Loading...
HomeMy WebLinkAbout1472 f GENERAL NOTES CONSTRUCTION NOTES AND QUANTITIES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA Ol CONSTRUCT 8" P.C.C. CURB AND GUTTER PER CITY OF RANCHO STANDARDS AND THE STANDARD §PECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - 19111 EDITION. CUCAMONGA STD. DWG. NO. 303. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 2131 L.F. CONTRACTOR SHALL BE FAMILIAR WITHIN AND SHALL BE RESPONSIBLE FOR AERENCE TO THESE STANDARDS AND SPECIFICATIONS. STREET IMPROVEMENT PLANS O2 CONSTRUCT 4 ' WIDE P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 304 AND 311. . . . . . . . . . . . . . . . . . . . . . . . . . 10,460 S.F. 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 LEGEND O3 CONSTRUCT HANDICAP RAMP PER CITY OF RANCHO CUCAMONGA LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, STD. DWG. NO. 310. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 EA. RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. TC /A'0/G4TES TDP Df GUPs FOR fG /ASD/C,9rES FLOWL/.f'E 4O CONSTRUCT COMMERCIAL/INDUSTRIAL DRIVE APPROACH PER CITY 3. *ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE ANDOF RANCHO CUCAMONGA STD. DWG. NO. 306 (WIDTH & RADIUS SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR GB /NO/CATES 6R.4ps .9tr_*1c AS NOTED ON PLAN) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Abdi S.F INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. GB 14ID/64TE5 G.4TGA 6I5141 PM . N0, 12959 1 05 CONSTRUCT SPANDREL AND CROSS GUTTER PER CITY OF RANCHO 3 D //VD/�•►TE5 STORM A��oi41 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CUCAMONGA STD. DWG. NO. 308. . 1,?-13 S.F. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR w P /pp/GATES jv,4TER I�.tLliE + TO ANY ENCROACHMENT OR CONSTRUCTIOIV...WIT}JIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF- eel 6 PLACE 4 A.C. OVER 8 607 g0 l.F.' C. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ," WAY. G Y /NO/(ATOS CAIS !/ LVE "' 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER, PAVING STAKES SHALL BE SET AT ,.. /ND/GATES EX/ST. F/RE /WYDRA.VT 4 O7 PLACE A.C. OVERLAY (0.101MIN) . . . . . . . . . . . . . . . . . . . . . . . .`. . . . . . . 6,4151 ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT EX/9T. EbKiER POLE c O8 COLD PLANE EXIST. A.C. PAVEMENT (SEE DETAIL ON SHT. 1) . . . . . . (A."75.F. ll NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY u� ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. -X X- /ND/G9Ia<SEX/ST. G�Y•�WG/NKF6NGE i O9 REMOVE EXIST. A.C. PAVEMENT. . . . . . . . . . . . . . . . 106'1°1 S.t`. T 1AtP1C,#rt'SE'XiST. TEL.EP.y041,f bW�/T °C • • • - • • . - . - - • • • • • • oil 6. ALL SEWER„ WATER, ELECTRIC, GAS PHONE OR OTHER UTILITY LATERALS, MAINS OR CROSSINGS SHALL /No�cArES EX/ST. GAS MA/{/ 3 10 REMOVE EXIST. POWER POLE, CONDUITS, VAULTS AND SUPPORTS BY BE CONSTRUCTED PRIOR TO PAVING. OTHERS .(COORDINATE THE REMOVAL AND UNDERGROUNDING WITH 1%0/G4rc5 EX/Sr 11041/1 APPROPRIATE UTILITY AGENCIES 1. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .• L.F. 7. COMPACTION TEST OF EMBANKMENT CONSTRUCTION,, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND g" /.y0/G,ITESE11577 5EK/2:�P1,14/N ^- _ -- ` '- 11 ADJUST EXIST. F.H. TO PROPOSED GRADE PER WATER PLANS AND ALL SUB-GRADES 4HALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A _ _E __ /iVD/G4TE5 EX/ST ED/SoN CoNOU/T T-� -�_ _ -� -• = T �-- _ (COORDINATE WITH C.C.W.D. ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 EA. WRITTEN EPORT TH ESE ION EST SHALL BE SUBMITTED TO APPROVAL RP PRIOR TOITHE PLACEMENT P OF BASETMATER ALS AND/OSURFACING.THE CITY ENGINEER FOR /.1/D/C9TES COLO RL�vil/E EX/ST. J r oL 154} 1 (" EE SHEET 12 ADJUST EXIST. EDISON VAULT TO PROPOSED GRADE A•G. PAV6ME,l/T a o O (COORDINATE WITH S.C.E. ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I EA• , 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER / REM41�E EX/ST ®410IC-47,r37 PI+t rho�yF LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND x.c 43fy_-1-7Evr oR Rt.t. IMP. ,� 13 ADJUST EXIST. G.T.E. M.H. TO PROPOSED GRADE GRADATION OF ASPHALT PAVING. (COORDINATE WITH G.T.E. ) . . . . . . . . . . . . /,Vo/G9TES A.C. oY�PUY pM T09>50-t . . . . . . . . . . . . . . . . . . . . . . . EA. (O- 14 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY � / 1 O ADJUST EXIST. G.T.E. VAULT TO GRADE (COORDINATE WITH G.T.E.) . I EA. ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY SIEVE ANALYSIS AND SAND 71 /ND/CA TES 4" IG" i 15 ADJUST WATER VALVE MANHOLE TO GRADECOORDINATE WITH C.C.W.D. ' EA EQUIVALENT OF AGGREGATE BASE. o{'ER 8 C Ate- O ( ) 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE D.A. IUDICATES D.RIV.E_APPROACM. � 16 RELOCATE EXIST. SIGN TO BACK OF CURB. . . . . . . . . . . . . . . . . . . . . . . . . ZEA• STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL) . "'• T.R. IUDICATE5 TOP OF RAIL _ /vFJ 17 EXIST. R.R. CROSSING SIGNAL TO BE REMOVED BY A.T. & • ELEYATIOt�[, Ex15TIfJG. � 4 - - ~- S.F. RAILROAD (COORDINATE WITH A.T. & S.F. RAILROAD) . . . . . . . . . YEA. 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND r 18 EXIST. R.R. UTILITY BOX TO BE ADJUSTED OR RELOCATED BY ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER 19M 12�50� A.T. & S.F. RAILROAD (COORDINATE WITH A.T. & S.F. RAILROAD. . . 2 EA. THAN THE NATIVE MATERIAL. , 1 i 19 EXIST. UTILITY POLE TO BE REMOVED BY S.C.E. CPAID 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE li AND COORDINATED BY DEVELOPER. . . . . . . . . . . . . . . . . I EA. E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S -•ftm RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. I - - _ _ 20 ADJUST EXIST. W.V. TO GRADE (COORDINATE WITH C.C.W.D. ) . . . . . . ZO EA. 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE - 21 ADJUST EXIST. G.V. TO GRADE (COORDINATE WITH SO. CAL. GAS) . . 4 EA. DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES ` 22 SAWCUT AS NOTED 06" MIN. FROM E.P. 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . Z3-92. LF. BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT - SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 23 INSTALL 2 X 4 REDWOOD'HEADER. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LIZ L.F. �[ r A 24 19. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL BE 5�l��T j1V�EX ��•�►� O INSTALL STREET LIGHT 9500 LUMEN H.P.S.V. BY S.C.E. , PAID AND CONSTRUCTED AT EACH INTERSECTION. COORDINATED BY DEVELOPER. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 EA. NTS, ©S INSTALL IS GAL. STREET TREE PER STD.601 AMD NOTES ON S11T. i . . 52 EA 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE 26 _REMOVE EXIST. A.C. BERM. . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . 122 L.t: REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. STREET NAME STREET TREE SIZE SPACING QTY, N,tN»ip c CONSTRUCTION � 27 Z06l .L.F. NOTES CCONT. REMOVE EXIST. CHAIN LINK FENCE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, ! THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. ARROW ROUTE LIQUIDAMBAR 5TYRACIFLUA 15 GAL. 25' O.C. S4 8 42 ADJUST EXIST. S.M.N. TO GRADE (COORDINATE WITH i EA. 28 CONSTRUCT DUAL HANDICAP RAMP PER DETAIL "A" OW SHT. b.. . . . . . . 2 EA. ' 17. CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYS PRIOR TO EXCAVATION. PALO ALTO 9 REMOVE -EXIST. STREET LIGHT (COORDINATE W11" S.C.E.) . . I EA. . . . . . . .. PHONE- 1 1(800)422-4133. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: !. Fort fTRatT 7A00i ��+ p�-��EC -r 0'HEE7 No %�s 2 • • 43 REMOVE PORTION OF EXIST. D.A. AMD RECONSTRUCT PER CITY OF RANCHO CUCAMOUGA STD. MUG. MO.3M (W=34'.R=6'). DOWEL 30 STREET NAME SIGN PER STRIPING PLAN. . . . . . . . . . . . . . . . . . . . . . . . . . IEA. � INTO EXIST. D.A. WITM A4 AT IB" D.C. . . . . . . . _ 293 S.F. A. SOUTHERN CALIFORNIA EDISON CO. (714) 986-5861 CONSTRUCTION NOTES ( CONT ) - 31 RI (36") SIGN, LIMIT LINE & STOP LEGEND PER STRIPING PLAN. . . L.S. 7951 REDWOOD AVENUE 44 INSTALL TYPE M B.F. SERVICL EO.UIPMENT ENCLOCURE PER FONTANA, CA 92336 11 EA 32 CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY OF RANCHO . . . . 250 s.F. 51 INSTALL 22,000 LUMIN "PSV STREET LIGHT ON A 2b-4-80 CALTRAUS STD. ES-2E (COORDINATE WITH S.C.E). . . . . . . . . . . . . . WtAMONCA CITY STD. NO.311. MODIFY WIDTH AS SHOWN ON PILAU. B. RANCHO CUCAMONGA FIRE PROTECTION AGENCY (714) 987-6405 SIGNAL STANDARD POLE WITH 15' LUMINAIRE ARM 3" 4 EA. 10500 CIVIC CENTER DR. CONDUIT SWEEP. AND FOUNDATION PER, CALTRANS STANDARD 45 K-11 SIGN E POST PER STRIPING .PLAN . . . . . . . . . RANCHO CUCAMONGA, CA 91730 PLAN A ES - (6R . LUMINAIRE SMALL BE CUT-OFF TYPE , , 2 EA. 34 RUBBER CROSSING TO BE INSTALLED BY A.T. & S.F. RAILROAD OCONSTRUCT 6" P.C.C. CURE E GUTTER PER CITY OF RANCHO (COORDINATE WITH A.T. & S.F. RAILROAD) . . . . . . . . . . . . . . . . . . . . . . L.S. C. ATCHISON, TOPEKA AND SANTA FE RAILWAY CO. (213) 267-5111 52 INSTALL 3" HOT-DIP GALVANIZED RIGID STEEL CONDUIT CUCAMONGA STD. DWG.N0.303. MODIFY GUTTER W1DTIA, = 16" 740 E. CARNEGIE DR. 35 RAILROAD TRACKS TO BE ADJUSTED BY A.T. & S.F. RAILROAD SAN E. CARNEGI R. 92408-3571 CONFORMING TO THE: RE(WIREMENIS OF SECTION WP -2.65A " 4.5 LF. MATERIAL CI) OF THE CALTRANS 5TA'MDAED SPECIFICATIONS TO MATCH EXIST.. . . . . . . . . . (COORDINATE WITH A.T. & S.F. RAILROAD) . . . . . . . . . . . . . . . . . . . . . . L.S. D. GENERAL TELEPHONE COMPANY (714) 949-8108 DATED 7UL`I 1997. WITH PULL ROPE (IB" COVER IN PARKWAY ___.__�.F 420 41 INSTALL 1-i/2"NOT-DIP GALVANIZED R1fi1D STEEL LONDUIT , AND 30" COVER IN STREETS). _ 585 N. MOUNTAIN AVENUE CONFORMING TO TAE REQUIREMENTS OF SECTION ab-ZASA UPLAND, CA 91786 - 53 INSTALL 2" HOT-DIP GALVANIZED R161D S1EEL CONDUIT "MATEIZIAL"C110F THE CALTRANS "STAI,IDARD SPECIFICAT10N5" CONFORMING TO THE RE(1UIREMENTS OF SECTION Blo•2.OSA DAZED JULY MGM W11141 PULL ROPE (IB" COVER IN PARKWAY I; 2100LF 37 REMOVE EXIST. HANDICAP RAMP AND CONSTRUCT DUAL 14AIJDICAD RAMP E. CUCAMONGA COUNTY WATER DISTRICT (8) (CCWD) (714) 987-2591 "MATERIAL" (1) OF T14E CALTRANS "STANDARD SPECIFICATIONS" 30" COVER IN S71ZS05) . . . . . . . PER DETAIL ''C" ON SAT. (o. . . . . . . . . . 2 EA 9641 SAN BERNARDINO ROAD DATED JULY 1492. WITH PULL ROPE Chis" COVER IN PARKWAY P.O. BOX 638 AND 30" COVER IN STREETS. 20 LF 46 INSTALL W0.5 PULL BOX TER CALTRANS STAAIDARD 38 CONSTRUCT LOCAL DEPRESSION NO.1 PER L.A.C.F.C.D. STD. DWG. . . RANCHO CUCAMONGA, CA 91730 - � � • ' SPECIFICATIONS SECTION 136-2.016 "PULL BOXES" DATED TULY O INSTALL NO.G PULL 561 PER CALTRANS STANDARD SPECIFICAIIOMS lb EA. N0. 2-0415. GEE GMT. G. . . . . . . .� LF 19Q2. COVERS SNAIL READ "TRAFFIC SIGNALS" ONLY. . . . F. CHINO BASIN MUNICIPAL WATER DISTRICT (9) (714) 987-1712 SECTION 96. 2.0Ie 'PULL BOXES" DATED 3ULV 1992. COVERS SMALL 8555 ARCHIBALD AVENUE READ "TRAFFIC SIGNALS" ONLY SEA. 49 INSTALL 12,ODD LUM1N HPSY STREET L16M1 ON A 111-4-10 &` tOpSTRllCT s" CURB ONLY PER CITY OF RANCHO CUCAMONGA STD. 143 LF. P.O. BOX 697 SIGNAL STANDARD DOLE WITH 6' LUMINAIRE ARM,3" CONDUIT DWG. Mo. 301. . RANCHO CUCAMONGA, CA 91730 5S INSTALL TYPE 3I1 BF SINGLE METER SERVICE ENCLOSURE - SWEEP, AND FOUNDATION PER CALTRANS STANDARD PLAN # PER CALTRANS STD. E5-2E WITH 50 AMP METERED BREAKER ES -(oR . LUMINAIRE SHALL BE CUTOFF TYPE �- 40 CONSTRUCT RIVE0. WASHED GRANITE COBblESTONES PER 551 5.F 11. TRE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMM SHALL NOT 1t PLACED FOR SIGNAL CIRCUIT. 15 AMP. METERED BREAKER FOR - - • - DETAIL ON SMT. S. - UNTIL ALL UTILITINS AND UTILITY LATERALS WITHIN THE ROADWAY NAVE BEEN INSTALLED, ALL ON- I.I.S.N.S.. AND TWO 30 AMP UNMETERED BREAKERS FOR I EA O INSTALL 22 000 LUMIM HPSY STREET LIGHT DN A 24-4-60 41 ik9 RAILROAD CR05S11J6 GATES SAFETY LI6NTING. AND W/TYPET PHOTOELECTRIC CONTROL. . . SIGNAL STANDARD POLE WITH 12' LUMINAIRE ARM . 