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HomeMy WebLinkAbout1395 104905 NO. QUANTITIES - S-i D. PLANS 1 8" CURB%W/24' 7',1rTER PER STD OW& VO 373 /Z/5- 2. , Z/52. 3" A.G. P/'M'T. ON 4" AGG,4. BASE _ " q0O S.F. BENCH MARK N. R./W, ,3. RAM10 PER 57,0 OW6. NO. 3/0 GGtO S•F 4. R MOVALS - A.C. PVMT. !296 B.F. W re M "i4 " CH/S. O ON T. C. AT SO. END S. R./W TREET TREES _1/041_Y 0.4,C P EA W RETURN, S.E CORNER, /NT SA,-A"RE 6 STREET L/GfIT STD. 3 EA. N 5 75' 7. 8" A.G. BERM PER C/TY 57o. NO. .3/8 I/3 EA. ELEI/ 2 5.7 ONOA RD. 8. POWER POLE57'O BE REh10VdW EA. GENERAL NOTES CONST 3/DEl1�ALK 33 '42 9. ICAC, A/R RELEASE VALVE TO BE RELOCATED 1 EA. PER C/TY STD. /0. AIRE HYDRANT rO Br REAOJUSTED TO F/N/SH GRADE 1 EA. 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO DwG. No. .'!//(Hd0) 11' 22' 22' 20' /I. STREET NAME 616NPER C/TY STD. NO. 40/A, 4010 402 E � CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 5. S 4• L 7- 2' 9' L/, JIr 9. 2• /2. INSTALL 4"51?OKEN YE1_60W 1,41VE L/NE 22 EA. Z CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL -- /.3 W81 SIGN ON MARKER PosT PER CirY SrD. ,110. 40G / EAQ BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND SPECIFICATIONS. /4 TYPE I- MARKERS PER C/rr 57'40 No. 40G8 EA COM/yUN/T>/ /5IN67ALL 4" SOLID wN/TE LANE LINE 89 1_•P,. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND. TELEPHONE OR POWER POLES. Z /6 CONST. 4.5 H/GH PVC. FENCE PER c/ Y SrO. /O/O 2 J WATER METERS. VALVES. FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE 2 J \�s NO//Ob3 y ' / C'P055 GCirrEP e� S.F PLANWORKS I S WITHIN TOBE I GDONEF SHALL LIMITS REMOVVED, I RELOCATEDTORREAS WHERE PROTECTED I NPPLLACEENT AS x moo I 1. 8" CURB 'W/24" GUTTER PER 57-0 cw6. No 3o3 529.1 L.F ALMOND STREET \ F 20 y' - REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 2. 3" A.C. PI�M'T ON 4" AGGR. BASEri 14.306 5.F. 0.29' 0•/7, 0.29' r " to 7.' 3. SPEC,AL CROSS-GUTTER PER STD. OWG NO. 30,y p24 .F D ui c' PER FT R 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF z g ac 4 51,06WALA RAMP PER 57-0. OWG. No. 310 ,e4. 4GYJ s.f WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING W a SrREEr TREES CN/NESE P/STAGNE /6 44, FACITLITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATION. WHETHER > �" OPE i �A O STREET G/GHr Bros. EA. W OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. a p Vts� BELLA VISTA 7 PARKWAY RUNOFF OeFL EGTOR_PER C/r_Y__STD. Ala /OI J 1 EA. W PROJECT ��L (PVT. S T.) o O 8. CURB OUTLET PER -5rO DWG. NO 806 b07.411,0 OETA/L ,BELOW 2 EA. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING LOCATION 8 \ °' -� CONST CUR ANO GUTTER PER 9 /0' W/DE DRIVEWAY APPROACH PER STD. OW_ _G NO. 305 //O 5.F. DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO w TRACT N0. ONST. CURB AND GUTTER PER C/Tr 5TD. DWG NO. 303 p E CUCAMONCA EASEMENT OR RIGHT-OF-WAY. y 3 fX/ST//V4 C�iPO!/NO /O. /V-B/ S/GN ON MARKER POST PER CITY STD._ NO. 40� 13738 C/rY STD. DWG. NO. 309 O -�_ //. TYPE L MARKERS PER C/rr STD. NO. 40G 2 EA. U) 0 w -1 - - 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES REMOVE EX/ST. 6" BERM 3/ L.F Q " SHALL BE SET AT ALL HINGE POINTS. EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT � 4 i LA SENDA ROAD CONST. 4 �M/N� A.C. PNMT. ON /3 REMOIIE EXrsr A.c. OrM'r. X95 s.F W OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL TYPICAL SECTION 4"('MIN) 466R. BASE /4 RAMP PER 6770 OW6 NO, .3/O 16=145o S.P. PAVING STAKES MAY BE REQUIRED BY THE CITY ENGINEER AS NEEDED AT WARPED OR ~ a I` /Q- 53 /5. 8"AC. BERM PER C/rY SrD. NO 3/ 9 75 L.F VERTICAL CURVE AREAS. LA SNDA ROAD v1 ALMOND STREET /7. INSTALL R T.I. = /6. 8" UB N CRONLY 84.8 L.F. = I 5/G , SOL/O L L /M/T L/NE, EGEND,{ST R TOP"PVMMAK/N6S 1 FA 11. 