F 13 SAWCUT AND REMOVE EXIST. AC PAVEMENT. i 7. �t 1 T7 I �\'- L - O FS A. C. GA LOC PN(<, I n ? /�.IP FS A..� � - - rL �.._ � _ ,- ri i,� ti1. GAS - 3 _ ,�" c � A 16 REMOVE AND RELOCATE EXISITING GUARDRAIL AND POSTS PER CALTRANS SIDS. 1 s' o ; 1 z{8 38 E.. Fs A. C_, I�'7 i€? F: a n N - I i7 F A. C. 6 d� - 17 EXISTING POWER POLE TO BE RELOCATED UNDERGROUND BY OTHERS. 3 ,F'A. C. z PROPOSED _ ;;� r :E.E9U if f RELOCATED/UNDERGROUND EF FS_A, C._ rj TOP A C PF.FM + AC DIKE I {7 I EP FS A. C. z z a fn n F ' ,v - TOP A. C. BEEN :: ! u tJG 9ce 22 ADJUST EX. M.H. / VALVE COVER TO GRADE j c3B 16 EP FS A. C. a - GAS V V. CAF 4 t - -- FL A C. BF Rh' z��c ,. '3t by "L� 1� n _ Y` ; t�:, 3: T. '`.TS N E SCC TELE. M, H. 24 REMOVE RELOCATE IX. CHAIN UNK FENCE F CL I G _ - / \ 12 FS A. C. o TOE' D/V X �c��� a-• TC 12 " ` TUF A. 1. RE RM 4 7. - �! �I�?, 'I7 � F-r. ,-. ._ -_._. _ �,�-, -� A. C. BE t 1 I-- 1 4 `'nft430863�E 8 " CL SIGN_ 12_ 9 r t` 1,37 -0 - T tP 7. T}� �, .__ - ] .z �I NO LEF1 TURIJ P FS_A_C, 0CU 31 CONSTRUCT 8 CONC. CURB AND GUTTER PER CALTRANS STANDARD PLAN N0. N8-A, TYPE A2-8 -� z7 C. _ CI TY o-- 1 23 . 91 12'2 ' 6y a',_ .. z 1�T"^• L - > to r f No. DESCRIPTION OF REVISION DATE 32 RELOCATE IX. DROPINLET TO NEW LOCATION AS SHOWN. t c 1 e Q -- --- -- a`' ` `_ _.. 1� L?C 1c37. 30 A. C 3 R �� F A. C RE RM CURB FL APPROVED �Bl7TT[)M, P/X-X 1 '??. 11 FL-A._C_ BE:F °' _ aci TOF A C_ BE, 33 RELOCATE EX. TREE, CONTRACTOR TO COORDINATE RELOCATION WITH SBFCD PRIOR TO CONSTRUCTION t_{> >a - - - . EP F S-A.-�.. IP of GUTTER w w w W W N t 2t,. sQ 6 - N O t 37. a0 CUF'B FL 12.7. I __-GUTTER J =_, 1 t,e 3 t 23 Q CITY OF RANCHO CUCAMONGA `rt,7� 34 � zM �N Z NGA 34 RELOCATE IRRIGATION BOX TO NEW LOCATION AS SHOWN. CURB_FL lc'?' 24 Qin 176. 59 IzU �,,,, �, _. FL C. _BEEN [� 12??. 40 n . d`p o,,o o. 123c. �0 F L � � {1 � L �.� � `r `fit 3 a�o 0(n 35 CONST. AC DIKE PER CALTRANS STD A87 (TYPE A) I PROP. 16 WATER UNE n.v QN aru 0 M 0,ti - - - P A. C. Br"_ P_ -._ M �. tY N c,-• n- c: 5 3 1 i6. 4 4 pp 36 PROTECT EXISTING POWER RISER IN PLACE. . 2 `=5 ----1235.- --- CROSS SECTIONS- L I P F I PER WATER IMP. PLANS. F L 1 1 F L 68 p 13C6. 1 DF- - 0i 37 RELOCATE EX. TELEPHONE BOX TO NEW LOCATION AS SHOWN. ____ _ _ \ __.__ ---------------------- RELOCATE _ fes. �____ _�._ _ _ ---__ _._._-__ - - ... \--- _.___ - .___ _. .____� \ EX. 2-64 SUBDRAIN SYSTE( W A. C BERM LL BLVD VINEYARD AVE. _ . FOOTHI 39 EX. SUBDRAIN TYPEA M.H. CONTRACTOR TO PROTECT IN PLACE AND REPLACE IN KIND IF DAMAGED __. �� \_, II PROTECT 14,PLACE TEtF' a. c `' ERM FL 3 s_ x 0 \ f \ \ -..-- z 1. � �J SAN BERNARDINO ROAD. 00 ESS/ -- Underground Service Alert to APPROVE _ n T I I BLVD--,`� it 166t. oo D BY �( i^ DATE �_ u 1 ' ' �' ' _I I 7 __ A Lenfeat / CITY ENGINEER �� ��'�-�,`'(cc' ���- d.L u R.C.E. 