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HomeMy WebLinkAbout1193GENERAL NOTES 20. ?AVING SHALL BE PERFORMED IN ACCORDANCE WITH R -VALVE AND PAVEMENT TESTS TAKEN TO CENTERLINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL). 21. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE' PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE $ATISFACTION OF THE CITY ENGINEER. W Z Z w Y J J i A I RACT N0.13441 HIGHLAND IN THE CITY OF RANCHO CUCAMONGA AVENUE PARK NOW �f1111111',,, • E)2 INDICATES SHEET NUMBER CURB LINE S--0025( /l) 24" 1 6 7.5" 23.5" -3/8" LIP -TOP OF PV4fT. 8" DETAIL O 6" CF & 24" GUTTER (NO SCALE) WNW a SPRR INDEX MAP SCALE 1"=400' 4' 46' P. u.E. Z3, 5' 3) LEVEL L/NE�, 23' /8' W 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE. - Z w CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD a SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. d _ CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE 19TH ST. FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER 1z POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC., SHOWN OR NOT CUCAMONGA WATER DISTRICT: SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN RANCHO CUCAMONGA STD. 308 (INCLUDES MONOLITHIC ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL RANCHO CUCAMONGA, CALIFORNIA 91730 BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT /,982 Sf NO COST TO THE CITY OF RANCHO CUCAMONGA. BASELINE 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PACIFIC TELEPHONE: ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR /0 EA CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR CONST. DRIVEWAY APPROACH PER STD. 305 RIGHT-OF-WAY. 4. ALL SEWER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO CONST. LOCAL DEPRESSION PER STD. NO. 518, & DETAIL PAVING. /Q99 5. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB -GRADES SHALL COORDINATED BY DEVELOPER BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. © /0 A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED - TO THE CITY ENGINEER, FOR APPROVAL PRIOR TO THE PLACEMENT _ R. OF BASE MATERIALS AND/OR SURFACING. 6. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE 7 £A SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR INSTALL STOP SIGN PER CITY OF RANCHO CUCAMONGA DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. 7EA 7. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOILS WHICH INSTALL STOP AND STOP BAR CONSISTS OF A ROCKY MATERIAL, THE SUB -GRADE SHALL BE PREPARED /3 BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE -THE SUB -GRADE /7 EA AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE ADJUST MANHOLE TO GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. INSTALL STREET TREES PER STREET TREE INSTALLATION 8. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBLITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED REMOVE EXISTING BARRICADE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER /7 FOR APPROVAL. 6EA 9. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD INSTALL 3' x 5' STEEL THRU CURB PER DETAIL ON SHT. 2- FREE, ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE Q /9 CLEANED UPON REQUEST OF THE INSPECTOR. 3 EA 10. THE REPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SEWER AND WATER, GAS, PHONE, ELECTRIC, OR ANY OTHER UTILITY LINE INSTALLATIONS WILL BE THE RESPONSIBLITY OF THE OWNER, AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT ORDINANCES AND STANDARDS. 11. ANY CONTRACTOR PERORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND 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. 12. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT. 13. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB -GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 14. SUB -GRADE STAKES, DRIVEN TO THE PAVEMENT SUB -GRADE ELEVATION, SHALL BE SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 I FOOT OF SUB -GRADE ELEVATION AND AT NOT MORE THAN 50' INTERVALS. ADDITIONAL STAKES MAY BE REQUIRED BY CITY ENGINEERS AS NEEDED AT WARPED OR VERTICAL AREAS. 15. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB -GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. M SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 16. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES 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. 17. CONTACT ALL UTILITIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. 18. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 19. CONTACT ALL UTILITIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: (SEE UTILITY LISTING HEREON) 20. ?AVING SHALL BE PERFORMED IN ACCORDANCE WITH R -VALVE AND PAVEMENT TESTS TAKEN TO CENTERLINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL). 21. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE' PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE $ATISFACTION OF THE CITY ENGINEER. W Z Z w Y J J i A I RACT N0.13441 HIGHLAND IN THE CITY OF RANCHO CUCAMONGA AVENUE PARK NOW �f1111111',,, • E)2 INDICATES SHEET NUMBER CURB LINE S--0025( /l) 24" 1 6 7.5" 23.5" -3/8" LIP -TOP OF PV4fT. 8" DETAIL O 6" CF & 24" GUTTER (NO SCALE) WNW a SPRR INDEX MAP SCALE 1"=400' 4' 46' P. u.E. Z3, 5' 3) LEVEL L/NE�, 23' /8' W W Z w Z w a a � d _ HIGHLAND 19TH ST. DEERCREEK�� W CHANNEL J 1z CONST. 