3" AND FLASHER LIGHTS TO BE BENCH MARK SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY EX15T. AIR VENT TO SE RELOCATED BY 60. CAL. GAS. PAID AND CONDUIT SWEEP, AND FOUNDATION PER CALTRANS STANDARD INSTALLED BV A.T. AND S.F. le; ENGINEER. COORDINATED BY DEVELOPER _ Ea PLANS * ES-6R. LUMINAIRE SlkALL BE CUT-OFF TYPE RAILROAD. ., . . . . . . L.S. BM NO. 122 REMO yyc, OWE APPROACH IA. 16+ 16.58 CHIZ "El" N.E.C. CONCRETE VAULT, FRONT OF ,; -- - ADD ST. LIGHTS (4) REMOVE* REPLACE It-Vol I ABITIBI PLANT, SO. SIDE ARROW ROUTE, WEST R/W /oa. R/K, 100 �` QFOFESS/ah' Sp E LEG�_ pNt 9 r 1c`N * /' SOUTHOF (OFSTER. LOCATED AT STA. 5589;33' �t/W t,Q '4( D a c c ,, ` 50' EX/ST/NG //`fPROi'EMENTJ 50' F Z c.� Gs 3' {.d•RT DL"�Y FR�ft STA i 1FGt.�A TY ,f TA sa" EX/sT, //YPROVEMENTS 50 CARtT.��l;�ll ,�. �t-Y`O( If OF ?; ELEV. 1164.409 LAJ 13669 o� Z Z �- 12.5' 3' 3s' -J.4 "+ REMOVE EXIST A.C. 1 /}DOFD S IDEIdALJC. I}WU R>=V ISEU 2 f 1J ShFT. S chit INFIRM v La W AND PLACE NEW STRUC URAL n 9,5' 3' a 3' GOLD PLANE 7/A VARIES 4' VARc� j v SECTION PARIES 4' VARIES , 7 d �' Z 4 CITY Ea°is SAwCUT Tb A CLEfA 22 3'Mlrr vc M/A/. O./O DYEEL OY SAWCUT TO A c�+�v 2Z MIN. s.w �9jF Of CAUFU��\P v c DESCRIPTION OF RE VIS ION DATE APPROVED STKA/GMT EOGE ° SDv�N C ¢G� AT �� ~ FOOTHILL BLVD. CITY OF RANCHO CUCAMONGA 3'COLO PLANE TO i/ 12.5•.SOUT// Of �' 1 - r Q W V !Ik( 13' TO jle' STA.31+17.9 TO STA.34+ Q 1 Z 7 a MiN. 0./0' OVERLAr %.4 SFA. 50+5D TO STA.52+52. ( Lu J ~ 3 s EXItT. A.C. _ .0 /3.a' PAVEMENT STREET IMPROVEMENTS hQ e� h` �. oa ioW 3 wI" VARIES ~ +o.oe'so *•441 ExisT. °•S \erR•�. Qf;�ct •fa ,l0/ N R' � � SITE ECT �y vl e N S /T 6 AT '=1I W 4 dad r•.MA•.+s.!/► LEVEL ( rozo W`UNE - - / 44"a' LEVEL TO �'e LnvE-- Z� � '% / R�� gtsKy ARRoN RT. i Q R W Q ROUTE SHEET TITLE I�r� (p.�x ro - -� II.-r7'-` To z y./�) T Z•9g-f - �v7, L- L J (o.2 Q o r A --+E- ti EE TYPICAL COLD FLANE / Z h 9'C _- t 2 � ' SEE TYPICAL COLD PLANE/ JOIN DETAIL HEREON = lu JER BLVD. PM. NO. 12959 -1 JOIN DETAIL 14EKEOiJ ex/sr. 6Touwo �• `' RWY APPROVED BY: � DATE:�^ ' ? CITY ENGINEER,,, : � ((a at ��� RC.E NO. 24453 TYPICAL SECTION TYPICAL SECTION ARROW ROUTE ,r��s. ARROW ROUTE N.Tf- DESIGN RECOMMENDED • ���MIM MACK ENGINEERING BCL 1 2890 INLAND )BRIBE BLVD., STB. 108 STA. 34 t 00.00 TO STA. 50 +50.00 STA. 310111 TO STA. 34400 WA �jq14) "8C38200RFAX (7IA 14948-3823 (T - N.T.S. DRAWN SHEET STA 50+50.00 TO STA. 52+25.00 R = 67 TI 9.0 R ( 0 T I = 9.0 TYPICAL COLD PLANE / JOIN DETAIL D.M. OF G = = G. a� `7'1 t'L ��� ASV 10twf 4{}RaAeKON "14),EQ11KAVC, REPLOOC, N.T.5. VICINITY MAP CHECKED TIMOTHY P. MIM MACX RLE. 33310 E*1. 6-30-91) DRAWING N0. ' sT0t0•Trcc&56Al wun�t wZ�3A0 8 +t=u,s TER �.ze,� C I T `� ELATE /0.5.9 Z FILE ND. / 7Z _ ' vac poet-eaZ9t / C,e F1De 7o T�/�Af_ SECf/eN CAPELLINO 89054 P9,07E CT STAT. 11O / QF ZO �,,, % 3, ........... .... ....." .... ....... ...... .... ....... ....... ...... J": G:,.:��_AT F-.1 :W2, 7 :7., 7 .. ­­.... ..... M . ......... ..... -J-...... ........... .......... .......... .4* .... ...... ........... ...... ......... �vw ....................... w v ... ....... ........... A ...... ... .......... A ............. .......... .............. ...... ....... ........... ....... ...... i_ .4 ..............I... 1k. _4.... ........... . ..... X,�w 7 ....... 'A i .......... ...........I........ ................".......... u ......�J_Y� 'A A .. fAEL ......i--1-.-.- .. .......... .......... v ..................... ................ v .............'. -- I.-­.­........... X............. A.... .. v A,/ m q j J ........�­ r V/ I- 4 ......t, ...... 1.:7-.. .... ....... 777 _4- ......... ....... ..: .1-1 J_:\ J__... A� ......... -:3. .... ....... .:............:.,.. ...... ............... 4- .... .... 4- .. .. .... ........... ............. .)7 ... ... ..... ... .......... ...........i T7.............. MIL-1..........., .......... ................ .......... .... .... ........ ... ...... ... .... .......... ......... . .... .... ......... .......... ',....... .. ...... ...... ......... 7. �4 :7**::.%:77.... 0 .......... ...... ....... ...... ...... 'J_..... .......... .................. t ...... ....... ................... In" ......... ... ............ ......... ............. J ..................... Im ....... % ........... ..........­.­ _�­­_"�... ;.,­...... ...... k ......... 11-SH. T I: .......... ...... Af`Z:E`:""`A J': .......... -F_ 1S ............ TIN $U + .......... :J .......... ........... .............. _i__... ...­­ I—— ­ , ­_,_...._:. .......... ...... ........... ........... ...... ...... ...... .. .... ...... _11._­­ ­­�­­­`.­­­ �i­ - ; ­___............ ...... ... .... .......... 1-1--, 4- :, % 3 ........ J.................. --- ....... ..........:-- ....7N W ... 777' :17 y ..... ....... tu x .......... ...... M .... '3... ------------ h Yk \vj- .......... ....... .... ....... ...... ...---------- ................. .......... Y \9 ..........r........ V)...... j- ............. X ......... �y_ .......... 4 ...... 7 7777�=. -1-77.. ...... 77-7., ........ J- .-�.. .... .... ....... ........ ............ ...... ........... E� ........ �........ _0 __i� .... ZLL . ..... % 71. L: ............ ............ ......... ............... v .......... ............. ...... f ............. .......... ....... ....... TI- . ... ..... ....... ....... ............ .. ......... _4 A.- ......... ..................�1.1,­,.,:.:.i:�: .......... 4_.... .......... ..... ......: ...... ..... f .......... ...... ------�­ .... .... ............. ...... -U ­­­­�...........*. ... ...... ...... ......... ......... .. .... .. ........ ...... .......... ...... ­�...... c ...... SO .......r", ....... ...... ........ -.1......... i. 4. .............. :T_ .......... ....... A-- .................... ... ... ...... ....... .:......... ......... .......... ........... .......... .......... ........ ......-A...... ...... ...... ... ...... .... ... ....i ... .. A__ ....... ­.:­­­,­�......... I........... ........... ........ .......... .......... ........ ... ....... ..... ..... ....... -,.TT ::7� .......... ...... ...... ....... ............ ....... ...... ......... ........ ....... ...... . ..... 3 7: UT Hi �0. �­ ....Ii­­­­......... ...... "OPP 013.4-,ED .............. ....... . ..... ........ ................... ..... ...... .......... T f �Ia. _4 .. ..... ...... U, _L:�: ........... .. ........... ....... ...... .......... ............... r\ ...... ..... ......... ....... ...... 4. ....................... ............. ;M. .... .. .......... ...... ............ ...... :.J .... ........ .... ........ ......; -31 ........ LLJ ...... 7. ...... .......... ...... ­77777�� /T .......*.'.*_��,­::::_ .......... ....... .......... .......... 7 ..... ....... 0 ........ ...... _77�_... ........... -w' . ..... ......... ... __T ................ ...... :0.4, 0., _4............... ... ... ............. ...... ...... ...... y... .......... ......... .......... .......... .......... ............ ....... -4� All -4- _7 N. ...... .... ...... . .........- ..........- ....... 4... .. ........ r .......... ............. m A__ .... ..... ............. ............ --1. ..... ....... A.T_ ....NY :0 tKU F �kDE H 0 i� ...... ............ ............ J­::_:�,::,��:17__� ... ...... Y) 1W. G 5 OU . ...... ... .. isl ... ...... ............... ........ A—' _:7 N .......��:l N 24 Ir ...... ............ ...... .................... aj _7 ........ ... 190 ...... ........... A— .4.c4-:r NJ­� 4-- 'N 4_ i-.L�p4e-,N�::.-...-:';.-::.:--::::.m A' . ........... J.. .... ...... ...... ub 14,vz-- ....... 1.1w uj w 4 �T.. ... . ..... I, j..... .4- :-j 1 MW 4 A -_4... ...... P 4 ............ ROF I LE S C 4__ ...... �a 00 La .......­ ... .... 7 ..4 .... ..... *< A .10, �J..... �J.. cr ...... CU&b C HORIZ. ........ 777777777777= ...... ..... .. .......... 'E- R T. 7�T ...... i ..... .......... ...... A c IV 00. ...IL .......... %.. . ..... �'XE 7P .. .... 40 ............. 1AF. 4" 4 W. V FR. PER ...... p WATER PLANS cn ........ .4 A ......­­ 4 1 4.... ......... 0% 37 .30 3 9 3 A 35 310 % 3 1 32 33 , 94, =L E G EIN'D_ NOTE SPECIAL PROVISIORS FOR T"AT POR.-V I ON, OF TIAE CURV E ID AT A M A L E AVE INPI r,,47_,rS 40P 0,-- &41&,6 SIGNAL CONSTRUCTION PER TIAIS PLAN ARE ON F,,E HITE OAKIN E.. 0 IN TIAE OFFICE OF THE CITY ENGIMEEK. 0 zs L lIV,014,47,26S r,1e9141Z14Z=' 4' WIDE SIDEWALK r5 - ly/.9 rlAla 0 VIE M16/v 900 OD-00 1# 35.00' 54.9B /5 rl ct IIV,,, Ro XE I' 0 C.F. Al 4 A- Ale. 410 ClrY /Z,441 ,% 54.9 35.01' 1 1#) qD0001 3511 35.bb' POT14OLE EXIST EVISOM r4.; 4-VAULI I I .1 4 CONDUIT pRIOZ TO 1510 INP140r,65 (61.4 TOP) cr S91D r,,g I zz" 35.DO 1 54.91 34. 11 on ;oo SEE 5IGNING AMD STPLIP CONSTIZUCTIOM AND 0 A PLANS FOR ARROW ROUTE wv 1Af,0A:,-W* 7,6-\5 90r,,,5�e R I w POT �OLE EXIST. I I NOTIFY ENGANEEP, OF 1WSOM CONDUIT FRIOK -4 L z STA.39+80.(89 A�/- DEPTIA AMD ALIGMMEN a y TO CONST. STA. 39 4(al-19 EDGE D.A. AT 53 AN D, z EDISON \IAULi A A (ot.gto F%1W --,) T� /::/9,f A1YP,1FXA1;r EMGMEEP, OF tu I 1 1 6,_. 1-1 j 11 11' 1 INP1447S N;r37 ALIGUMENT. 4 9XI57-IN6 w 0 ah owftL ommoo, jwjb� x AFIL e r Y w DETAO IL 5 E,X/5 rINa 11,6-11�WN 7�9 el7le PZ41V OW4; Ala T 'r _x_ R, Ou E 3: _t v V x R/w 0�m U) .................. mplew re,-:;, crls;r r"PlIoA145 a7AIP111 7' lie, -7 P0 Y f, 'y + __1_-__11 I __11,........... W P.. Wo _K .............. tr 4 D ImpleA nu h,/sr fiflXralF/w 1( ci 19 %9, T, Pw cn F lNpIC�f re,!�; x A _' ' �,1� .5 5EE DETAIL -AN 41v1c,47.E.5 .vp4ll r Q9 54 ....... -----------:�� 366 t,� t7y 36`6 36"6 x X4 41 S.584 __j 51L -4 6 w co n52 rA N /I 54 416 20 N 8 9 1.9 f.58 W 40 24 33 OR P". IMP. -3 Dj 10 3 6 37- L 4, 157' @2 . ;��4 -3 X4, z LM 4 I b 0 x m x x In S. k\j _, u__ -V_ X N x eke ... ....... 1,4Y A 1151�w� EX. A0 0 e �"IC 4z -7- (49./0 ,00, 06 0"C F bL .......... rlm 4 q'i -1 7- 'y 7 '54 /77 S5 5 1111,0144 7. 9"C.A.15� 0 0 7 Dlkt\JE APPPOAe-14. ui % 45 D.A., INDICATES to x 4 IVIDICATES TOP OT- RAIL 43 Lu Ir4 `� �_ �"p 1, ,I " -4 49 x N! 1-114 (TYP) U27 ki I$ E.C.R. A N D H btt ------ W__ 0 52 -4- 4, Mll% 10 lu 4- NS TR UCT Nr-1-1._­'.11 u_ c1l. 4- 4 F U-1 r ; 0 _2 �4 , or Ll MIT G.C.E. PLANS �7 Arf , -1 �)% I (, qlxl, A .1111�/vy 51N 0 39.+29.00 Lbj + EM41ING. :D" ca V DETAI L D I m .3 Q) %7T ci %n <-t �! z L13 !;E , ar 141 �\j LU r4n 11 C::k 13\3 'cia I %% -_1� v (y) S/W CURb RETURM 1 144 rA k4 %n Lij 4) 0. or- wo N uj N cf) Z Y 1 20 td 0, a <:) 0\ N >4 rq cl-i �) < 11 1 � k 41 11 ".1 -- .0�i \6 9) 1 % I Z & �\i t 43 > 3 L111i N ;_r fy) to _j K Is CL- sj� \,q 40 + It Q( Lu Z ac % > _kvpm 4 N) kin %A CIO rmn rn 7N V, F� ON ii! AVER U Z rn m m M. cn LA\ A 00 5) N P,.e A ui 12'59 Zj uj ;z g pppo*ca N N 14 It rp t�j �9 c" r?It 7* 0"At 'S% mis r 7R&ss ID N 00"1 CONSTRUCTION NOTF,.S a- 1__� Iq =� 1� Z,; 'N \1 awt.0 Lp < * Li- j) Lu -0 �)o KA -cc �_ %J� u I kn uj GITT p on F- in kro me to V,, tn %,jj W kn = DATE CT 8 C.C. CURB AMD GUTTER PER CITY OF RANCHO ;;n 4=1 (D DESCRIPTION OF REVISION to Li- CUCAMONGA 5TD. DW.G. NO. 303. tot cn '0 0 on Qk�z A Z' UO w % film& Ik Aodh a Amb, A tit EL 0 <Lu A% qp ILI ME N'-% All,'WE m ro F.C.C. SIDEWALK PER CITY OF RANCHO K uj< t) CONSTRUCT 4' WIDF CL. �pf�E S io U I T %iv n CA 0. 304 AND NO. 311. to NT, CUCAMONGA STD. DVQG' N 1y) E T N Lu STIEr _10 s-ritecT POES 71E WITIA 29 REMOYE EXIST STREET LIGIAT (COORDINA k T#00 000S 'F:O'q �p CONSTRUCT 14AMDICAP > &AMP PER CITY OF RANCHO LU 12 q5 9-1 5T RE:El PLANS 41'1'tl_%�Ii�,, �, SEE fr%.M REMOVE EXIST. HAMPICAF RAMP AMD CONSTEUCT DUAL IAANDICAP RRMP PER PETAIL "C110m G"T.(A. 31, to Coto STREET IMPROVEMENT PLAN @ STD. DWG. NO. 310. 91 p"I I-P d- PLAN AND PROFILE %00 ' 2 5 rit 9 E T TZE69 '5/40W#j 04 f0K OAK A'Yr- 38 CONSTRUCT LDCAL-DEPRESS(OM MD.9. ?EK -0415. SEE SHT.ta. rn m § RIAL DRIVE APPROAC14 PER CITY GRmoe,-PEIL TYR SiECTiorl S14T. , 10F20. t1o. '5 3 CONSTRUCT COMMERCIAL/INDUST STALL 1-112 HOT-DIP GALVANIZED RMID STEEL CDNDUIT COMFORM(MG TO T14E REOLUIRiMEUTS M�l V-- 0� 71]'It 0 Z OF RAKIC140 CUCAMONGA STD. DWG. NO. 30(a (WIDTH AND RADIUS OF SECTION 8(b.21SA "MATERIAL"(1) OF THE CALTRANS "STANDARD SPENF ICATiONG K_e,� 'rF-SSI (COORDINATE W IT G.T.E.). .., ­, V 0 1 V, I 4ow1w E ADJUST EXIST G.T.E. M.R. TO PROFOSED GRADE IN' W 11w U A5 NOTE W 49 1 0% PER CALTRAMS STAN17ARV SPEC IFICAT ION5, SECTIOM 5(a-Z.O6 "PULL BOX ES W5TALL NO.5 PULL 6 u RADE (COORDINATE WIT14 C.C.W.D.) ........... D ON PLAN). D JLY Mq2l)WITH PULL ROPE ILIB'*COVER 114 PARKWAY � :5011 COVER IN STREET9.:) A STA. 31.17.9 T1ft STA 544 PLACE 4" A.C. OVER go' C.A.6. ADJUST EXIST. W.V. To C 'TRAFFIC CaMNALS" OULV. DATED JULY IPI921.,COVERS 5"ALL RtAb -9 ,L -�q Jr. REAVE C�096LO/ PM. NO. 129 - -1 -90 SMUAL STANDARD POLE WITIA S' LUMINAIlk 1USTALL Z21000 LUMIN "P5V STREET LIG"T ON A 101-4 PLACE A.C. OVEWLA'y CO.10' MIM-) SAWCUT AS,INDTED. Ito" MIM. FROM E.P.) ARM. 311 CONDUIT SWEEF AVID FOUMDATIOM PER CALTRANS STANDARD PLAN R ES-6R. LUMIMAIRE 941 aPLACC 01'rl� 7144F. @ 9"ALL BE CUT�OFF TYPE. fill DATE* COLD PLANE EXIGT. A.C. PAVCMEMT (SEE DETAIL ON 5"T. i (D4 INSTALL 5TREET LIG14T 9500 LUMEN 14.P.S.V. BY S.C.E.