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HomeMy WebLinkAbout1200-D BENCH MASK: GENERAL NOTES BENCH MARK NO. 96-B 1. All work shall be done in accordance with these plans, the City of final or surface layer of asphaltic concrete r AT THE NWC OF HAVEN jAVE. & Rancho Cucamonga Standards and the Standard Specifications for Public pavem not be placed until all and utility 19TH ST. , 44 FT. W. L HAVEN Works Construction - current edition. Contractor shall be familiar laterals within h installed, all on-site & 83 FT. N. t 19TH ST . , SET with and shall be responsible for adherance to these Standards and improvements includ ' 9 ve been completed, and DRIVE PIN w'/C. S. TAG IN TOP Specifications. (5EE Nore�. all unac parkway and roadway imp are re- AT THE E. END OF A HEAD WALL and replaced to the satisfaction of the City FOR 3-24" CMP--ELEV. 1430. 686 2. All pipelines or substructures of any kind, telephone or power poles, water meters , valves, fire hydrants, etc. shown or not shown on these 20. SEE s/,EET -5 OEJou/cI No TEs. plans within the right-of-way limits or in adjacent areas where Garp// r improvement work is to be done shall be removed, relocated or protected 100 0001 NO 0 �T T� Or a114A/T/l/� in place as required at no cost to the City of Rancho Cucamonga. 1`7r,1- /'207 L.F. 3. Any contractor performing work on this project shall familiarize him- self with the site and shall be solely responsible for any damage to O2 /NST�GG 2¢ /�G/` existing facilities resulting directly or indirectly from his opera- Ago tions, whether or not such facilities are shown on these plans. ® GoN.�r sr�UGTU/� �/'� ,PL*r><r/GS ON /-#/5 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering Department prior to any encroachment or construction within City of © GONSj. B/x Ov, /E'e;o r0 r/G4N6F1r/O/V llE/e ,Ver,4/40 O/V Rancho Cucamonga easement or right-of-way. 0 I`Z�MOI% 0A/57'- 72 /P a/– 14NO O4lTG,65-1- 11 grade stakes shall be set by the Contractor or Engineer. O7 //VO` - �a�� ,7' e,- ' stat be set at all hinge points, ed a points G•� within 0.01 foo - rade n at not more than 50 foot rr a intervals. A av may be required by City Engineer at warped or vertical curve a 115.4f.lectric, gas, phone or o I I I A.C. i�VN1 T T?ENCfr' ��igTG�yi - /¢200 SJR J F I I /1-0, ove7z_,AY '0./o Af/it/. �3g o0o s 7. Compaction tests of embankment construction, trench backfill, com- — —— _ _ patting original ground and all sub-grades. shall be performed at no I I L cost to the City of Rancho Cucamonga. A written report with these f I —_ �-1 I �"N compaction tests shall be submitted to the City Engineer for approval prior to the placement of base materials and/or surfacing. I I � v t� 14. 8. Encroachment Permit is required from Caltrans prior to doing any work within the State highway right of way. I j 9. All work within the highway right of way shall be to State V i �30�` 38 standards . ), -------------------------- - �X/sr 10. Structural section indicated for highway is for estimating (J o -- only. Actual section to be determined after grading and appropriate lab tests. A T. I . of 9. 5 should be used in the __ owl /74;/e,design of the highway section and a T. 1 . of 6. 