6' WIDE CONC. CROSS GUTTER PER CITY OF CUCAMONGA WATER DISTRICT: (714) 987-2591 RANCHO CUCAMONGA STD. 308 (INCLUDES MONOLITHIC RANCHO CUCAMONGA, CALIFORNIA 91730 SO. PACIFIC /,982 Sf 6o- BASELINE AVENUE AVENUE MI PROJECT. cow x i> It loll RAILROAD VICINITY MAP N.T.S. SIDEWALK/ UTILITY NOTE A _L. UTIL-ITIE.S (INCL.U(DING FIRF- HY[JRP.NTS) 125�I_IC-*HT5, STRE,I;,T SIGNS, AND MAIN MOXE5) SHAl_t_ BE; ")C'-A'CIrCO Bi✓H I N0 4' SIIJF.WAI,.K WHEN AEDJACE NT TO CURI5 LANE TYPICAL SECTION (NO SCALE) T. 1. = 5 R/W 4' P.U.E. 5' �cr Ill ar // 10 /pf E SS/p4, Q�� ` v C. � �, ND.2059t5 � * EXP. 9-30--93 � cN ��Fof ccvE�� A CONSTRUCTION NOTES & ESTIMATED QUANTITIES !a- CONST. 3" A.C. OVER 4" AB PAVEMENT 117,0215E al NOTES FOR STREET TREE INSTALLATION I. ALL STREET TREES ARE TO BE PLACED IN ACCORDANCE WITH CITY STANDARD SOL 2. ALL STREET TREES SHALL BE STAKED AND PLANTED ACCORDING TO CITY STANDARD 605A AND 6038 ACCORDING TO PROXIMITY TO HARDSCAPE DICTATES. 3. BACKFILL WITURE OF ALL STREET TREES SHALL BE PER THE RECOMMENDATIONS OF AN AGRONOMIC 301LS REPORT FURNISHED TO THE CITY INSPECTOR, 4, NO STREET TREE SHALL BE PLANTED WHERE THE CENTER OF THE TRUNK 13 CLOSER THAN THREE FEET (31 TO THE FACE OF CURB, UNLESS OTHERWISE NOTED AND APPROVED BY CITY ENGINEER. S, ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE CITY ENGINEER. STREET STREET TREE SIZE QTY, SPACING FLORENCE PLACE LIQUIDAMBAR STYRACIFLUA "PALO ALTO" 15 GAL. 35 25' O.0 . 3 S MARSALA PLACE LAGERSTROEMIA INDICA 13 GAL: 10 20' O.C. SIENNA DRIVE LAGERSTROEMIA INDICA RINK 15 GAL. 18 20' O.C. PORTOFINO COURT RHOS LANCEA 15 GAL, IS 20' O.C. POR TOFIN0 DRIVE PYRUS CALLERYANA IS GAL, 22 20, O.C. (BRADFORD) SERGANO PLACE MAGNOLIA GRANDIFLORA 5 GAL IB 30' O.C. PAVIA DRIVE KOELREUTERIA BIPINNATA 15 GAL, 19 30' 4:C. PISA PLACE RHOS LANCEA 13 GAL. P1 2d O.C. 31 UTILITY CONTACT CONTACT THE FOLLOWING, AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION GENERAL TELEPHONE COMPANY: CONST. 6" CURB W/24" GUTTER PER CITY STD. 303 (SEE 280 SOUTH LOCUST, FOR UNDERGROUND DETAIL ON SHEET NO. 1) 6,238 LF d _ CONST. 4' WIDE SIDEWALK PER CITY OF RANCHO SOUTHERN CALIFORNIA EDISON: (714) 529-2070 CUCAMONGA STD. 310 & 311 27,204 SF O5 - CONST. 