6. ALL SEWER, WATER, ELECTRIC. GAS. PHONE OR OTHER UTILITY LATERALS. MAINS. VICARA RD. /8. INSTALL 4" SOLO 4111/7]5 LgNE I-/NI- IL OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. STA. 2 5 + 3.05 TO STA. 30 + 49.05 /9. /NSrALL 4"BROKE YELLOW LANE 1/NE 4c SCALE : NONE 20, 5rREE7_ NAME .5I6N PER CITY STO. NO. 40/4 4015 # 402 /E.4 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION TP.ENCH BACKFILL, COMPACTING 2 . CONST VARIABLE THICKNESS OVERLAY FEArh1ER01/r.4No COLO PL NE z53Z 5.F ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE VICINITY MAP AND SHEET INDEX MAP 22 CONST 4.5' y/Gy' P.{!G. FENCE PER C/rY STD. /0/0 300 L.f CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS E. R. W. 23 e,-(1,5r4"F/_RE HYD_R_A_NTTO oe 4BANOONEg4s D/)TEcr v PER C.C.wa / EA SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO PLACEMENT OF 24 E,r/s r. WATER VALVE ANO METER TO BE ABAH_DO/VEG QSO/MECTEOPERC.c/ca2 /EA BASE MATERIALS AND/OR SURFACING. NO SCALE W. R,/W FUTURE IMPROVEMENTS 25 AO✓U8T f.:r/ST UT/L/T/ES TO f/N/SH 6 AOE 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUMITTED TO THE ( 4 }-NUMBER IN CIRCLE INDICATES SHEET NO. 75' CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY u 1. e" CURB W/24" GUTTER PERE;O. Ow_G. NO, 30-9_ 1,874 L.f STABILITY , OIL CONTENT AND GRADATION OF ASPHALT PAVING. 2' •33' 2. 3".4.C. PI/M'r ON 4"AGGR. BASE 33 645 S. . 3. SPANDREL g CROSS-GvrTER PER STo Iowa. No. 308 800 S.f � 9. PRIOR TO INSTALLATION OF ANY PAV I NG,A MATERIALS REPORT SHALL BE SUBMITTED 20' 22' 22' 4. 4 W/oE� 4" THICK S/DEK/ALK PER STD. DWG. NO. .3// 3 /97 6.,F TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO 2, 5, RAMPS PER STA owG. Ivo. .>rIo 2 E ¢oo SF_ _ VERIFY: SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE, a R- VALUE , /O' /O' /O' /O' 2 I G. 0R/VEW.4Y APPROACH PER STO. OW6. NO. 305- W= PER PLAN 3,8¢0 S.F I 85 1_.f_ 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS 7. 8 CURB ONLY a STREET TREES HOLLY OAK 52 _EA. 49 1 AKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL) . COHMUN/ COL A.C. OvE,PL./ 9. STREET LIGHT STDs. 8 EA .J COL ,y/[L � - 11 . WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A . �s TPQ/L f1�RSra , EA ER FOR /O BTiQEEr_ N41y.- 616N PER C/TY gra NO. 4014 4OIB 402 / E,4 J ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS NO. /003 SMO TH TRANSIT/O 2. ,5rALG 4"/BROKEN YEL601-10 4/W ANE LINE NO STOP', vM'T MARK/NGS FILLED WHICH PWITH UDA FINE THE GRADE SMATERIAL AND OF AALVOIDS QUALITY OBETTTERDEPRESSIONS THESHALL NATIVE 20 0.30' I 0.23 0.30 MATERIAL. !114 r /' FT I P 8_C_URB 1 61-17-1-ell? PE_R_ STD O_w&_ ._N_O. 3_0.3452 L.f 2. 3" A•G. VM'T ON 4" AGGR c9A6E 9,151 6.F 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT 3. STREET TREES r1loLLy OAK /5 6:4 REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY ' , 4 20' W/OE 0RIvewAY APPROACH PER STD. DlN6. NO. 305 X=3' 520 .51- 2 Fa►W APPLIED AT THE MANUFACTURER' S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH y 2 �� CURB AND GUTTER PER .5 /2' W/DE OR/1/EWAY APPROACH PER 5rD. OW6 NO 305 X=3' /20 5.147 Z W PRIOR TO PAVING. •' °:•S OCONST. CURB AND GUTTER PER ;,-: 8� �• � C/TY STO ON'G. NO. 303 6. STREET L/GI/T ST0.5. 2 EA W Z 13. ESTIMATE OF oUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE Clr,r STD. OH/G. NO. 303 �--� 7. INSTALL R-/ S/GN SOL/D L/M/T L/NE LEGEND STOP"PNMT Mf1RK/NCi =� OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF 8L��L INSTAL 4" BROKEN YELLOW LANE LINE 0) CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED 9. 1 4. W/nom 4" rN,c,C 3/oE/14LC FER Srv. L.*(,&. /YO. _y/( S.F. BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF CON:3T. 4 AC. PGiy7 ON j QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. O4 " 0)'1/N) .4668. 