0 for the shoulder. In • 11. When improvements are to be placed on native soil which consists of a �� V 3 -4 rocky material, the sub-grade shall be prepared by removing all rocks 11� t0 which protrude above the sub'-grade and all voids or depressions shall be filled with a fine grade material of a quality better than the nativ,- ✓W&tel 3 material. cTZ o/v5-r 0./o 4411v- Oo/vs A.C A.CLl TC . OVE/CLA� gays /C C.tL- U� TRAM Bros. =haltconcrete 1s to be placed on sub-grade, a soils /N���registe . . . s a 1 be uniforml 4- /tne " `4Pappliedmanu mmended rate or ' GU7-paving. . � �y��rs 5 ry/ZOu 9 die / rGl✓//'e fGffNS. �,vsl .C. /7M/T , 13. Estimate of quantities is provided by the Engineer only for the con- �J venience of the developer, the contractor shall make his own deter- 'N mination of construction quantities before submitting a bid. Any �tl }Q, item of work required by these plans which is not specifically listed M�//y L/NE S MA/N LINE in the estimate of quantities shall be considered as included in the CIL other items of work. s ros. IC Or avLer rlm -� 40 . s per City of Rancho Cucamonga CJA" sr`~rttM' //,, 15. City approval of plans does not relieve the developer from responsibility \� V �._ �' T $ /y0J4E for the correction of error and omission discovered during construction. Upon request the required plan revisions shall be promptly submitted to / the City Engineer for approval. i /AIL-Pr,Q�pyj/pG � - �. T 16. Work site and exterior streets shall be in a neat, clean, hazard free, t. � - � � n �� C. PuM XE,LIiCEMENT ,DETAIL orderly state, throughout construction. Site shall be cleaned upon i BAGKfILL WIM 00-C-tWO PtA�� request of the inspector. j l r GONG &M M COMro4lCr 00M ECFV /V./7* S. q P P► ¢' INTL�ir?iEG T/ON Cry f/Cry riewo r RE4.p r/4 RON MIN T • 51TA. /O f 86.12 TO S Ti9. /9 f /5.00 erg PIPE aEri7iV//V!' — � • • ¢• - --�� O E: F/e0M slit. 7 t 90.00 To B6./o t -?2 A.C. OVE ITL11 �— UNiVI3J2/ItdE/> L3'1�l'TH S ALL 8E CO RUC EQ O HE Sr9 /S �fC /O/� 8. Contact all Utility Companies as required, 48 hours prior to � - r�T T r T T CI TI Provided for your convenience are the following: r 45;61 B -13 Of C/1L 5�GTlON A -A. ----- - - Gabriel Valley Municipal Water ` Mr. o - 18 a012 ne Road conB. General Telephone (800) 422-4132 f for underground service / /! ,�C A/ G C. Southern California Gas Company (714) 529-2889Q�7 M/N. ./C/NGrION /�U�/TU/moi N076 � 2191 E. Birch Street (714) 529-7070 /. GWNT�ieG/N,--- O' /NG6T 6 qfl GG ,Or- ON /YA/a/C/5 al /Y1A/N t2iV4 11V Brea, CA 92621 �a� �i�'T0•J GKF/�•1- 2. rf�� Of�N/N6 /NTO rHe /W//V 07al f 0j�A/N 4!VAGG ,vim (714) 987-2591 rH� O(/r5•// F r„ -:' D. Cucamonga County Water District �': 9641 San Bernardino Road /�1Nl�r6i� O� rye /NGC-r P/l� PGUS ONS• /NGH I!/N efT 0 /NGff � � "�� �`� "1n ^ /t/IffiC/MUr1�1. t f,.� 3� © ALD L1ETGr/R ib(?TES Iwo 2021(Sf/T. S�PLcR GtL-7h34N5. �f-12-� Rancho Cucamonga, CA 91730 4-J9-88 \ -- • — r1115• BEG1�iNC- 3 061fV Oi Gh/ ' N, Ol'�" GONNt-GrOKW17-1-1 NlVe5f Jt�E� C'1��-�L,• v * ADDED CAL - TITAAus Co MEN� s SUR�fiG� O�il�lfl/NG/N� /f XOUN,V 26-06P�'- GONO/W-r� P/f25-- OF L,;��� 114 nn Ir ars _I Die ,�IIVlr eO GONGiWT� �//"�. DESCRIPTI ON of REVISION DATE PPROVE F. Pacific Telephone Company (714) 999-5639 ' georfoN C -0 / CITY of RANCHO CUCAMONGA Ad r-,F LINE R.l.UIl7 NOTICE (v CONTRACTOR SHALL VERIFY ALL FOOTHILL BOULEVARD. CONDITIONS AND DIMENSIONS ✓U/ YGT/O/ 1N ✓1'RI�G 1�'�� ,C��?