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HomeMy WebLinkAbout1379 IN THE CITY OF RANCHO CUCAMONGA Q ALL IN LIEU OF CONSTRUCTION-FEES FOR BASE LINE. ROAD/ET.IWANDA AVENUE SHALL BE PAID TO THE CITY BEFORE ENCROACHMENT PERMITS ARE ISSUED PER CITY COUNCIL RESOLUTION NO. 90-051. STREET IMPROVEMENTS TRACT 13886 VICINITY _MAP N 1 .S . GENERAL NOTES EASE LINE ROAD 8c ETIWANDA AVENUE HIGHLAND AVENUE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. W 19 TH STREET Z 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND,TELEPHONE OR POWER POLES,WATER METERS,VALVES,FIREPROJECT W HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT OF WAY LIMITS OR IN ADJACENT Q SITE AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS RECUIRED AT NOT COST TO THE CITY OF RANCHO CUCAMONGA. 60 ^ BASE LINE ROAD 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND VA VARIES 47'- 51 14' t SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 9,-13, 2' 7 W W 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO i EXIST. A.C. Z z ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT OF WAY. 2- % 5 W W Q I 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGiNNER. PAVING STAKES SHALL BE SET AT All VARIES .. Q FOOTHILL BOULEVARD 0- HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUBGRADE ELEVATION AND AT NOT MORE 10 THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIREb BY CITY ENGINEER AS NEED AT WARPED OR VERTICAL CURVE AREAS. I FUTURE IMPROVEMENTS 6 PER CITY OF RANCHO CUCAMONGA 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERAL£, MAINS, OR CROSSINGS SHALL BE 4 BASE LINE PROJECT CONSTRUCTED PRIOR TO PAVING. Z Q - BASE LINE ROAD - W 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND U Q Q AND ALL SUBGRADES SHALL BE PERFORMED AT NOT COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN SECTION A a 3 REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR - - -- - W TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. N.T.S. T.I.=9 SAN BERNARDINO FWY 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING I 0 ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, VARIES 44' LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R VALUE, SIEVE ANALYSIS AND SAND a 1 -1 T1 EOUNALENT OF AGGREGATE BASE. _ 19, VARIES 35� 23� 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS(PRIOR TO FINAL PLAN APPROVAL). 7� I2+ STORM DRQ w CD Q STRU CT Id fU MOTES # QGIAM T IT I E S CONSTRUCTION NOTES 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE , &_ICEMOVE 501614- 4 MOVTAIZ PWq 4 .J01k1 GXIsr. Fir's �•5 lO CONST. 8" CURB & GUTTER PER CITY OF RANCHO CUCAMONGA STD. DWG. 303. 