8.45E TYPICAL SECTION 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 ,P= 53 EQUESTRIAN TRAIL FENCE NOTE SHALL BE CONSTRUCTED AT EACH INTERSECTION. Tr.= 7 SAPPHIRE STREET THE EQUESTRIAN FENCE SHALL BE LOCATED PER FOLLOWING CRITERIA. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY HOLD HARMLESS AND INDEMNIFICATION CLAUSE' STA . + 63 52 TO STA. 7 + 00. 0 0 FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE SCALE : NONE I. FENCE SHALL END 10 BACK FROM THE B.C.R. OR PER RECOMMENDATION OF CITY ENGINEER FOR APPROVAL. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF TRAFFIC SECTION. 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE. CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND 2. FENCE SHALL END 2' TO EITHER* SIDE OF-ANY FIRE HYDRANT OR ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST PROPERTY : THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT UTILITY ENCLOSURES. OF THE INSPECTOR. BE LIMITED TO NORMAL WORKING HOURS : AND THAT THE CONTRACTOR 17. CONTACT UNDERGROUND ALERT 1-800-422-4133 AND THE FOLLOWING UTILITY COMPANIES SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER THE CITY OF RANCHO 60' 3. FENCE SHALL END I TO EITHER SIDE OF ANY STREET LIGHT OR AS REQUIRED, TWO (2) WORKING DAYS PRIOR TO EXCAVATION. CUCAMONGA AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL 3 30' 30 UTILITY. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, 3 EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER 4. CE STREET IDE SHALL END 5 i•0 EITHER SIDE OF DRIVEWAYS1 d , FEN ON S 12' � 5 CUCAMONGA COUNTY WATER DISTRICT METROPOLITAN WATER DISTRICT /e /e 12 WITH TRANSVERSE MEDIUM BROOM FINISH CONCRETE APRON. 9641 SAN BERNARDINO ROAD P. O. BOX 54153 THE CITY OF RANCHO CUCAMONGA, OR THE ENGINEER. r CONST 5/OLW,4LK RANCHO CUCAMONGA, CA 91730 LOS ANGELES, CA 90054 O CC.v eT. SIDEWA�Lllxl 3 4 8 2' 7' 9" 9' 7 2' 8 '4 PER C/TY 5TD. DW6• (71 4) 987-2591 C71 41 593-7474 EXT. 5461 Pek eery sra I til PRIVATE £NG/NEER S NOT/C£ TO CONTRACTOR No. 3/I (HOD.) 01 I N0. 3// �i`100.) SAN G.ABRIEL VALLEY MUNICIPAL WATER DISTRICT � THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY LINES OR S 5 I0 (818) 969-7911 MR. BOB STALLINGS STRUCTURES SHOWN ON THIS PLAN WERE OBTAINED BY A SEARCH OF Z CONST 5/DEltiALrY ER C/TY pPE FOR BASE LINE ROAD CONSTRUCTION s vi r� ONSTRU N NOTES FOR STREET LIGHT SIDS. AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING �o y C CT/O c/TY 5ro DwG. N 3//, ONE _ G�. ONL y.1 18 NOTE: UNDERGROUND ALERT CONTACTS: UTILITY LINES OR STRUCTURES EXCEPT AS SHOWN ON THESE PLANS. THE 0.3 / "PER FT. �4•pER Z ` 1. STREET LIGI.TS (5800 L) BY S C E�. CO. PAID FOR BY THE DEVELOPER GENERAL TELEPHONE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO LEVEL LINE 8 COORDINATED - - -E BY DEVELOPER SO. CALIF. EDISON CO. PROTECT THE UTILITY LINES AND/OR STRUCTURES SHOWN AND ANY OTHER SO. CALIF. GAS CO. UTILITIES TA 'YS.C.E. ABLE COMPANIES UTILITY LINES OR STRUCTURES NOT OF RECORD OR NOT SHOWN ON THIS 0 2. UNDERGROUND L INSTALLED o S E CO.CO PAID FOR AND COORDINATED vY DEVELOPER. PLAN. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE / oge •., 1 18. THE FINAL OR SURFACE COURSE OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING .�. 8•E :.•• BE PLACED UNTIL ALL UTILITIES AND 'JTILITY LATERALS WITHIN THE ROADWAY HAVE WORK. CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY ONSr RB C[/ � GO ANO GUTTER PER CONST. CURB ANO GUTTER PER BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS. INCLUDING ALL GRADING. HAVE BEEN CIrY STD. OR16. NO. ;703 C/Tr 5r.0- DWG. NO. 303 COMPLETED AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED FOR THE UNDERGROUND UTILITY PIPE, CONDUITS, OR STRUCTURES SHOWN TYPICAL SECTION AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. OR NOT SHOWN ON THESE DRAWINGS. CONS3"�M/N.