$ PAID AND DUIT fig L RCoE NO. 24q53 COORDINATED BY DEVELOPER. INSTALL Z2P80 LUMIN RPSV STREET LIGHT ON A 24-4-90 SIGNAL STAMDARD POLE'WITH 12' 64MINAtNE Aim,3,466 BBC" 'IhvalARK CITY ENGINEER SWEEP.,AMD FOUNDATIOWPER CALTRAWS STANDARD PLANS *ES-Ial?.LUMINAME SgALL 9E CUT-OFF TYPE.* %,"'CIVIL EIRGENERR REMOVE EXIST A.C. PAVEMENT. DOI AMD N,0777ES� ON SHEET i. UMIN�LIAPgV STREET LIGMT ON A 2h-l-bO 5MMAL STANDARD POLE WITIA 15' LUMINAIRE ARM.3 LIT EEP BM NO. IZZ DESIGN RECOMMENDED INSTALL. IS GAL. STREET TREE PER STD. 11 INSTALL 12,600.L M I Imk 'a MACK RANS STANDARD PLAN ItES-GR. LUMIMAIRE 5HALL BE CUT-OFF TYPE., K 1 0% COUCR BCL ARD FOUMDATIOR PER CALT 041z "El N.E.0 ETE VAULT., FRONT OF E I INE E R I N G REMOVE EXIST. POWER POLE. CONDUITS. VAULTS AND 51.1 UIREMENTS OFSECTION %-2.65A "MAIERY WITIA INSTALL 5"IAOT­DIP GALVANIZED RIGID STEEL CONDUIT CONFbKMING TO TKE REOL 4T GO. SIDE ARROW��ROUTE. WEST 108 (COORDINATE T14E REMOVAL AMD UNDERGROUNDING REMOV.F- EYCIST. A.C.. BERM. ,;:7, ABITIBI PLAt I 2890INLAND EMPIRE BLVD.,S mo OTHERS -kAN; "9TAND= SPECIFICATIONS" D 1I1)NITA PULLFOFE (1911 COVER IN PARKWAY � 30"COVER IN GTREETS A DRAWN SHEET APPROPRIATE UTILITY AGENCIES). OF THE CALT IME LOEAIED AT STA. 55-B9-33' ONTARIO, CALIFORNIA 91764 REMOVE. EXIST CAAIN LINK FENCE . IMSTALL Z" P6TDIP GALVANIZED RIGID STEEL COMIDUIT CONFORMING, TOJHE REQUIREMENTS OP 9CETION 8(o-2.05A "MATERIAL"C0 OF -/9\ GD8 23 OF "9TANDARD SPECIFICATIONS" DATEDJULY 1992. WIT" PULL ROPE (18"COVER IRIPAP,11-WAY �30" COVE� IN STREETS). SOUT14 OF OL., (714)948-382-0 FaX.(714)948-38 ADJUST EYIST. FIA. TO PROP09ED GIRADE PER WATER PLANS CALTRANS bb-2..66� "PULL 96�ES DATEO 3ULI lqq?,. COVEKS DRAWING Nw. L DETAIL "A" ON INSTALL MO.(o PULL MI PEK C.ALTRANS "STANDARD SPECIFICAT109S"SECTION "7 CONSTRUCT DUAL IAANDICAP RAMP PEP, CHECKED ( COORDINATE WIT9 C.C.W.D. ) R.C.E. N 0 "TRAFFIC SIGMALG" ORLY. ELEV. 11(64.409. TIMOTHY P. MIM MACK EXP.6-30-94 INSTALL TYPE HE BF SIN&LE METER SERVICE ENCLOSURE PER CALTRANG STD. ES-2E WIT4 SOAMP METERED BREAKE9 FOK SIGNAL ILI 9 DATE FILE NO Z_z 71 EMSON VAULT TO PROP T-0 GRAO WO TWO 36 AMP UNMEIERED BREAKERS FOR SAFETY LI&HTII`4G1 AND W/TYPE Y PROTOELECTRIC CDKITROL. ADJUST EXIST. @ ADjUST G.V. 9: (COORDIXIAn5 WrrH SO. CAL, GA5 CIRCUIT1 15 AMP METEkED BREAKER FOR ( COORVINATEWIT9 S.C.E.) PRO37ECT SWT. NO 0 F �14 1 14, I. . . . ...... . ........... ....... .... .... .............. .......... ... ........ AT 3151 OF EXISTING : TC.......................... . ....... ...... 14 r ......... ...... .......................... .. ............. ... 4r IIVI ly e . ....... ........ ...... ............+ ...... 1.160 C N Ito ...... ...... EX ST NO FIN' SH S U FACE AT.... ...... .... .......... ....... v.......... . ....... A.'-A� .......... ............. .............I.... ...... . ..... A �A... ....... 4 lk 14 -414 14 t,4.... ... ............... ...... ..... IIN....... .... ....... ...... ............ ................. ...... Nei xt PROPOSED TC Wrl 6"..''SO UT H QF _.q. ...... ...i.............. ...... ......... %%t . ......... ..... ... Al+010 Z'777- � %-&UTTEIZ. LL........... s ...........H OF EXISTING GkADEAT 561 1160 TC.. ............. .... .... ............. 90.. ..... .... �j �5............t IIlk:............................ .... .... ...... PROFILE SCA LE ............ HORIZ_ I 40'VERT. 1 4................. ...... .........40 41 42 43 44 45 46 47 48 49 LEGEND CURVE DATA R 1 T T.C. INDICATES TOP OF CURB. 5,0-00,00" .3-6. FL. INDICATES FLOW LINE. 1010' I cli G.B. INDICATES GRADE BREAK. C.S. INDICATES CATCHBASIN. d Au 'k c; z z S.D. INDICATES STORM DRAIN. INDICATES WATER VALVE. eX1571A6- 1"AA-0Ye"&1Vr5 I- V1 w G.V. INDICATES GAS VALVE. w le,r Cl 7Y al-441 Wd- A0. _449 N N w w INDICATES EXIST FIRE HYDRANT.X: , 1, I\_�— __ A 4 cn INDICATES EXIST. POWER POLE. U) a X_ INDICATES EXIST. C14AIM LINK VENCE. INDICATES EXIST. TELEPHONE tONPUIT. —T— I 7" INDICATES EXIST GAS MAIR x PR8POSED STORM PRkIkI PER x INDICATES EVIGT. WATEK MAIN. I —w—5T0?M..DkAlW 416- 5 — INDICATES EXIST SEWER MAIN. �$) 2z z INDICATES EXIST EDISON ClDNOUtT. �t . — —E 4 4.5 1 1 46 47_J40 41 42 IN q- lq,)6� w-.1 IINDICATES tOLD PLANE EXIGT A.C. Ln 20 x x x 20 PAVEMENT OR P.C.C. IMP. sz:s== --K;— i _v 11 x A _k__464 PAVEMENT OR PC.C. IMP. in CID'[ IWDICATE5 A.C. OVERLAY 18.10' MIM.) 7' ++ -�4 4 4-+ 4 )4 STOP IUDICATEG 4" A.C. OVER Z" C.AB. '3 0 I0 D.A. INDICATES DRIVE APPROACH. 47 C5 F�s �v 14 c%I rf) ',9 31 1 0 TY .) (�k_4 TK. INDICATES TOP OF RAIL 8 ELEVATMU. EXISTIMG lyl I%n F CONS%n x -kaz IW7 0 �j 0 + it \ I i V,��, % - ,0 =r < Lu SEE P.M. 2959 -1 STREET FLA�S 0 60, n 6 I + t-'It I \6 ,,-� _k� I�it cl Lu .14 FOR DAK\NDOD PL. al! V) cr % in Z: 4 TACOMA 'DR. W vj 01! r4, '_ 4� '�j'Z4 0) 14 + ul ' ;� g w 16 k 6- 'T -1, cd of.4 %�%n Ci(Z) t q) Lu ul Lm IN(�O) Lu UJI N N w U) 1- cu cr L 49*0 Ll�in w Ili _Q_Lj cr L) sn I cc,j. IIn (2 %n tn _,:z DESCRIPTION OF REVISION DATE CITY be 'Ilk 19 uj -.0 1-i CL 06 JAPPROVED %-of )EL CL Z Lhi CONSTRUCTION NOTES .4 ci R Me' 12959 1111( CONSTRUCT 8" P.C.C. CURB AND GUTTER PER CITY OF RANCHO 0 CUCAMONGA STO. DWG. NO. 303. ftc STREET IMPROVEMENT PLAN PLAN AND PROFILE CONSTRUCT 4' WIDE PE.C. SIDEWALK PER CITY OF RANCHO REMOVE. EY.IST. POWER POLE. CONDUITS. VAULTS AND SUPPORTS BY @ CLICAMONGrA STD. DWG. NO. 304 AMD NO 311. OTHERS ( COORDINATE THE REMOVAL AND UNDERGROUNDIM& Wil" Y_APPROPRIATE UTILITY AGENCIES <CONSTRUCT HANDICAP RAMP PER CITY OF RANC90 CUCAMOMGA 0 ARROW ROUTE STD. D\NG. 140. 310. ADJUST EXIST G.TE. M.M. TO PROPOSED GRADE -.-.'5TREET NAME SIGN FEt STKIPIRG PLAM.( C.06RDINATEE, WITIA G.TE.). �,�,r S TA. 3 10 7. tl T D STA . 54 95 CONSTRUCT COMMERCIAL/INDUSTMAL DRIVE APPROACH PER CITY ADILIST EXIST. W.V. TO GKAVE CC06RDINATE WITIA C.C.W.U.) Fil SIGN. LIMIT LIME AND STOP LEGEND PER. STZIPIVJG FLAV PM. NO. 12959 -1 OF RANCHO CUCAMONGA STD. DWG. NO. 30(a ( WIDTH AND RADIUS AS NOTED ON PLAN). SAWCUT AS KIOTED (W' MIN. FROM E.F.) COMC2TRUe-T LOCAL PEPRESSION 1140.9 PE$L L.A.C.FC.D. STD. APPROVED BY' DATE.4—L-@ DW G. V30. 2-041 S. SEE G�kl. 6. RCE CONSTRUCT SPANDREL AND CROGS GUTTER PER CITY OF RANCHO PAID AND CITY ENGINEER _ No . 24953 CUCAMONGA STD. DWG. NO. 309. r9&\ INSTALL STREET LIGHT qSOO LUMEN IA.P.S.V. BY S-C-rc, INSTALL 1-1/2" AOT- DIP GALVAMQED MOM STEEL COVIDUIT COORDINATED BY DEVELOPER. COMT-ORMIMG TO TIAE. RE.allllkEM�_N79 OF SEC110% IWD-2.05A. B_M. 14 0. 12 2 DESIGN k-A MIM MACK RECOMMENDED PLACE 4" A.C. OVER b" C.A.B. "MATERIAL" (1) OF T"F_ CALTRANS "GTANDARD 5 PECIF ICAT IONS" CMIZ "El" N.E.C. CONCRETE VAULT, FRONT OF BCL WA ENGINEERING IMH IIIISTALL 15 GAL. STREET TREE PER STD. (oOl E MOTES ON SHEET 1 . DATED JUL l9cll. WITP PUI-L ROPE 0f)" COVET, IN PA'lkY%VJAi ABITIBI PLANT. SO. SIDE ARROW ROUTE.,WEST I Y (0.10' MIN). ARV 30" COVER IN STRE-ETS). OF ROCHESTER. LOCATED AT STA. 55-8q .33' DRAWN 2890 INLAND EMPIRE BLVD.,STE. 108 SHEET REMOVE EXIST. CRAIN LIMK FENCE . IMSTALL NO.5 PULL BOY, FEK CAL TRAMS"STADATD SPECIFICAlIONS" I ONTARIO, CALIFORNIA 91764 COLD PLANE EXIST A.C. PAVEMENT (SEE 'DETAIL ON SMT I SECIIO14 K-2.% "PULL 90YE;" DATED 3ULV IQ92. COVEES G14ALL SOUTH OF J. GDO (714)948-3820 Fox.(714)948-3823 READ "TRAFFIC SIGNALG" ONUY. ELEV. 11G4.409 CHECKED N033340 DRAWING NO T"Y P. MIM MACK EXP.6-30-94 'mo in -,;- FILE NO 7Z DATE r 9�v 16 tit IPROIECT S"I. No OF 2-0 .,,....,�. -, . w. w_ _ _.,,._,�,,,<.-.»»,�,V.._...,. -.,e.._..,,:.,e,..n .»y,.-.- .,»..,,�.,.»,.,.,.,.,.-.,.,�,,,,.,..,..�:.... ,..n.<..».:�_ �...< M,.,.�.--...---....>..,.�.: - .n».�.-»,»»»».M ».M » _<...» .,�.: .:»_.,- .»�,--,.. _.�...,�.,,._. ,..:.,w,..,..,»,._..»,..-»x.»,_�.,._ -..- --.,.,_.>...,,.,...- �.,..:. : : . . Y ... ; < , , i a jF .-....EX:EST`ING.....TC A.T ..:36.. <. .. .... ...._1 _;.. ._..a _..... _.{.... _. .....a ..... ............ .... ... ... ._. ..— .. _. .. ._:..... ... .oM+ _.. .. .. _.. ... .... .. ... _.., _ ._ .. ... ... ., 4- .. :.. j i:.. t .r � ., , .,. RTH 0 F , . > . SIO v - : r 4 v i � . _ �, n_ < _ _ �t . . . . : : v , q © f . r. o . I, , : �o-� ►, : , c . 1; , o�_ . . e , �,, < < , - . , i A L . f o H . "� ►. �( 1 . , 1 ; of �/ 0 � . < V 4t : �( 4 a \ , . . ct b Y e ,1y .. y , . . u i o V - : __ < . . a u < , ...; .. .. . \ V 4 �► . 0 l h , M t, L V L L , < w ti 3 _ v L v e v , t . . _ . . . , , — . _. — i . . . . < _ _ . . .. . .. . _ _ _. ... _ _ . e . _. a -< d -. {{j .. < a , . i . a : i ',, . . , . I q{ i < .. , .. , < i , , .. -�' .-- i . < � �. . . . , . . : < , ; h �� : _ . n Q\ , . �_ , .-:. .- _. _ ... . o . . i . o E ; . . �n o �;+� ; V �€ , .. . r � . . f .. .. ,.. ». .: .:.,w.. .,a:, ,.mow, ....:.mo-.,.,.».»..,.,.,,.w„-..:.a.� „ .. <.: ...w,. ...:i,. _:.,w.» ,.n.„ , s., ,,.a » ,a. .,v -. . ,.,.,.,.,.a...n ,......._w..,.._...,.r....o._....w- .,.w .,_....:..-w„ .,:,.,. ,.., ..:,.:.e-„.,....« .�,..,.,... ...:.--.,....., .e.,..,_... ..s.-.»,n.- ..,M- no -,. .. .... ,.»-.,.,, „-..r..- ..w. w:..n.q.n�,n,..M.-»_wn o'- ro Mn...--v�F-• ,.pw. +r !� � a., v.>. ,n .,.�,.. -. .�c. S .a.. .,� � :..:. .- :.,a- .. ..:.. v a. ....c ,.. .... .:n ..., ... .. .n .. .. ... ... ..... $ 1T y �• N 4 € . ; € ✓r O . X STLNG FINISH U , FACE .AT . N h .. _ . _ �V F• I S $ N d <- - r , : y . �� . : . _ , a . : .. �� � . �, . . _ , . z . . .. : : , : . bl. q _. t s . / a , ; , : . � . 1 � . > 0 �v 1 - _ ...: . a < b <. '4E b __ e , . lw . . b . ti . k �, I y : a � : o oc 0 h 4 h �, o lad . ; : _ a k K ►� c b . D :.... ... .... ............,..... A. ... . - L : , r . w v �, L L � � . ... .. �. -- . _ ��— - — .. .. > — ... _ � --« ---. _ . S E .. i ao .. ..,. .i.. .. <. .�... ..-. .,... .. .. : . . : i > ; _ , , 0 .... .. ... ... ... ... ... ... .. ..... :..... .. .... .....--.... ..... ... ... ..... ... .. .. ... .... ... .. ... ... .. ... ......'...... ... .. .. .. ... .. ... ..: .. .. a. .. ... ... ... -. .. .. ... ... ... .... ...... ... ... .... .... .. .. a. ... . -., : < , . ..i .. .. .. .. .. a a < - .. : f 4 < :. L. < 3 i a. ., .-A .._:... .. ..♦. ♦ ..a.. a ..>... ._.... .. ..: .a ....... -...;... ..: .a ..�,.. 'o o - < :. .. ..... -o.. .a_ .,. , i i I : 1 i ; . : t ! ; : :. : : .. .. . -,.. .. :. < : > , - -. { .. ..., .. .. ,.. n - .....a......o.:w,...e,...,w.._,..,....w-..,.vim.»,,,,»_.. ::......:......^....,:r,.....».�...:,,,...w,::: �.-». ...,.n,-a-.-.,.,...,w.:� ..w..,.,. .. .:w....,,,o.,..:,:.a,..,..,�...x..., -�.,.,t.,.. ,..:w ...,�,.,,a........:.....o,,.:.:..aw....,.,... .,...w ,a _...:,...i.,.....,.m nn.wa,.,.....:a..:,_-„.:s..... ,:,,.�...,n:,,., .....:e,.:...,,w,.».....w.n,..:,.d,w.n,.,., ,._..-.a...........w•... ,,.,.....�.a.... +w.,��»w ,r ......a. ...w...-....a.-.n.,•..._a..,.-..»•..d.. ^....a++ w -� � ..., a..._ ..a .a_, ....o. .,,.,,... , ....,.,,, n....... ..... -.......-. . a , ,n �a a . . . . : . : : : : -: : Q i ,�� Y . : I , i -� , ; <. . i : o - - _ ; ,. Q .. ... ... .. .... ... ... .... . .. .. .. .. .. .. ... ..-. .. ..:... .. ... ... .. .. �y .. -. ... ... ... ... .— ....— .. ..'........ ....... ... .. .... . .. .. .. .. . : . ; : a 'l 1. A . . e p r. , : .. 0� : <. , < • iC` . t 'A- V b. . , : ; N ; .GIs : < ; a n. 1 T O . _ H t,. . X SN GRADE. A SbUt Q T . . e : . , , . V: a . : , . . .. .. v A a 5 , < a _ a : . . . . h . _. .__ . . a L£ �� I . . ,� �. �.. _ - .. o• l .__ . a L R f`D. D _. . . . . . : : �, _ ; . -, . € . : - , f , a _ -. _ _ , , a < E a . < . € . - : : r. a - . a : : m I s _:.- ....< .. ...< .. ;.... , .. _.. .. ..... .. _.. .. _ ._. .. .... _. .... .... ._. ..._ . . , . .. .. . i . t!J , < . . _ a ; : , -. , ,_ , , � j .. ... ... .. .. ... , n ,. f .:.