�141Z. � J AND SHALL REPORT ALL DIS q. ww � CREPANCIES TO THE ENGINEERfT 2 MASTER PLAN S.D. NO. i PRIOR TO THE- COMMENCEMENT OF WORK. MVV. WTITLE ..SHEET PRIVATE ENGINEER' S NOTICE TO CONTRACTOR SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR Ilu W APPROVED BY DA-TE *(.Xrlff THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY 3 k"�0 CITY ENGINEER _ RCE.No 2 97 STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- i +� AVAILABLE RECORDS . TO THE BEST OF OUR KNOWLEDGE, THERE ARE JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- ARROW Nwy DESIGN MADOL AES, INC. RECOMMENDED NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING R R OF SAN BERNARDINO COUNTY04p -fVsAe CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO HOURS ; AND THAT THE CONTRACTOR SHALL DEFEND , INDEMNIFY AND HOLD THE CONSULTING CML ENGINEERING PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL DRAWN AND LAND PLANNING SHa T VICINITY MAP bas N.Mountain Ave,Suits 106 NOT SHOWN ON THESE PLANS , AND IS RESPONSIBLE FOR THE PROTECTION OR ALLEGED , IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS NO scac� �44,-A UPH��m�F��29� OF�w OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES . PROJECT , EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. NECKED RCE- Nfo.144_ DR AWING NQ. W - p TE X /S 87 FILE NO/2G B/fes O- 1 .....,q -� - -+__ k BENCHMARK BENCH MARK NO. 96-B t AT THE NWC OF HAVENVE. & - - i - - -- - - 19TH ♦ 1 r . , 44 FT. W. ' HAVEN & 83 FT. N. #. 19TH rt t + + -+ - t - - - - - - - - --- - / - - ST ! DRIVE PIN W/C.S. TAG IN TOP - - - -- - - - - - -- - - -- - - - - AT r r 1 THE E END OF A HEAD WALL - -- FOR 3-24" CMP--ELEV. 1430 686 t i } fi } t - I r r + r • r r • r ♦ . , ' 1 , • V J 1 ( - r r _ - - + -- -- - - - ; 4 1 -- - - - - - 0 } t } } } } / f ' I . ' - ' - w -fi + + + O \ : I I+ I IT7IJ} } 1} t 11 + +-- + + t----- - - - -- - ---- --- --- - - { I 1 1 t 1 I I f 1 - } r t + ! { - - - -- --- -- - — -- --- - - --- I \ 1 1 I1 t � } 1 I I1 y r 1 I I I I I ( I 1 : : . . -- - - -- - - ! 9 4. k Ib 42 I{ 1, -I• ♦ 4 ♦ + + i + } : + I i I r r r r r r r 1 r 1 r 1 I I I r r I • �- - -« - i ♦ ♦ ♦ ♦ ♦ . ♦ . ♦ ♦ ♦ ♦ . . . � I k I _ __� + --+ � + + -t - + i ♦ 4 . + { - + ♦ i + « f \ - + �- i + 1 } } + + + + + - ./( ♦ �-____ - - - _. ... - _- _ _. - IFI 1 \VTI • + I I r r 1 r t i 1 1 1 1 I 1 1 1 f 1 1 I 1 1 1 I r , I i ♦ + a 1 t - + + + + ♦ ♦ + f + } }_ _._� -- ___ - - -_ -- __� -- _.� - - -- T - t - i PROFILE SCALE : fi + -1 >t 1 + + T t t : } t + - f t } t t i t LIZ 1t1 ; Ni I I i i I I f 1 ++ i -+1t *4zr t a fi a + NORIZ. I 40 VERT. 1 = 4� + 1 r . r -+ -+ T Q { ' !C I _ ! i 1 r r Lr � - - - AL- 1 . Y . ! I . : 1 8 a 0 9 /O // /2 /3 /4 /5 /6 GON.sr��/GT/l�iV NST / - . 5*10r. 6 T. 6 ,BL,06. � II II Sc�L� ., X/ � Q F11 �GdNor B'x ao /,r,;; v TO "�`Gf' /iC Nsl r/ON /' /r A--Wr- 0 O/t/ 5f/�ET' ¢. N b u — I voN L O �/NoilE 0A/67' 72 /r G/� A/v'�' OL/rl�r STie�/GrC/ — �✓ —� g=1 � Eir/.5ov / /C�W w�• _ � � GX�07' I8" .f�• i ----------------- • \ U \ X100 SS' Seh __ l -- —— —--- �A�/2 :► • l W 5'GYL//t/�.5�v.2� -- - -- -- - - -- GCS x.30 (� . �� �X/ter. �ilv- / / � � ��X�✓r- rev �— / - ' ' ANb ,eEUSEb7- 'IT 8 • _ `(I1-1 rr— - CO�/4,2�TE" EX 4.C. ,4 rrE.�1E.vT 4 • �, I �x/JsT f�(OL/3E 1 af�3.2o Ec ` DESCRIPTION of REVISION � �_J OATE APPROVE �-- <5 741-%�� / `� - ---� L CITY of RANCHO CUCAMONGA �E .4/L A!5AW � GP &XrsT �. _1 IV. T. S. � A � r- /V,�°y�35"� 27OD' �- L L-- -, FOOTHILL BOULEVARD 2410T �- :' 5 I STORM DRAIN PLANS ��/5T 5�ft� �E/� � l� /(:97 0 0 � I FROM STA. 8+24 .00 �� �� r ¢ Tft/Gs TO STA. 15+56.81 ,�LGJfi' /`�1p LAN J�4N. I � • //'OYbO"' �' /92B' 8��' I Q�� APPROVED BY _ ATE 3 � S3°50 SOS� �' ¢2 28 22•�5 I --- -_ c GTY ENGINEER RCE-112 397 FOOTHILL BOULEVARD I � `�%� :• DESIGN MADOtt*ND ASSOCIATES, SAN BERNARDINO COUNTY � RE COMM E DED D. D4A a is CONSULTING CIVIL ENGINEERING I I - 1 BRAWN AND LAND PLANNING• SN-EET ( STATE HIGHWAY 6 6 ) say N. Mountain AL Ave., IA9 i86 I \� ` v `C•�f M•11 UPLAND CALIFORNIA 91786 �- �F PHONES(714) 946-2949 HEC KED RCE No'MeI OR WIN G NQ. 5-5 W/>� 0 TE Z FILE No ;zoo - . BENCH MARK + + rt i i I t1 Otte r---T : i --: BENCH MARK NO. 96-B - : : AT THE NWC OF HAVEN AVE. & : : : : : : 19TH ST. , 44 FT. W. ¢ HAVEN . �p,. - - & 83 FT. N. t 19TH ST. , SET t : DRIVE PIN W%C. S . TAG IN TOP 0. AT THE E. END OF A HEAD WALL O f� FOR 3-24" CMP_-ELEV. 1430 . 