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HomeMy WebLinkAbout1408 BENCH MARK FLOWLINE E.C.R. SOUTHEAST RETURN AT INTERSECTION OF HIGHLAND AVE. AND MILLIKEN AVE. EXIST. EXIST. CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES GENERAL NOTESELEV. 1511.95 WILY E'LY EXIST. EXIST. ® R/W R/W - - NW /0'ST2EET T,eEE 1 R R/W 62' R/ �asEXvr 30' 32' ' I REMOVE EXISTING CURB AND GUTTER. 2306 L.F. I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA " STANDARD DRAWINGS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 32' 30' 2 CONSTRUCT 8 C.F. WITH 24 GUTTER PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 303. 1455 L.F. 22' 10' 1 EXIST. 4' EASEMENT 85 W/86 & 87 SUPPLEMENTS, AND CAL-TRANS STANDARDS. CONTRACTOR SHALL BE FAMILIAR WITH 14' 18' 18' 12' 3 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. DWG. N0. 304. 12,187 S.F. FOR STREET, HIGHWAY AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 10, 22' 12 4' Z' 18 18 4 AND RELATED PURPOSES 4 CONSTRUCT DRIVE APPROACH AND SPANDREL PER CITY OF RANCHO CUCAMONGA STD. DWGS. NO. 306. 3 EA. i IZ' 2o' 2 ' I I (PER INST. N0. 2' t 0 1 1 5 CONSTRUCT RAMP PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 310. 4 �• 2. ALL PIPE LINES AND SUBSTRUCTURES OF ANY KIND TELEPHONE OR POWER POLES WATER METERS 0.5' 4' 5.5' 7 1 S'I 4 5 1 90-068979 O.R.) �� �� & ' I 5Z 07 , 4' 0.5' ® OO OO i 6 CONSTRUCT 3.1 A A. PAVEMENT NOT 04ERLAY PER CITY OF RANCHO CUCAMONGA ATEX/5T. CR05SFALL G�PADE � 54,77G S.F. LIMITS OR RN ADJACENT AREAS WHERE OIMP IMPROVEMENT WORK H IS BE DONE HALL BE RIGHT-OF-WAY D'WAY 7 CONS RUC 0 0 C E 5.5' 6' 11 2.5' 8 ADJUST EXISTING ANHOLE TO GRADE. PER TYP/CAL SECT10�(/ 7 9S EA.& RELOCATED, OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. EXISTING LIGHT POLE TO BE RELOCATED BY: SOUTHERN CALIFORNIA EDISON. I'�"� (�'7"�- I TO BE PAID FOR AND COORDINATED BY DEVELOPER. 13 EA. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE - - " - - - - - _- _ i�- _ AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR 3 ex/g �GCvAB 1 -t - - - - - - - - - -- - - - - 3 I RELOCATED LIGHT POLE WITH 5800 LUMENS HPSV (PAID FOR AND COORDINATED BY DEVELOPER). 13 EA. INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS 2 6 5� E,Yl5T7/Vj1pLy O EXISTING IMPROVEMENTS 2 II EXISTING TELEPHONE RISER TO BE RELOCATED BY GENERAL TELEPHONE: TO BE PAID FOR AND COORDINATED �T G� r 6 BY DEVELOPER. I EA. 4. A PERMIT SHALL BE OBTAINED FROM SAN BERNARDINO COUNTY FLOOD CONTROL PRIOR TO ANY 5 I INSTALL STREET TREE PER CITY OF RANCHO CUCAMONGA STANDARD 601. 51 EA. ENCROACHMENT OR CONSTRUCTION WITHIN SAN BERNARDINO COUNTY FLOOD CONTROL EASEMENT RIGHT- TYPICAL IGHT- TYPICAL SECTION I EXISTING TRAFFIC SIGN TO BE RELOCATED PER RANCHO CUCAMONGA STD. DWG. NO. 402�AA/D 7?VE5/9NGt/6 4 m 3 EA. OF-WAY. I REMOVE EXISTING SIDEWALK. 