630 L-F. SUBGRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUBGRADE AND ALL 2 VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE 2% 10' 1 EXIST. SZ esWSTIEUG•T 3G" 0' R-e•P• STOWM VZA++.i. (D-060, 7I Lf 2O CONST. 10" COBBLE CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STD. DWG. 207. 560 L.F. NATIVE MATERIAL. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUBGRADE,A SOILS STERILANT REGISTERED BY THE E.P.A,FOR -� VAR. � �_�� g3 COWM2UGT MAUNALE "A" PEI? R.C. STO. pw4. 510. I Ea• 3O CONST. 4" A.C. PAVEMENT OVER 4" CLASS 11 AGG. BASE . 39,462 S.F. USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE I� ' - 10 s� C0�15'T¢UGt 8" TNIGr gR1ac s Mc¢tat ft,uG,. Zs.$ •S.F. 4O CONST. 6� A.C. PAVEMENT OVER 6' CLASS II AGG BASE. 45,095 S.F. FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 2 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. pEQ IZ.G• STD. 'Sit. L•'S• 5 J REMOVE EXIST. A.C. PAVEMENT . 19,460 S.F. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING 3 :Yo sAul c►lt c j?G"# G EX 1st A•e. PAvEME.+.IT. 3•Z 76 5F. �60� SAW-CUT AND MATCH EXIST. A.C. PAVEMENT I,5 1 1 L.F. 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. ETIWANDA AVE. - O INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD. DWG. NO.401a,b,a 402 3 EA. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL BE CONSTRUCTED SECTION B ii)_ ZjQSTCUcT GA-TCW SAS," PER Or-C• STa Sot 1 8/ CONST. HANDICAPPED RAMP PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 310 . 4 EA. AT EACH INTERSECTION. --- (y°1 L---CONsfeuGT Lo64c flffrecss+0hJ rFC 1[.0 STO Sts G c4rE'A' ISsF N.T.S. UI �% O CONST. DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA STD. DWG. N0. 306• 1,407 S.F. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTIONSIo CdhJ%-rIEUCT JJINCT16PJ STieJC1UeF_ ` 1[r. srv- 509 i EA. OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN T.1=8 7Sxr�J.S. 174TA s.+6Et g) 10 CONST. 4 " PC.C.SIDEWALK PER CITY OF RANCHO CUCAMONGA STD.DWG. NO. 31:,310 8q 304. 4,550 S.F. • REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. CONSTRUCTION NOTES FOR STREET TREES I I CONST. JN DER SIDEWALK DRAIN PER CITY OF RANCHO CUCAMONGA STD. DWG. 507 . 2 EA, 16. WORK SITE AND EXTERIOR STREETS SHALL BE NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT EXIST. FIRE HYDRANT TO BE RELOCATED. I EA. CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 1. ALL STREET TREES ARE TO BE PLACED IN ACCORDANCE WITH CITY STANDARD 601. 12 I EXIST. FIRE HYDRANT TO BE PROTECTED IN PLACE. I EA. 17. CONTACT UNDERGROUND ALERT 1.800.422-4133 AND THE FOLLOWING UTILITY COMPANIES AS REQUIRED, 2 56' 2. ALL STREET TREES SHALL- BE STAKED AND PLANTED ACCORDING TO CITY STANDARD 605A OR 6058 AS INSTALL STREET TREE PER STREET TREE NOTES HEREON 32 EA. EKING DAY PRIOR TO IXCAVATION. PROXIMITY TO HARDSCAPE DICTATES. 