686 t t j - . . . . . . . r(�lit . 000 } A } - . . . . . . . . �. ; : o� - - - Rte, :E�� 00A VI • : ;5=O 0020 5 O.O O. � �_--- — S=.O QO20 � � • ,1 f . . . . . . . . . . t ` o f ff IN A 31 IN Qioo = �. s6c.Fs V „ ` I i I/N Tr4GG� 00�. 9YG�' I PROFILE SCALE IN.5F Z-Z_ -00/79 G � /2 -;� 1 „ - t 1 I 1N�Tr9iGG �G'U 4. �1�"�G P j HO RIZ 1 - 40 , 15;00-A0 - '.rte : - /co /7 VERT . I 4 22 23 2D 7A 4w Go e G. 24 �1 ,� N o '% 2 f � iNT. - 8 yI Ot40 G/!/E 27 X NU \ I _j — L Q -� sem,�o _ /g/f r- 4 � 1, 20f6�47 - l///P6 I " - � L% I I �� ��� ,rot, lnuq y _ ' ��r _ -- � 1 _ � �V NO TO CONTRACTOR; - THE CONTRACTOR IS HEREBY NOTIFtEO THAT THE GIT T� Y \ 89%925"W 299 56 m �� T Q1 ENGINEER MAY REQUIRE- THE STORM DRAdN BE INSTALLED ' - /8-�97 , se" �1 ISY JACKING, IF ANY ADDITIONAL_ WORK 15 GONSTf�UCTED �' SGyGr sc�. N 6N THE MEDIAN ACCORDING TO THE CITY 'S SCHEDULE. IN THAT CA5E, THIS APPROVAL. OF PLANS AND PERMITS N �+ ° �j , l 5HALL BE NULL AND VOID AND A NEW 5ET OF PLANS AND -- J PF -T'S SI-BALL ra �'►� � � ,' � � �� _- BE REQUIRED. � a r' � ' 01 I \ � �7. - 7- 72 q r a Pe Z_ - - r�- - CONTRACTOR TO FIELD VERIFY x, 6t te% - ELEV. PRIOR TO CONSTRUCTION # ,voTE: I CariT,��LiTO,e To �/il/�a��,2 T�e4�f/c O//SOD con csy�✓/>rJ�T/Y/G/ ION NOr5- 0/ —/NSTfIGG 9� " ��� D ESC R IPTI 0 N o f R EVISION DATE APPROVE 7 /N.ST�i GG CITY of RANCHO / GONSTi�L/GT IHANf�DGe /�O"PSR G/T Y ST/.� /UO, 5// CUCAMONGA APAr� AZA vi5w Q v�w�� FOOTHILL BOULEVARD �GTtI /Yfi.� G�iV T�fN. --��_ \ � 7 d = 5 X05:35" s2 -x/55" ¢5" ¢/.39' 22. 29' FOOTHILL o R = ¢500 STORM DRAIN PLANS 70 °32'/8 ¢5' 5540 318.3 T= 2•0' BOULEVARD FROM TA. S 15-+ 56.81 TO STA. 20+65-47 ( STATE HIGHWAY 66 ) APPROVED BY ATE ; =y— d CGTY ENGINEER RCE No2�� coNcsrieucTroN o� uPsrIcertn� s..o, t/,�s RECOMMENDED NOIT /o/e To c�1�LET/o/v TH�s %�9sE DESIGN MADDlE- WAS IATES, INC. OF SAN BERNARDINO COUNTY `tio V\ A PL UG WILL [3E E u/RCD �O�C THEG' ,�.C I`' \;\ � Q CONSULTING CIVIL ENGINEERING DRAWN 5a5 NAMounAalnAwA Sul eGlos SHEET y, 1Af.9 UPLAND CALIFORNIA 91786 3 9 A PHONE 14) 946-2949 OF j RCE No —� �i DETA I L �--` =-s,;, NECKED .CE S��5B/ DRAWING N0. 2-- k!� 0 TE 41,0187 FILE No 00-� J,V /2H -g;s S NJTES : Lir/LL •'14 xd"MxE tDP4'Qc• IN0AlI!'/20A.7rA4LY- -4ACE AO-0 pWlC.. xQ4 "L C$P4'o.C. 1 F,�oM ERiM. TRANSITION STRUCTURE CONCRETE THICKNESS SHALL. VARY UNIFORMLY BETWEEN Ccv, /N I%1c 4000 iK4LL)* �YLL THE BOX SECTION AND THE PIPE WALL PLUS 4 INCHES . -' -- -- — /r(gLtc /ti/� ��bxy 8 " 8'-O" �f 8 I 2 • THE INTERIOR SURFACE SHALL BE SMOOTH AND VARY UNIFORMLY BETWEEN THE I PLACE VERrA AL R&//VF -B�� TWO ADJOINING SECTIONS . Tt� /titA'7�N tX/lTin� � � I 3. KEYED CONSTRUCTION JOINTS OF THE SAME DIMENSIONS AS THOSE OF THE BOX I T • ` SECTION MAY BE CARRIED THROUGH THE TRANSITION STRUCTURE AT THE CON- I • _T TRACTOR'S OPTION. I -"AIVGL/T e°x/5T/N6 CNIINNEG • 4 . THE TRANSITION STRUCTURE SPALL BE CONSTRUCTED IN ACCORDANCE WITH THENEW C!