6' WIDE CONC. CROSS GUTTER PER CITY OF CUCAMONGA WATER DISTRICT: (714) 987-2591 RANCHO CUCAMONGA STD. 308 (INCLUDES MONOLITHIC RANCHO CUCAMONGA, CALIFORNIA 91730 CURB) /,982 Sf 6o- CONST. HANDICAPPED RAMP PER CITY OF RANCHO PACIFIC TELEPHONE: CUCAMONGA STD. 310 /0 EA (714) 593-7474 CONST. DRIVEWAY APPROACH PER STD. 305 115EA W=16', X = 3.5' UNLESS OTHERWISE NOTED (AS BUILT) O8 - CONST. LOCAL DEPRESSION PER STD. NO. 518, & DETAIL 2 EA. /Q99 THEREON INSTALL STREET LIGHT 580OLUMEN HPSV BY SCE PAID AND COORDINATED BY DEVELOPER 28 EA © /0 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD. 401 & 402 DOUBLE NAME UNLESS OTHERWISE. NOTED 7 £A INSTALL STOP SIGN PER CITY OF RANCHO CUCAMONGA STD. 402 7EA Q /2 INSTALL STOP AND STOP BAR 7 E /3 ADJUST WATER VALVE COVER TO GRADE /7 EA /4 ADJUST MANHOLE TO GRADE /4 EA INSTALL STREET TREES PER STREET TREE INSTALLATION NOTES HEREON AND STD.601 /6 REMOVE EXISTING BARRICADE 2 EA /7 INSTALL BROOKS BOX NO. 2424 WITH PARKWAY GRATE 6EA /8 INSTALL 3' x 5' STEEL THRU CURB PER DETAIL ON SHT. 2- B£A Q /9 INSTALL W 53 SIGN PER CALTRANS TRAFFIC MANUAL SEC. 4-26_ 3 EA al NOTES FOR STREET TREE INSTALLATION I. ALL STREET TREES ARE TO BE PLACED IN ACCORDANCE WITH CITY STANDARD SOL 2. ALL STREET TREES SHALL BE STAKED AND PLANTED ACCORDING TO CITY STANDARD 605A AND 6038 ACCORDING TO PROXIMITY TO HARDSCAPE DICTATES. 3. BACKFILL WITURE OF ALL STREET TREES SHALL BE PER THE RECOMMENDATIONS OF AN AGRONOMIC 301LS REPORT FURNISHED TO THE CITY INSPECTOR, 4, NO STREET TREE SHALL BE PLANTED WHERE THE CENTER OF THE TRUNK 13 CLOSER THAN THREE FEET (31 TO THE FACE OF CURB, UNLESS OTHERWISE NOTED AND APPROVED BY CITY ENGINEER. S, ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE CITY ENGINEER. STREET STREET TREE SIZE QTY, SPACING FLORENCE PLACE LIQUIDAMBAR STYRACIFLUA "PALO ALTO" 15 GAL. 35 25' O.0 . 3 S MARSALA PLACE LAGERSTROEMIA INDICA 13 GAL: 10 20' O.C. SIENNA DRIVE LAGERSTROEMIA INDICA RINK 15 GAL. 18 20' O.C. PORTOFINO COURT RHOS LANCEA 15 GAL, IS 20' O.C. POR TOFIN0 DRIVE PYRUS CALLERYANA IS GAL, 22 20, O.C. (BRADFORD) SERGANO PLACE MAGNOLIA GRANDIFLORA 5 GAL IB 30' O.C. PAVIA DRIVE KOELREUTERIA BIPINNATA 15 GAL, 19 30' 4:C. PISA PLACE RHOS LANCEA 13 GAL. P1 2d O.C. 31 UTILITY CONTACT CONTACT THE FOLLOWING, AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION GENERAL TELEPHONE COMPANY: (800) 422-4132 280 SOUTH LOCUST, FOR UNDERGROUND P.O. BOX 2920 SERVICE POMONA, CALIFORNIA 91766 SOUTHERN CALIFORNIA EDISON: (714) 529-2070 2191 EAST BIRCH STREET (714) 529-2889 BREA, CALIFORNIA 92621 CUCAMONGA WATER DISTRICT: (714) 987-2591 9641 SAN BERNARDINO ROAD RANCHO CUCAMONGA, CALIFORNIA 91730 SOUTHERN CALIFORNIA GAS COMPANY: (714) 529-2889 2191 E. BIRCH STREET (714) 529-7070 BREA, CALIFORNIA 92621 PACIFIC TELEPHONE: (714) 999-5639 METROPOIlTIAN WATER DISTRICT: (714) 593-7474 P.O. BOX 54153 LOS ANGELES, CALIFORNIA 90054 �& WILLIAM LYON le LYON 8540 ARCHIEALD lUtTE d RANCHO CUCAMOMGA, CALIFORNIA 91T30 BENCH MARK B.M. 163B ELEV. 1297.297 24' EAST OF � ETIWANDA AVENUE AND 40' NORTH OF (t BASELINE, SET BRASS BENCH DISC. IN TOP OF NE END OF A 4'X2' CONC. BOX CULVERT. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYLES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE REPONSIBLE IN ANY WAY FOR THE CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBLITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. QADDED DR/vE APPROACHES STREET S/GWS ANO /Z _90 /-/,r-T/ STREET TREES 8Y �loASE lI�NSULT/NG GROUP �Olv DESCRIPTION OF REVISION DATE CITY APPROVED. CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLANS FOR TRACT NO. 13441 APPROVED BY: DATE: 3 CITY ENGINEER �- - RC.E N0. 22397 DESIGN R C M ErED fMOR CONSULT GRAACWrOUP Tt=Qgpflsslpy4 -}'or MK 4860 IRVINE BOULEVARD, SUITE'201 r C Mp�Fy IRVINE, CALIFORNIA 92720-19" h '�! �✓ i DRAWN m4)730.7117SHEET -2x596 t,. 940�" * OF �� CHECKED / ��/ >', ���EpFCAI�F� DRAWING N0. GB DATE " FILE NO 240-5000 I/C. GU,2V46 QA TA NO Q SCALE 40' O 2 /O 0001,00" 56.00' 16_9.28' 7 0 7/ 7 7 ILI oo0 A 0 0 D C 50.00'00" 27.00' 42.4/' 27.00' �0. O N 15 � 0 DO 23'/142 232.GId 93.92' 47ro/ p N_IC3 �? Tqtr�u* DRIVEpvEMEE 27.35'00" 250-0& 120.35' G/ 37' 'MARSALA PLACF���o FLORENCE PYAgE S/EA/NA OR/VE VkRK T IMPR //=�j //4 %/S 5EE PLAN DEFT �, N" Alf 9EE SHEET NO 5EE PLAN RIC FpR SIR 1309 11 F 25 39'/3 20B.0L7 //9.99 6/.02 I _ I •t, ,11 ` 1� . c ,EE ;� 62 « <?' s o 3 4 5 11 ' 11 11 II _ 114 32 1 IZ CON5reZIC7740A/ NOTES a o �G ISI �� a I ECR I \ / CONSTRUCT 3"A.C. OVER 4-,46 PA!/EMENT 8• ?6• i iT 0- 15.09 _ . W 3.96 N CONSTRUCT ro"CURB i1��2�1„ GUTTf�P PER :\ p .il,th` ��•.. - C �� S �G ' �, h `� A W40. o156.57 �RSPC1TY 570. 303 (, e'6 DETA/L ON SHEET \ ?G25I t,' 38 45A0' 00' • .00' / • '� \ `t , 1 !08 12.92' b \ �b� 9 CONSTRUCT 4' 1�{//DE S/DEN/ALK PER CITY OF RANCt/O CUCAMON6A .STO 310 di -o" . h (� 01 ,GF y,� w , /0 SRI) ` S 0 � 8 (0 a �y �" � G N � • / _9 � G � /2� -�1 I4� B 2 , n IZ 60-- C0Al$MUCT' NAND144RPEO RAMP PER C17 -Y �; :'4� (D i K V 79 5040 /t/ - Q �12IL67­49t1,4ZORENCE Q / �o �,;/ OF RANCMO CUCAMOA/GA 5TO 310. I ENYON 9 0 K -}= /4f42.!e8 S/ENNCONS T OR111ZWX Y APPROACH PER STD.305' l � ' � `N =.3E UNLESS OTHERWISE NOTED ('�7SpU1LTJ EE TR /3279 /' 0 l U a 9 l 9 s ` /Q 90--- /NSTALL STREET L/6f/T soLU/`1EN -REET� 4 .12 • 5.14 45.14 45.14• 4!0.12 45. r •36.7 60 0 • q�` /2 IMP PANS (I a�� NPSY &/ SC'E P•4/D E COORD//3/•4TE0 h z '� 3 Il , 0.o, % 45.1 8 6.2 a I� �t 44 " o .�9 E BY DE/�ELOr�E.Q I-'. pp o � \ AGF ob.