5?R/P/N6 �A�•) 12,650 S.F. KENYON WAY N.T.S. ® TYPICAL SECTION I RELOCATE EXISTING FIRE HYDRANT (PER CUCAMOV(/GA CO. tv<ITEQ D/5TR/CT STD. A10. 3) Q I -w � ,0 5. ALL GRADE STAKES SHALL BE SET BY THE CITY. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUBGRADE ELEVATION AND AT NOT MORE THAN 50 T.1. - 6 N.T.S. © EXISTING CALTRANS SIGNAL CONTROL BOX TO BE PROTECTED IN PLACE. 6 EA. FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT R = 74 WOODRUFF PLACE 107 EXISTING 6x6 POST TO BE REMOVED 2 EA. WORPED OR VERTICAL CURVE AREAS. T.1. - 6.0 ® EXISTING P.V.C. STAND PIPES TO BE REMOVCD. Q 8a EA. 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS R = 74 09 EXISTING TRAFFIC SIGNAL TO BE PROTECTED IN PLACE. 2 EA. SHALL BE CONSTRUCTED PRIOR TO PAVING. ® EXISTING SIGN TO BE PROTECTED IN PLACE. 2 EA. ®I IRRIGATION CONTROL VALVE TO BE PROTECTED IN PLACE. 8 EA, 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND ,yam, EXISTING IRRIGATION CONTROL VALVE TO BE RENXJy�A. l EA. AND ALL SUB-GRADES SHALL BE PERFORMED BY CIN OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO THE PLACEMENT OF ® ® EXISTING SOUTHERN CALIFORNIA EDISON BOX AND RISER TO BE RELOCATED. 2 EA. BASE MATERIALS AND/OR SURFACING. /o'STRF.Br T9EE EASEI`��,t/T ® EXISTING WATER METER TO B E/ &NzY Ve-Z7. 3 EA' EXISTING R.P. DEVICE TO BE PROTECTED IN PLACE. Z EA. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT WILL BE MADE BY THE CITY LISTING ALL TESTS ADDITIONAL R/W PROP. EXIST. EXIST. ® OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL CONTENT, AND GRADATION OF ASPHALT PAVING. (VARIES o' - 8') WILY WILY E'LY ® EXISTING SCE BOX AND/OR RISER TO BE PROTECTED IN PLACE. 5 EA. PROP. EXIST. EXIST. R/W R/W R/W N'LY N'LY sILY 1 © EXISTING MANHOLE TO BE RELOCATED. I EA. 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY R/W R/W 62' R/W VARIES 0' To s' 30' 32' EXISTING AIR RELEASE VALVE TO BE REMOVED. I EA. ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY SIEVE ANALYSIS, SAND ADDITIONAL R W 1 ® EXISTING WATER METER TO BE PROTECTED IN PLACE. I EA. EQUIVALENT OF AGGREGATE BASE, AND R-VALUE. 32' 30' 1.01 VARIES 18' TO 29' 22' 10' 1 EXIST. 4' EASEMENT bC 10` VARIES 22'TO 33' IZ'ZZ' 18' ¢' 12' FOR STREET, HIGHWAY ® EXISTING LIGHT POLE TO BE PROTECTED IN PLACE. 5 EA. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETER- I8' 18' 4' ' AND RELATED PURPOSES I CONSTRUCT 8" CURB ONLY PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 301. 845 LF. MINE STRUCTURAL SECTIONS. Z' 1 �' �, I I 1 I (PER INST. No. CONSTRUCT 8" P.C.C. WITH 6x6 WIRE MESH (10 GAGE). 11,563 SF. o.s 8' r2' 07 5Z ; I I 90-068979 O.R.) 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE 4' 0.5' 14 /1. 7 I ® REMOVE AND RECONSTRUCT CATCH BASIN/LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA 3 EA. 1 7' 2 I STD. DWG. N0. 502. SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE 1 AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUAILTY 14 I, 1 vAFt1Es 0.5' s.5' 31 I s 3 I EXISTING STREET TREE TO BE REMOVED PER ARBORIST'S REPORT BY BERRY TREE CARE DATED MARCH 26, 1990. 98 EA.Q 55' 6' 2.5' BETTER THAN THE NATIVE MATERIAL. 20� 1WWI .2% o 1.7% �` (1XEXISTING CALTRANS SIGNAL CONTROL BOX TO BE RELOCATED. �COkVTACT CALTX59A16 48 llf5. Pf/D,e 7Z) covsr;JD I EA. 2. �' INSTALL 18 RCP (D-1250). 50 LF. �"- '�- ® INSTALL 18" RCP (D-1250). " 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SO-ILS STERILANT REGISTERED BY THE 3 - - 3 --- t - - - - - - - s 3 INSTALL 24" RCP (D-1250). INSTALL 24" RCP (D-1250). 7 LF. E.P,A, FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S Q sI ® RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 49 yp EXISTING IMPROVEMENTS 2 ® EX/577A,45'INF47FRME7&K 7Z7,WXELclf�- � AVe C!/L'AA t/l3.9 Cb 4147FR 41I5r1e/C7-9;9A1,P,*P?5 0 1 E9• V SI 6 EX/977iVV /1rPzPFV1cEz Fq. 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE o ® CONTRACTOR. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES Q® l�t/STAGL 3'X9" CAST/ieDNRGbFO,?A/,!/P/f SA/t/CUI; .QF�9Dl2� A�(/O �QER'fIC� E,l�/STING CU�PB Gl/lT��E' - 0 GF. Q BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY ® TYPICAL SECTION AS O/RECTEA BY C/ry INSPECTUXR. P/PE/-Zomz/445- /"ABOV25 6617rE,e FGOIdL//VE N.T.S. ma /N5rAGG 3'X9" CAST/ROA/ ROOF"DCPA/,t/ P/PE AT z% 6AMi-, P/PEFLA�/C/A/E /"ABOIlEGUTTE2 r40A141AIC 30 LF. 0 LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF ® TYPICAL SECTION /o Ev o WORK. KENYON WAY - DECELERATION LANE ADJUST Ex/ST/NG w7ae VA4vE r0 GRADE T.1. = 6 N.T.S. ® �4ELOCATE EX/ST/�t/6 F/i4E NYD�PA�tIT SEE !�/,9TEe /MP�90!'E�tiIEiUT PLr9IUS 2 EA,O 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL BE CON- T. = 74 WOODRUFF PLACE - DECELERATION LANE STRUCTED AT EACH INTERSECTION. STA. 5+03. 70 -ro 8+17. 87 T.1. = 6.0 m® EO/CL�'A� �(/Ek/ CU.QB !iUTTEP 0 s/GL�WAGK AS O/REGT�EDDD CONSTRUCTION NOTES FOR STREET TREES 15. CITY APPROVAL OF PLANS DOES NOT RELEIVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORREC- R = 74 BY CICfI140N6A Go. /t/ATE,e 0/57-8/Cl //E// Q I. ALL STREET TREES ARE TO BE PLACED IN ACCORDANCE WITH TION OF ERRORS AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED © COLD PLANE EX/5 T. 4AC/4;48PAV1N6 o./ZiWIN• 2,/355 F. CITY STANDARD 601. STA. /3f93. X00 TO /7f00. Cog � ® 21358E PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. RACE 0.1Z M/N. OVERLAY 2. ALL STREET TREES SHALL BE STAKED AND PLANTED ACCORDING SAwCUTAmp , EMoVE e^e7 CURB R,ETIRA 55 L.F. TO CITY STANDARD 605A OR 605B AS PROXIMITY TO HARDSCAPE 16. WORK SITE SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. 6' EXIST. LANDSCAPE PROP. Al0lr 'ID PECTAe frACE 3'AC OVER 8"CLASS ZL-BASE /00 5. DICTATES. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. AND SIDEWALK EASEM ® � JEXIST. EXIST. 