/CI�RT I WA4Z - C�AAN ' A�i�"NAl G' ��� BOX STRUCTURETHE BAR GENERAL, STRUCTURAL NOTES APPLYING TA THE . ExiST/n�q sti,4F,�1c� / LENGTHS SHALL VARY UNIFORMLY THROUGHOUT THE TRANSITIQN. i 8 -Li9,2 I I ME/c/ CON5TR4AC'rAPA/ • GID NOT 'l 1 EX/57lAA* y_ I A�iVEiL - GG/ 7 C/N/P A Q-B,4,e LAP 3o COot/ p tiAC• AllRPV577N D ,4lr9R o/A. i O�on/EL� Z" 8 �v N N� 8 .I� -C.r/31/n/4 C.Wiv/VEL ic4'4C.G I �O s�c�-iovAt x- x . ZE LEML "W' /0" At Sae /d'a c. E.F f� 0,QT STI. #�,A¢a.a::�P ✓EST/Oif/1y/GG 2 yQ" SECTION C•C�.. .�E CLR• 8M CSR. 8 - O FoR SLAB RE/NF. `` .� #5� ID" 5EE SECT/ON 'C-C" `. _' CSR. � T, —'I �— B,a,� �cs/Ev�GE n' d b BA,e 5/ZE SP/�C/ ffO,e/Z.L�.(�Jr�f Y4°lLf�/6 B 7 /lo"O.C. 9r./•r xTENO P=o" l2" 24" cZ �rU�t/D OP!<N/N6 Q � U H 22.G10' T, f70N f 12 9 R.C. T,Z,41W. R. C. P D /8"0.e TRANSITION STRUCTURE DETAIL DETAIL Z 7 Ae"oc etcrS CA.3T OR AWY PAIK 2" AROZIMO ACL- /� /Z 4.C. - D I SEE PerA "z" C DETAIL W codCO CI5 R.C.B. AND R.C.P. JUNCTION z E�0J13 aTi I i O I CXTCR/ab2 L/NE QF 22.00 7n4N5/770N 57R&C7Z4eff 6xiST//u5 C'NAA/NEG 10. -�� 6 X 80, I /ALL g9 CHA NIV E L /N VERT• I C. 7.W.4it/S 1 I SAWACur EX/9T/NGlrE,?T TEE L, - ¢ -� CNAA- VEL. WAIL II M/�/ 2 6 e" /,vro doiTo.ti sc.�lD' D E S C R I P T I O N E WStO N PRIO CioN3 T,2 r TO/,vr. ,voT cv 2 e" DATE PPROVE EX197- WALL VERT/f qC 7 PSV ` - _ _ __ _ FTG• SECTION ,QE/.i/le.,�¢ e „ CITY o f R A H 0 CUCAMONGA ���I' 8 q uC SEE DETA/L "Y" C ip� ' • / FOOTHiLL 11OUL9VARD F �R I?EAVFORC/NG /N NEW BOX CL/L�/BaT 6EE� � / �� � "�" 9ECTb�/ C-C ABG✓E 6.921 MASTER PLAN S.D. SURfAc o� ,ecx/er, TORM DRA DE ILS CO � COn/CRE�TE PLAN SECTION A•A APPROVED 6Y DATE i =S �n CITY ENGINEER RCE No 22397 ".rs. DETAIL Y ��`��L�c ��`q��. DESIGN OLE D ASSOCIATES, INC. RECOMMENDED 0 NARDINO COUNTY WALL & R.CoBaJUN TION DETAIL � -*�; IV.T. S. ItiO, j 8� m`� CONS U N CML ENGINEERING E; a DRAWN AN 0 PLANNING SHEET 545 N.Moun Ave..Suits l05 UPLAND CA ORNIA 91786 ,9 PHONE(714) 946-2-149 OF CHECKED RCE- No A¢Y DRAWING NO. W. 14 TE -4ZiOE4 7 FILE NoAMAZE S /;Z00 P BASE LII.tE AYE. BENCH MARK : i 2c N ST. --� P20J ECT W L(=-T1 O N - -mo-oZP � I �647 00 -I-cc �8 II FOOrW t LL BLVD W (ND CEO) (iLL'�PEO) I 1 Z 4 < 4 �- ® I be, e' J W; w % I P20P. STOQM D1241 W U J h 2, COWSTe.)CT-tow PUASE t V (C1Kj (TY MAP. QD ' ,a_ I a5� T� ,2 oT TO 5 cA L-E Lu N 1 Z' 1,91 /2' I x � n p1 N I J H A IV E EXIST. PAINTED CROSSWALK (TYP. 4 PLACES) w' AVENUE x,4X ✓��G/v EjCIST. C G- N �— T EXIST E.P. G� EXIST. SINGLE WHITE LANE STRIPING �� 0 �/ .L B�4,P����4�ES I N I � 0� �� Q�? ��, lz / ' A-11 ��-- ------------- d - -------- -------- - — � ` ` \�� ����� 2 800 �iiiii � ii � � _600�� .�-- - -- ------------ — �_ _ — `c EXISTING MEDIAN �� e _ ' EXIST. WHITE SOLID STRIPE ------- �/• .e7 � r jr ilii iii iii— � EXISTING MEDIAN — - - f'EXIST. SINGLE WHITE LANE STRIPE => m 2l6 PJ — => a i iiiiiiiiiiiiiiiiiiiiiiii EXIST. WHITE SOLID STRIPE W,W p5� — --- _ —— _ a s •, \ FLAS�II.1G 0? 01 0 0 ASwtS0. TAPE12 TDO a C o U w -- Z W w '>4 r a ® W P2GP. S 02M Dee 11,4 , F. m Plao.� I CC�1�iSTl'�uGrtOt-1 �5O T50 -?So, 500 31.' o z � SCALE: 1 " = 40' z 3 a IDETOURn PLAN w ( U. N m Z ,� a w I t�T z/ Cl C16 o PHASE � I F' Wrp�40� <= EAISTI WG SINGLE WHITE LANE STRIPE DETOUR NOTES: <= <=- - oclsrtuG MEDfQN =70 — T- - - 1 . THIS PLAN DOES NOT NOT APPLY WHERE THERE ARE EMERGENCY CONDITIONS . UNDER EMERGENCY CONDITIONS , EQUIPMENT AND PERSONNEL WHICH ARE AVAILABLE SHOULD BE UTILIZED TO IMPLEMENT A CLOSURE EVEN THOUGH SUCH I E�CI T.IWG SINGLE WHITE LANE STRIPE CLOSURE DOES NOT MEET THE STANDARDS 0561TAINED IN THIS PLAN. AS EQUIPMENT OR PERSONNEL BECOME AVAILABLE AN IMMEDIATE EFFORT SHOULD I C13 THEN BE MADE TO IMPLEMENT THE STANDARDS SHOWN ON THIS PLAN. 2 . ALL WARNING SIGNS SHOWN FOR THE CLOSURE SHALL BE 36" X 36" MINIMUM. QL?