„H. .,..,•..a..,.v,.»,o. n-- „c........,...» .,,.,..,^,.,.o..,....»...o-v,.,......s`..,..,n•.e.. ,,.»...».._.,�-... ....,,. :..v,.. an,.:..,,•Nw.....,.» .,,...a„,:,.n,-�.. -.<., ,....;. w„ 3 ».. ,-,a. ,»-o :>,.. <.. ...,:.w 40.....-, •...n,o- ��..,. "^'--w,- ,...w.... -�.,..� :..e.. .,,,,.,,- .n„ .,,,>,.., r..n ..,�», nw•: ..,.i» .W ,yl.,. ,,,,._ ,o... a .:-,F .._ ... .. .. , 6a : . � T a D V ROPDSD: C A 36 SO H ' I. U ' O _ ._ ... _... ... .. ..... .. e . P , f . - . . i . . Q : 0 t { : . . . : O I . O - < , , . 0 € a. _ _ ..a - ... ... .... _ .. . . z . . _ . 'E� ; . '� 0 , , , _ : . ”) . < . > ; ty t _: V . , I F _.. . _ ,. ., , , : ; > �l - . , 888 - EE t , j p : : 7. i i .. ... ... .: ... .. ._ .... ._ .... .. .. .. ... _... .... .. _. _.. -.. p. . q . . : . , . : , , , I a a € a a y a h . : : . : : : : : , : : . > . : _ : . . . . f . _. _ .... : .. _ ...., ... ..... _ ... ... ... . . , ; i : .. . ... . . E ..... _._. ._... .. ..... ... _... ..:.. ._.. y£ ...._.__ .... .... _.. ..._ a n .... ... ... : I < - . .. _ . ; . . ..... :... . ... . _ ... _ _ < _ : : : , . : . I.. - 4. . o .. 9 , . > _i _ :. a :.. i F-1 R I Z O . _. .. ... _ _. . . . . _. : . . .. a - a a ; . s VERT. I 4 , : ; , . . . . , : _ , s . ^. w...n. : k ..w...,.. M .».,... .€. .,,,. ...-- , -�»...:,.. ,.n,. ...,, w.,.,1.,.,..,. . .. ,. .,...,.n.....,._: :.�_..:a,,. .,,. ,.n n__,. ,,.... m..,...: . :. ,. 48 49 50 51 52 53 54 55 LEGEND • T.C. INDICATES TOP OF CURB F.L. INDICATES FLOW LINE G.B. INDICATES GRADE BREAK C_B. INDICATES CATCH BASIN M ARROW ROUTE • `' S.D. INDICATES STORM DRAIN. W W.Y. INDICATES WATER VALVE. W POT HOLE EXIST. EDISON CONDUIT � Q W W PRIOR TO CONSTRUCTION AND � Q •.. .;• N I ` G.V. INDICATES GAS VALVE.. = NOTIFY EUGMEER OF DEPTH AND i. � • •• ••• • EX/,3fiNG /MPRoyem,aVTB ! i INDICATES EXIST FIRE HYDRANT U) ALIG N M EU_T. � �-,C' C�1Y ,T-4N DNS ,�o. .328 � W 1� �c r INDICATES EXIST. POWER POLE. - ; "'�� W - I -- h 44 RAW V) ;-� _ _ 'e/4/ - —x X— INDICATES EXIST. CHAIN LIUK FENCE. - : - - - - - ,- ---. ._ - - e 4 T EXIST. TELEPHONE CONDUIT- - 12r�. E -\ �. -. — -� -- E - --, - 4_ i �f J . c �F ' ICATES - t - z, 14 1- .�:� - -. .-. -- - ---1” 1 �F , . `- x x G—.. INDICATES EXIST. GAS MAIN- - - - -- E- - - - : - W _\U _•.• INDICATES EXIST. WATER MAIM. 8 "� 8 � ,r x �^G --- o a'6 ----- -- 7 -- -- M - --*&"CA --- -- --I --- - 7 --- --- S INDICATES EXIST. SEWER MAIN. M - - f- a--- - - --- - - -- �"O - - - --- - - - -- - - -- -- Y , --�" — — — — 4 G _�__'�_,..� E INDICATES EXIST. EDISON CONDUIT. ft , it ; , I € INDICATES COLD PLANE EXIST. 4B y 49 50 87 l9 JAB' W S I II2 — 83 - �� a% � - I - 1F 4 x A.C. PAVEMENT 111 - _ _ _ _ v 5 .. _ - - _.. _ SZ_,� �►..__ _. . INDICATES REMOVE EXIST A.C. V - T_ , <�- - { T- -fl- T --- T p T \ T --T N E,f'/ST//V Y y d __ e ..' '��, ; oo �9 g'G__ �fi - 34 _ 'L __ . g'Gz - m P��e C PGQ EN PAVEMENT OR ?.C.C. IMP. ____ . ,G••W G- �0 >;_.- in '� M /li"►�- _- _. ___ C _ "� �'h - - . �i x �. r- /6"W — ' DN/6�0 51 V, I--• p /M i Q Y1 _.. -- �,- ,yI N `gi '' W X . IV � x I `,� - -- - = INDICATES A.C. OVEKLAY C0.10 MIN.) \o/- --- _ _." -- - - - --- -- -r- - --- _ . : - --- -- _ - - - - _Y Ez= - I 4� '� . ,> -- - N I i2 RTES 4" A.C. OVER " CAB. / - -- --'-- -- r Ci a� �/w i a I �� R/K� a 2 a � u � 41 2 - t ' -1' C0 � = _ _Q — �o v I L, 47 3 3 ^ � it _ x � 1t 1 . - D.A. INDICATES DRIVEWA`i APPIRMACu. 0 0 31.58 41 M W - —TYP. N m N r O ,� v u�i 26 CASIAIG PER S.C.E. PLANE. T.R. INDICATES TOP OF tEA1l O �I1 W of g V �i t� q 0 N , ai N 0 o N 1(; ,� 4 ELEVATION) EXISTING. n o% p �C , 1 F-i . O M h o� v 11 F '' . � � � N N N 1 E a h O h J � o �` a %s ui a 0 N � r N � vo o � Z u,x � � 11F4�. � � o � ` � J R V � � vi O �. ` Itr O a i ro o L 1 h x �� t, �' J ,� ,p. _CONSTRUCTION NOTES_ . + � v � oWe h� o "i ,� �, 4k K o + �� '� h ,� •n < c Q 2 O lO CONSTRUCT B" P.C.C. CURB AND GUTTER PER CITY OF RANCHO 'v h v O V N �'1. k ^ 46 48 `� W� �, o > a od, o quo p Q �� Sh N < ') k CUCAMONGA STD. DWG. IJO. 303. a. �!\ e Q J W o. �! y. ! ►� V k !` � 'n h C9 D v' It') _ v "� Q 1� Q O h b W h :� `� `' H " �' b K F 49 �V -t l0 V 2 CONSTRUCT 4' WIDE PCC. SIDEWALK PER CITY OF RANCHO Q I 13 rr; t< 3 0 i. � N� ,/ /,� tr' �" Q '}, 3 O . 20 u, \ CUCAMONGA STD. DWG. N0. 304 AND 311. I 20 �° k� `' �' z4 io h �& W to t0 be � h _ hlca� T� n��P> 'Tc�R- BYTHIF�lt 5- &J") J� �'�� � "- 27 � � O CONSTRUCT COMMERCIAL/INDUSTRIAL DRIVE APPROACH PEE CITY OF RANCHO --�'7zz-- 4 Q 4 '-,�t 1 . ,� `�, DESCRIPTION OF RE VIS ION DATE CITY y Qr 24 CUCAMONGA STD. DWG. NO. 30lo.CWiD1N RADIUS A5 NOTEO ON PLAN_ .i APPROVED y O PLACE 4" A.C. OVER B" C.A.B. ? \ N� -ro I�lSP�� . P M 129 59 O PLACE A.C. OYERLAV (0.10' MIN.) 11{ . , CITY OF RANCHO CUCAMONGA -- – --- - —•- CONSTRUCTION NOTES CONT. lJCF��y'T,Ti, aNAh. � R � ?Q .�� t O COLD PLANF EXIST. A.C. PAVEMENT (SEE DETAIL ON SNT. 1 ). 'f . ' STREET IMPROVEMENT PLAN OQ�OFESS/O,y �p.T1fv1 •GTIt�l C TFI� Glt`( r1e1�1fER• INC�l1�1�1 MF-T�� t4 INSTALL STREET LIGKT 9500 LUMEN IAY.S.V. 8Y S.CE... PAID AND qO REMOVE EXIST. A.C. PAVEMENT. �, PLAN AND PROFILE q COORDINATED BY DEVELOPER . ,`�Q�' opKt.gCy `may wM wlu� ,= R�"T��n _ p�,p pR Pn�Cz >,°'zG' 25 INSTALL 15 6AL. STREET TREE PER STD• (001 AND NOTES DN SKIT. I. f0 REMOVE EK15T. POWER POLE. CONDUITS. VAULTS AND SUPPORTS gY \,: , J . ARROW ROUTE Q '�!� - -GH^t•.L, "a s:�-on w�cv"p-slrnzw- „�I � OTHERS ( CODRDINATE THE REMOVAL AND UNDERGROUNDING WITH " fr'I �'. w z y 21 REMOVE EXIST CHAIN UNI; FENCE . � m F R�-rrr1?1V� �.r �1�.`)l � ���,"-ML,.w w P AP PROPAIATE UTILITY AGENCIES. � 3 ��a C.�'>'�Tlf'1P:n P V,e*-l�T TD VET�R1P-All4 Ir 1144 VI4NL.l(f � 41 TOGTHELRE 1/" IAOT,DSP OF SECT IZ Slo R2 015 A T EL C.O IDUI(I,COOFFDRMIIJ6 11 ADJUST EXIST. FN. TO PROPOSED GRADE PER WATER PLAUS STA. 3�� ��.9 'TO STA. _ 54 �9 5 '`o�A / / �Q v!Y T1Re":", -Mr P`PF'ucA- r WGC1t.o L yce Tr PRf-r,m- vs TUE CALTNARS "STANDARD SPECIFICATIONS" DAZED JULW Igg2, WIT" O (COORDINATE WITH C.C.W.D.1 P. M. N0. 12959 1 9, CIVIL P? WPZA. 1!� F-w;luIR-�• PULL ROPE LIS" COVER IN PARKWAY ( 30" COVER lU STREET5) APPROVED BY: DATE IL''�- `I/ tF l/Gr 99 48 INSTALL NO. 5 PULL BOX PER CALTKANS"STANDARD SPECIFICATIONS " 13 Af COORDINATE W TN GTED PROPOSED GRADE BENCW MARK CITY ENGINEER =� a2 p NQ. 24A53 �/ SECTION 9(0- 2.06 "PULL BOXES" DATED SULY 1482 . COVERS SHALL READ BM N0. 122 "TRAFFIC SIGNALS" ONLY. 14 ADJUST EXIST. G.TE. VAULT TO GRADE (COORDINATE WITH G.T.E.). DESIGN ��A � MIM MACK RECOMMENDED CHIZ "O" N.E.C. CONCRETE VAULT, FRONT OF � Q20 ADJUST EX15T. WV. TO GRADE CCOORDINATE WITH C.CW.D.�. ABITIBI PLANT, SO. SIDE ARROW ROUTE,WEST BCL km, & ENGINEERING 6/ 14 , DRAWN 2890 INLAND EMPIRE BLVD.,STE. 108 SHEET OF ROCHESTER. LOCATED AT STA. SS-89;33 ONTARIO, CALIFORNIA 91764 21 ADJUST EXIST. G.V. TO GRADE L COORDIMA.TE WITH SO. CAL. GAS ). SOUTH OF GDB (714)948-3820 Fax.(714)948-3823 4 OF 6 CHECKED DRAWING NO. 2Z SAWCUT A5 NOTED ((o"MIN. fROM E.P.). ELEV. 1164. 409i� R.C.E. N033340 /��� TIMOT Y P. MIM MACK EXP•6.30.94 GATE Io -6•g Z FILE NO I X4,54 C.gi'EL L/NO �� –., PROJECT SNT. N� `� OF 20 VARY CURB FACE 20' VARY CURB FACE FROM FROM 0.(.1'TO 0' k VARY LIP o CURB FACE 0.47' TO 0' AND c TRANSiT16M VARY LIP. REMOVE AND REYLAC_E PORTION Ly j J OF EXIST. DA. VARY LIP d o 5 z M 4 a 00 �a �ntJi� m `� � n CtM cj -�F- � N- � VQ Q EXISTING TC AT 36 y -� "' � sv� � 4 � W c ~o � r NORTH OF (L In -� � � �' �°` d ob ��s W `t. .3 LA s PROPOSED T.C. Al ale' , 4 �' gN � i ' � �a M � SOUTH OF Zn M d1 t-- O �Q„ � � � Q tf1 Z�' � � rp W P- CP CC - j Q l ,�t� � � m ud�', o � LL � w ftf%n uM, � 1165 TC N �� �h oy o `" R= -oma, N 1165 TC N a A\ N 7-- In °��� - �► 4 EXIST. GRADE Al 50' N OF 30'MEDIAN io' TO uo+;E PROP. F.L.AT 3WW IJORTII �� �? `L t �; � s ^ � � LL 20, OF MEDIAN o ^ „ 5' RAD. AT T.C. KEXIST. QA. P.A.EL. AT 3(i' NORTH € o h a v u► SD a ti h �1 v; CURB MORTAR \3 �� o ` a � � 4�EXISTFNG FINISH SURFACE AT CL 2� COBBLESTONE � 41 h �� N �' h o WI, %n � a J s �MLL �n � Illi Y/, v. ��+- \ � � � � � � , �', M �� +� 39ce 6' N p � V ,, j`-N o • wC4 9 `y k �► W °� aa o o c�4, paa40i�N 1165 �i @ 4f � �k' �^ k' t� 3 -1/2" MIN1MUM�, v, CONCRETE BED o R= -O.II'/. �' OY. 0/. _ -0.24 - _ - - R. `•. PLAN NOTES: TYPICAL MEDIAN Y.4RY QUfB "CE 0 1. ROCK SIZES, UNLESS OTHERWISE SPECiFIED,SHALL BE oc GO FROM 0. 67' TO D' BOULDERS: MAX. 3'0" - MiN 2'0" N.T.S. `1r VARY LIP COBBLESTONES: MAX. 18" - MIN. (o" Z �W a M 2. BOULDERS SMALL NAVE 1/3 EMBEDMENT, C066LES SHALL HAVE 213 EMBEDMEIJT vi 1- ° Ki 0 �- 3. ALL SPACES BETWEEM STONES SMALL BE FILLED WITH CLASS 'D' MORTAR , o V% LL d 9 d M i PART CEMENT TO 2-1/2 PARTS SMJD, 2000 PSI PORTLAND CEMENT , PROPOSED TC AT S6 , °0"' s Q CONCRETE . (NO "DRY- PACK" 19 ALLOWED). 10 TO TRACK 30MEDIAN-TYP. 36 SOUTH OF CL m �� ua r: �-� t►J 0� 01,, �� EXISTING 8" CURB AND 24° GUTTER 4. A SAMPLE ARl_A, MIN. 40 SQ. FT., SHALL BE APPROVED BY T1kE CITY 5' RADIUS 4 o o� �� y �-� ,� e v 0 ti IMSPECTOR PRIOR TO PROCEEDING WITH REMAINING ROCK WORK. NOSE OF MEDIAN 2., �� «` q N G� b 0� 5 FiNAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE 116 5 TC S LLHJ o� o N h°� `� a vfi A� o CITY INSPECTOR. $. a��M No :� p� N Q S► � "� �� ` ti �V 6 ROCKS SHALL BE SMOOTH. ROUNDED A11D FREE OF OBIECTIMAABLE _, KOK ,y QOM ` +� D'h' DiSFIGUKATIOII5 AND EXCESSIVE IRON CONTENT. 40 R= -t O. 3% -0.29'!. to -- --- -- -- _ R=+0.451. �R= -a2iy> RIVER WASHED GRA111TE 39 s 0 , 0 . ' -� - COBBLESTONES EXISTING D.A. FL AT 36' SOUTH OF � � • PROPOSED GUTTEit F.L. N.tS. PROPOSED v �_j .9N GUTTER FL. N '?� 4b aM� a s PROFILE SCALE MEDIAD NOSE p W HORIZ. 1" = 20' DETAIL. ►"- M VERT. 1„ = 2' N.T.S. O � �M 1t 1 51 52 43 �� � a 53 54 55 LEGEND Lai u „ m 13.80' VARY CURB FACE FROM 0' TO O.lal' VARY LIP T.C. INDICATES TOP OF CURB. .. o m� o W 10' CURB FACE TRANSITION o F.L. INDICATES FLOW LINE. w `� G.B. INDICATES GRADE BREAK ARROW " v' ! '�' 0 ° f DAYL��pT u�E R 0 U T E I C.B. INDICATES CATCH BASIN H + �� W "' �% I �f 4 g z K• • ' `� 0 5fo EXiST. AIR VENT TO BE RELOCATED BY SO. CAL. GAS. PAiD AND a N m b w�` k/Y + o'a 0 GRAVE FL. V �-n'y L Q EX15771V6 /MP/40VEMENTS Lrl1 �, h y >"o m d 1 • �b oc � I +� o COORDINATED BY DEVELOPER. S.D. INDICATES STORM DRAIN v a F• M As sHOwH m 0�' �P W.V. INDICATES WATER VALVE i'CR G/rY PrAN DWG. Na- 873 W c In 'o It u z `�' 63y c t _ Q W w 11 ' q �J lU ,,,� b o w < v Q� /\� 1� L� 2(« REMOVE EXIST. A.C. BERM. Cn RI �" `''w•c s o� W �'� V 5 -� �_ r" �� o `on. Q Q W f-- '� c G.V. INDICATES GAS VALVE 0 REMOVE FEUCE. 3 0 INDICATES EXiST. f1RE "YDRANT w 45 Z't '�' 9�� 4I t /v���, ,��G��,� E,r/S� ,c L. w 14 , O CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY OF RANCHO -Cr INDICATES EiCIST. POWER POLE. LtJ 2 \� l� S� k00Poa �S Z Q �, h� 1 DEDICATED U�j. to u3tb� ? CUCAMONGA CITY STD. NO. 311. MODIFY WIDTH AS SHOWN ON PLAN. - Ci %3Icnv 4.08 �� 1�- �� R�4N ` L (0.21" u+ X X- INDICATES EXIST. CHAIN LiNK PENCE. ci �+ �`Oh R� tix _ _ _ - T --� cr © RUBBER CROSSING TOE INSTALLED BY AT. >` S.F. RAILROAD �n. r 42 w 16 Ox v� 0�__ jo � _ '� EXIST. R/W .e� �gf� (COORDIAIATE WITM A.T. S.F. RAILROAD). T INDICATES EXIST. TELEPNONE CONDUIT. LA a Cs- INDICATES Ei(IST. GAS MAIN. .r 4G h_ K' � <3 35 RAILROAD TRACKS TO BE ADJUSTED BY A.T. S.F. RAILROAD. RUBBER CROSSING p.. 0 h 7 3' �� N �y. 2!. 15, � A. , O TO BE INSTALLED BY b 23 CCOORDINATE WITH A.T. S.F. RAILROAD.) -1N -- - INDICATES EXIST.WATER MAIN. N - -- 3G'G - - - - - 3�"G - A.T. S.F. RAI IROAD. _ .,G � cr d 39 �� It I 4. s - 0 r H o 2 O CONSTRUCT a CURB ONLY PER CITY OF RANCHO CUCAMOiJGA STD. S INDICATES EXIST. SEWER MAIN. \ - m - - - 416 - -- - 21 q y Il 4 G <�`� '�opy- --- - 42 M CONSTRUCT O1. R - - E -- INDiCATES EXIST. EDISON CONDUIT. 1 45 �k�ko �ao "G - 2ZRIVER WASHED GRANITE COBBLESTONE PER ,1 ® a 45 a� ti �`�a? ,�/ / <� ,�, a - �- - - DETAIL ON TRIS SHEET. INDICATES COLD PLANE EXIST. DEA A.C. PAVEMENT. 41 Ral RAILROAD CROSSING GATES AND FLASHER LiGHTS TO BE `�«° 39 `��XisT. E.P. � - \\ -��-- INSTALLED BY A.T. AND S.F. RAILROAD. 