2135� 23� 15 INSTALL 9500 LUMEN HPSV BY SO. CAL. EDISON. PAID AND COORDINATED BY DEVELOPER . 2 EA. 3. BACKFILL MIXTURE OF ALL STREET TREES SHALL BE PER THE RECOMMENDATIONS OF AN AGRONOMIC SOILS PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWINGREPORT FURNISHED TO THE CITY INSPECTOR. 16 CONST. LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. DWG. N0. 518 . 2 EA. 7� 14' 4. NO STREET TREE SHALL BE PLANTED WHERE THE CENTER OF THE TRUNK IS CLOSER THAN THREE FEET 3)TO 17 EXIST. UTILITY TO BE UNDERGROUND BY S.C.E. FORCES ; COORDINATED a PAID FOR BY DEVELOPER A. CUCAMONGA COUNTY WATER DISTRICT (714)987-2591 9641 SAN BERNARDINO ROAD 2� THE FACE OF THE CURB,UNLESS OTHERWISE NOTED. 18 INSTALL 16,000 =UM. HPSV BY S.C.E., PAID FOR AND COORDINATED BY DEVELOPER. 4 EA. RANCHO CUCAMONGA,CA 91730 ( 10, MATCH EXIST. IE 5. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE CITY ENGINEER. 19 INSTALL 5600 LUMEN HPSV BY SO, CAL.EDISON, PAID FOR a COORDINATED BY DEVELOPER I EA. B. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT ( 2 0=_ MR.BOB STALLINGS-FOR BASE LINE CONSTRUCTION (818)969-7911 6. SOIL FERTILIZING AND CONDITIONING SHALL BE IN ACCORDANCE WITH SECTION 212-1.2 OF THE STANDARD 20 CONST. 6" BARR,ER CURB PER CITY OF RANCHO CUCAMONGA STD.DWC. NO. 301 110 L.F T- SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. TYPE I ORGANIC SOIL AMENDMENTS SHALL BE USED , C. METROPOLITAN WATER DISTRICT (714)593-7474 WITH THE RATIO OF 1 PART ORGANIC AMENDMENTS TO 3 PARTS NATIVE SOIL. ALL AMENDMENTS ARE TO BE 2I CONST. 6 CURB & GUTTt)2 PER DETAIL SHT. 4 OF 4 . 1,290 Lf 1 14*E THOROUGHLY MIXED PRIOR TO BACKFILLING. P.O.BOX 54153 EXT.6461 O CONST. FC.C. SPANDREL AND CROSS LOS ANGELES,CA 90054 GUTTER PER CITY OF RANCHO CUCAMONGA •ADD AD'fFS $�( CITY f s•D. co,Jtt. 1JotES*NOTE: UNDERGROUND ALERT CONTACTS: BOTANICAL COMMON STD. DWG. N0. 308 . ? Et.. GENERALTELNDALER STREET NAME NAME SIZE QTY SPACING DESCRIPTION OF REVISION DATE CITY APPROVED: ( SO.CALIFORNIA EDISON ETIWANDA AVE.EPHONE tt SO.CALIFORNIA GAS COMPANY Q� LJJ��p��t CITY OF RANCHO CUCAMONGA CABLE COMPANIES SECTION Etiwanda Eucalyptus Red Gum 5 Gal . 15 Ea. 30' O.C. � � Ave. Camaldulensls Eucalyptus G, „ N.T.S. 3 3l 9s Magnol i a No. 22? STREET IMPROVEMENTS Baseline grandiflora Southern 15 Gal . 