/ ALDErOL4e5 7NAT AJeE TO BE UsEp WNEM FL4GMEiV ARE NOT C-l3 3 . ALL ADVANCE WARNING SIGNS FOR NIGHT CLOSURES SHALL BE ILLUMINATED, OR - -� PRES'EN7 S4AL-- BE S7R JFfc REFLECTORIZED. / <` 1 4 . WARNING (W) SERIES SIGNS USED IN WORK ZONES SHALL BE BLACK ON ORANGE. 5 . THE CLOSURE SHALL BE STRIPED IF IT IS TO REMAIN FOR MORE THAN ONE ENl5TlKIG SINGLE WHITE UNE STRIPE <= WEEK. CONFLICTING STRIPS SHALL BE COMPLETELY REMOVED 02 TAPED (F�T,f/jGG 8G1�p, �yG . _ / _ <= 6 . ALL CONES SHALL BE INTERNALLY ILLUMINATED OR FITTED WITH REFLECTIVE LEGEND: ��EXl5Tl1.IG MEDIol`1 t� WHITE SLEEVES . ADDED GIETtJIUR NATES M? 20 0 2/ PER CAL-TRANS ¢-J2-ee _ CONE OR DELINEATOR 4-19-88 7 . THE MAXIMUM SPACING BETWEEN CHANNELIZING DEVICES IN A TAPER SHOULD BE DESCRIPTION of REVISION APPROXIMATELY EQUAL IN FEET TO THE SPEED LIMIT. p SIGN PATE APPROVE i t 5Tt►.tG SINGLE WHITE LANE STRIPE I 8 . ADVISORY SPEED TO BE DETERMINED AT JOB SITE. SuOUI-D UOT 8E POSTED lF IN �� DIRECTION OF TRAVEL CITY of RANCHO CUCAMONGA 1 Q I EXCESS OF SpEEO LIMIT. L w1�L F' I 9 . REFER TO CAL TRANS TRAFFIC MANUAL FIG . 5-6 PAGE 5-24 , FOR ADDITIONAL RAIL TYPE BARRIER C2IS Wro(40� 0 INFORMATION. PHASE 0 C t8 60o C1 '7SO' -t5TD 0' "t so' AVENUE ru !G. CD�/TP4c'Toe 5.�.4� CU2pi�r/�4i� /s�iTy G.QG TP_.4�tCs ,4.v� [DETOUR PLAIM /P All approaches have minimum of two through signal faces �'iTY PEP2E�'E�c/Ti✓ES' T.�/E���.eo4.P.,Q��1i�1O�Ti.�E and one left turn signal face within the required 20 3�FiN-oG Co�r,Co�G��f�� f4e%/cyo�rEi�r/��To�,e degree cone of vision . APPROVED BY DATE4-/Z-88 � Pedestrian signal heads not in use shall be covered. /-0 Mast arm mounted programmed left turn vehicle heads CJTY ENG,NEER RCE No22397 shall be stripped of programming tape prior to detour 8. Ci1LT2g,�.(S �5`Pec���c.-9?/o.nis /z.s2 s,-�ou�o ,BE us�o ;�?ie TEi17�A�Y phasing sequence . (Reprogram following completion of Tivtrric `sT/ci�E �No ��+vEM�Nr Nv►��c�w�. DESIGN MADO A OCIATES, INC. RECOMMENDED construction . CONSULTING CIVIL ENGINEERS /9. K-;,'"IL Pi9/VELS 5HALI- 8E /1/S7-ALLED �/z G.4Lrl",Vs AND LAND PLANNERS /¢ All vehicle and pedestrian detection shall be disabled 1JE110� {�/IJUM [ZaT�p JULY 8 /9e'• DRAWN 1820 E. 16th Street BANTA ANA, CALIFORNIA 92701 SHEET during phase I detour sequencing. Detection shall be ©20 CO3V77R4CTOR SHALL ATTJNPT TO KEEP ALL LWjVF-WAYS �G '��� PHONE 71� • 835 25�a �F restored to signal phases 1 - 2 - 5 - 6 (except phase 6 Ac cE--%s/BL.E UNLESS �7IB/7�D BY COAG- 2UC77OW PWA5/NG, 7YEA/ cONTR,�cTta�e WILL PRcVILW PPROPER SIGNING FOR LaPECTIOW C KE C KED RCE No 14-814' DR WING N0. pedestrian) during phase I I detour sequencing. -70 7HF- NPAPr=ST ACCESSIBLE DPWEWAY 70 771E 54775FACT7ON OF j '7 OO- 7NE GOVE 1WNG AGE/�NCY. (CCPYt IVUED ABOVE PJGgF � � D A E to-IS-87 FILE No /iy' 11 �C BENCH MARKO ...,. , _ T 4 T • t ' L i \— : 7 i { f � i I /G /7 /8 _. 24 25 2G NA vEN .4t1jcrNUt: : im jo -• z Y4 ___ r I y ...._... .. _ ._...._.�.. _.. ..... ._ • f' _ .........._._....... .__ ._.. ..... w5 f , i 5u - N : l ..W_. ..._ . ..-......._........_.. ... .... ... ...... ................ ......... .._ .. _ _.._-...._......._.......w...._.._.._ ..._.... ..... ............ ._ ... ... ._. _...._._ _.... .' ........ y.�. ...• .. _........... . • .. . .. . .... .� � ��,.. � .�,.