0 INDICATES REMOVE EXIST. A.C. Lu 2z �e ^ � � m 42 ADJUST EXIST. S.M.".TO GRADE CCOOEDINATE WITIA C.C.W.D.O PAVEMENT OR P.C.C. IMP. z L ¢ _ Sz 41 pq 63'9 89* 19 a4 43 REMOVE PORTION OF EXIST. D.A. AND RECONSTRUCT PER CITY INDICATES At. OVERLAY (0.10'MIN.) mui W / �ti �; b 7 OF RANCHO CUCAMONGA STD. DWG. NO. 300 CW=34'. R•iS'). -' DOWEL INTO EXIST. D.A. WITH IA 4 AT IS" O.C. • ci Z m ^Pti 40 34 oy 9 O N `•• '`�a� 40 q �' ,� o� q 8 INDICATES 4" A.C. ovbR a•' C.A.B. J yP- 41 ^ 4l 40 -L 3 1 $ O INSTALL TYPE IM IF SERVICE EIWIPMENT ENCL06URE PER CONSTRUCTION NOTES CALTRANS STD. ES-2E. CCOORDINATE WIT" S.C.E.) o -_ -- ot/L` M3 T ° -- - - ------r ------- -- D.A. INDICATES DRIVE-WAY APPROACHr - - - - T- c` T l0 21 `� ,Is- � I '��'' IO CON4TRUCT B" P.CC. CURB AND GllTtER PER CITY OF RANCHO O R-1'T 61Gt1 � POST PER STRlP11�iG PLAiJ.� 20 2Z 8"c, - CUCAMONGA STD. DWG. NO. 303. T.R. INDiCATEs TOP OF RAIL. 3 i qb CONSTRUCT 8 P.C.C. CURB 4GUTTER PER CITY OF RANCHO ELEVATION. 35 w - - -- -- -- --- CUCAMOi�GA STD DWG. NO. 303. MODIFY GUTTER WIDTH = IL" � " rO2 CONSTRUCT 4 WIDE P.C.C. SIDEWALK PER CITY OF RANCHO TO MATCH EXIST. Q i 44 N 32 � yIR CUCAMONGA STD. DWG. NO. 304 AND N0.311. „ EYIST. D. �EXisr. 8"CzleB le z4" surrte 47 INSTALL I-1/2 HOT DIP GALVANIZED RIGID STEEL CONDUIT O/ r`�r � CONFORMING TO THE KECLUMEMENTS OF SECTION 8(�-Z.OS A ( "MATERIAL"(I) OF TI4E CALTRANS "STANDARD SPECIFICATIONS" G , 1 - �fi1 0.29% 47 1 - �- O PLACE 4" A.C. OVER 8" C.A.B. DATED JULV Igg2 . WITH PULL ROPE (19" PROrECrEX/ST/HG TELEP//O,VE 7 41 ,� 45 EX/ST/NG /MPROI/EMENTS 7 PLACE A.C. OVERLAY (0.10' Mlp.) AT COVER IN STREETS) COVER Ill PARKWAI AWD \ A.vO �D/.40�/ CONOU/T.S 25 d PSR carr �-Z f& owa. Avo. 51. _ _ i 8O COLD PLANE EXIST. A.C. PAVEMENT (SEE DETAIL ON SNT. 1 3. O INSTALL N0.5 PULL BOX PER CALTRANS "STANDARD SPECIFICATIONS"SECTION EL-2.06 "PULL EMS" DATED Q A�oEv sioEnvA<K EAs� of e, �. re�l�e 5 �E✓'sE R/� 6,95T of ,e-iP. 7 ei➢cc'S JULY 1942. COVERS S44ALL READ "TRAFFIC SIGNALS"ONLY. S1/j1?j 610 9O REMOVE EXIST. A.C. PAVEMENT. 27 �'X/ST/.t/6 CHA/AV L/NK 2 o -�- o �+ ,� J x ;�; d Q F- O N �-- CITY FEiVC� RT .+?/w ae = F- ,� e�S.� v •41 x ,,, �! �?' O g DESCRIPTION OF REVISION LATE O z -� �++ " ' ! aJ `% �, ,<� M x`� 10 REMOVE EXIST. POWER POLE�j CONDUITS, VAULTS AND SUPPORTS BY 0 f?,b APPROVED M .� a �' z a mi�,ry _ = 25 .j a, LA _ .n � OTHERS C COORPINATE THE REMOVAL AND UNDER.GROUNDING WITLi ` O M � z Z J W J > r-4 v,v. M t: tet- r APPROPRIATE UTILITY AGENCIES).CIES). �� �y tr a Q s I a zoc ' �m� CITY OF RANCHO CUCAMONGA O m 7 D �a: t K � J c N ec I V Ni t e- N 1: �, ti g., r- p z 2 z O .9 .'� '. " m /7' ° % ,,� . OQ h �' `r ~' 15 ADJUST WATER VALVE MANHOLE TO ISEADE C[DORDINATE WiTH C.C.W.D.) O � �; ,E - h x v J: tJ c s s cc W i m = ►j �a tr e. oc t ti �I, STREET IMPROVEMENT PLAN 1 if UN crOL O RELOCATE EXIST. S1Gt�1 TO BACK OF CURB. �-XI'• 6 3�• PLAN AND PROFILE 0i Loa .., v $ r-r r 20 + * / I0 N u a = ! N e `'-' h + LUv' rte- 1l EXIST. R.R. CROSSING SiGNAL TO BE REMOVED BY A.T. S.F r, lyll- N4. L M , + c y Q m v, RAILROAD (CDD2DINATE WITH A.T. S.F. RAILROAD.). OF Op,Lt ARROW ROUTE cn u � v �, W '^ I9 0 08 `' THE INSTALLATION OF RUBBER CROSSING 18 EXi T. R.R. UTILITY BDX TO BE AD3USTED OR RELOCATED BY w% Q �' AND THE 4- # 9 FLASHER LIGMTS WITH O AT.f S.F. RAILROAD CCOORDINATE WITH AT. S.F. RAILROAD.). STA • 3I♦17. q TO STA . 54 + 95 l0 10 i v' 10 23 GATES TO BE DONE BY A.T. S.F. RAILROAD P.M. NO. 12959 - 1 ' k 19 EXIST. UTILITY POLE TO BE REMOVED BN S.C.S. CPAIV AUD g q5 * I COORDINATED BY DEVELOPER.I. APPROVED BY' - DATE -tom BENCH MARK N N 20 ADJUST EXIST. W.V. TO. GRADE (COORDINATE WITH CITY ENGINEER ,��. Q�,����� RC.E N0. 24 Q 5 3 BM NO. 12Z DESIGN MIM MACK ENGINEERING RECOMMENDED D ^ h 21 ADJUST EXIST. GY. TO GRADE ( COORDINATE W1TI1 SO.CAL. GAS.). CRIZ "0" N.E.C. CONCRETE VAULT FRONT OF BCL �� 2890 INLAND IWIRE BLVD., STE. 108 �� 1 Irl 12959 F �e, ABITIBI PLANT SO. SIDE ARROW ROUTE WEST �`/�, OW"10, MIFOINIA 91784 K P. " DRAWN (714) 948-3820 FA% (714) 948-3823 SHEET v� 22 SAWCUT AS NOTED (lo MIN. FROM E.P.). OF ROCHESTER. LOCATED AT STA. SS-59.33 INSTALL Z14 REDWOOD HEADER. SOUTH OF �. GDB c c� 5 OF CHtCKED TIMTW P. MIM MACK R.CE. 33340 mw. 6-3o--94) DRAWING N0. �3 25 INSTALL 15 GAL. STREET TREE PER STD. 1601 AND NOTES ON S"T. I . ELEV. 1164.409 L/ oar /O 5 !Z Fn r= W. �7 7� CAPELLINO MME 69054 PROTECT SNT. N° E OF 20 I I JOIN EXIST. P.C.C. SIW SAW CUT 3 I \ R/W EXIST. MONUMENT OL 4' MIN. NEAND1ICAPXRAMPCC ` I ` _ (..5 4-' R IE AND SIDEWALK MM • t —i G LAIN. W G t/;I SLOPE PER FI. WCAKENED EXISTING CURB F�z I PLANE JOINTS AND GUTTER 337. mX'A. o _ .r EXP p PLACE 4" THICK C � �� : o r o JOINT \ T P.C.C. SIDEWALK \ o � \ 2 EX15T. GRADE. e c - Dr.Cr. OF SIDEWALK V �\ / 1 Y UP _ .l�• BACK OF S/1Y OC OR D � � — / , CROSSWALK I C\ \ SEE GROOVE DETAIL �\ -- -__--_�` \•I „ �� VAR -- 0 O — ONSTRUCT 16 Ptt. CURB " _ TYPICAL RAMP SECTION \ �� /i LIP bar 3= Q .o SAWCUT 30114 EXIST. • pet. s/w. SEE GROOVE DETAIL w APPROXIMATELY 3/4- ON PERILIETER u45 APPROXIMATELY 1 1/Y WITHIN RAMP C RDHEIGHT L X �• / `,F - — 1/2" HIGH LIP 6'• i- FL s- RAMP SECTION C-C S, Tsr a APPROXM�ATIZLY 3/1• Ota PERwE71ER o I/a• 1/4' 8 t0 r I,r 2, APPROxlm;%TEL)' t 1/Z- WITHIN Rl,1P o NOTE: EXP JOINT 9 — °.O Q /2.' Rr,01U5 0 RAMPS ARE TO BE HEAVY BROOM �G �Q S' A CURB Atl° CURVE DATA NOTES: .o..ro . o o I,• o O •• . . o .o .r FINISH, TRANSVERSE TO AXIS OF _J Citi TER r t/ ' o O o"6' o -�. 0-6. p RAMP. 0 R L T cGrrfR �.. I. GROOVES SMALL SE ALIGNED PARALLEL '/`` ��.�I .fir DETAIL FOR LIP OF RAMP I TO CROSSWALK STRIPES. ` o �' f GROOVING DETAIL C NORTH WEST q0°00'3E" 35.00' 54.°18' 35.01' � . o _ NOTES: CURB RETURN REMOYE EXIST. P.C.C. t. RAMPS ARE TO BE HEAVY BROOM FINISH. G 0 3 O o o HAWDICAP RAMP TRANSVERSE TO AXIS OF RAMP. 1. PARKWAY WIDTHS (P) ARE AS SHOWN ON THE PLANS. D NDRTN EAST CURB RETURN 99,5q' 22" 35.00 54.91 34.99GROOVING -DETAIL 2. SIDEWALK WIDTHS TO BE AS PER STD. DWG. 103. PLACE 4" THICK 3. RAMPS SHALL NOT BE PLACED IN CENTER OF RETURN ON WATER CARRYING STREETS. PCC. SIDEWALK 3 4. WHEN RAMP IS LOCATED IN CENTER OF CURB RETURN, IT SHALL HAVE 1/4' GROOVES • APPROXIMATELY ( 1/2' ON CENTER. SEE GROOVING DETAIL. GROOVES SHOULD BE ALIGNED SI D E T A 1 L "C " PARALLEL TO CROSSWALK STRIPES TO DIRECT BLIND PEDESTRIANS INTO APPROPRIATE CROSSWALK. DETAIL 11111411A •I Ex,tT SMVC DUAL RAMP TURN I___ 1o' o", - - �� Zb RETURN ,• t 1 N.T.S. '.E '• :�. ,.;-o-, ;;: -; rs,', -fir•�'• '� •`� `��j�+ ��• I •e CONSTRUCTION NOTES 0--CONSTRUCT a" P.C.C. CURI5 AND GUTTER PER CITY OF RAUCHO SECTION A-A LICAMONGA STD. DWG. NO. 303. /Vrs @'y:::�__CON5TRL1tT DUAL HANDICAP RAMP PER DETAIL "A" ON GMT. b. _____ _______ 31 REMOVE EXIST. HANDICAP RAMP AMD CONSTRUCT DUAL HANDICAP Fx�rT. c1roE L W -� K RAMP PER DETAIL "C" ON SMT. b. >� � Top of Curb 1...12_.-.( Catch basin opening X12°� -Top of Curb � Exist. T.C. ` see Note 2 I I I see Note 2 CONSTRUCT LOCAL- DEPRESSION NO. q PER L.A.C.F.C.D. STD. DWG. MO. iv AI --- r--- 4------------ • 2-0415 PER DETAIL.SEE 514T ( . _ , 1 -6 f .d I I ai vI I � \ I� 1 ei I� .O. .�.-i�•..'�♦�y��- •. rr•'•�I if•' I cp1 ,-�Worped .I cel I Warped ^ \6 FLOW i Surface<- ' �I .I Surface<__ Q -i l -------- I I 72• o\ -------- -- r _ I - yf• ,Warped I � _of /--See Note 183 Gutter flow line-'/ A See Nole 183 Sur foceE _,,� �i s21 [>Surface,--, Warped I t t FLOW- PLAN LOW PLAN -- For Catch Basins Nos I,2,3,6,7 Q 9© i l ' n S,EGTIO/1/ - St_Note 1 8 Jr I L ' W I K I +` s '�------------ ' ---i-------------t ++ �_ Catch basin opening + Catch basin opening per Dwg. No. 2-D232 --Note 18- -- PLAN LL =1- 1 + For Catch Basin No.8 y w) Case B only --- I - ---til L i-------- -- -- NOTES: I. Elevations a1 outer corners and outer edge sholl conform to finished street surface I I 12• I i-'I " 12 I I L F--"'; = W --'-"' K j unless otherwise shown on project drawings. -- basin -Deni-- -+ -'i 2. Where no curb exists, curbs shall be constructed between ends gf Local Depression. The curb section sholl conform to that of the controlling agency. ' ELEVATION 3. G-Existing gutter for Catch Basins Nos. 1,2,3, and 8 (Case 8)- GI=Measured to outer edge for Catch Basins Nos.6,7,ond 9(see Section A-A).Q Note: Taken along Gutter Flow Line L- K• 6 feet unless otherwise specified on project drawings. H* I inch when G • 1 foot. G H-2 inches for lengths of G greater than I loot. On Catch Basin No. 8, Case Catch basin Face Plate per F•---------- ---,-I B, H sholl be measured of the ends of W (catch basin opening). I Dwg. No.2-D232- I I 4. Concrete compre;sive strength shall be 3,000 p.s.i. of 28 days. I 5. This standard may be used to intercept flows from both directions. (Exceptions: o I I See Note 1 8 3 Catch Basins Nos. 6 and 8). I-Grote LOS ANGELES COUNTY FLOOD CONTROL DISTRICT ' LOCAL DEPRESSION NO. 4 W C.B. *6,*7,or*91© I ' - •' REVISIONS FESS/ A, • A. SH. ILII DITr Dttcerr ION ( l l l cnoc... 5-1068 REVISED JA10 MI6 Till. nco..,s.•.. �Q; •J - \� K.O. 12-i-73 nDDEO C.D.No.9 ..,, ...,o-..• .•r,•,.o�. 4 r,.•t, .. SECTION A-A Ar'.hnY1n e,r�• /� 0111 — <� t y.� Il �..�.: tt:et.ttt, - w F N'J. 36 4(; 'Int n�rK D1VG. NO. 2.-D 41 5 Q i C.W.H. ONE I."", sun:r I er I tXf . tT 3C'; a4 srq CIV 0. 'v LOCAL DEPRESSION NOA L. A. C. F. C.D. STD. DWG. WO. 2-D415 l£ 0 ckvF° �A - .J 4/ DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN ARROW ROUTE DETAIL SHEET P. M. N0. 12959 - 1 APPROVED BY: _i� 1� �/. :Z�/� DATE CITY ENGINEER RCE. NO. 24 9 5 3 DESIGNRECOMMENDED MIM MACK ENGINEERING , OCOL91S1E. 108 � ONT410, 764 ` (71 ) 948-3820 FAX (714) 940-3823 1J DRAWN 14 SHEET CHECKE TDCTHY P. MD4 MACK R.C.E. 33340 (E)-F. 6-30-94) DRAWING NO. DATE 91 F3LE NO._ /41 7Z PROJECT SHT. NO. (o OF 20 GENERAL NOTES CONSTRUCTION NOTES AND QUANTITIES ESTIMATE 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 - 1991 EDITION. CONTRACTOR SHALL BE FAMILIAR WITHIN AND O1 CONSTRUCT 8STREET IMPROVEMENT PLANS CUCAMONGA STD. DWG. NO. 3 0 3" ® 3T D. DWG. MO. 104.P.C.C. CURB AND GUTTER PER CITY OF RANCHO ®& fit_ . - SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. (0,4 Mp L.P. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER © O CONSTRUCT COMMERCIAL/INDUSTRIAL DRIVE APPROACH PER CITY OF METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN RANCHO CUCAMONGA STD. DWG. N 306 (WIDTH & RADIUS NOTED ON key"froll THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE PLAN) ® STD, Dkfd. A1,0. I01-C. 5TP.PW4,N0• 10FC, - 2S.F.. _ _ 4-�# SF. DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST FOR B TO THE CITY OF RANCHO CUCAMONGA. O CONSTRUCT LOCAL DEPRESSION PER CITY OF R.ANCNO CUCAMONGA STD. N0, 3 . ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH 519 (CASE AS NOTED) (SEE S.D. PLANS). 78 LF THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING PM. O PLACE 4" A.C. OVER (." C.A.B. _ _ , FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NO. 12959 - 1 �ZlellBfo S.F. NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. O5 4. A PERMIT LL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING PLACE A.C. OVERLAY (0. 10 ' MIN. ) 1 120 S.F. DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO O CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER, PAVING STAKES O ADJUST SEWER MANHOLE TO GRADE (COORDINATE WITH . C.C.W.D. ) 10 EA. SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0. 01 FOOT AR ROW ROUTE OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL { - - _ (�8 ADJUST WATER VALVE BOX TO GRADE (COORDINATE WITH C.C.W. D. ) PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR 24EA. =- - -- - ---� 2 __ _ _ __ �' O SAWCUT AS NOTED _ _- _ VERTICAL CURVE AREAS. aE4 _ _ _ 3$C- LF FM 1(,04143 10 INSTALL STREET NAME SIGN PER CITY DWG. NO. 40/A, 40/e 4f0Z l EA. 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS OR 2 4 CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. / - - 7. COMPACTION TEST OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL COMPACTING ! j l)i -I 11 INSTALL RI (36h) SIGN. PAINT LIMIT LINE ESTOP LEGEND. _ 2EA. r / PI11I �� SC�- � SEE SHEET N0.5 IP- ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY W r J © A,; 12 OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE • 7 CONSTRUCT P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE ;I 5 I DWG. NO. 310 WIDTH = 4 . 