'NO. -2 LEGE" _ __1 'e_ �' " Call: TOIL FREE -NOTES Tt7{L'ONTRACTOR:- � � No. �M KEITH INTERNATIONAL,T E R N AT I 0 N A L, INC. �T. DESIGN RE M EN o 1. CONTRACTOR TO PROTECT EXISTING SUBDRAIN SYSTEM Bcp.12-31-02 M.S. 22690 CACTUS AVE, SUITE 300 RECONSTRUCT WITH FULL DEPTH PAVEMENT "F 1 "800 BLOW-UP DETAIL IN PLACE DURING CONSTRUCTION. '� DRAWN MORENO VALLEY, CA 92553 SHEET00 422-4133 OF M\F (909) 653-0234 0 FOOTHILL BLVD, IMP. ® CUCAMONA CREEK BRIDGE D.H. �, oF: 5 of 7 ' 2. ITS THE CONTRACTOR RESPONSIBILITY TO REPLACE SAWCUT REMOVE EXISTING PAVEMENT 1 " = 20' 79 '� 1 RECONSTRUCT WITH FULL DEPTH PAVEMENT THE EXISTING SUBDRAIN SYSTEM IN KIND, IF DAMAGED. SD- 14. 1 CHECKED GE ORGE kfEN*6 DA� DRAW, lNo.TWO WORKING DAYS BEFORE YOU DIG RC.E. No. 45920 EXP. DATE 12 31 2002 - CL � � � 2, -1 124141 -rte I k��/ '' ! / / /� ,1241 33 / r r I a I L� _ ♦ �,y 55 i 0 1240.27 _ .1 N ' 123958 46 J23 _ o / - 4239.74 1239.64 ''a 3 •• Z Z 50 ` '/ -�� �. _.I - r - I I `; rl t 2:S in Z 1234 42 Ld J ( / 1241 40 - 1] G.NC , 7 „1239.50 f I F k - (.- 23 F,, \ 1 40.6 ' \ 5 I I �` l ✓/ _-� 1 I -C,\ t 23_ 3 \ .12 ASPNA-Zi 3 /_ i ♦� I " 121 .3 +J - I "P.24 FOO - - 1�',.4-F.: _ - BOULEVARD 1 A - - - .L __._--.... _. ._.. -. -�---ter--- --- - ASPH --- - --- - -- - - - -- -.-- - - 1236.fi7 _ ___ --,- 13`_•.55 _ �� x1234.__ _ 77 t 1 .- _- _ _ _ - -_S'_. _ .. _ _.. - _. ._ _ _ .. i } 5 CONSTRU CTION NOTE OD i -11 j i.''•IIi `. � '' r _"�,_� __ `y' _��- 1.'33 19 !' ' ! �J j' � -_. - "-�_/. a ,` _ I (,.--o ? � ' 79 - `1�-s DIRi 1 - , 1 ' \ � _ ,_ - OL I ,'� - T-- - -- ��� --- --= `- _ _ _`~• 2 _ `--+ 2 ?`�� �I-��'� / +.n``,,' = - O1 CONC. BARRIER PER CALTRANS STD. PIAN A-75A TYPE 5o ` - <r f \." INSTALL 3 3 c - - --- // TT j I' ` ✓'�J 1 �' ,,2�9.2s 3 I 9► #�;.- 2 INSTALL TRAFFIC COPIES PER CALTRANS STD. PHA � i �C C� S.;�R.�J CTI,ON Oi 1'33 ` �% t,.I '� X234.8" I " } Q 4 > ♦!' " t 6.'7 i ,.:5 43 - F `� �i ' ` INSTALL SM PER CALTRANS SM AS SHOWN ON PLiMI /gyp PER p�� i, I�_� l li'�• 4 _ ` 3 y 't` '3 ', 14 ,� l ---1_�� / I 4 INSTALL TYPE N BARRICADE PER CALTRANS STDS. PLM! A73C �1 i c� ,A, _! I f Y \.% I ED INSTAR TEMPORARY CRASH CItSFiION, ARRA '1E', PER COMM SiD PUMI ND. Tl IF I I N C },` - l I DIRT p� 'i I} ,^ L,✓ - _ } x1230. , ) i _,� o PAINT 4' MADE SOLID *#TE TEMP. p�ANNE<.M LNIIE PER CALTRANS DETAIL 2 C f I yl,c r� _ ./ 1232 7 1 J I �/ 1 ! I 1 24'7 I ' # 38 Aim CITY OF RANCHO CUCAMONGA STD. 133 JC 7f z ! \ y�( _ % 7 f ,\ l<<6.79 i ♦/ 67 ,� a �,, ASRN 11246n Z • ,231 PAINT 4 MADE TEMP. SKIP MA M LANE PER CALTRANS STD. A20A, DETAIL 9 j __-- ® PAIN 4 MADE 90110 MATTE EDGE LINE PER CALTRANS DETAIL # 27B AND - tj i2 o l r/�`� � � r ~~`, ,123, 47 t /�' �s ,� -� �` 37 Y CnY OF RANCHO CUCAMONGA STD. 133 .1' 79 I 123 91 - ,I2o9. 