�� \ v 11 2'L /fOGlOo MARSALA I N. O•IO'OO'E b ¢ 6 / // /NSTALL STOP S/GN �R C1TY OF : _ 'ti 0 `� _ .._4 > ` 0� (• l !/ o �0 .0-o �p f rrP� �,� ° , `11164. SIENNA Z^ 0 /2 - v� .._ bobs ; �� A j�; \ \� R4NCM0 CL/CAMO�t/GA STD. ¢02 ja , �/O \ /Q'J p IQij8NiJO4A0da5r A 4TER YAL VE COl/ER TO RAD. �� 1O9 � 4 � �+ /8 I !8' 5' G 5, qz. Q fi w \\�`� /4 ADJUST MANHOLE TO GRADE. �� //O a a 0 /Q / 7 7 / ��• 1 Ao • 50.00' 48.2 \ /6 ,PEMOYE EX/STING �AR,PlC,40E 'b�, 7 /� � A 7 5 11 I5�0 4 3 ' O O +v� CONST. 6'WOE OE CONC CROSS GUTTER PER CITY OF �- SIENNA OR/WE N I 0 m � T_- 'C> MNCNO CUCAAIONGA STD. 308 (INCLUDES D 18 01,06 raol Mol'OZ1TH/C CURB) 2INSTAL 1 STOP AND STOP 8.4R Gtr C6 IF 7 Q /p /NSTALL STREET N/IME S/GN PER C/TY OX - I I 7 Q RA10f10 C!/l'AMONOR STD. 4al & 402. w CURB PER DOUBLEN.9ME//NIESSOTiS�ENN'/SE NOTED o , o B Sra 303. „ « CITY OF RANCHO CUCAMONGA MARSALA PLACE IQ /S /NSTALL /5 GAL ..STREET TREE, ZD 0. C • , r Ixs r` (2) 4 BAR 24 LONG LAGERSTROEWIX /ND/CA "RINK UlAMRSAL�4 OVER DRAIN Pl194rEA1YO ZX6b?STR01V1,9 1N0/lA PlIf "011Y THRU Z" �Mr►v' : •' .• STREET IMPROVEMENT PLAN FOR S/fiYNA Drp/!iE zjF,? ST.QEET TREE /NSTA!!ATIO/V �N• '' 3x5" STFFL THRU I/2' NOTES ON Sh F,5 T / AND CITY .STD. 60/ f DFiA1 N I B AIA RTA LA PLACE 9 S/EAINA OR/VF No. 20596 * Exp. 53L193 'A S" STEEL. THRU 4' SIDEWALK pRA1N PER STR 310 SECTION A -A PROF•�,.. �.,�: "'E TRACT NO. 13441 GL)RB CONDMON 3" APPROVED BY'. DATE: 14K I0- CITY ENGINEER - RC.E N0.22397 I 5' IMORSE DESIGN CONSULTING CROUP pFESS1p QR Nq� RES,QMMEN D S. 11 \ 1 f MK ....c.orenesc.�wnesoucuo.rec,t.�e 4860 IRVINE BOULEVARD, SUITE '201 SIDEWALK CONO'fT10N DRAWN IRVINE, CALIFORNIA 92720.1999 14)730-7117 �'" '" T & � SHEET (PROFILE) Q ADDED OR/VEARIOR0AC//ES, STiQEET S/GNS."d / /Z -90 I -I S' 1 / L.TM ruo. 2osss �c Ew¢30$9 2 6 of STREET TREES BY � lUe C'ONslr/T/Na GROUP CIyI as CHECKEDgIfOFCA��E DRAWING NO. DESCRIPTION OF REVISION DATE CITY GB &0 ?� APPROVED DATE iz FILE NO ✓ JOB NO. 240-5000 **A V14 �I�E /�� JEE B,ySCALE: /"'=qrp• SET II 10.90'..... s 7D 7D 7D EE 'S'yEET D 8.29 ... 118. SS' •vo. p c ?5 I1. 3 47 Cb b A % 991►' 31 g D 0 sa g p 5' u �i % w v+ r. W I Z c uIlk-; �„ 1 g f`� `A� �u�� moo. ¢ 3 h W D ' �' 10.19' Q 4 /3 LYM' 12 of /9 98.09'. \ h . • 4 TiR14' • S �°�� i101 ,a f b �, • 92.E • 59.45 00 • 28.01' D -- c� IL a w N /� ��I, aZ'.25 3 D /d ,�F �• `��' \,GF 9 G F ����F �• ': / - _ _ - - -fit---_.----•---`_-- _ v � .. _ -#�. --_ � _ __, ,. . ____ _ __ _. OQ N. .10'45 p C. �4 . moo, 13 14 N T 9 ryU0 1 F� • G - - _ a 7 11_ _: _ - a F �� F a __, _ _ �� ��� • 37.75' • 45.00' 40.0 40.000 40.00 �J' • 45.00' - 40. F§' 40.6' • . 