� A.C. -m r. ON CONSTRUCTION NOTES FOR STREET IMPROVEMENTS OT 4" CM/N) AGGR. BASE BELLA VI STA STA. 0 + 00.00 TO STA. 9 + 68 .72 I. CONST. 8" CURB W/24° GUTTER PER CITY STD. DWG. N0. 303 R= 53 HENRY STREET STA. 0 + 00.00 TO STA. 3 + 20. 14 2. CONST. 3 (MIN) A.C. PVMT. ON 4 (MIN.) AGGR. BASE. OR AS NOTED. W. R./W E. R./W rz. - 5 SCALE: NONE o-- 75' � .J � 3, CONST. SPANDREL 8 CROSS - GUTTER PER CITY STD. DWG. N0. 308 ,'•• � , s 1z 4. CONST. SPECIAL CROSS - GUTTER rER CITY STD. DWG. NO. 309 CONST. 4 WIDE, 4 THICK SIDEWALK PER CITY STD. NO. 311 (MOD. ) 20 PZ' P' /� 5' BACK OF P/L INLET _ _ �� �� nth 6. CONST. SIDEWALK AND RAMP PER CITY STD, NO. 310 P' /o' /o' /o, /o' ' s' . a i �0 FACING � � � � EAST � c; Z CT /2 8 T�CCN PAVEMENT TRANSITION PER STD. DWG. N0. 406 , 403 COHMUN/T y 0450' Sd' 6.50' 0.50' I 2.0 V -, ; R 8. CONS 1. A-VOCAL DEPRESSfOlt PER-tlTY--$TD. sus TrP,vIL PSRsro , r I 211 .�1.1' CONST. UNDER SIDEWALK DRAIN PER CITY STD. DWG. NO. 507 AND �oie� nb./003 ® ADDED TRAFF/C CDN5T. NOTES,BYC/TY$TAFF 1.�-4/ f�,�•� �¢ / , i TOP Of ORA/N 1!l 7 I 1 DETAIL LEFT 20 0.30' �� 0 30, Re 14 I b• E to 4r P L 0 I F u q F. ! „ %4" 14 PE eR Fr/ UPGRADE TRAFFIC, INDEX TO EQ AL TYPICAL APPROVED = - - u' 10. CONST. 8 CURB ONLY PER CITY STD. DWG. N0. 301 1 T / P �- � AS RE-QS PAY LPNIWPS BY CITY EN6R. STAFF /L v �zZ - LEVEL - L/NE � f i I 1 N��-� ^I N - -- - -� - I ✓4R�� O zQ ubo ao � • tio\.. 1 • . LOPE CITYW= PER PLAN 06 CONST. DRIVEWAY APPROACH PER CITY STD. DWG. N0. 305 DATE a, `" DESCRIPTION OF REVlSiON 2CONST8" A.C. BERM PER CITY STD. DWG, N0. 313 h: _ APPROVED 2X. �) I �c� �I �� I q� �I �N�s ►- �; e� 13. CONST. PARKWAY RUNOFF DEFLECTOR PER CITY STD. DWG. NO. 317lu ! ° ° • .' * I REMOVE EXIST. 6�� HIGH A. C. BERM 1 z TYPICAL SECTION 2 1 i.I 20' /O' I 2.0 ,�o' I 1 Z •� 1n 14. /P= 53 15REMOVE EXIST. A.C. PVMT. SAPPHIRE STREET 7so 7r- l � a D T NAME SIGN PER CITY STDs STA. 7 t 40 .93 TO STA. 8 ♦ 11 . 83 Q INSTALL STREET T � = 16 NS Ir 1O /o' I �- p - REET -TREE--1PfR- t�tTY-STD DWG. -140r �£3t,�Ot,E0 - SCALE : NONE r• T! Iso' - 0.50' �, z Q cr Z -VON aTRUCT10N NOTES FOR Sy'REE: TREE'S ABOVE, AND STREET TREE LIST RGUVE. I 1� IK ' Z 18. INSTALL STREET LIGHT STD. (5800L) PER CITY STDS AND CONSTRUCTION TUC N NOTES FOR STREET IMPROVEMENTS /.O /.O' I .3 0.50' Q J 'O g? , Q NOTES FOR STREET LIGHT STDS. ABOVE. PAID FOR AND COORDINATED BY CONTRACTOR G'O/l/S R T/D CITY OF RANCHO CUCAMONGA 050 I o. o tt -� _ __ _ Z I- FEATHER OUT AND COLD MILL M//y. /r�,GLFEP). r. I 3 OVERLAY FEA LL W/7 36" "STOP AHEAD"& PA/NT LEGEND 2 THICKNESS OVE � lNSTA VARIABLE � 19 ONST. VARIA L � � a O z w STREET IMPROVEMENT PLANS �t0 ap 1 I 12 hv, QIP - 2+J CONST. 4.5 HIvH P.V.C. FENCE, 8 BACK OF C.F. ON COMMUNITY TRAIL PER CITY I w I �, c.� h �Z �- Q Fes. STD. N0. 1010 e�--INSTALL W/9 (3D') "PAVEMENT E.�YDS" C. C.J. �2 11� W U. V 21 CONST. RAMP ONLY PER CITY STD. NO. 310 35 PAINT PA)/EME/VT MARK/NG OR LEGEND,AS //11010A ED• TRACT NO. 13738 ~ �g h^ Ix co � �0� �M �� (f) W -2) REMOVE EXISTING 'POWER POLE ZZx x 00 0 Z W ^ -RELOCATE ".XIS'TING DOWER POLE ti�`X�g Z�X6� ti��'3 2x 22x 2 p �y = a24 IN R- I SIGN , SOLIG LIMIT LINE 8 LEGEND 8 "STOP�� PAVEMENT MARKING 2 2 PER CITY STD. DWG. NO. 507 - - -- - 17� 2g INSTALL 4BROKEN YELLOW LANE LINE PREPARED FOR: APPROVED BY DATE C . �,_.. ,xis (D9 '- UNDER SIDEWALK DRAIN �tQO. OM 26 INSTALL 4 SOLID WHITE LANE LINE RODINE DEVELOPMENT, INC. CITY ENGINEER / n , I;C.E. No. 2?397 SAPPHIRE ST. , ,4 /4 OPENING 27 REMOVE EXISTING 4" FIRE HYDRANT PER C.C.W.D 147 EAST OLIVE AVENUE DESIGN PLANS PREPAhED BY RECOMMENDED FACING WEST kMONROVIA , CA. 91016 �W o 28 EXISTING WATER VALVE AND METER TO BE ABANDONED PER C.C.W.D. LOREN PHILLIPS 8 ASSOCIATES INC. Ill WQ m PH. ;8!8) 303 - 7771 1740 EAST HUNTINGTON DR. STE. 206 PER CITY STD. NO. 507 �3 �^ 2y ADJUST EXISTING UTILITIES TO FINISH GR4DE DRAWN DUARTE, CA 91010 SHEET P� OF (818) 359- 4511 f 21;) 681-7825 30 EXIST. VAC. R AIR RELEASE VALVE TO BE RELOCATED 1 AF„1 . , 31 - EXISTING FIRE HYDRANT TO BE RELOCATED CHECKED �/`'` R.C.E. No. 12764 DRAWING NO. *_��_CONST. 