3 �- I _ ; I K-RAIL CURVED PER CALTRANS STD. PLAN T3 1230.21 10 PAINT TYPE M ARROW (RK�TT LANE DROP ARROW) PER CALTRANS STD. PLAN A24A 11 PAINT 8' SOLID WHiTE CWMEUZiNG LANE PER CALTRANS STD . PLM AM, DETAIL WA 1 3 4 4 I 1 \ N - REFLECTIVE CONE SLEEVES � PER CALTRANS STD. PIAN TIBIALE Z 13 INSTALL SIGN 'TRUCKS - NO LEFT TURN . SRE AND LETTERING 234.42 \� _ _ , SIMILAR TO CALTRANS 014 �41 4 !moi �' 23 I I �3 _ 115 CC NC n r ♦ / � I'C r J\ ' //j�� ;,��` �� 1,�3 / 8 t I ,/ PadA - , -Y - II �/ llt 300' 91.44 m 1240,6f 1 TRANSITION - - - - 1 ♦ `1 �' \� \� � \ � .0 .. � _ t � > t F+' i' \ - ��' � � � fir(,' _ r� � v , - _ 1 . � _-- 492' (150 m) 492' (150 m) 492' (150 m) -cn : r• .1 «" --- 1- ; - ' _ : CONI: ON<(ENT IG / - t 1}, a It11311 S `L Ft t it 5 ]]- -'- I)' Irj - ;F ... 1,JtfTF ,,. i jlf 1 '.' !. t. i� r I .I.I .. !1, •i...:[t�ll!'.,,ilft .... L1. ' ♦.i:i. ` '� --� :t'7 �Iil>�sa ,-y i4+ a :�'F- ac = 1 _y -1 f 4 .. 3 Ai-J ft - ,F 4w O r 4 ' ?` mow, 4 . �. 4' SOLID i . - - - 5 � J .- t.1 4 r 12" -LID YELLOW A 45' , 1111111040. 11111040 I A ARROW BOARD - ,4 5 j 1 � � 1 �1 4' $otIt1` }}Ow - -- - - - _ _ Z c-- 4 SOLID DOUBLE YELLOW , � w - - - - - �- -.. c _ _ _.� - _ A_ H Y r f- 50:1 TRANsmoN r ; ,':� PROP. PAVEMENT = \ - -._$ -�- -------- ----. - -_- 3 �Y '1l•'. \ � � - ' - '--,mss^_� � ��.a1,\ � V. 1 �-� R1 DIRT -~ i t ti�,a ti:=✓` _ - J_ " i'!'t � , _-" ,, 33..9 �� - ''• r' _,_i'---- � A` k _ i � t. � Rg6 i k",f/ 2 -_� �' _ _ 1, - - _..�.�.`-_ �__�- ��, _-. _.__ _ -mac+-eTc --�aL_ _. , __- _ � � to - i ! 'i E r 3 3 Q / Q tF•�; 2 -x(78• m� \- -- ," �i, , I r ,< -t .348`J I . .t. .d 1 \ / / ♦' 'r? 77 / ,1221_, 47 7 4'?' 1\ 1I I� PL 2 21 i _y r7" 1 :1 3 77 xi 1.7 , E1f P , r x - -- ✓ - 1228 x �rl��' C'' 7 _ _ .ti _r� r �", j-.' I �_.,,� 7 /i �/ _ � I13" 300 300 300 ? \ 7� I I i ' / 14 ) Q I DIRT " ,116 o , o ✓,, 0 CONTRACTOR SHALL PROTECT WORKERS AT ANY WORK LOCATION I }'3c, 6 .12-12.87 r 226 i 2-4.67 b 611 NOT SHOWN ON THESE PIANS THAT IS ADJACENT TO VEHICULAR l t c 4 60 f ' ,'210.3 ; = �' f Q,1 %,< , ] Q ASPN I TRAFFIC WITH K-RAIL & CRASH CUSHIONS. SIGNING AND STRIPING NOTES 23, 47 2 --- .12 79 ,1'319 ) , CITY 1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPING AND MARKINGS AND THE INSTALLATION THEREOF ` �/� No. DESCRIPTION OF REVISION DATE APPROVED SHALL CONFORM TO CALTRANS, STANDARD SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL AND ,� NbTE: -'SANt�8LA51` AND �1REM(�VEALL/6-(_iST.