01 _ 5 t1l3 �F 2350Sf/171781 S.F. MATERIALS AND/OR SURFACING. ` /3 1 103 1 r �� �/ �o q s 13 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE 7 CONSTRUCT HANDICAP RAMP PER CITY OF RANCHO CUCAMONGA STD. DWG.I NO. 310 _- 2 EA. CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY G Jx STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. UMEN/� Q SEE O Q 14 INSTALL STREET LIGHT 5800 L #,"S11C-E. S11 DY S- ; -,410 .lit/,l' 2 F.A. 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED S H E ET - - -1-- COO,CO/HATED BY DEYELdPER -__ ,�EA/eI EA. TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED To VERIFY NO. 2 - CUR ivy T - SOI ® SEE MiOTES SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. f- -- 15 INSTALL 15 GAL. STREET TREE PER CITY STD. 44-AND NOTES NEREOt+t._._ 125 EA. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN __-` Ib IUSTALL R76 SIGN F- POST PER CITY DWG. N0. 402. _ 11 EA. TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL) . Y SEE SHEET NO. 3 SEE SHEET NO. 4 17 Q IAISTALL R2(o SIGN OM STREET LIGIAT. ____. __ _ B EA. 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY / /8 1W5T,gC1N57 .S/G.t/ or+/ STPf.ET G/GyT ZEA. MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH F�-I i 3 4 5 PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED 19 REMOVE EXISTING BARRICADE . _ 40 L.P. .C. WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. © _ 20 REMOVE EXIST. ADRIVE AND A.C. PARKING LOT ENCROACNIRIG IN KIW. rop00 S.F. 3 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT lj z M. /2959 ; 21 REMOVE EXIST. A.C. BERM. 1,035 L.F. REGISTERED BY THE E. P.A. FOR USE UNDER A.C. AND P. C.C. SHALL BE UNIFORMLYY� _ 2Z REMOVE EXIST. PRIVATE FIA. VALVE AND POSTS. CAP EXIST. PRIVATE WATER LINE APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOP, THE FULL PAVEMENT WIDTH - -- --" - AT R/W. COORDINATE WITR PRIVATE SYSTEM OWNER-'IN TECH VENTURES. I EA. PRIOR TO PAVING. \ 23 PLACE 3"A C. OVER 4"C.A.B. 2455 S.F. 13 . ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE 2♦ CONSTRUCT 8" AC. CURB PER CITY OF RANCHO CUCAMONGA STD. DWG. NO.313. 43 L.F. OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF \� 25 REMOVE PORTION OF EXISTING PRIVATE A.C. DRIVE. l'Egp S.F. CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED Zb ADE. g EA. S.D. MANHOLE TO GR BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES ZT ADJUST ST R2116 (b) SIGN AND 05T. 2 EA. SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. SHG INDEX MAP REMOI/EEX/S'T[q�(/OS'C�4PE¢'/RR/GAT/ON 14 . STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL N.T.S. A3 (�) 7-9006'FBE CONSTRUCTED AT EACH INTERSECTION. 29 •S4WCY/TA�vORENOf/EEX/.ST q.C. <RR/V�4TE) 2/50SF ' 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR d 3o CONST CLaR54,IM 17MI9 PfF-4TP.M6. W. I07-At-n, WIDM TYKE 44s140wN 2 � 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. 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 17. CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYS PRIOR TO EXCAVATION. PHONE # 1 (800)422-4133 . PROVIDED FOR YOUR CONVENIENCE ARE THE ¢ * QUANTITIES NOTED ARE PROVIDED BY THE ENGINEER FOR BONDING PURPOSES ONLY. FOLLOWING: - R/WR/N, ALL CONTRACTORS ARE HEREBY NOTIFIED TO PROVIDE THEIR OWN QUANTITY 66' ALL L E G E N D DETERMINATION AND A BID BASED ON A COMPLETE JOB IN CONFORMANCE WITH THE � A. SOUTHERN CALIFORNIA EDISON CO. (714) 986-5861 3' 33' APPR D PLANS AND ALL GOVERNING AGENCIESUIREMENTS 7951 REDWOOD AVENUE ' ZZ' 22 1/• 4(//� 00-m 61MUIC i'.4MA, 3TYXACIFLUA 'PA1_7&-6f O ' -544(_ 6 CIG• m I rj, clow"7-y FONTANA, CA 92336 /O' /O• A RCw ¢eu7� LIQ cc*iA+!�/ NAejlw STREET /VXIVE S �?EE T TREE S/ZE �S'.<'.4C/A1G 4iUAA17 4' SEE P420-16C T 3 NT. 1 eF 2p o H B. RANCHO CUCACIVIC CENT FIRE PROTECTION AGENCY .(714) 987-6405 I 0.23' � WH/TE DAKA114'N//E L1041/D.4/AIBAR STY�,4C/FL U,4 /5 "z 25 OG. 24 10500 CIVIC CENTER DR. RANCHO CUCAMONGA, CA 91730- LEVEL L/NE -►�, "' TXGOM4 OK/VE PL A TA N U5 .SI GE R/FD L/A /5 G.4G. 30 D. C. C. ATCHISON, TOPEKA AND SANTA FE RAILWAY CO. (213) 267-5111 /2 740 E. CARNEGIE DR. d k /Z OOTTLI 77QE-r OAKWOOO R1_,4CE 5,PAC11YGhH/7-0N 1c'Of'a4A1_6 US /5 4.41. 25 , O aAN 27 SAN BERNARDINO, CA 92408-3571 I ►: '• -- - M /�t I M v�n SES SHT.2/5 WH/TE OAK AVE. BRACHYCHITO�t/POPULNE[/S R /5641. 25' 0.C. 22 D. GENERAL TELEPHONE COMPANY (714) 949-8108 4 5 oN sPs c E 3 585 N. MOUNTAIN AVENUE ACbMJ TRUCTION NDTE5 FOR STREET TREES CZC1P�//Q4ML q �H UPLAND, CA 91786 TYPICAL SECTION a 1. ALL STREET TREES ARE TO BE PLACED IN ACCORDANCE WITH CITY E. CUCAMONGA COUNTY WATER DISTRICT (8) (CCWD) (714) 987-2591 STANDARD P L N N S. 9641 SAN BERNARDINO ROAD A D 0 ORIV E APfROA1-IrI eN w'411& oRaf PVC' P.O. BOX 63II TACOMA Of?. 2. PKIOR TO GOMME �ICliMENT Of AnIY rL »N'tINC+ AN RANCHO CUCAMONGA, CA 91730 R EptACE arREtr ?REJrS eN NNrT!►oJrK 411E Avo .off ,,�,q/ OAKWOOD PL . q4 AtRow KooTE 4jcgnG DaC►C or sjokw#�K wo U (x _ ItCWaMa•G Se►LS QirO1CT SHAt.I. #&&- PuiltvlSHEA T'o TEIE - ToTyPIcaL. teeTJem- Row too3•oaSelv CITY iNSPOC.T6X, 4NY U " uskjAL_ YOKlC17JEs et jJVTR/041y N.T. S.F. CHINO BASIN MUNICIPAL WATER DISTRICT (9) (714) 987-1712 V61r&cISNC1eS mPl%f RG ufF E Sbe K F1 L SOI - d MQNQMttl TS 8555 ARCHIBALD AVENUE Paa DRC ZGO Z - 00 Z417- P.O. 4ZP.O. BOX 697 3p5 DETEAM)AGA SY 7*2 GIT ( jNSPic-70C. _ BENCH MARK RANCHO CUCAMONGA CA 91730 . At- L ST12sBj TREES RRG 5u64a6T TO 1NAoPCGTJeN 40jo G 6 8M NO. 122 FIC PTRwt � COY THE i �N 8R/ N C GJT �� E plvJaien(. Y 5 S T 18. THE F Te EE TRE ¢ E O " PER f`'u Oz 1 t, CHIZ ❑ N.E.C. CONCRETE VAULT, FRONT OF FINAL OR SURFACE LAYER OF ASPHALT CONCRETE ROADWAY PAVEMENT SHALL NOT BE 1 NIPY. B TIBI PLANT PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN A I , SO SIDE ARROW ROUTE, WEST V/30�96 OF ROCHESTER. LOCATED AT STA. 55t89.33� INSTALLED, ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN A-3 ¢ - � SOUTH OF �. COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED I ` . AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. R RpFESS/p wesr 3' ELEV. r164.409 LEGEND Q �{' , 1 q 1 p P2" 2' E Je N o.s G RpD 7 r PER DR 94-08 SEE SHEET NO 3 �� � `; _- /D' O' /O' �/ 04 51 7 r A T 21 1 A L e. FO Or, L BL YO 1 , G� '(• - z: 4' A Y ASSOC1A-r D ENGINEERS ',,Xz7'9y /S T.C. IUDICATES TOP OF CURQ c, tp � Re �, J3 E A7 2- -95 L7 I� �y tii � Qt- 0041 WHfTcrOKk 14YE. 7 -0 0.23' Tr � 1 y U�' �+ f + F.L. INDICATES F ITV LOW LINE �, ,,.� , / t' + o�0 030' 2�% DESCRIPTION OF REVISION DATE 0 VEL G/NE �' APPROVED G.B. INDICATES GRADE BREAK LEE .•.. i h0. 1366 P�✓ECT C.B. INDICATES CATCH BASIN11�� /2 / A � 'y'��' � � �' S/TE CITY OF RANCHO CUCAMONGA S.D. INDICATES STORM DRAIN Q ARR W ROU AC a I V W.V. INDICATES WATER YALVE 9j�. N ' 0 FES G.V. INDICATES GAS VALVE 0f CAI 16 o s/ 3 3 Y STREET IMPROVEMENTS 4 P 0 - �� �P �i� ^ � � �i a IQ INDICATES PROPOSED FIRE HYDRANT ONLY v�Q�'\pOpK 1 AGtiy �tiC L� TYPICAL SECT/ON W- INDICATES PROPOSED WATER MAIN. Irk Q v BLv 1 5- INDICATES PROPOSED SEWER MAIN. /Q�p4E�Sl�Nq � r Ot 9r+ _ m WH/TE OAK A VE. AT�,sF RWYTITLE SHEET - -G- INDICATES EXISTING GAS MAIN. !��� �FRT 1 B Fy g�,, /V.TS. INDICATES EXISTING POWER POLE. f �� l �' / �� StA. Z9+13.16 to STA• 37+Zi.L� © QofE,ss-,O , T - INDICATES EXISTING TELEF"ONE GOND. C/Yt� vCU'�/f% P. M. N0. 12959 - 1 --E-- INDICATES EXISTING EDISON GOND. 3-31-01 * � �� G�p��c APPROVED 8Y: DATE: \*: E« F/coM sTA 37t��.LO fe fTA. 39+29.00 h�� . C l �„�O� z N.T. . / INDICATES A.C. OVERLAY C 0.10 Mild.) �Q f Jr CIVIL �� W#Ire- o,��lc /wuA�{tEr Tb 3.2' �' n`,�5 CITY ENGINEER /l'y� -• %•:-lo, ` RC.E N0. 249 5 3 INDICATES 4" A.C. OVER 6" C.A.5 �t£OF CA1�F% ' � fru �3 /3019' * DESIGN W MIM MACK ENGINEERING RECOMMENDED INDICATES REMOVE EXISTING A.C. -- �=J. 17150 9 '�� p Exl, * � 2890 INLAND DIRE BLVD., STB. 108 AA. INDICATES DRIVE APPROACH. < c �c r, s '�� s '�/ ��/ Y/C/N/TY MAR SN �/ ' ONTARIO, CALIFORNIA 91764 Gl r I --✓ �H 1 J l ANV 2 D r 8 of 2 ) PG,� ®"g6v15ED SHTS 11415 PER DR °.!S �✓ w TN IL NC-d 4 l4 J _ �Q - (714) 948-9820 FAX (714) 948-3823 tJ�gq-l0 IN c. L 5-10, _ � �/ .' DRAWN t5 EIJC�INEE(LIN�I 4-1,-00) 9j C OF 1;{� \ - -" SHEET '('• i� Pte• -REY►�t o s►HT5 I, 4,5 P� DR.98-3o of Tl•II61J6'� l-b ( ` � Z� f (� /��/4d � 3 �4EV!�/HiTEOAK N!,/P.4R k/AY�3 _.� 9 CA�t/TYEt/G/UEERif/G /So�4 L �P 71/ c��L I OF 5 s-�� F!}V4 10i f+r 1?•NJ s �Nl G�¢-2 0-!Yl /r PER DR. 95-3� �HT'�. 3 4 S _- �•r•.f Z 9YTH/EIVCJE_NC��• !r3 �n� 8-5• ( CHECKED TnrnvrP. MIN rwa< a.cF. �•vo �. s-3o-•�1 DRAWING N0. p5�C fi� ipTlola of ���l��lo N UAit /kPPKu• 17E 4 P`flor� GE REVIh►oN �p'T� hFRRn b�SG i�If T10�1 O� KE vr2lo�l PATI; CITY APrRV'p TPM DATE -LQ-- 67-57- -FILE w.-cl �y� CAFE��./NO 8905¢ PROJECT SNT. N° 7 OF ?0 4 f PROPOSED TC AT 22' WEST OF 4 (Be' CF ) EX/ST7�I0 /VATURAZ GROUND E 22' YVESr OF E[ LENGTH= 132. 37 @ 29 r 60.00 V - cy to r4 ��ti , g� 1off $� 8 $� ! _ - r - , . w �► m a � h a v v ^ v = v it PROPOSED TC & 22' WEST OF If 3 N o, o� ti a v I` ►. + Q a ele► Q _- - t060X �} �. b �0 M 1145-TC W � r - -_ ;�� � � P * *+ Q �, �" � � 1165- TC W r9�qe k. /G10'YC TXUE LEN6TN= /S//' ,-o- -o-- 2 c, EXIBT/NG A/.4Y'U/?AZ 97RWNO e � P/.=//4.757_ � � � ° W j, M 90'YC .33*99.s9 v ° PROPOSED FINISH SURFACE AT - - - •v o o tl 'n /-� '•� W V g 14 0-TC W m o o - v _ -�-, -/- V v 1160 - TC W 1+ k n _ t1 BT R pl a Q g �O 60X f /001 vc aj es 41 00 h $ 0^0 `� Q Q 1. _ b � KS i Q Q 1. h .. Il a� a @36 r00.CXI b 1145 _ __ - _- � � Q� `' -� � --- ^ � M � � � � � v � R v � 1165- rL 2 12Y. oe� GyPe RETUR CURB RETtfR ^ a Infro , va V 1 12x) �- 1.9 c= 4i' L=42.4 ' /00 YC °' Q 4i o 2 . .nor. = EXIST//VG ,vArz1RA1_ GROUND f»P 22'EAST OF� � � Q �l � R/. •//47.,3.¢ `V �l � t� @ 33r 89.8?� / } ++n � O � r •5E � 90'YC Oo V t0 a Pi://44.99 �6 all, " n v e 2 �600� V PROPOSED TC AT 22 EAST OF b yl _� �-- lip % v ,� W «� h N _ 3 1140- cs CF) ti �� ���� �ti�V � � tiff fi 2 � � o � ,� g � y � _ � g $� - rl� 1160 CL $'�i o� h � ^ h"I V ' I apt a� ^ lq � H 41 gid `° Q bbb � 'o �b \ h ►�. �N ° h b . Q a � � ��'a4Q CF �� wN h h a O a h Il1j n a0 b'O N U1co h O -A- �! tia WN i Q cj -� 10.60 b n V r 1v ^ �` 1: - _ ODS/' 'h N b d N g _ /C70'YC ,r 3 N o, f�OQi 0^0 ` /?L °//.?2.30 1145- TC E °�� - - _ - -- b + �: $ f *Oo.� Z 1165- TC E In V,� J ,1�x © i• � to Q - �� a e. � � ^ -� d 7.L.t 66.95' -`-�- CO NST YAELK WAY IM P Pb VE M I,NTS 4e• e'�WA`01- "AVE /IPPRDAONEcs ' STµEfiT Tilts �, PARKvVI1y DFi�tN4 5T�EET WyHTs P>;� D.FL.99-IO,AS SHowN W9500 � /oo' KC. k � � •!A Q � - {3•©by' Pr.= //¢7.sT o o I. �, K M - �° 1160- TC E 1140-TC E Q 33 t 89• B7 o ; IN D O v n� N .3 o ® © r 2 SI "Is O 'i o ti ^1 ? c N, ir 3 2 30 14 r o h h h M h b a `O h ~ 0,1 9 "Y+ v� N M y PROF I LE SCALE m �c �� h h 'h 'h h ! AZ p Lu;; M m t HORIZ. 1" = 40' r # 1 -� r' W 00 a i g /00 YC Q h "n me t��4 ��+ ��4 �� I VERT. I " = 4' ! : 11 �' _ � oc_ a TRUE LENGTH= /4/.s5 �36r a 600 - N N "' ` J <� .11 N + �; ti TLL.- 57.01' �" CURB, RETURN 2 a 30 0' 3 , 32 4- �' 9 33 � M M '34 35 36 3 T 38 39 L=54.90 40 o U� t y `" °C E I TA. .34*40 S7A. 35t47 0 �"� 3 d 9i t> 0� /4 0 aO o I-- = D 4- < o `^ ,, Ln '+1 ((�.(1� fN M OD a M l- � - - �. 21 �J li - h60 '�P Exis\ "''N� �� EXISTING PRIVATE v /v��" W `1 G �) ''� SEWER MANHOLE + �' c cc I 0 a I 9 2 6�Op �f 1-� v� �uE/CNy® WATER LINE b, r h r d 4 SCALE : / : 40' �+I ABANDONED PER �► 2 �� N c 25 3 Or r .� �; s3 ExIs1. AC. C SEWER PLAN 4,1 -� 23 IP� //i PARKING LOT �,s2 h -PJ\,J J.�J J v hay ax15T1nIgr ATS f 17 ( U IEj TY N 3 V► p g (1147) 6LE (1150 9/P e' P c; , TA• 37 94 L1 14 STA Z9fOCo N 12 53 2 2O I ll0 21 �� Iy �, 24 ''� �� -- \r 'k �� ,A' 91:'' 4 W OI A �3 E 5 .A.C. RIPE EX15T. I.C. BEIM o Zp - Q,­q, 19 t]L 6 � s' I/ _s i sa + 15 15�� 44YL/GHT '14 - - -- -S'? - - A 5 9 `� Z I h i 4 2(0 k� F5 3� ! 21 h 28 N + - _ ,r 5t�1 - ' 23 �n [/,UE + -+- 5a�� v- 4. N - _ ----- - - - �� + rjf 0.iw SEE 51G4.1IflG E STRIPING 11 e - -- -- g� z�r), �j �� ,� S.D. v c50 5500 �, 3 .h�` ,'-ti �, Q t Ib cu �; p -� Z1v `� �� 30 P 3 6�' S T - _ , Q 1 (// �_ ��'. PLANS FOR INTERSECTION IB" . )•- 3 �' 3 +o _ ..,L Ub y �o^ - - - - - --- ,.. - 17 - Q1 ` ►v� o:�F /Y �sy OF AfzROW ROUTE AND L { .,�F✓ - ;` � or ,, ,.c``1 �.