6"X 6" MOWSTRIPS PER CITY STD. NO 709 B DATE /9- 89 FILE No. Sht i 12, 375 - / 7 --- .e�_._.v- - _._, _._._._...._ - I I BENCH MARK , r8 M- 'A " CWS.. O ON TC. AT SO. ENO RETURN, 3.E. CORNER, /NT. SAPPH/RE Sr ANO LA SENDA RD- ELEI/ 2095.7/0 rY ' tpv r F1/TdRE fA1PROliEMENrd _.Sr 07Lve)PS {- h 70' Y.C. I " 217 7 /oo' YG. 2 Pi.=2/72.27 t V 2170-45 0� � 1(j W h EXIST- GRND LINE 0 m 217 5 �_ ��O 0 0 p_ I W TOP Of NORTH CURB (`NORTH '-IL 0 N h 0 �1 O O P./.= 2/G 7.24 I "?\ 0 � o -Q1aio v, o ,o mo �, L - '`�. o °� u °t o N � \ �_ OV p kijN6 01niis l9 ko � ^ -� NWS ,P� \P Of NORTH CURB 2 __ � •Oj N 'NI-0 O vOi 6 f6 13 � ^O� --_NNS_ N N �N N * �N \ �_ ICU � N NNaN �� 0<FN<} N NNO �_ N N q��L '� (09h�6 2182N �N tiN N e v N a 0.40 fL. Of X-GUTTER B ti N N �i0 R1 O W 0 0 W O V 0.40% �� 00 � � OV 2180 �_ \ z * ^ N 4i �Ory �. h �.Q CURB 00 TAN 7.P4% N ti °� % �W) OP or NORTH 2 1W. I I 70' Y.C. V * iq N O 2177 V 10O' KG. 2 I I �. O 13 V P./. - 2/70,28 v I I 3za, C. 2175 o'2175 m �, I ► ri 04 � o ti 0 �� 7 014 o O _ O FS. ST. "� O O P./. 2/(07.07 '4 O ►� 6 � Q r on On 1p.^ 00 k \ ti CSN vi Z N / N 0 t9M b O W 0 h�0 �0 � 00 N t9 h 0 tq t h I m O p W V -��- - _ O a 0 V Q0 0 O I m N n * n 0 ► -� h y O O p O O p 0 O \ 2182 �N\ FS. C� ST. N � __ N � a �\�\ 0 a�h� n EN� N ( � �? I aN tiNeitiaO ci I \ V 0VR• v 2162 Q N -N `_�VNNN_ _�} NN\N�Ut� cV N � \ \ N 0.40% tyNp\90q'N W h ah 21804- \ in W 0 toO C7 - --- '57_ GRND G� N N%V a O `21 O ql �_ TAN- o W N V l9 n O n \ 7.24 /. O V > 0 O + * TOP OF SOUTH CURB '- � C QI N 0404 N N y0 N O O O 1 \ N 21'7►7 Q 2 46 N W.36'ON V 70 V / C B. RT CB. i4TN. P./.=2/72.27 O ` O �• a� O /oo vc. ° ° I °/ / `/ °� v o vii o P./. = 2/70.45 Q V �V4 / 4 - t 4 4 4 p O P4'e Q l\90 N O O .� p 4- 2175 O 2175 _� p bt W OrQN I W V 4 TOP Of SOUTH CURD O qi Q O 0 t \ _ N V O O 'm n � _�203 ' Ot9 O O O O Na h� hO Vj� O <t v v0 R� � � N N p O O o0 in h 0 m0 h I I�Vf h �F a ,I h h �! O � al►� 0 m uj WS % Zh Q t\ n O 0 �}p TnP OF SOUTH CURB V 2 -�. p " N O p b�n�y* m Z O p (� N \ >r. N W ^ y, p n � I N Q0 r, '4, ^ O p lv O p c� ei tj 0 O l9 N N W O 42.46' ON v� 'F-n �n h0 O'{ ►� { P W O ^ i"o l9 ^ n t`tiN NN �n N1 2162 v '1 2182 N J �N N �t c� �N� � � � ►` ��. � O��h N N �1 N � N �V N a N c� �' V N`r?0 CB. RTN. \ 0 \ N ANN NNNNNNNN ---I 0.40/o WIZ N a14 °� 14 .Olb n � � Q_4o� EX/ST. GRND. LINE G� N N�� �� 0411, 2180 ` � p � \ TAN. TAN. ° -� SOUTH PSL l� cv ,� �, 2160 �. N O �� �' 3 32 3.79 �_ TAN. e N N K � \\ V � TAN. ti O \ 4i 14 FUTURE /MPI?oYEMENTS DY OTHERS \_2175 i PROFILE SCALE! 1 HORIZ 1 11 = 401 � ������•� - 2162 VERT. 1 - 4 L __ 27 28 29 2160 19 20 21 22 23 24 25 26 30 31 PLAN SCALE : I" = 401 �. SEE SHEET 7 • p © 3¢ TRACT NO. 10210 - DRWG *74(o & lom "? h o 14 '� 8' o G �� W o v Ira Is 35 h Q N ' ' �N `� - r.-Z.t � 4-1 Sr4 � �f�1°�`0 MOi4GAN PROPERTY � W O O Z V V p`1 O ► Q V O �` ` Q �� ASSESSORS PARCEL-/06/-/72-O.R. 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NO 79 -O Sf/T. /O Of /6 Z �9 �� �• �?� ��' ' •; ti' S E E W 21 22 „-` 23 4 � so ala 5 ip 211° y. 26 ° 2 27 2� ^ k 30 x ' -� , ,4G 1 (7 % Y (69.9) . 1. (69.3) 20 I� (69.0) 10 ' - 4 2 \ - ROI Al O/RT ROAO ' GAO t ` EXS D --- _ - EWD 2/74.4-�- -ENO FENCE 1 � F0 � / T' D/�T ZZ U 74.1 Q 0.7) �T4.3) X 173.3 �T2.4fi- - ' ��.