����`���•� .�.� � � � �- .�• � .� .. �.� SINGLE WHITE LANE STRIPE N _ `*—SINGLE WHITE c-,DL.ID STRIPE { — �SINGLE WHITE LANE STRIPE N Qo�BLE DOUBLE YELLOW BARRIER STRIPE •� - N . . QGL15LE DOUBLE YELLOW BARRIER STRIPE +-- I-- --- -- —- SINGLE WHITE LANE STRIPE N �_ I t SINGLE WHiTr LANE STRIPE----' � L_. ... _ ... I _ f td W >�No. i _ _._ _ _..._...__._._..__.._._....._.....__ _. . ..___. Expel OJ A m ; ; i � . .�O ' 7.4f'E� *�i' �!V IL ,gyp* ►� � � L� IDENTI �IFOFCHuFoSC . , {. T I N c # REVISION QAC APPPOVE ?So ?S- 7S• wo C ITY of RANCHO CUCAMONGA a LEGEND: 14A 051V .4 ���rc.�� W FOOTHILL B Ia Q wt(zwi5 cl cte �W� � 0 <<<< CONE OR DELINEATOR D I �' w6(40� SIGN DET(Ounn(OU ' PLAN PLAN DIRECTION OF TRAVEL PHASE APPROVED BY DA TE4-►s- I • ��R RAIL TYPE BARRIER � � -._ 9� ;. _ ---� ---� C,�T Y E ti��'N E E R RCF N'0 223 [� F-LASWING A22OWS SIG" ---_-- _ _..__. __ � �E" SIGN MAOOLE A! � �_ ..,; `It�T ES, INC. RE ;CM: E tiClr -- --------- J � Of SAN 13ERNAI1tTtN0 COUNTY 1.r� _.... _..... ..��i• __.._...._..._ CONiSULT!NG CIVIL ENGINEERING EXIST. tPIt�tG C� E ca�.'NN AND o Lmtslm PLANNING SFI c 7 ;T2 545 N. Mountain Ave„Suits iC3.r-s UPLAND,CALIFORNIA 91786 � _..__.._. PHONE R14} -� a ?q4.<f _ CF• _ .. Cts fir c k E I) R CE No Yf'¢..._ DR A J)N N4. SFE SHEET 5 AOR DETOUR NITS ______�� T E –1-07 1 3-e? F I L E N 0 � s / � i BENCHMARK III ? ! "l.l.✓ j s` 717 z POP 3-241, 4 et- ,..—,-- �- --r—,r--a .� m—, .r.. r•—,.-,. ,...-- ..- s... . . -•-----ter. , r - ... _. ... , . .. . G`��'r' ? t i i t It rr j , . i - - _ t , ? j y f �t„1T• t-;.Tom" 1?L L7�"x, 40 { 5 I L� wOL -� U irw a s ... __.. r{ t _ rx � .. ....,,...., r__„r _ ,..- ... _ .. -�"'-w [_ •.-.__ ..,.•._.. .. ....... ....._-....... �� �%sem- 4)�,4. _ '^ ./-.,�/� . . ._,...r. ..i.� ..i.. _ y wr .: . DOUBLE YELLOW BARRIER MMU,. - _ 5EE u 8 �-- vu �.\'�►\�►\�\�►\`�\_\��\�'..,_., \�\�►\�\�\s.\tt�\_\4\s\�\its\`�ttR\_\�\�►\�\�\�►\�►\�.\_\�\�.\�►\�►\�\�\�.\�\�\ _, '�__.� — 2-1014 R DOUSE DOUBLE YELLOW BARRIER STRIPE, - i - - - ---- --- 4� SINGLE WHITE SOLID STRIPE ¢_poor , <= _ Z7 Do�� LE DOUBLE YELLOW BARRIER STRIPE I=t.A51-1 ti.IC� NZ2 . . —.-. . ...J .._-....1. ........ ...... ...� { .... .. +S,r, ,�/r ....... .�..... Y v � ..!}, .. 6......... r a , Ill 5l 6t1 ��:�'?-; "�;�, � . . „ � ; ` �� ..��i...` .._._...__. _____.__ _ - �'�.._. r.••. . ._. _...-_....._. , _ � • / Q i 1 w7 U l •' 4M' ell r s ` ,/ DESCRIPTION Ct REVISION IDENTICAL � f / � DATE APPROVE C13 , �: s-- --� CITY of RANCHO CUCAMONGA 4f V7, PHASE I 0' Etc t5T1 t,iG SiZZ t Pt t.tG 10 PLANr PHASE D FOO'T'HILL BOULEVARD ± ! r QaOFESS/p,� r / rnm � nETOURPLANs CONE OR DE'LINEA'I'QR 'E�' 1481 rrnn APPROVE 8Y DATE 4-12-99 r� 1 - �/ SIGN * G TY E tiG:NE ER RCE Ne 2 397 , . .: _- IV1�.o �� DE SIGN MA ASSOCIATES, INC. RECOMMENCED 5 DIRECTION OF TRAVEL OF CALIF tr L -OF SAN BERNARDINO COUNTY ' , Cly �W[ j ... • • - CONSULTING CIVIL ENGINEERING Cl C2l WQo (46) j / �-K RAIL TYPE BARRIER ;�yN AND LAND PLANNING SNE i C j 1 54S N.Mountain Ave-Suite 105 t 1 p FLAS91UG p212OWS SISW cT L UPLAND,CALIFORNIA 91786 _ OF-0— P I,10 N E F-..._PHONE(7 14) `-e4,o `-14ct sod 'Iso''- "750 - cU 1 RE C K E D _ .�w. SEE 51`Oo 1�1 DET" RCE Na OR Aw N G N0. �:...�• 7 E . 10-13-8? FILE N��!l-•�'.r fZo -D s • � BENCH MARKO N 19 f v. _ + i - +t Lt�, ..•.•F i.T t.ii 2 "' 1.i•i �._�.[W.-t,'r1 4 r..........s -.r,`--t---z---r— , - •... x *..--�._.�..a--..r-�.G'.a __ t i F j f ? a ` t s f F }} 3 t. r , /- .., is •....... 