'LYK", ?t%oR To RELE/►sc of oecof tNcY 3. BACKFILL MIXTURE OF ALL STREET TREES SHALL BE PER THE R/Wco/VP�Rm w►TY DAN JAmEs ®® MWCl1T#REA40OeEX/ST. A.C. 1�CASE <o, 330 S.F. RECOMMENDATIONS OF AN AGRONOMIC SOILS REPORT FURNISHED 17. CONTACT UNDERGROUND ALERT I-800-422-4133 AND THE FOLLOWING UTILITY COMPANIES AS REQUIRED E'LYSTA'Tu3 oP STREET TQEE Ef►SEm6NT TO THE CITY INSPECTOR. 2 WORKING DAYS PRIOR TO EXCAVATION: ADV'G R/W R/W (TYP 1cX4�� ©©p zccNST�UCT 4'�IC OVER 4-,;qB PER arrsro zoi 7,590 gF. 120, vARIEs o' To 7' �.E7- rWe COLD f�!_A/VE EX/ST A.C. O,/O'M�/V. Tt2 S'FROMEX/57' /2,700 S.F. 4. NO STREET TREE SHALL BE PLANTED WHERE THE CENTER OF THE A. GENERAL TELEPHONE FOR UNDERGROUND E. METROPOLITAN WATER DISTRICT 5Vr ( ') SERVICE 800 422 4133 714 593-7474 EXT.6461 I 60 EDGE OF GUTTER UNLESS OTHERWSOTEDREE FEET 3 TO THE FACE OF CURB, ( ) ( )60' 67' B. SOUTHERN CALIFORNIA GAS COMPANY F. SOUTHERN CALIFORNIA EDISON I' TO 13' 47' TO 49' 49' 18' LEGEND ©© TO EDGE OF GU�TT� PER TYP//CAL .SECT101/.6 Y /5,/00 S.F 5. ALL STREET TREES ARE SUBJECT To INSPECTION AND ACCEPTANCE 2191 E. BIRCH ST. (714) 529-2889 COMPANY BY THE CITY ENGINEER. BREA, CA. 92621 (714) 529-7070 (714) 986-5861 2' 7 2 W 6. PROVIDE ROOT CONTROL BARRIERS IN ACCORDANCE WITH CITY C. CUCAMONGA COUNTY WATER DISTRICT G. SAN GABRIEL VALLEY MUNICIPAL I' 1 5' ' MIN. 8' 3' 30' TO 32' 8' //.� _a" O•S MIN. TC TOP OF CURB > SITE STANDARD 603. 9641 SAN BERNARDINO ROAD WATER DISTRICT MINI 70 IC FLOWLINE < RANCHO CUCAMONGA, CA. 91730 (818) 969-7911 I O HIGHLAND AVENUE 1 B.C.R. BEGIN CURB RETURN WOODRUFF D. PACIFIC TELEPHONE COMPANY 87-2591 MR. BOB STALLINGS 1 N SYM. STREET STREET TREE SPACING SIZE QTY. VAR. I.5xTO 1.8x �i-1� VAR. 1.5sTO1.8s E.C.R. END CURB RETURN / w4 Yo PLACE (714) 999-5639 -�J LL-__ _ � _ _ ___ _ `0,+ 14_ I FAIRMONT AY 0 MILLIKEN CINNAMOMUM CAMPHORA 30' O.C. _ _ ___ _ C.F. CURB FACE Z WAY w ' - - � " 18. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL SIDEWALK p R.C. POINT OF REVERSE CURVE a KENYON EUCALYPTUS CAMULDULENSIS 40' O.C. jf4'&' ,y /6 SO. PACIFIC R/R WOODRUFF LIQUIDAMBAR STYRACIFLUA g`o.c. �'t x I gQ ALL UTILITIES AND ALL UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL MEDIAN E.C. END CURVE Q IMPROVEMENTS HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS TYP I CAL SECTION Q PROPOSED A.C. PAVING A' L ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. - - - ---- --- - - - BASELINE AVENUE I OT6- ret1_5T/NG /RRi0AT1ow sy57'EM5) A REQ//5E TYP/CAL SECT/o / ® REvi9E STREET TREE MILLIKEN AVENUE N.T.S. ® PFUPOS ED A-C. OVERLAY /. c'9GG %10T/A, /��6' 70�(/ E/1'fa APc/f�CE/�/T TU y _ 77-16 � /Tf�%/✓7�/E Pf'// Y`7Y0 /1'//GL✓K�-rt/, �FE�S�p , © KEV/SED PER CITY REQUEST (STA. 60+55.00 TO STA. 63+20.00) 2Q CACD aA/VE EX/5T A.C. O/t�Df/N. �E s-o O N/OGY�i�/F1�STi�EE72 �'H�GGe� gYJ f G14v1OS0A/ ASSd, T.I. = 9 R = 68 ® � �i�C7DK���E�?P��1E� ® ® PLACE 4/Z MSN. ACOVE�PLAY VICINITY MAP 69/ z>,,5 PE t,71Vz ,eel6rerr-laA 2Wlt,, ,7116 rr,�,-�r�,,, h TEI�ESf IL N. �� RE V/5,6 PER CRL-TRAN.S �PEQU�,PEMENTS ® � `" TAB10L0 � BY /.F oAl//oSON AS soc/f1-Tf� �/ ® f�.C. PAV/N6 REtiIO✓�4C As z. EX/STjA/G /,PR/GATjml SYSTEM o.