�_ --fit_-(6B. - - � ------ - - - '--- .9--� -- -- -- - --_ � -- - T - _ � ��F- 1. � FUTURE CURB 9. 1 Lu LL.1 X74.1) X73.6) (70.2) I �(y9�/;� 3 - -- �.�� F.Ot, S.JG \ I ` ��o`, W h. /2 .�J0 -/-50.05 f9 GUTTER 1. 9.8) 0� 169.7) `\ l9 c r ` O ST NAME SIGN 73.01 \`� / I 5.03 _ 20.(A 3 .J, L _ 3J.OEBB 1 2,,.00 _ 0.�0 (66 __� 49.97 O�� O 16 1 j79.1) J72.7) �+. o.Oc, 1 2a00 20.00 o zc.00 -Ta cn v FUTURE O .n / �,�` ^ o I 1 4 J\ I 9 �30 f 47.0 _ CURB GUTTER ,� W P a ,} I O h � � 1 '. + 32 h 15.00 � 9', /!' 22' *\ .!� I \ N �'' I h o s:/ o (fU15 r TURE)STO. � h � h v ' •� � EX/5T P.P.� . hm� � � oo mh v * �m S E ) S EET 3 _ f n I k n y lOt j.F. p- n 1. 04, v) k N �l n �' N by wil�n V� h 'b W �I v N ki �I� q Z O k*O W 0 �� N a t�h �, o � I a WO � ��.,, � ('4 4 N N CITY OF RANCHO CUCAMONGA � / ��F hl _ � N K. a 16 17 18 2 PLAN AND PROFILE NO. CURVE DATA V o 2 /B' /8' /P' 22 �I Q CONST- IMPROIVEMENTS PER 22 h 18 A O' 30 18 TYPICA SECTION ON SHr. ! REMO `TERSE 16 0 PSC. '- -014ALMOND STREET NO. Q R L T. U Q ° / s� Q 0 35 SIGHT O/STANCE 1. //6°53'201 /5.00 30.G0 24.42 - ` m '4e otic 33 I rER MkoFrvc DEPT.' �+ 2. 90 0646 2700 42.46 2705 \ its, 1 ( FROM 10 0 - WEST OF SAPPHIRE STREET 3 89'53'!4" 2700 42.36 26.95 O v �-� O /. / S/GN/Nri,$TR/P/N&5 CURB r p 4 89°53'/4" !S.UO 23.53 /4.97 SEE SHEET 5 0C. E1.4v.ArSE.aw..Az4,f diP R -�� ° �A TO SAPPHIRE. STREET 5. 89 09 27" "'.500 23.34 /4.78 \ REMOl�EO TREES ,; N0. RE /SION oPR oAr� TRACT N0. 13 7 3 8 � � � � P.KG, fENCE FOR yy�N1�N��, 6, 89°0927'' 27.00 42.0/ 2G 61 �. �• a ��- ct_ *z� 61sHr O/STANCE I 'QRpLES°,+jjj'x PREPARED FOR. APPROVED 6Y "t DATE r 7 90°50'33" 2700 42.81 27.40 �`y`� �°'Ov a�� PER TRAFFIC DEPT L �� '►� Z� _ CITY ENGINEER 4. - ` �- /R.C.E. -No 2'-.397 e 90°50'33" 16.00 23.7e /s.22 'k Q-'_ r.� h� KODINE DEVELOPMENT INC. `ice ` ' 9 90°06'4G' /5.00 23.59 /5.03 min�� ;O ��¢ h 4 ..• ' ' 147 EAST OLIVE AVENUE DESIGN PLANS PREPARED 8Y RECOMMENDED � J • Z, z . �` " /"' MONROVIA CA. 91016 ;o i o ' d v ti� aha LOREN PHILLIPS 8 ASSOCIATES, INC. /0 C0°0646" 27.00 42.46 27.05 .• :• !/. 89°53'/.1" 27.o0 42. 36 26.95 o O o�NZ PH. (818) 303 - 7 771 1740 EAST HUNT!NGTON DR STE. 206 SHEET I2. B9°53'/4" /5.00 23.53 /4.97 Zoe �� •GjV1�,.; ' DRAWN GJARTE, CA. 91010 A i �_' ` of , ,�c `y~ PH. (818) 359 -4511 (213) 681 -7825 OF -�� ,: CHECKED 4� .C.E. No. 12764 DRAWING N0. ATE 5-7Z- 7'f FILE No. c S h+ 2. C4 I z. 375 - 17 - 1 SEE DWG. NO 290 b 53 - 51 , 733500 6 33' 3.3' { I i 1 1 II -0 +50 N N N K 0 0 0 0 0 0 o Z� LA SENDA _ 0 0 7400.00 it /Nr ofoO OtOo.00 otOO.00 O 9� LA SENDA ROAD o - (2Oev,39) 209,7.47 2099.70 m ROAD • < o fz5 2/00 s4) a 0*90 0450-00 0+50.0 0t50 2/01.77) `2/02.84 ('2/02.48) y I I O t 75.00 O f-7-6 2/03.28 2/04.08) i 6� 61 II � N N N w \Iw y � y � � / ... C /+00.oo \ C O `I T /t 00 T e C (2104.819) m R,y 2105.G5) lk13 ro a QU � .wro o CA y It2s.00 (2/07.20) y ^ 0 oc°so � oo � c°Dc �\' N y N o N \ C Q \s FA th 111 /t 5Q 00 \ ` T P.P. AV " (n (;P/0789) 1150 Q A A D /*54.00 2/08.79) w y A Q e> A A 23.5'R. --- /O Q 2/08./5 \ to EXT CURB¢ GUTTER �� I o B/,Tj _ ' ENO SGA C.d t3. O . N N - �/ 80-00 OOrNT L /4-75 0 J O 014 14 C i�9� m /*60.00 (2110.34) O O O O O O 0 p °9� I/ /5"I✓ALNUT TREE 2///.00 g• 2///00 1_ P.7' 90,OO :rt /t 90.00 y w 11Z 40 -11140 2100.00-B.KC +00 /DENT/CAL Po/NT--' /DENT/CAL PIO/N f-00.00 T N A A tV O y '��p �� / 4-V P. - Cu (Ny N N N a o o -Cj �� /� SEE�pETI/� R/oroT N y 2//2.26 /.90) 2 00.00 (-00.00 2//2.26 W 6)6)(D r �a P' �s y c �°r?ma y \ - �e s (VOL200 2//2.09-9V.G. N \2/12.26-e•I!c. 0�1t c, �.I� �� I N I P+25.00 N P+p 2+23.00 M y h O +2 0 N ` ►U 11-3.95 Ili b O U O O O C cc to Gam' I I /5-A-44Nu 7xEt 2//3.95 .� � O 14 LT, U, (, U th D >t� .'