�`� 71l� 7� �l r 1` W WHITE OAK. } O1 /pJ+��' i r tr_ + _�1 _ // �• 2(n -,- - t--1 - - - - '1-- A � -7 + '+ N/ 4 + A ' \EXISTING IMPROVEMENTS I� ` S` �} g) / �t ' 1 !b 1 , 3 _ / - i 35 O LA Z 4 � 35 `�+ 3 _ + ,Z 1 _ , 1 � _N - f 4 L� '�I 5 ter- c- _ 1 - /5 z f Dc � 3 - = ? 4 F b - 1` G 0 L,, V �. ( /2 E O N r J •, W w o_ g + -, ��� ° z a G (. °LLQ,V� r►"� �` `+J I 'O` Ln 4- 3 „ O O ►. x o: g ` p \ N 2� =_ -a �V �, x 13` +� o �o `� -.-a - _ N00'40 O2 E �. s n �w -a a QJI �I' Illi cit �a I ..� 'h N d S (T`!P.) 11 _ p� %® - - _ O © . p Q N E- a �; o a Q y .a At f a ,,,�n J.� h � ,, h' oc ° U - a 5 Cil x -9 'f u; _ ty y > ^ °- 0 en oc I o. c N 1^ Q w '� d _; 'LL . F �,.. 3 R , ct �; oc oc .., Q d > Q �- 0 -� F N 6 L>IC N rri ui i p� C vi o tQ R = w 'F- w F N _ . p� " Q ` 2 i W W 4 v Lu�1 V(�, v •, '1. `.( Q OL L 0 `r' p` J1 d , `�., "1 a¢ °Loa 3 V _ *1 ae Ii1 �1 0 N y �`{f�� , y ie 9 E '� I/ Q W I I` a i.,' d �} a 3 3 a ., tx y� 35" a g -W -�� 163 i rQ 'h Oe W N t~f► Rr cLU wl� O* I( I r !1 \ p u, _j C h i J z to OL s p N W w � c-) w N, 1 _ w � LL: h e� � 33 so I I p `;i av�� m o �a oc _� y c � M4 - t` A 3 0 M h ui n_1 M vi M Q ca N m s d F �" q du R Z�; Q I I I I "� = Q O d b r 0 3 /. v, ¢ c 1 Q �, QQ I I I �. �. ry 32 5' Z " y 23 2!"J Sao � Q41 3ati I ao �e °; sv+ �Qm u, lO �W,� k q W dd I I I I I I 14 2 f- Of °� oc a I of , D o et _.A\ (CA5E5) 3 3 e `� �q 'Q 3 u e J aQ of o� D C7 p p 3' `^ `� gel,,'? 'h of r w K 4. n �I m z 4414 a _ K� 456 URVEDTA R L T EGEN TACOMA OR/VE. RE MO V E DRIVE APPROACH CO/VSTRUCT/ON NOTES O Z REV WESTERL Y PKWY !dH/TE 0,41('-,4,00 S/DEI6/AL K,STT EES, ADD ST LIGHTS (4) REMOVE * - ---- - ---- - S7. L/GH7S. C.4A17Y E�/,VEER1#i9 PM/50/4 1•.3-se ® 90'00'00" 35.00' 5498' 35.00' �y.y�D 1 RDD De1vE 4PlX64cH onJ WHITE O&KAveNvr REPLACE ST. TREES �coNsrRucT B"PCC CURB AND GUTTER PER C/TY OF RANCHO OB /3'OT'/6' 600(V' /37.40' 69.00' TC /ND/GATES T27P OF CURB JtEN.4CA STKtt7 YRttS 6KJ wNr-rEOAK No aRtar�1 DESCRIPTION OF REVISION DATE C TY 9 1,-A 0� DR9 , 3 DATE CITYAP CUC:'AMONGA STD. vws No. 303 APPROVED. GO /4'00'4/' 60007 /46.73' 73.7, FL /ND/GATES FLOW LINE pcCzoo2-oczg2 / /cowteo3-ooB f D 90YX)00- 2l.DD' 91.41'' 27.00' GB /ND/CA72CS GRADE BREAK ® ®®1 REMOVE E"X Y 4 S Trt E 4'r r R e E s - Q t p L a c a u s W q 2 CONSTRUCT CO/HMERC/AL//NG+C/STR/AL OR/VE APPROACH PER O CB /ND/G4TE3 CATCH B4S/N A00 DR%VE APPROACH . STREET L14HT -FREE �EyEuc� AND Cous-rR�cT)oa PUOT15 Foa5TEEf7"r C/TY OFR,4NCN�J CUCAMONGA SrD. vw6. NO d9� (IN�pTN� CITY OF RANCHO CUCAMONGA oN FROJ60 SWT ? oir2o RAO/US AS NOTEO ON PLAN. lol-G� O 13'01' 16" 2411.96' 57.0P 28.63' SD /ND/CATES STORMDRA/N REMOVC TREES AND s10ow 29-K Lve/ CONSTRUCTION P10TE5 CONT. c. -I� -01 GR ST1►T1o�t 29.y9.6G C D� CONSTRUCT LOCAL DEPRES510N PER CIT`( OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN F !3'07"/G•� ST8.00' /3Z.37' 66.4.7' WV /ND/CATES WATER VALVE �{Re�o l9 REMOVE EXISTING BARRICADE. STD. DWG. NO. 518- CASE AS NOTED (SEE S.D. PLANS). O DESCRIPT10tJ OF REV1510 ►-� DR'fC PLAN AND PROFILE GV /NO/CATES CAS VALVE 4a----PLACE 41, A.C. DYER 6 CA.B OO ;,� 20 REMOVE EXISTING A.C. DRIVE AND AC. ,q /ND/GATES PROR�SED F/RENYOR4NT I /�(}4ESSl{jN PARKING LOT ENCROACHING IN Q1W. (0./OV//'/), l4'oo'4i" &ZZ.00' /5Z. /i' ��.41' ase .� <'o, -vs e�q/� 6 5 PLACE A.C. OVERLAY O/O M/N WHITE OAK AVENUE W (/1/D/G4TES PROcowD i'Y,4TER MA/N 4� •_ �, <<, ,� 5`- /ND/COTES Pfc�POSEO SEINER MA/. ''~` > c 5?0� 1r 21 REMOVE EXISTING A.C. BERM. 7�-ADc/UST SEWER 44AIVHOLE TO GRADE (COORD/NATE W/TH CC WD) STA . 2% + 15 TO STA . 39 + 201 - -G-- /ND/CATE3 EX/ST/NG 6.45 M4/N i T 1) ! s r /��e E - 6'y�\ 22 REMOVE EXISTING PRIVATE F.N. VALVE AND POSTS. 6�- -ADJUST I�YATER VALVE dOX TO GRADE (COORD/NATE W/TH C.C.WLt) 1 •�� {' �' P. M. N0. 12959 -1 1 U �0e' CAP EXI5TING PRIVATE WATER LINE Al R/W. 9 .9AINCUT AS NOTED /ND/GATES EX/ST/NG l�rYER PGPE"� �; ; - tip COORDINATE WITH PRIVATE SYSTEM OWNER T INDICATES EX/STjNG TELEPN4YVE C ` ' I Y INTEL" VENTURES. /O INSTALL STREET NAME SkGrM PER CIT`{ DWG. NO. 40/A/ 40/0 402. APPROVED BY' DATE'- -,E- ATE' - ` BENCH MARK e USS, \\ --E-- /ND/CAmg EX/ST/NG ED/SON coY,�t Y,Q.�� -3i "O5 /� ` �1 I 1 *\ < 3- 10� *i Z�3 - PLACE 3"AC. OVER 4" C.A.b. CITY ENGINEER -� / 24853 �. F , I,II : / Of CAS -G�" t RC.E. NO. SM NO. 122 \� -\tel " l/ i43l�c�' ��`r" 24 CONSTRUCT a" A.C. CURB PER CITY OF RANCHO /Z CD/VSTR!/GT PC.c. S/oEW.+'G,� PE.e C/TY OF �PANCA'O CUPAMeNG,O INDICATES A.C. OVERLAY (0./0 M/ <<l v C� DESIGN RECOMMENDED C411Z "O" N.E.C. CONCRETE VAULT, FRONT OF q Iy ' r� -- ' 0`� CUCAM ONGA STD. DWG. NO. 313. STD, P.W6. A/D. v;/t DTH = �.o �/ MIM MACK ENGINEERING rag z 1 /ND/C4TE3 4 ,q.0 OYER- 1p, 0. rJ f f�f �Al,� 1D Sry �� 2890 INLQM MVIRE BLVD., STE. 108 AB�TIB1 PLANT. S0. SIDE ARROW ROUTE , WEST ,,, - ISO. . L� �� �� - 25 REMOVE PORTION OF EXISTIUG PRIVATE A.C. DRIVE. �� /4 INSTALL STREET L/GL4T SBOD LUMEN 14PSV AY SCE, PAID AND � ONTARIO, CALIFORNIA 91764 OF ROCHESTER LOCATED AT STA. 55+99 33' .At-EXP. 6i ti,t' �� /ND/CATES REMOVE EXISTING A.C. COORDINATED by DEVELOPER. 50/ ��, (714) 948-3820 FAX (714) 946-9x23 1 2(c ADTUST S.D. MANHOLE TO GRADE. /5 INSTALL 15 GAL. STREET TREE PER CITY STD: AND NOTES ON SRT. N0. I. DRAWN SHEET SOUTH OF � L1 J 5 REV.W�S VVHITEQedC STA29+o3 To SIA 3/144 3, 0 k_ REMOVE EX.'ST LA�t/OSCAPr0RR/G4T/O�v © INSTALL R2lo SIGN AND F05T PER CITY STD. 40Z. CP ADDED DRtVEAppRoAGi(,5T•T{ S,st.l.l',SDWK,PV-Wy -�_OF D.A. INDICATES DRIVE APPROACH Q Dp-AINS �'�� 3 29 CHECKED TD10THY P. KIM MACK R.CE. 33390 ODP. 6-3D-19i) DRAWING NO O SIIWC!/'T�'RF1''IdVEEX/ST. A.C. <PR/VgTE) � ll IUSTALL R2L SIGN DN STREET LIGHT. -7 ELEV. 1164.409 �� �t40 .I:0GItiet IUCT ��llloo T)R 99-10 C% y O coW51• GOR"1DE DRA)ure-g-CIV STD.WO 107-Ak-13 .�-� - /L�/ � 4PTID0 OF i�V1510►J I1 " AP D �O WInTN �-jYY� ASSHoWN 32 CRA►AE PER T/P. SECTtbi.l •n1 3141'. 7 oF20. DATE /O 5� __ r� - _ _ 'L L �/v - PROJECT SWT. NO 8 OF _ 7 � T.L. • I bfr.98' ' CIIA'S R 7ZI T.L. 153.08' AA A14 J.,01EXISTING NATURAL GROUND AT 22' NORTH OF q k 14 14 PROPOSED T. C. AT 22' NORTH OF 0) h b --� ` -- +O.S2 T N - _ - - --:a �_ o _ - 1150 TC N 1150 - TC _ � l- o - 1 _ _ _ to.�o o � V. +0.54 a 001 1145 - TC N Qdl ' - 1145 TC N g g XISTING NATURAL GROUND AT $� PROPOSED F S. AT V �J j� 1150 - o o v _ --�- - � -- � - 1150 --- , - - W N J T.L.: 155. 17' 1145 ^ cuRL RET T.L. I44.74` EXISTING NATURAL GROUND AT 22' SOUTH OF q v 1145 �.. W L z4241' V ` �V4 °/4 aA= `y4k V PROPOSED T.C. AT 22 SOUTH OF rL d $ a (8 CF) �' o h ba I 10. ti o� O Q 1150 - TCS --- -- _ _ -�-�" f . -- 1150 T ►• � C S a X0.52'/. - - - b *�� 1145 TC- S -- 1145 TC S • - PROFILE SCALE HORIZ. 1 = 40' VE RT. 1 4 /0 // /2 /3 /4 /5 /6 /7 /8 /9 LEGEND tc SA►IV C U T* RE-MOVE d a N TC INDICA T6,9 TOP 0!F CURB < � � o1e � 2 s EXIST. DniVE APP. FL INDICATES FLOW L1NE R EPLACE WI TH 8"P.CC. y dD d 2 eC !� N ' r a > V' ie GB INDICATES GRACIE BREAK C f? +GUTTF �` < 'a �1* `!' QC �`� Q d o � CB 1N0/C4TES CATCH BAS/N U B V Q� ; w N N p m p N � q V + Q q� `� v `d So INDICATES STORM ORA/N SEE SHEET 2 a tt�►. `� a b Q o W /CAT WATER VALVE ; ® - O V Q� < , t o �r► OAC +- �;; ` 4 Oc 3 r ro + Q Q. V 8 V, ,*, wv /ND >N t GY /ND/GATES GAS YAL 1/E ® n >n m N W d °c °O 11V01 CA 7E9 PROFUSED FIRE HYDRA N7 33' ,�3' 4 h g - y V) �� v V 7 ' 4 W 1NDICArES PROPOSED WATER MA/N 66 u v o 3 p f 3 tj v 1'1 SC L V o-i bl h t s "' V N vi �� ? h u; V 00 �� a F i5 I-. o h° No !► lb /Z \ S INDICATES PROPOSED SEWER MAIN 3 Q W " ' q. R/W q 500/ INDICATES EX/ST/NG GAS MANN Roe �q ¢778 - + T H. -_ - ��r �r �� _- - - - ------- /ND/CATES EXISTING POWERPOLE tom'( / LAJO u+ (� a N AZE�' 4/ :_ �. _ 5 1 UY c 4 i V -- _- - ------- T /NLVCATES EXISTING TELEPHONE COMO. W QO h Q r 8 F E" Q �JA. n E�- 15 EMov� F I. o 1 - - --E--T Q�AN e) I - - - Q1 -_ O �'_ _ �� 1NDICATES EXIST/NG ED/SON CONED. t at p t ,Z ,Y ; - --__ Zk E J �9 0 ¢ 1 �, 5� [� Y O CL lT --- - - Sd+- -- - - } F . d +. ' �` 0 = ° ie N 59 0 "6 b -- _ _ /NG1'CATEB .4.C. OYERLA (O/O M/N) SCALE/"=40' � 3 '�h o M R/w / _ _ ¢ ' ----+ '6 03� 8 I No 9z 3 9� D r 4" ,a.0 ouER b"c.A a. "QOFV� v� - - - 5 5 INDICATES REMOVE / 'F --- c t ---- /i!, ,.n�o 3 \ 6 p8' 0 -►- + + + j - EX/ST/NG A.C. - � �s6$ I e a2hF Z 15 / 8 N X4 .00' b 0 b 6� - -� - - - _ - - _------- --- DA INDICATE5 DRIVE APPROACHI. 26 �6� /Z (TYP) T_79 ,a ' k0 36.46' 4�' �i 450.89' ---►- �� OA1 ,Q' 75' H V 1 IS L /2 VIM R11w 5�r o, Dc b v, ( Y P) I V i ° y w �A� - �� aq b^. O �� \a BENCH MARK �' - - / - _ _�Jr- ^ 1b _ /2 l� w u� h H Q B M N0. 12 2 a ' - - - � ^n � -� m - v, �. 4 v v f' p.00 d� tlJ - Q. 0 w P N 89 46;37,C sd -- k 8 p (r ` �, /4 x i- v Q2 '�G d p p „ Z �` a v v a CNIZ "0 N.E.C. CONCRETE VAULT. FRONT OF �� �� 1 I p �'� o- `� ��i °`� � °C CURVE ABITIBI PLANT S0. SIDE RRROW ROUTE WEST �SFy 68215 FL It1 5 1�\ V ; sa'yy ,: to Q°; ss x80 % �' b �� e u ce RVE DATA A Ik b k 6 - 7 � ' �� - ' -+ Q Mo f o� d e m W 0 3 h d OF ROCHESTER. LOCATED AT STA.55}S9; 33' R/YV d� Q �� �o �d < 1. oc Q -- lip %L �' 90 - 00-00" 27.00 42.41 27.00 ZJ SOUTu OF Cti. _ - - + +� X6765' o� '•''r n Q d o " 2 xa- o` LSS�O © 15' 10'29" 576.00' 153.08' 76.99' ELEV. 1164.4001 ii vo p. - d w � � ®® ,a Z�' `� �Iet v �''^ - © c�0 '�! © IS' 10' 29" 600.00' 158.91' 19.g2' Ofa t o + + a �^ rn 5Ak1CLlT fZEM�VE �� OD IS, 10' 29" Io22.00' 164.14' �t.a5' As it ro MATCH L.L.A. No. 3132; ADl7Ea DRIVE J ,.ol ,,// nn� v; vl s I T.K0F1 J Z APPROACH Ar C STA. /t,s~-1 fe.58 BY A55oC IATED EN&I NEQCS L(ZZ�f (M . it ll EX15T. DAN, APmACtI W r^1 O „ , I� I r a ® (� I� �1 E 15'22 54 622.00 I6b.9B 64.00 CITY W �0 a ��'' �$ 12EPLACE VlTH o" t?C.C. ► DESCRIPTION OF REVISION DATE r r APPROVED 0 Cae,5 ddTTEC 1 � E �x'3.31-.de � 15-?Z194-16DO.D0 Ib1.06 1x1.03 O _ � I �' ' fR OG 15.22'54" 578.00' 155.1?' 78.06' S f- �. CITY OF RANCHO CUCAMONGA O ~` REMNE EXISf.Cd�t3 a�tEtz q'F OF �A 4 I I j I I � Q h - OON9T!?!/CTION NOTES i //.II 22' 122 II II Ak1D SIDEu/ALK STREET IMPROVEMENT PLAN L�= + PLAN AND PROFILE Q 3 � /�CONSTRlJCT 8"PCC CURB AND GUT/• R PER C/TY oFRANCNO /Z CP*5r 41CT PC. C. S/D,cW,4Z(- mER C/TY OF RX VC/10 CUC.4MONGA CUCA/NONGA ,STD. DWG NO. 303. 5TD. DuJG. Alb. 104. STD. DWG. No. .8/40 WI,07'11= 4.0 i 6' I I b (CASE 81 Q2 ( 2 CONSTRUCT COMMERCIAL /INDUSTRIAL DRIVE APPROACH PER 13 CO/V5r r1X T HAND/0WR /,AMP PEEP C/TY OF 1F,,4A1Ch/O CUCAMONG,4 TACOMA DRIVE C/TY OF RANCHO CUCAMONGA S D. DWG. NO. 306 rW/ TN AND /� STD. DWG. A/D.,310 STA . 10 ♦Z Z TO STA . I C1 4- 0 0 RAD/US AS NOTED ON PLAN). STD. DWG. No, lol-A g STD. DK/G.�l/0 101-C. L:� /4 / BY rDEVELOPEREEr �16Nr SSOD LUMEN F1PSY 61 S.C.E. PAID AND COORDINATED ® fESSI 30-- CONSTRUCT LO-CAL DEPRESSION PER CITY OF RANCIID CUCAMONGA Q /s Q40 O�rq/ 0 _ P.M. N0. 12959 -1 SEE SHE'E'T 2 STD. DWG. N0. 518- CASE AS NOTED(SEE 5.D. PLANS). 2 IUSTAIL 15 GAL. STREET TREE PER CITY STD. 601 AND NOTES OW SKEET 1. tC SEESHT. /. �p LiNoC, F� f. 40 --PL.4cE _ A.C. DYER G„CA_.e Ib INSTALL R2(e SIGN AND POST PER CITY STD. 402. Ate; o� Y;,s�G�;_ �l APPROVED BY: DATE.Ir `=' ` �' ? CITY ENGINEER_ R.C.E. NO. 24953 17 INSTALL R2G SIGN ON STREET u�NT. REMOVEDRIVEAPP, W No. 20953 �/ 26 ADJUST S.D. MANHOLE TO GRADE. STA 16"16.58 ADD ST. � DESIGN RECOMMENDED LIGHTS It• 930 97 w Nn. 33?4C'. MIM MACK ENGINEERING a-AD�/(/ST SEINER MANHGLE To GRADE (COORDINATE W/TN C.C. WD) �7 INgTALL R26 (8) SIGN AND POST LIGHTS (4) RFMOVE r I �� �x� l l rY 1►�� 2890 INLAPID EWIRZ BLVD., STE. 108 Ba--ADJUST WATER r;.V BOX TO GRADE (COORDINATE )KITH C. C.W-D.) �Q E 6l.jt' �'° SN ONTARIO,9 CALIFORNIA 914) �1 C CE- � f CdVtt• � a\ � (714) 948-3820 FAX (714) 94e-5823 11 IWSTALL RI (3b") 516N I PAMT LIMIT LINE t STOP LEGEND. RELOCATt APPJECAC •I ADO S7. LICjHTS PC"4 64 / DRAWN SHEET C koM STq. I469.45 ToSTN.!!>'!!9.0' !ti�`t�s! RtMOrt 6IlT4 D(twi apirlp[N (r-�/-e/ e90 54. QF lr� ' ;4� t%, �\` 3 J pit RI r.3 - oU ; ``�`.�c At1F� CP (.._ . OF 2 AVGKDACN BY TH/EAIES EAl6R. b 46 g- s� �-_ -- CHECKED TDICTHY P. MIM MAC( R.C.E. 33340 UP. 6-3094) DRAW'NG N0. r\ D E S C R I P T I o N 6F R E V I S I o N D ATE CIT'( A►FII'Y D DESCRIPT/O�J OF REV15101V DATE CITY RV'D. TPM � DATE 1P_'S '`>z FRE IIL C4PE1-L//VO 89054 PROJECT SRT. NO 9 OF 20 L=56.iP' CURB Z V PROPOSED T.C. AT 22� NORTH OF qD Wc, (8" CF) _,EXISTING NATURAL GROUND AT 22` NORTH ; "1 44' �4b 1155 - TC N k M� ''� , ,�;h - = - 1155 -TC N • h !