00� 40.0 28. p� Rp PVIP o, j p 30.aa•� 7 26' ho ' V r 21.55 v: Ipf�O.(e2 y w 9.67 ' /5 D D /9 3 4 o l h 34 Ri �6. Sg • . ta�� 12.T 1' 3 C rrP.) W g v J� 35.1 2e 24 ?3 �� 21 20 !9 !D 7 /6 /s $ �0, 27 ZG 25 o N a b b I4 !� sk on Cb 7D 7D 7D 7 D �D 7D A07 D a - X35' oc, D 7 D fLORENC PLACE 3a 7 P DRIVE /7 B. \\LARX SEE TR. /3279 SMET / P. PLANS t Ao .Po/nlr /0 �S/NGlfj Q ` 448- 414 q� 00 �Qg 'L \ 17 i8 6��lbvG'�gTc� 7 D �o Q'�pF E SSIn ' v C. W No. 20596 m * Exn.9-30-93 zc cNt IF OF CAI�F� C44RV4E DATA CONS TRUC TION NOTES D/- CONSTRUCT 3'A.C. OYER 4",46 VfENT B A)We V CONSTRC.Vr 00 CURB W124'YOUTTER IceP C17 -Y- STO. ,303 ( E DETA/L ON JfIEET 4 CON9TRC/CT 4' N//DE eA0.0,'VAL X PER C/TY OF RANCHO CUCAMON6A sTD. 310 & oil. �- CONSnPC/CT G' ollrE CONCRETE CRbsS GUTTER PER C/Ty Of RANCHO C[JC4MON6A STD. 3DIa 6 CONSTRUCT v,4mO1CAPPED RAMP PER C/TY OF 94=17V C/1CAMONGA STD. 5!D D 70-- COn1ST,2UCT OR/I/ENAY APP,�,4CN PER ,3'TD. ;�5 W : /G ; ,Y = 3 .S UNLESS OT.�,�ER!'Y�SE DOTED (�9S BU/CT D 9 1 N8TAL L. ST,2EET LIGHT 56004. &/ F4/ HPSY NY SCE RA/D BY OEYELOPE�Q /3 ADJUST WATER VAL VE COYER TO GRADE j !4 ADJUST MI V qOL E TO 6R,4Q,F @-INSTAL L BROOiY5 BOX IVO . 2424 WITH P,4R,,VWAY GRATE IB INS r4 L 3'x 5" SME'L 771RV CURB PER DETAIL ON 9H72 D /9 INSTALL W53 SION PEA<AL TRANS TiP,9,rF/< M AIIIXZ SfC. 4 -,?a /0 INSTALL STREET NAME s/GN PFR C/TY Of RANCHO STD. 46/6 402 99'59'15" q�UBLE N.9�1E !/NlfX-r 07h4F1?011SE NOTED D /5 INSTALL ISGAL . 57,fe T TiyEES 2,S O.0 L/QU/DAMDAiQ ST YiQAC/F�,1/,4 ' PALO AL TD ON FLORENCE / /ACE ,,W 0 STREET /NSTACIAT/ON NOTES OW SHEET / AND </TY S70 GD/ 3a 7 P DRIVE /7 B. \\LARX SEE TR. /3279 SMET / P. PLANS t Ao .Po/nlr /0 �S/NGlfj Q ` 448- 414 q� 00 �Qg 'L \ 17 i8 6��lbvG'�gTc� 7 D �o Q'�pF E SSIn ' v C. W No. 20596 m * Exn.9-30-93 zc cNt IF OF CAI�F� C44RV4E DATA NO. R L T AO 4'5.3'41 " /02.00' 6.71 ' 4.30' © 7'3942' 250- 0& 'M.43' 1G. 74' © W-00 IL 27.0b' 42.4/' 27.00' Q 60.0045" Z700' 37. 7/' 22.40' O 99'59'15" 2700' 47.12' 32./7' 0 /5'0'00" 1/2.00' 2e..32' 14.75' OG 2/0000'00" M- 0' 1.50-26' -- HO 0000 C/ W" 45.00 70.49' 45.010' Q //2'33'24" S6.0e, //3.94' 64. w' © /0 00&00 " /02.00' 1760' 8.921 CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN FOR FLORENCE PLACE TRACT NO. 13441 APPROVED BY:DATE:3 la IS -6 CITY ENGINEER L -VRC.E N6.22397 DESIGN COMMEED MORSE CONSUL77NC CROUPESS1pNq , nw,..,c.c.�wrar.