° CON8T 1/.o 'LF OF~KW.4r R1/NOPP ` s /i , Goo 50 ER C/TY STO NO. / /d VI O n Q n d= 60 2//5.862-10�50.002 /5QG30 n 25.860 n ��� /d"N'gLNUT EE ONBT. '4-L. OP "AE'RM _ P./�H/50G7 ° sp 22.7' L. 2 G .197 TR T Y N > 24.0'R. / .v •/ I OO.OO B G/IV CONS. CURB 6ur1Mq PRE HYDRA T �, - \ 2+193. 7RAC7 2tG3.6T 9DRY dc4l 6NSCONF pRI✓EwAY APPROAGM 2/O'R. gam•, Go cafe E,E'i `�� 2//6.77 BDR 2//76! C 4L P2 y-7 D ONS-TR 2+75.00 P4-75 2 O 75.00 PEiT C/TY STD. OWs NQ 805 M'r/O,X+.!' 2184.42 t D10W T. lAYOE S/ IC <, 2//B.02 (2//7.5G) 2//7.79 2116 2118.02 w T.C. -p 2 B 4.42 it UNDER SIDEWALK ORA/N 62) ORA/N3 (1044)PER C/TYJTL�N� �9 /c'° _ ova` /1 �/ 2/18.8!1 PER CITY STD. Dw&. NO.507 iY•,9' A-0.96' 507, /Y=3 8-0-✓G' \99 F '� • �' �`��^'o I T,C. 5Ed DETAIL ON SHT, 1 sEE veTAI�oN syr. -0-soo,. ,3 00.00 Q OI J 00 \ •q t 0 .00 .9100.00 / �r W o u .�QST LGrST . ! WID� 2120.17 2120.4 9 O, 1 r /0.00 Q Q 3*/0.00 (� 34-/0.00 06 P✓_. I o D C 2 /2/.42 Ao 2/2/./9-E.Y.G. 2121.42 co to --i N 'Tl y k y r2/22.581 ~ m-b y D r a y w� w is\ vii y x m = = y Z y (2/25.2G� N CA ri ` \% - ............. \ 8.+7500.-194 175 3175,00-CEI +7 - 3y v, I O 11 m w 2/28./G (2127.85) v 2127.93 w 2128./G \(V' Q�+1 'J f '-1/ �s /? �j I O O_ /DENT/CAL PO/NT : \• A&r//RE dT. LGT ? �,�� g ...• N \ 4+00.00- 6.B 4+00.00-G.B 4+00 4+00.00- Ge. +O .00- .D, STD. 9 I c 2/30.63 2/30. 69 (2130.31) 2130.40 N � 2/30.193 j 4+10.00 4*10.00 w 2J 5'R. ! 2/31..94/DENT/CAL PO/NT • 4+25.00- +25 4+25.00-6188 4+25.00- .Q o 4+2 .00- B. 2132.97 (21'12.57) 2/32.74 .� /32.97 2/32.37 INSTALL 4' K" �✓ /�, L N �\ N °• w /DENT/CAL PONT YELLOW LANE C/NE s6 I'� /N3TAL 00410 5T, mases/Vis° WH/TE LANE LINd� 44- 93. /�_ �• 2 r 3 4+50.00-1988. 4+50 4+50.00-1988 +50.00-GdI �e .i ✓p6 3.m N ST N ME J/BN �J a n O a, 2135./9 2/34.85 2/34.96 0 2135.1-9 ti� ` ¢ 50L/o ViGLOW-so �p�9/ I' o �• N �, ro� -� ✓/ O ¢� / y� 4+75.00-GB. W 4+75.00-G,B. 417300-6.B. x r 1 �5T LGT STD. t eOj� /97. g! +75 \ 2137.08 2/37.31 � w\ 1 CONST SIDEWALK AND RAMP I n +-80.0 - C 2/3700) 4+80.0 -QVG 4f80.00- AMC PER C/Tr STD DW6 N 3/0 RIO 2/37.7/ 0 2/37.48 2137. 71 TAN, o TAN. AN. 8./O j� 9 4194./8_ __L 8./O% -Oe 8.10 (. 4+94./ CfC �� ✓ QC.R. 00.00 S 00 ' 54-00. 2/36.85 d� ;� - 2/39.32 (2/.19.00) 2/3909 n {� Ise �/ �q I _ tl5.03 h 2/5.973 ID ro y r m /pi N rrl O 2/40.48 p° Q O 2 y _ \ 2/4/.29 2/40 97 2/4�OG ••00 '2141.45 \ Z N ��ELLA VISTA . o Cn I > w nEC /✓,y �909> ` /p2 `� "'� NP9'29'59'E 1NT. 2142.04 .S B CONST SPEC/AL CROSS S •o O/ Cm Fs,8/�a� O rn 2/42./6 BELLA !�/StA d1.CR. >t A GUTTER PER C/TY STD. DWG. \ �i M ko" /�/ `• NO. 309¢3/0; K"/J.7'L"34.0 tr rn Y 1 5+50.0 0 N N 5 f 50 ° 54-50.00 2/43.93 143.22 0 (2/42.88) 2/42,9.9° / 4A 2/44.02 b 2144.44 84.97 `� \ t 75.00 v 5-k75 5 O O X "s N 2145.11 2/4 4.79) 214 5+84./8 FUTURE 3T, LBT. STS 15'7 6/S Op E.C.R. 2/45.79 N iYATER YALVE w'4TER `� Aw 1150L/0 MU OW- 3 6100.00 G+00 G+00.00 -4- 6+00.00 METER TO sE ABANDONED 6 w�, I , W `/n 30 \ 2/46.942-EXC, 2/46.GS) 2/46.73-E.1!C, A 2 2/46.96-E.KC. PER C.C.6tW D. !� �' ' N ' N AD✓U9 T EX/ST. 6A5.. e? �, G t�j� 'C►► \ " • \ 44L vE TO F/N/JH n a rn h \ 6+85 NN (2148.48) \ �� W 1b Q \ v f n v �� O 111 Q y a s d6� 1 o 19139./8 \ v� �� G+50 \ 1• a �N INSTALL 4'" BROKEN i �p 2150.28) YELLrOW`LANE L/NE p I' • b k- 19 N y T G 75, 211` N y � 2/52./0)r, y ° o I� OD 0 7+00.00-CQ 7toO 7100.00-6.e 7*00.00-1988. AW t1 EX/dT. A.0 BERM P.P. o.4'�xas S✓p ' p --43r ` \ 2/54.27 y 2/53.98 2/54.04 2/54.27 ANO RECONST. 40..76 L.F OF c'9 4C. dERM 22,7'R. e n, ��, y 7 t /5 s ` ay C i _� U ST, L6T. STV, v 7+25 X 2155.76) \ 7f 40.9'J ✓O/N• e"GURB �i r \�, , O ` 74-40.99-8!!C. 7+40.99- a KG 7+40.93-A.K . O 2/57. /B 2/56.95 2/57. 18 7+-50.00 7+50 7*50 0.0 /� _ '., �j 2/57.85 (215753) 2157.62 2157.B5 11"' S 2' 2 \ -� 7+60.9 w 7+60.9.3. 7+60.9 i \ 2158.76 N 0 2158. 