24 Ea. 30' O.C. Exp 0930-93 1 �' Road (Samuel Sommers) Magnolia +� TRACT 13886 ft,9l�, CIVNI,% BASE LINE ROAD a ETIWANDA AVENUE Private Geijera AustralianOF CA��� Street parviflora Willow 15 Gal. 30 Ea. 30 O.C. ---� � � APPROVED BY: ATE: ASL Consulting Engineers PASADENA (818) 792-3096 BENCHMARK : CITY ENGINEER RCE. NO. 22397 SANTA ANA (714) 250-5525 CHISLED "p" WEST END CULVERT DESIGN RECOMMENDED PALM SPRINGS (619)320-4220 RANCHO CUCAMONGA (714) 989-8983 H/W. SOUTH SIDE P. E.R.R. TRACKS N.O. MA R E 3o�3s CAMARILLO (805) 388-234, WEST SIDE ETIWANDA AVE. SO. OF DRAWN SHEET VICTORIA STREET. � J.L. 1 OF POWER Pat-6., FIRE HYD ADDEb BY AIA.,. E_N[a, 1/t-6 _ SCALE FILE NO D E S C R I P T I O N D A T E N O. DESIGNED BY N.O. CHECKED BY N.O. - ELEV. 1326. 569 CHECKED R.0 E. NO DRAWING NO REVISIONS DRAWN BY J.L. DATE SEPT. 1988 NONE 1517 . N.O. 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PAVEOF-0-T. fl,. +yr s•,z91.e6 Q h 4 5T . 3+�z 4o n,:sap M �� Pa I I .�1 /MPROYEit 6-NT5' TD BE CO/V'ST�Pl1CTE0 `� C ao h W Q W � PEP C/TY OF �PANCND CUCA�t�10NG,4 3 , h ETIWANDA AVE . h �, ,n o h 5g co45TIrU61 CATGN SASW PE(z 2•C. 5TD- P%A y- 502. �P�'(� �� Q9SE L/NE APOA'D P-fVe1ECT O�P.9W/N6 ^ t� t� •� v m „ o ^ ^ Q ND. /357. fiPOM 52.48' EA, 7. OF � i,VT oc 4 0� ^ m v V� v h ti o Q 0 i�wER POLOS ADDED by ASSOCIATED Et�(UINEERS q/28/92 a--LeusrrcucT LOCAL DEP2ESSlon4 ? a L. sTD• DWGt. 5fs. X�OQ ` o \� V v J M Q tl u N o s10 �,1sTazuCT JUQicTlOM sTeUcTt10E "8" Pr-C mac. 5Tv. Dv�1,. --09 (sFE .l.s. PATA F4E9E-o1.) 0 X I 3 ^ AND /NCLUD/NG CATGf/8�4�5'/ills SH�Iti'.V N �o i ,0 M NE�PEDiI/. a I tV M o < 4 ` ADDED NOTES, BY CITY A4DbD s'fa1i 4 DRAI?4• lj t U L' T h h� � H /VOTE TD `,0/117,CQe'TD� �p�� Q � "\% Vo 5 NQ M� DESCRIPTION OF REVISION DATE APPR. ° 25' 16 303.00 60.40' 30.30 ' N TES ' :\ - - - h 114 ° �e �_ `1 y h ALL Wui FK SHALL BE DONE IN FULL COORDINATION AND COOPERATION WITH THE CITY'S �� � CAPITAL IMPROVEMENT PROJECT. NO PORTION OF WORK FOR THE CONSTRUCTION SHOWN ON CITY RANCHO C U C A M e N G A 2 11° 251 16 323. 00' 64.391 32.30' �,' n �r THESE PLANS SHALL INTERFERE OR CAUSE UNDO HARDSHIP-TO THE PROGRESS OF THE �) Ira h 0 V v ❑I REMOVE EXIST. TREE �_ ' "' .� �� WORK FOR THE CONSTRUCTION OF THE CITY'S CAPITAL IMPROVEMENT PROJECT. ANY p� 0 1 11 , 1 N` INTERFERENCE OR UNDUE HARDSHIP WHICH RESULTS IN A COST CHANGE ORDER TO THE 3 110 25 16 283.00 56. 41 28.30 Ifl EXIST. TREL TO BE �' ST, CITY'S CAPITAL IMPROVEMENT PROJECT, SHALL RESULT IN THE CITY SEEKING epI cy.1 4 90 07 00 35 .00 55.05 35.07 PROTECTED IN PLACE T- COMPENSATION FOR THOSE COSTS FROM THE PERMITTEE OF THE WORK CALLED FOR FROM , 0 1 ° 1 1 t, 4 THESE PLANS. rr tv I. ,-I,t;3; 0 1 1 1 1 1 Ff ANY DUPLICATION OR DISCREPANCY OF WORK SHOWN ON THESE PLANS WILL BE SUPERCEDED STREET IMPROVEMENTS 5 90 07 GG, 24. 