<1 EF/sT-9/n57 o,,- ®®� No�33!93 I A M/ RcviS/oXt/s,%/ADO/T/DEVs h'EQUES TEo r7�a NOT TO SCALE KIOOORUFF S//AGL BE R67C0A1577RUCTED /A/ e!/✓D Exp BY 0W41452. 8y t/ F. OA v1 A7-� oA/ EXIST. PROP. E LY ELY 3F..N/ND NE/v CURB � GUTTER. �t}� CIV I� i ,31.,• EXIST R/W R/W \� Of CN.',...� &ITY WILY DESCRIPTION OF REVISION DATE APPROVED R/W EXEASEMENTEwALK 6 I UNDERGROUND UTILITY NOTES NOTE TO CONTRACTOR ' EXISTING 6' I 60' 60' 7' CITY OF RANCHO CUCAMONGA SIDEWALK EASEMENT I I' 49' VARIES 49' TO 60' ' VARIES O'TO 7' 1 71 I. LOCATION OF SUBSTRUCTURES AS SHOWN ON PLANS ARE SHOWN FROM THE PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL 1' I 5' 3' 42' 7' ✓A // BEST AVAILABLE INFORMATION. HOWEVER, SUCH LOCATIONS AS SHOWN OR POTHOLE ALL UTILITY CROSSINGS AND CONNECTIONS PARCEL MAP 12263 M I N.1 32' 17' O�TU!/' 6.5' 0.5' I I MIN, FAILURE TO SHOW EXISTING SUBSTRUCTURES SHALLL NOT RELIEVE THE AND VERLFY THE LOCATION AND ELEVATION OF ALL 4' TO14' COLDPLANE0 F MIN. 2' 2' STREET IMPROVEMENT PLANS I i V 1 CONTRACTORS FROM THE RESPONSIBILITY OF VERIFYING THE LOCATION UTILITIES AFFECTED. THE ENGINEER OR THE DEPTH AT JOIN FOR 1 31 I AND PROTECTING ALL SUBSTRUCTURES. DEVELOPER SHALL BE NOTIFIED OF ANY DISCREPANCIES SMOOTH JOINT __--___- /2x TORS 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COMTACT AND BEFORE CONSTRUCTION BEGINS. TITLE SHEET 1 _ - - - - -- - ��°x 2 3 MAKE NECESSARY ARRANGEMENTS WITH THE APPROPRIATE UTILITY COMPANIES -------- - ------ --- -- --- --- -- -- --- - PRIOR TO THE BEGINNING OF CONSTRUCTION. C.U.P. 89-08 " -^ 3. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT LEAST TWO EXISTING IMPROVEMENTS EXIsnNG IMPROVEMENTS 7 DEVELOPER APPROVED BY DEPUTY2 DATE �-23'9� DAYS PRIOR TO CONSTRUCTION. PHONE: I-800-422-4133. �OQpOFES:S�n�,4/ E CITY ENGINEER R.C.E.# 3r4?� C lJ� kUGN 5/L YO/c!/MiCCI�EXv A 5 s ocar6-5 TYPICAL SECTION Q`S '''�� } NOTE: %HUGHES INVESTMENTS DESIGN WD J. F. DAVI DSON �E��MME ,DED - - --- ---- - -- - --- --- � `f' �O W HIGHLAND AVENUE STATE HIGHWAY 30 Two CORPORATE PLAZA, SUITE 250 ASSOCIATES, INC. ��a, I/F 7 N.T.S. 5 A �' AIG/,t/EE�P/n/6. PROPOSED IMPROVEMENTS SHOWN (THIN HI LA ( ) NEWPORT BEACH, CA. 92660 No. 41983 � � WILL REQUIRE A SEPARATE PERMIT FORM CALTRANS. DRAWN 1091-D S. MT.VERNON AVE. SHEET MILLIKEN AVENUE - DECELERATION LANE Exp. 3/31/00 (714) 759-9531 x_31-y� COLTON. CA. 92324 T.I. = 9.0 (714) 825-1082 - A- OF �Q ' CMI- `Q' R = 68 _/ 'ATF FO�� �, ,e s sH CHECKED 4o„ R.C.E. NO. 388?,Co DRAWING N0. DATE OF CAU /� /X�1,-, 0{iE ENT PE T.P. /5 9 EE ECT 3. $� DATE FILE N0. 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