•0.9'2% - � LEN6T1-1 ON CURYE 1150 - TC N O� EXISTING NATURAL GROUND AT rL 1150 - TC N o PROPOSED F.S. AT A °/4 A14 '/•t 1155 - w� 4 �� $ �� ` � 1155 - W h ,e .SPS 1 150- EXISTING NATURAL GROUND AT 22` SOUTH OF 8 P4' I1467' Ile.04' /4 7, W L.O.C. LENQT// - 1 TANGENT LENGTH TANGENT LENGTH 1150 - PROPOSED T.C. AT 22 SOUTH OF i- v W �' bap �14J (8" CF) 4/4 4¢ d/4 14 m h a �y b �! a,e h GRTAN o0. S .i155 TC S Q DQE _ -T 1150- TC S 1150-TC S PROFILE SCALE HORIZ, 1" = 40' If VERT. 1 = 4I /9 20 2/ 22 23 24 25 2E 27 �C0T -p 10,15. EGEA0 CUR VE OA TA A,bTR=IFT TRa�C6lAL�, BE RER,AGGo TO TN E b I I I TC IND/CATES TOP aF CURB R L r 'SP•TISF*rm N OF TH GIT`( A1C#•• INGLl1pING Pte• I I t i Sa= _ FL INDICATES FLOW L/NE w4mg ORWI wu RS>c RN-MavEr�. peA-0 ort ptriwes O" /O 8.24' ./ W GB /NGyG4TES GRADE QREAK ® 041-4.3 0 00 4 2 TRMF-$ CZPHat.L. BE SAPEC.1 F5 © 6979100' 58.00' 90.4/' 57.3/• ,. Oi I CB IND/CATES CATCH BASIN �r-m Ke"It-cTN6 "fR-t:-�m I pN A,6517516MANT lby u O� y /I SD INDICATES STORM ORA/N C O89'/9'00" 36.00' 56.12- 3557' 0ERTF1=> �� sT 7aPPTlF?9m? e THE V� crfCfiI . 7I I L//1/E I� 8 WY //VD/GATES WATER VALVE OD 89•/9'00" 0500' 38.9 T 24.70' M( TR�S. 7 � pPPlCA � WUL� UK6 TO PRSAN E I i I Z GY i QE /NO/GATES CRASOPVOALVE 98'4540" 6500' //2.04' T5TB' � O�•�✓ G`/ F/RE NYOR4NT� /N / F 99•/9'00" 70.00' /09./Z' 6-917- SEE S�/E"ET 5 W INDICATES PROPOSED WATER MA/N O ZutJ I s2 + (, 3 INDICATES PROPOSED SEWER /V IN d © 04 4320" /00.00' 8c�4' 4./2' - -G- /ND/G4TES Ex/ST//G GA9 MA/N A CASE 8 > O 'Li W 3 - INDICATES EXISTING POWER POLE w v0 O I cj t z 1 � J � I � ♦ � T /ND/GATES EX/ST/NG TEL EPf�NE GOND. s • ti / - � Z ND/CATE9 EXISTIAV EXIST/AVED/SON CO/VO. oL Cie y � I �i d \ W J 1.- I \ � ® / O/GATES A.C. OVERLAY (O.10,VIN) • r_ 0 � o• v "o � ��p -4 u+ � I �� � _ ST.t. 2G•t 3/.oa, 21.80 R 0 0 � r. v \ N oCN c 3 0 Q ;2 oc d •/ 40 � � h �. � a , I z CAE o 0 ^I O � cc ,,� � � G"C.A.B S L 0 d J N o (l Q Q 14' E.C.R. D.A. /ND/G4TES -A.C. OVER � � h \ Q � ae � � � �Q� 4, I °� I � F� I I �3�� STA. 216+1414' -. 40.33 R N � � h � 4 Mo 3 � � z N� a * a I qG 4 c ,, O Q ,� ! ,Ig 5 F `SP+W COT IftmAm%w t'lc��. /�1/[�CATES REMOVE ti N `�' u MA CN 6$' sTA. 25194.�/•4. 5'R - w EXIST//VG A.C. 1 Q T e o IT11 RJB 17 "� SPP R�Pfrh�v 1 . . Q w R AC;H R I ' m a N ,� N = y 3 y l4 p� ! `" (TVP.) / 26 t 0.34.3"Eco�l C B a-c I Q w H 6I(.NT GcI Rts t�11 T}I ?q�'cx1TTF.R T (rvP.) _�II v (r P.} 30� D.A. INDICATES DRIVE APPRDAC4l. ' �' vtii `'' /5 /Z °`--------------------- 'WILL I 04,BB.Bi BCR D F Q �'� M N v f? W - -- - - - - - -`�-- 187.50' 3 204.00' _ I �9 P SF�� 1 58l'4l'43"E RAD. rn 0 La tj .4.5r ,, S1 z FEL OC41►TF W97 51 loN 7b MEW x I 4 �1,t r fi o V Iv r i , !b •s aFP_ T 1 - t ,,�' ��. '} � .r3 s , S To T o vf' hWK- -- �;J 6f \ 6 ' 4'4f hD ' c yti 1 g I 4 cJ^� *59,0 , �ti' 8 s _B 7 i• s¢ i3 K• c - ` - zo z, ,1Y -S z �o 2,i _N B9 59 02' S° �t5o4i' oss, ,, s3 /Z 6 C6sr T� r,Pga IS F IS Q 1r'� ✓� 2(0 / 7 kh /� �, 3. - AM NME TO I►�f�C:TC�R f+W �pp�, -�-- ��K'NLir✓E <,o�. 54..:_ � R... D q S 9 � RE!-cac,�cT�" $ 8 Z fl .: OI F �2 L TRANS/T% QnwnuvE -_449r cL -COM, h �- }-- - N _ --D/ ` l!��_ !`� -` h3 3���W oi✓ lµ d N-L S16-1 Ay T l",5 PjQkIErR-w& (,(e-'r)S�� -- - - - - - - r L6 s �3 �iw kE,�ppQ SMA/ED NE PPRo 8 °� 1O + + "t i " + T I u T)PQ -rtl .lob' �56,1 I . CW w�7T T +E- - - - - -- F o � ' R s'o �1.tR1►•K'r ry 3v q --Z-- 450.89' - 1. 3/e. �r ! _ - ° _ ,4 x�m �./ R , - /2 /y o<C/ (b 0, - a� /5 I Ib /2 '8 �`' -N R� L4GHT X c.� 0 REMOVE EXIST. D21VE APPI20AG14 t3Y t1�lE.►1E5 Rlw / /S'/N/ 4cy lc/c 6fJ G K. 1�5 G/9G S' G Q ( �ti• 43 z N N p W ti le (7Y P.)a et oC /5 �`,v. oc 4D' v+ �• g -t} w V ti �! A �, w u, ui (TYP) ti 4 0 oG _ IM 6 = 1GN CI Y y v, 5 o h o ,� , a, o J F DESCRIPTION OF REVISION DATE Q �, f' D ! a o ate' c-a ® °`� '� 'o' 1 v o a _ v- •� �` APPROVED. oc b Q�u t 3 a Z [� a0 y h y,�. N n N `vs� v> �� 'A LLJ -J O o a s a- � Q l � a b CONSTiQUCT/O/1/ NOTES . a N o hoc a �;� �� N b �A �a o� , N a 2! Y o 3 '� ' CITY OF RANCHO HO C 3 w o Q N Q u = W c 0 + to a: o Q u, F, s KP d '� *Vl/ '�y oc u, 1\ Q d -r y 4 p� of d f y, - �. `C N >> �� d t me tt v, Q w W W \ V d 7 + 1 CONSTRUCT 8 P.C.C. CURB AND GUTTER PER CITY OF RANC140 0 = �++ �� ''Q °�� �' + do �° y. j�.- � `Z- STREET IMPROVEMENT PLAN �O "' m7 � 3 ► Q3 Uj LuB:3: aco a �! d m + ♦ N w o y +:� T I' CUCAMOWGA STD. DWG. N0. 303. Q STD. /L)4. �, 2 Q 3 v+v+ v+v+ C��i, .� o� oc .� ( NO 33340Ile i7'ij PLAN AND PROFILE SAwcur KEAbVE h w < N �- „ �,x P. 6/30/ 94 O2 CONSTRUCT COMMERCIAL/INDUSTRIAL DRIVE APPROACH PER CRY OF EXIST. DWY. APPRU�lCN �OQAOfESSf0�4( 3 N ; RANCHO CU CAM ONGA STD. DWG. NO. 300 (W I DTI} 4 RADIUS NOTED ON PLAN). cafsr. e�cc/Qe i 6drTEA O �Q �p1C 1.qG �` ® CASE 6 Cti ` 1Z• � TE W97 To �� �.� TACOMA DRIVE 14 Im5TALL STREET LIGHT 5800 LUMEN NPSV 8Y S.C.E., ~ �0 ti!' yG� DIS N Rg Ll�ti �2�o 61C�{,� POST = )4`` O �. z �G cU ,: ,1 5TA. 194 00 TO STA. Z� + 05. 5q PAID AND COORDINATED 8Y DEVELOPER. _ �0 z � r' R N0. 51%- © - - " 3 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONCsA STD. �' �� O GO�'�R,p.GToR• Ivo.of � ..H eT Z P.M. N0. 12959 -1 CASE AS NOTED. CSEE S.D. PLANS). Q 15 INSTALL 15 GAL. STREET TREE PER CITY STD. 601 AND J, Exp. 3/3/�as LtX TE mvEwpr FROM �7e',. 26+04&l TO t1f cS ;., ON SHEET No. I. 2 SEE SHT. 1. �< �ILkKl,& fir• • © pQR ��;�,����� APPROVED 8Y: DATE'IC-ac-2- NOTES PLACE 4 A.C. OVER G' C.A.S. 1F /Vit 't `� k BENCH MARK 24953 99 REI�� Xc• F-0. ^M0 �TREm LJC 4T. ��� p�' � CITY ENGINEER �� RC.E NO. IG INSTALL R26 51GU AND POST PER CITY DWG. N0. 402. 7�/ _ p cry BM. NO. 1Z2 NOM; go=t E A•Lj- MI ->,rjm r 2G -16147 DESIGN RECOMMENDED R Y MIM MACK ENGINEERING O7 ADJUST SEWER MAAINOLE TO GRADE (CDORDIAIATE WITH C.C.W.D.) No. 20953 xi CNIZ "❑ " N.E.C. CONCRETE VAULT, FRONT OF SN ��� 2890 INLAND EWIRE BLVD., STE. 100 I ccEY 9 ��9� * ABITIbI PLANT. S0. SIDE ARROW ROUTE. WEST �`/�, ONTARIO, CALIFORNIA 91704 JM H O ADJUST WATER G.V. B0X TO GRADE ( COORDINATE WITH C.C.W.D.) 17 INSTALL KZ(o SIGW ON STREET LIGHT. P / (714) 948-9820 FAX (714) 948-3829 oN S REE L/G ��� OF ROCHESTER. LOCATED AT STA. 55+89;33' DRAWN SHEET INSTALL W57 5/GiV T T f/T CIV�� LOUTH Of 8 CP 4 5 rt. 12 CONSTRUCT P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. O '�l�OFL�FO L of O DWG. 140. 310 W10T1.1 = 4.0 2(o AD3UST S.D. MANWOLE 70 GRADE. CHECKED rn•+on+r P. Mn•, rtina< R.CE. X90 mw. a-so-s4) DRAWING No. O E LE V. 116 4.409 TP M r-7-- /0.5- 2- -_� rte. z G4 PEL L//VD .69054 PROD ECT S"T. 140 10 OF 20 100' V.C. &I 2.8 G2 = -074% FI. •(.3.44 T R IY W 014 d/4 1114 A1414 1\ PROPOSED T.C. AT 22" WEST OF fL� F p� (8 CF ) in) � s o0 a OV 3 rd o wCi EXISTING NATURAL GROUND AT 22- WEST Of � g a �; �^ '�" N N a'N ",' b l` 1 165 TC W 910' YC o b N tp R./. =55 52 N N b b e e7451 5-9 tj } %„ �0 f � 0 -9 l Nb N 3 1160 — TC W V h h IOO'_v.C. �;> �sr. GL =0.942 1160 TC W � �►, � � � — �^ (kj�h h� �b� h� ^b fiQgox PI sb3.21 ku RI h ci ,w QI N N N N oG• � � -- f 0 d9r '' M � 116 5 `, 1155 "' TC W `- - EXISTING NATURAL GROUND AT �a N v b CL S H 90,YC PROPOSED F.S. AT CL � / r Ri. = 55.29 CQ 27t5I.5-9 ► . . by � �- � / 1160 — �, �o � �� �� � h f 2 _ __ teo=�c. =t.e i •-0.166 -_ 1160 — . V T �� ti tib �U h- o� N '�Cki Fm W N X44 d/`f 4/4 a�¢W � Q d fn EXISTING NATURAL GROUND AT 22' EAST OF Ct H + $ o a e M 1155 _ PROPOSED T.C. AT 22 EAST OF.,— ¢ 8 � � Q � Mto ° ° "' N �ti �a 1165 - TC E - (8" CF) � M c Imo- �e `Ob v bb Q 90' VC N � P'/. = 55.52 v, - 1160 - TC E �� P ;z�� 160 — TC E h h e h `o ^b ti _– ---- — 1 ) JK _ _ti h-tilh-tih Q �' � 1155 — TC E PROFILE SCALE HOR I Z. 1 = 40 ' VERT. 1" = 4' 26 27 28 29 30 3/ 32 LEGEND TC /NOICATE.9 TOP OF CURB Al- /ND/CATES FLOWN LINE tn SCAL E :/"=40' I I I z4 ale INDICATES GRADE SR"K II �I •# I a CB INDICATES CATCH BASIN 3D INDICATES STORM ORA/N %n iin II Q I 2 a 2 I4 I I I JW IND/CATES WATER VALVE I �ti a d z '" ' I ( 0' 0 II ( 6V /ND/CATES 04S VALVE GN I I I I ♦ d W W d V u v / 6' /4" Iq /ND/GATES PROft�SEO F/RE NYORA/VT III v' a Lu Chi v+ W > a a R� R/W W INDICATES PROPOSED WATER MAIN 1 I I v W o t� �^ '- Q o �" WINC� I I S /NDlCATES PROPOSED SEWER MAIN - d W W o d a � M pQ ui �: a' $ N W < ap o N W II E -G IND/C.QTES EXISTING !SAS MA/N II d 0 0 � d ^ e Q = al z oe ^ t o-to �c j• Y� ® v' I I {� I I DOO pll� -t►- INDICATES E!'/ST/NG POWER POLE �I I W W �. oc > ^ Z < a d d o� N p Q REMOVE �02TIDAJ OF p Q I '` I 1(11 R T— INDICATES EX/ST/NG TELEPHONE GOND. I O ~ o Not W I ni a ? opt N °` AXN D fid. W NS Ir PD D 77W a 0 mit I I( 0 --E-- u3+ j R` Indo"' N LZ Q I%J 11 . OF N E Nl D.A. R -£-- /NDlCATES E,r/ST/NG ED/SON GOND. I I = Q Q °° u+ w "� N W If. a = N oc _ I r��8 03 /ND/GATES A.C. OVERLAY O./O M/N. Q� I Iit ® ( � V N K� (T YR) h F. Cn p� , I �� w � \ � /5 �P R� 3D' '� I ,� `0' ! / 17 ,IA g /ND/GATES 4" A.C. OYER. b"C..a.B. V' 5 ,t 35 P Z R/w 5 y. �`a �--J /40.64 206.34 /it/D/C.4TES REMOVE � �� -- -� �, + ofi. 1 + + + �� - - -- _ �yw W N I A7E5 DftIV 7 $ {y8 �� E �a9 e ti - �o��'� 8 /� `�' `� .01 `b F ¢ _� � _ _ - 017'40'02 I E I aI 29 30 ti 31 u+ Z3 (I 4 i a ti 0,4 00,0 ' OF PL r n+ T 4- 1 Jms`s V P r �U V 7- l X174.83 `< \ 3 <" ^ � 35'/ v 1 R/W /2 0 ,(vV ` I I c� �� ° - 6vDE'D Now To dJ5morgw- C 1,5-18-'T9) "! o h�,`'' 17 a c , 27 �'�'� k�f 1 �. O (I J I - IMOVf=� 4 DRNE P�PR �H �9t -- N ti N , o Q.N QEMOVE 1TtEE® V �V - '({�IGNI�J I �Jn• . i► IGIMG -20- a1 f h p j? `t 0 N I FRIW REMOVED f WIDENED DRIVE APPROAL'RES K W ti V o F n /_ 0 t iQ-/ S/GN STOP LEGE.vO b 91 I I I I - O vZOP05f-D - I eco � � ,gyvp B.�.�PER S�GiV/.vG y Q• 0 � Z � SY TIVE"MES E1UGR. '-5 &/9G S �G NST N OTE.g - o Q Q o a m W, e +, p D CO RUCT/O N }, = Z } o 1 > Q N `�t\ p{�N ATI; DI�W Y. b oc AND STR/'P/NG RL.4NS 6e' °` �N u N °L '�' N �� a � 0 511' 50 I DESCRIPTION OF REVISION DATE CITY IQ M W u ec N M P L AP ROVED N ec doq � " if W Q Q , Q2 CONSTRUCT 8 P.C.C. CURB AND GUTTER PER C/TY OF RANCHO � � 3 � ! � � � � w � C(ICAMONGA STD. OW49 NO. 303. STD. 104. �c �, m o 2 CONSTRUCT COMMERC/AL//NOIJS.TR/AL OR/YE APPROACH PER 0 11I to Z32 PLANS ao� st°� CITY OF RANCHO CUCAMONGA _C/TY AF RANCHO CUCAMONGA 5T . DWG. NO 106' (W10TH AND � SEE S T. IMP Qti� \�� \ RADI!/S A3 NOTE0 ON PLAN). � 3TD. IDI N PER P.M. 1215q - 1 v � 6+ STREET IMPROVEMENT PLAN 4�PLACE 4"' A.C. OVER-6 c.A.e. 27 INSTALL R26 CB1 SIGN � POST. � � � � � � a I � PLAN AND PROFILE v swear f &Ewvk- o v a pr/Sr v1cWY APP2D,IeH - Q �- N0. 33340 , L � a q � EXF. 6/30/94 N pF E..SS/ COAL5T B 011R3 4 Nva �` • i AD✓usr eweR w,4/VNAGE ro GRADE �COORo�NATE WI>W C.C NO.} o Q� �Nq OAKWOOD PLACE a4)-A ouusT WATER G.Y. BO.Y TO GR.4oE(COORoiN.4TE W/TN C.C.h!O. �Q� o�V `. 4 lFy W °�� ® 90US;p�, rgTf STA. 210+03. 43 TO STA. 30 +84.42 ' =� ,p ti; c FX 5117E WALK TO � 3 W pQ LNC) ql rp��f �t O F � � o�" - P.M. N0. 12959 I /2 CONSTRUCT P.C.C. S/DEW4Z,< PE,f C/7Y Df RAA/C//D CUC'•4MO.VG,9 QI r 2 m KEMAIN 44 ?L f- �� ��Q��c STD. DWG. �t/O. 310 f v/OTfi'= ¢.O' cr W.043293 X �" 2 � 2 APPROVED BY: DATE: Exp 3/�a w N, za953 BENCH MARK In/s rA ,r � 14 LL SrieEET' L/GNr 5lS00 LUMEN NPSV BY S.C.E., PAID AND Q Q'(� �,( CITY ENGINEER 24q 53 � � NO COORDINATED W( DEVELOPER. Q -3/-w/17 C 11. �' p�I 'r /5 '�f lY Fl a �wY I��'t �� •f � •� K ��` - EX * BM. U0. 122 DESIGN RECOMMENDED 2 INSTALL 15 GAL. STICEET TREE PER CITY STD. 60t AND NOTES p F ® *s P CdV\L ��� CMZ "p " N.E.C. CONCRETE VAULT, FRONT OF SN ��/��iesollx m nor ENGINEERINGvo ON 5NEET NO. I. Q SEE SNT. /. 71wll" • REL4C�TE x- f=H. b.ND -rr EX10t DA1Y. AYP,�AIfA( T RIc C Q� 1.1 FtT ONTARIO, CALIFORNIA !)1764 '�l O ABIT1151 S SIDOd E Ib INSTALL R2(� SIGN AND POST PER. CITY DW6. ND.4Q2. TD 'REMAfn( f.O;F;CA�,aE ABTPLANT, D S E ARROW ROl1TE,WEST ��,, (714) 946-3e20 FAX (714) 94e-3e23 IZEMbVE EXIST. SIG�YtIALK OF ROCHESTER. LOCATED Al STA. SSt`q; 33' DRAWN SHEET 17 INSTALL RZIo SIGN ON STREET LIGHT. AS reap. c6p r\IEu/ D.A. SOUTH OF J. CP � 5 OF 5 CHECKED TDCTHY P. MD1 MACK R.CE. 33340 �. 6-3o-94) DRAWING NO. ELEV. IIfa4.409. -7 TPM DATE (0 'S Q`=- .-FL-E : .. /Z PROJECT SUT. NO 0F 20