00 37.75 24.05 � •�3•�f•92 BY THE CITY'S CAPITAL IMPROVEMENT PROJECT(REF. DRAWING NO. 1357), UNLESS 1 : 6 90° OO' OU" 35 .00' 54.98 35 001 # OTHERWISE APPROVED BY THE CITY ENGINEER. TRACT I3B96 �' /vtitL a� 2G Lf "�` g2 ETIWANDA AVENUE • lF OF CA�� -_.. -I L� (rn-��) /,� ewTGH 8A 511'1 PC-TAIL,L. - 40 SCALC- APPROVED BY ` DATES _ BENCHMARK : CITY ENGINEER: ASL Consultin __Engineers PASADENA (818) 792-3096 CHISLED "p" WEST' END CULVERT g SANTA ANA (714) 250-5525 DES'CN PALM SPRINGS (6 H/W. SOUTH SIDE P. E.R.R. TRACKS N.O. LEH 30435 RANCHO CUCAMONGA (714) 989-8983 WEST SIDE ETIWANDA AVE. SO. OF :;a.� SF+I::C T R.E. CAMARILLO (805) 388-2344 PAUL GILMORE EXP. 3/31/92 VICTORIA STREET. jL DESCRIPTION DATE NO. N.O. N.O. SCALE FILE NO. DESIGNED BY CHECKED BY ELEV. 1326. 569 i. R E V I S 10 N SDRA WNI BY J.L. DATE SEPT. 1989 1"=40' 1517. 1 13�� 5&-3 070�6 f ' ! y� n( _ r Ifs 1 r i k + � ; - + ` t �� t • ��- , 4 + 1 1 - 4 T5 L � j � ; 5 p I I -� _ 1 + f i 7 # k i r i r � t 1 t i k #, r f I _ -- f 1 ,u "11 _ r 1 �\ , c ( : I tIt 11ti ' Q _ . .- - _ _ ._.^�-__`_. 1 Jt ii _ _-_ `f.��i.1 i h �,; "y .._J_, ... _ .,_.. t ' i .j. .. _ ♦�! _�---� - - �-, �� I _ � -_� 1 I � � • r -: {- � •.1 �. . ,� .'• t .. , - - � , , -,� i---•� .` s, � , t' i - yf ,,�, _ ...ice-.._ r _ '="`t___` _-, ... ,._- 1 j { i . AA f f 0 f k 1 I t � •� . 14 R7 i I �t } tl^K> >iI v} (moi { 4 1 t { + # - TI-N } d 1 I c 1 y} # � ' '� ►moi � 'o ( r # � I 1 i =� ; - _ ._ _ _ _ - 7 -Zl t i I i I , • r i } t } i I ` - — - -- - - _ l t 1 41 iZ - - - - - - - -- - - -- - -- -- , S,}7 ) 0 8 ° . r . j{ jj — L - t. + i 4__ { J D o i 1 f { I :} ! c c 07 ;S ,t 14" , --1 d J -1 - fl / itj I I -- TT-T -Fj=/ A-A J I L 1 ' t x + PRIVATE STREET CONSTRUCTION NOTES & QUANTITIES 3 CONSTRUCT 4'A.C.PAVEMENT OVER 4'CLASS M AGGREGATE BASE S.F. 22,910 4.5r 2* Nit MEASURED TO HERE CURS FACE O7 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA • / / � �\ \�v / � \ \ 2'-0" O STANDARD DRAWING NOS.401A,8,M!0 402 EA. 2 /\ \\ >\ /j r 1 v2' 9 CONSTRUCT DRIVE APPROACH PER CiTY OF RANCHO CUCAMONGA -> .. s' CURS a CUTTER �• ; -1 ; { j `�` e CURB a GUTTER \\\\� / \ ' It STANDARD DRAWING NO.306(MOOIFlED) EA 4 A. C. PAVEMENT IRR ; .. .' 10 CONSTRUCT 4'P.C.C.SIDEWALK PER CITY OF RANCHO CUCAMONGA i ?f .o � STANDARD OFiAVYtNG No.311 S.F. i,510 CONSTRUCT 6'BARRIER CURB PER CITY OF RANCHO CUCAMONGA TYPICAL STREET SECTION A \ .• STAND.RD DRAWING NO.301 LF. 110 " / \ \\� P.C.CONC.SHALL K WN.3000 / u. 21 CONSTRUCT 6'CURB AND GUTTER PER CiTY OF RANCHO N.T.S. / \ / I3 r e-BIle CONCRETE IN ACCORDANCE WITH O CUCAMONGA STANDARD DRAWING NO. 303 (MODIFIED) / / \ THE STD.SPECS. FOR PUBLIC I I \ WORKS CONSTRUCTION. 