-,CONFLICTING LANE- SHALL I I ;. ►' STANDARD PLANS AND CITY STANDARD PLAN NO. 133, UNLESS OTHERWISE APPROVED OR DIRECTED BY THE CITY ENGINEER. STRIPING AND STREET LEGEND WITHIN PROJECT LIMITS. LEGEND: CITY OF RANCHO CUCAMONGA a 2. PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND INSTALLATION OF PAVEMENT -00 MARKERS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THE FOLLOWING PROVISIONS. PHASE I CONSTRUCTION (STORM DRAIN IMP., PORTION OF FOOTHILL BLVD. N WEST BOUND IMP. & TEMP. PAVEMENT ON FOOTHILL BLVD. EAST BOUND) A. ALL PAVEMENT MARKINGS SHALL CONFORM TO CITY MAINTENANCE STENCILS, (S.A.E.) UNLESS OTHERWISE NOTED. CONSTRUCTION STAGING B. ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. H. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVERNIGHT, WEEKENDS OR HOLIDAYS WITHOUT APPROPRIATE STRIPING AND MARKINGS TO THE SATISFACTION of THE CITY ENGINEER. PHASE II CONSTRUCTION (FOOTHILL BLVD. YVEST BOUND do MEOUW CURB IMP.) FOOTHILL BoC. SUFFICIENT CONTROL POINTS AND SPOTTING SHALL BE SET FOR ACCURATE AND COMPLETE INSTALLATION C.NOF NEW OR REPLACEMENT STRIPING AND MARKINGS. I. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED WITH ALL APPROPRIATE PERMITSM AND TRAFFIC CONTROL MEASURES, IN ACCORDANCE WITH CITY AND STATE STANDARDS. �� DIRECTION OF TRAFFIC Underground Serrice Alert D ALL CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL BE REPLACED PRIOR 9 J. TEMPORARY OR CONSTRUCTION STRIPING AND MARKING SHALL BE IN ACCORDANCE WITH CITY AND �_ APPROVED BY 'L' 2 TO INSTALLATION OF STRIPING AND MARKINGS. CONCRETE BARRIER E$$�� � Y GATE � - STATE STANDARDS AND AS DIRECTED BY THE CITY TRAFFIC ENGINEER. CITY ENGINEER U( I R.C.E. 2889 v C/� T �p E. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED BY THE CITY TRAFFIC TYPE II BARRICADE Civll OD ali: TOLL REE ENGINEER PRIOR TO INSTALLATION OF NEW OR REPLACEMENT STRIPING AND MARKINGS. 3. STREET NAME SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 401-A. �j , DESIGN KEITH INTE ATIONAL� INC. RECOMMENDED o • TRAFFIC CONES A. Lenfeate� K.Y. 22690 CACTUS AVE SUITE 300 1 -QOO F. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD SURFACES SHALL BE 4. TRAFFIC SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 401-8. No. 4b920 ORECA VALLEY. CA 92553 V AN APPROVED LOW VOC TYPE, 15 MIL THICK (WET). INSTALLATION SHALL BE IN TWO COATS WITH CONSTRUCTION SIGN DRAWN SHEET 422-4133 THE SECOND A MINIMUM OF TWO WEEKS AFTER THE FIRST, UNLESS OTHERWISE NOTED. �12_31.02 _ (909) 653-0234 -OF 111 ® ARROW BOARD `� �Q' J.D. PRM T� S� OP OD o G. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ONE COAT AND '9� \ �''� �� a CF CA�-1� SD_ 10 CHECKED / 1 DRAWING NO. 41 BE 10 MIL THICK (DRY), UNLESS OTHERWISE NOTED. GEORGE A�LE!;FfS1E�' - DATE / 41 TWO WORKING DAYS BEFORE YOU DIG C_$•IrI.P_ R.C.E No. 45920 =;P. DATE 12/3142M / 7 01 .