53 h 61 2158.76 3 2 7t 75 00 U 7t 75. IV p \ 7175.00 N O s 2/60.07 Ce 75 2/59.84 2/60.07 Ui - N /N3TALL R-/3/6N 60L/D 75 �, 4''90L/O YELLOW-/OO' W \ 7+80.99 ` ( (� 2159.23) 7+80.,9D (D n 80.99 11 n L/M/T L/NE 4N0 LEGEND ✓ �" 2/GO.G7 \ 2IGO.44 O \2/Go.67 w N `:L 4'f/RE NYORetNT �l w / 26.0'R. �'� ' \ a1,00.is 2 6 00 8-1-00.93 \ 81629'3. 825. �ti ' } 2/62.9/ PR.Y.C. TAN 68 PR.KG 16 CR.PP NO 4 �� EC 4 7l \ n /.09 R. /3 GO /2.00�i6 N _ 2/62.04164.09 A ACIMRE care 23.G' R. To (n 8�19.8� eC.R. s//TTER REAAOvEO s. '+ ... �\ 1► - - - m y 2/64.76 8 26.40 2/64.6/ ltl 0Z /.65. / Iu �..,. A �� - - - - O rn ? _ � 2162.98 On , o 0 x o D °D �4°� �+ I 2/63./6 !�. 84-40.99 1 2,19 Z 0 v r tr W �' c a,^ 1 ��c ro .'1 I 2165.27 Z O W B.CR. 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AN �' v 7.73% 7.43% �6�/. � N N 2145 1 Q s K to EX/5 r c,RNa L/NE 2143 K. (� Q o,o U 'iN ` W h L 2160 /.47 '� r" �` -� O p O /4P.53'AIC. W 2148N14- 44 �_ `� '�-� F. S. @ S r. i /99.PB' ON CURBS v 14 1;3. aj 0 O O O W O W iOJ 69.G4' ON CURB .5`752'ON CURB PJ.32 ON CURB �� �` -.a,----+ �,--O a a �", m Q o N 2145 c� 38P.B5 to dN CURB kj . 2143 � rio;i N N W EX/ST. &RNO. L/Nt- TAN. J./ 7 TOP OF 5L'Y CURB @ S'LY. P/L 2150 a40'/ e . p j PARI KC.o /. � P/. : 2/44.26y-.27- `� _� N TOP OF BOOTH CURBOO 9 / �t 019 t 2148 Imo_ Qty W 42.4/' ON CB. RTN. ti IRS 114 141 4 �4 /4 � � Hti0 ti h 2145 2143 TAN. 3.G0% N 10 PROFILE SCALE HORIZ 1 " = 40' - n t ) VERT. � 1 = 4 10 9 8 7 6 5 4 3 2 1 0 PLAN SCALE : I"= 401 RE,NOvfO TREES FOR 5/i D/5usc I a SEE SHEET 5 PER TRgFF/C �OC1T I I SEE SHEET 3 Is r 14 3 15 16 17vi I 11 O o l P' /e' /8' /2' I o o i z 3 O T 5 93' e P J 11 16 +� 2' 1 ,J IIS >- w O ag �o o °`� 1 I tY$ VJ h ti CONST. 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APPROVED BY DATE !C a I� 0 /3. 36°26'16" 590.00 375.22 /94.20 `� ,•�� ,. t o �°C* +� 5 14 15°oo'o0" /00.00 2G./e 13.17 s ° = t RODINE DEVELOPMENT, INC.. CITY ENGINEER R.C.E. a 22397 y?p40, /5. /5'00'00 //2.00 29.32 /4.75 *+c� is 1'd I P = 147 EAST OLIVE AVENUE DESIGN PLANS PREPARED Bf RECOMMENDED \ P t4 9 /G. /5°0000" 112.00 29.32 14.75 5 •,,,ClV1L.; MONROVIA, CA. 91016 � /7. /5°00'00" /00.00 2G.18 13.17 LOREN PHILLIPS 8 ASSOCIATES INC • 7 /8. 210000'00" 50.00 1,63.26 ,,� of��,�,F . PH. (818) 303 - T771 DRAWN 1740 EAST HUNTINGTON DR. STE. 206 SHEET a /9. 2/O°00'00" 38.00 /39.PB j •'' e;a,,,_ DUARTE, CA. 91010 �xV�4`fU� �kiF � �i ,� PH. (818) 359-4511 (213) 681- 7825 4 OF CHECKED AC.E. N0.12764 DRAWING N0. • COATE 5-22 -�9 FILENo. 575 - 17 N' O BENCH MARK �Q3 v T. B. M. ~A1, cHls. O ON T.C. AT 50. ENO 70, 1/C. RETU ' S.E.RN CORNER /NT. SAPPH/RE N P/. = 2172.27 Ai ti I Sr AND L A :JENOA RD. "N 424G'ON I p O O ELE!! 2085. 7/O CB. 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R°TN V I O Q0 / V ;V �� N_ ap ,-z1rz1RE 90UTH cans �O 01 h ��' N N V o - tn _ _ is � , 0� N d�4 d/4 d�4 d�4 V � ! V O t9 t9 t9 q a - -- ft a "� 4i d d d Ex/sT. GRNO. '- 2150 42 4G' ON CB. RTN. N 9� / / 4 moo' sou ra of - 2160 " N ° DOUBLE SCALE 4P.3a' ON CB. 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No. 22397 4. 89°29'/9" 15.00 23.43 14.87 5 116°53'20" /5.00 30.60 24.42 _ 24 Ille-79 it DESIGN PLANS i EPARED BY RECOMMENDED SAWCUT 4 I 6 90°o6'40' 2700 4P.46 2705 ✓O11v LOREN PHILLIPS a ASSOCIATES,INC 7. 89°53'14" 27.00 42.36 26.95 SEE SHEET' 3 1740 EAST HUNTINGTON DR. STE. 206 8. 89°53'14" /5.00 23.53 14.97 PREPARED FCR DRAWN DUARTE, CA. 91010 SHEET RODINE DEVELOPMENT, INC. PH. (818! 359 -4511 (213) 681 -7825 5 OF 5 S;GN/NG 5TR/P/N6 kGURBRETU p 147 EAST OLIVE AVENUE LOC.&EL�i! AT S.E.COR.ALR&AAPP, �� u�l MONROVIA, CA. 9:016 CHECKED R.C.E. No. 12764 DRAWING N0. N0. REV/5/ON PP AT 3 - ATE - o I PH. ( I ) 03 771 FILE N . A R� D E g g 7 � S-ZZ S f� S ,S�4•' 5 o-r 14 375 - /7