1 : t it Zle_15 A? t3 /¢ /5 /6 A i Ol to f t `rT`. f. G"�.TG v ` t o f Ll - f �... w _ r .�._.__..._._._.... ......i _...... _. .moi. .._...._.... ..`. ._....�. ..... _. —� — ,... �� �/t _� .�. .. 1 t 1_ -CL -d- - , ✓ i J • .� J' :M g :- 1 FLASUI NIC7 ORI 006 .. Lv .� Q. 1�4G'' �'Ld��[4.r". .� _ 1 _ -- _ _ . .... . ........ �n PWA< SE It .•tl2 . z/OGl✓l 1 i ———— _ —____C(�N _ .__ .. . .. . -- U� SOt-fD 1�PfifTE LANE STRIPE 0 ip 124 0 111 �. yc/�(Zs� � rt° IIOUBLE DOUBLE YELLOW BARRIER STRIPE si �'"� _. _. , a b1=t. 5�-tt '_�.. ..._. ..,1. ce t S1G1III1 ..�.. I iy -- 1... _.............. .- � rr"_ c IDENTICAL � ri CESCr IPTiCN of REVISION DATE APPROVE: Ct3 s- CITY of RANCHO CUCAMONGA L7_,j '—'t..�h 4fr,., ' (+�,. 1500 DETnur PLAN �--- E-c�S-T-LG ST2 --I L- t ---� punASE 1 0 00PAS , , . FOOTHILL BOULEVARD _LLJw t t� 2 I CI 1 �- w6 (401 Ct8 n n 1 I � CONE OR DELINEATOR �O .�_ QaOfFSSio "'�— APPROVED BY DATE. 4-11- I I h SIGN �� ��e,1LT0N CITY ENGINEER RCE No 22197 Wt (c.T� - `—� DIRECTION OF TRAVEL W >No. 14 m DESIGN MADOL ATES. INC. RECOMMENDED C18 CI C2t w(p (app i� f a OF SAN BERNARDINO COUNTY �K RAIL TYPE BARRIER � * -� -� � � � � �� CONSULTING CIVIL ENGINEERING t dy GX(STtwG sl-reV-1 G CIV{\- �' ��i('+`dVN AND LANG PLANNING 1 I t '' ' Q FLASIl4I lG AQ2M.'S SIGN ��OF CAU4��`� p uP AND CALIFORNIA 91786 Mountain Ave..Suite boo '75O '750 T50 :`t I Cl3 ( rL PttC1Ni1 c714a � P X94-1 _ ._ of t + ' H£C K E D •�h 1r4^46-- RCE No /, B'`¢ . L}RAw IN G NO. SEE SWET` 5'FOR DETOUR NOTES �f�'.t� ATE io..-!?��a3� FILE N o.�lcaazr� �►D _D j BENCH MARK : 150 ® as± 1 20' tum to I I0 /ZO�MAPE12 � . I � • EXIST. PULSE l (� cousT12UGT101� co � �I� t=L A51-1 I kl G L121Z Ovals U ( oif/O ��vET�✓-�/5 .. .5.�i�/ cvyE,e ,',Pif'T�4�f/E �u9j V E N J E HAVENEXIST. PAINTED CROSSWALK (TYP. 4 PLACES) � T!/,���/�f�T'' S/G�f/ 6% t�C15T. C�Gj�� N O �� 2= 1017 ///f////sa/////////// // // r EY LST E.P v F � SINGLE WHITE UNE STRIPEj � �'''// /� //� N � fib JOIN PHASE t �� 1` 2168 I I . /� T T � CQ ST1ZUCT1 Oi.1 / (!O Ty�E 1 1. I '/' // // / .0 f e.(0-24' EXISTING MEDIAN V A- — -- � -— - - � EXISTING SOLID WHITE LANE STRIPE Ty�E /// // // /// Juw PHASE l + ��\ r EXIST. SINGLE WHITE LANE STRIPE �\` 12_10O6 ��� – COt15T2UCTlOt�! /// /////// d EXIST. WHITE SOLID STRIPE - -fir QZZ — _ 3 OV 2 tJ 1 EXIST" CSG.--T— - ---- �� - -- - o ^~ ivo PEv�sT,�.aris"SiG-v ve "TEMP. a.C. Pv MT. Ft_A5uIN6 • � X &1Z120W5E o $ Q SIGt..t � XtsY. Pt-LASE 4 a V / co� ,eu sTcr � lal a (1 J 0 / 4✓ 350 Tapeie =Aq I �' a a o U N . w LL / �TIC � w N Q / IDE NT a 521 O P20P. 5Tt02M peam4 750 500 ( a _ f DEl�j'��� SCALE-. 1 " = 40' DETOU PLAN w6 40� Uzi t Ct8 pnAsE 0 I� EXt 15T'tWE.) SINGLE WHITE LANE STRIPE <= . EXtS t1•JG ME(�IQN Al C-l3 — I E7t Tl WG SINGLE WHITE LANE STRIPE cis I —� (D (G QG SINGLE WHITE LANE STRIPE�� EX15T11JG MEOlotil n SINGLE WHITE LANE STRIPE lit) LEGEND: � ` WtX (~ - C2t�r W40) I --x x x x CONE OR DELINEATOR C Ig 500 G if 750 -750 750` IIIIIIII SIGN — � I � DIRECTION OF TRAVEL '0 � 3247 �0 f08 DESCRIPTION cf REVISION DATE APPROVE ---� K RAIL TYPE BARRIER CITY of RANCHO CUCAMONGA PnUASEH nA" AYEN AVENUE 00** QROFESSIDETCUlm PLAN�N �alT l(��(/'V UV W �N o. 14 1 m Exp. APPROVED BY _ DATE 4-12 st cpv fly t7FCs10��\a GTY ENGNEER RCE No 22397 DESIGN MADO ASSOCIATES, INC. RECOMMENDED CONSULTING CIVIL ENGINEERS AND LAND PLANNERS — DRAW N 1820 E. 16th Street SHE;-: T SANTA ANA, CALIFORNIA 92701 PHONE 714 • 835 2548 �F SEE SHEET 5 FOR DETOUR NATES CKEC KEDRCE No 14814- DRAWING NO. �.j� JfTE to-t3-87FILE NO /?,' l.Zylp-fl