8 EYP, \ 22 JAIQ AL STREET LIGHT 5800 LUMEN MPSV BY SCE EA. 6 \ O COORDINATE N •� C[/ B 23 INSTALL PRIVATE STREET TREE PER NOTES HEREON - 6 COMBINATION CURB a GUTTER / \ / / �� 24 INSTALL STOP SIGN EA 2 / / _ N.T.S. 25 INSTALL'NO STOPPING SIGN". R-26(S) EA. 7 r 2 CURVE TABLE — / "-e�POKE 9 •3 -� � a • � \ -- --------- -- - - \ YELLOW ?5 A \ / xo \� Q o R L T U EAST STR/P/NG v �.� I, _ CURB 1 180°00'00" 5.00' 15.71' I r J� , 7 _ ��. �/ II 2 90000,00" 8.00' 23.56' 15.00' \ X00 /3' .� �. / 3 �-- Z! \ !� I 3 86053'08" 15.00' 22.75' 14.26' >11 - Z �' 11 ... �/ 4 78008'39" 8.00' 10.91 ' i. 50' III 1 ��' x� / � � 1 � 4! �j j 5 10°41'24" 121 .00' 134.52' 67.46' STA. /3 t O/. 73 8�_ 6 10°19'56•". 707.00' 127.49' 63.92 P. C.C. � STA. /G f27.9< � � � / � /� 01 7 11096'EI01 735.00' 142.45' ?1 .45' J E 16't2B ST LT. c \�� /3 // �� / �• / 8 1733 13 241 .00 326.21 193.61 - 9 80000'24m" 227.00 316.98 190.50 \ v� x '� TA. /G*37. GG ", / 10 75018'07" 255.00' 335. 14' 196.74' / s .» \`�- % 11 86°08' .00' 2.03' . 48, E.G. CURB /4t. 2/ RT: \ , 9 10 8 1 7 \ � o �q 'o ,/ STA. // + G7. 2/ \ '�. k�' o " , B.C. ANLL E PO/NT _/ 1 0� ,� 'r 12 90 O1 57 8.00 (2.51' g.61 _` 13 81 09 06 8.00 1�. 1? 7.61 /7 Oz.// . z y¢ 2s �, r �.� ��' J 14 91058'29" 8.00' 12.84' 8 28' % -- _ .�, � �\ 9 STA. // f 71. 7/ B.C.2. /6.97RT. � G IS 15° 13'54" 15.00' 3. 99' SSP' G.P, p,• \ ,��• t.o r' � 0 _ G• k 5 pro — 11 2 E. T 9 / 0 5 0' �6 Oa / , 4 Qi ADD uoT�s, JgY CITY 3/X* i Q� 1 0 / 9 , G �. E 5 ST 4r / .r t / � G / cI1Y III / / i l J 2 a � � DAT t� 9 3 / ' STA. // f 42. OO • �� DESCRIPTION OF REVISION ION E LAPPROVED STA. /7 � 22. � �, � 5M. �/ Ko.00 ow w= 26' St y// z5 �' ` , / ti �oE�ssroN CITY 0 RANCHO CUCAMONGA it PA/ , w - 30 ' T ST f 7. /Z ��` Pa / P� X11 q� sTA. /0 t 60 I � '� ___) 2 3 ,�y cm TRACT 13886 .HEG/N CONSTQL/CT/pN S � l L �"� �� ti 4Q' ' 35 PRIVATE STREET PLANS stip �- III I --. � Z � �, � ,1,. # 3•TI•!= _ STA. /0 f 00 ��. sr civil_ ��' STA. 10+00 TO STA. 16+61 . 17 • III I I � / #',� � v, � . � •v i� III � / STA. G!. A E E I F E' /NT. BSG/N ROAD \ �. C' �4N/� PRIVATE ROAD �w� '�,� III i I xu / / /NT. Er/WAN12A AVE. of GA�1� APPROVED BY: ' 'DATE: •,p � %, K CITY ENGINEER RC.E NO.� P CP � _ c I �' 0 'r70�'9 � o III I I S� L / / DESIGN RECOMMENDED � � tio• o � � N.O. ASL. CONSULTING � I i III / ENGINEERS LZA S 1"��E T nee Es DRAWN SHEET )&ALL IN LIEU OF CONSTRUCTION FEES FOR BASE LINE ROAD/ETIWANDA AVENUE SHALL BE BOTANICAL COMMON SIZE QUANT/TY SP4CIA16 D.G.P 4 Of 4 NAME NAME PAID TO THE CITY BEFORE ENCROACHMENT PERMITS ARE ISSUED PER CITY COUNCIL CHECKED DRAWING N0, RESOLUTION N0. 90-051 GE/JE RA 4, lTRA L/AN /5 GAL• .30 30' O•G. E. NO 30435 t;j_ PARV/FLORA (NILLOry DATE /Z- -Q9 FILE NO 1517.1 Zf PROJECT SHEET NO. OF i