�,c,uo.rez-,t.er QROFbg. MK 4860 IRVWE BOULEVARD SUITE'201 JOB NO. 240-5000 DRAWN STM IRVINE, CALIFORNIA 92720.1999 tiQ 9� i (714)730-7117 & " No. 20596 " * Ew %MM * %/�jn' CIyl a� �IEOFCAI�E DATE FILE NO SHEET 3 -A OF - Q ADDED OWIX{ -1, 4 Y APP.QOACHES , STREE% d/GLV A,09 S7RfET T,PEES, DY MORSE C04CrWT/NO 6,20&2 "90 /2e>w s� 1 � CHECKED (7B DRAWING NO 1 I R3 DESCRIPTION OF REVISION DATE CITY APPROVED JOB NO. 240-5000 CURVE OA7A NO. A R L T AO 2/O �00'Ob' .38.00' l39.2d' — OD 1504"'00" //2.Ao' 29..32' 14.75' CO 8'40'010" 416.00' 63.23' 31.67' OD 8'40 C!0" 40:51.w' G0.w' 30.31 ' 0 &'40'00" 382.00' 57.78' 28.95' © 01000 'a0' 27.00' 42.41' 27.610' O 5.91320 gad,"' 9.92' 4.66' HOJ'3!J't5" 292.Q7' 3905' 19.89' OI 9'39'/5" 2Gb' 42./2' 2/. I1' OJ 26'3/'616" /d2.Ao' 44.24' 42.89' O 2G 31'Gl5" 260. GO' 92.57' 471.3' O 26'3/'06" 121e-00' /00.90' 5/.37' i; 7 4 1 \ 6' AEW v WAY ,SEE TR. /3279 ►�TREET /MP.'PLANS_ I;A+ r tP! ECR �- "� & 00, V. ' " V (It 2 go 5 `� 111 a� N / ' � �� � . �• � � � r1�5 N . -' Gh a' ~ h h h 5EE PLAN Rt Qp b rTrP) 87 g PLACE Zz PISA C01V57,QUC7-1ON NOTES 7 Q ^.N 0 PAVIA PRI I CONSTRUCT 3"AC. OYER 4 ;46 PA!/EJ AfVr / CONSTRIACT 6"CUR6 1104'" 6UTTER PER CITY $70. -50J (3EE QI6TA IL ON ,SHEET /> 4 CONSTRUCT 4' W/DE ,11DEM41-k PER CtTY OE RANCHO CUCAMONGA STD. -4/O & 3//. .5�-- COM67'RZICT G' A✓iOE CONCRETE CR085 6l1TTER PER CITY OF RANCHO CUCAMONGA 5r4O. -40,4 6 CONSTRUCT HANDICAPPED RAMP AeR C/TY O/r RANCHO CL/CA/VION6A STD. 310. I 7�— CONSTRUCT OR/dEWAY ^oo wgCH PER OTD. &D5; w : /C X = 35 l/NIES.S 07AoF1?4115E HOTED1X5 BU/GT) Q 9 INI 4LL sTRC�T U6hIT LUNEN hi°S!/ BY SCE PA/O f COb.9D/rY•9TE0 BY DEf'ECOPFiQ /O /N6TAGL. STREGT NAMG S1611/ ,PER C/Ty Of RANCHO Cl1CAN10N6,4 STD. 40/ f 402. DOUBLE N.9ME UNLESS OT.�SE�H'/SE Na 7r, /3 ,40�.1U5T N/ATE2 YAG✓E GOl�ER TD &RADE. /Q ADJUST /NA/Vf101-E TO GRADE. 1&5r.4lL .STOP 5161Y PE�9 C/TY OF /fXW A/O Q02. /Z /4157lfll STOP AND S70,P BAA Q /5 /NST/ICI IJ -641. SIRZY-7 TREES, JW Oe' OW/W1,4 DR///E AND AVMS l.9iYl'EA, t0 'O. C, ON .o/S.4 PL.9CF ,cV f 57R2:F7TREE /NS7,4LZ117&? V NOTES ON S//EE"T 1,41W e/TY JTD. GO/ LACE fLORE��E a 3 Zpa SCAL.E 1'= 40, Mg70A/Nq 101RIVE III.s9! 5EE 514,667- N0.5 ek' �� A 58 57 #00.00 PISA A. PORTORW OR 56 00 (TYP. ) 34� QapFESS Q�4�0 Y C. h C13 O� y No. 20596 EV. 9-30-93 s� �r A L14 S 130 L N 3 (T YP. W 'k 2 Agl / J 0 (3 4 oCc PISA PLACE AA VIA DRIVE SEE PLAN LEFT cn 2 o Al J'S0'OE7' IZ4! "' 3f 7314 PISA K. F.S. II os/2/G0./O PA V/A OR. ati V l2 CJAI II CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN FOR ))AVIA DR/VE f NSA PLACE TRACT N0. 13441 APPROVED BY: _ DATE: CITY ENGINEER - R.C.E. NO. 22397 DESIGN ��/�.■MORSECONSULTTIVGGROUPMEtL�EDD 7V1nn,. .LAACWA.E,�.lVr,t,R R COM MK 4860 IRVINE BOULEVARD, SUITE '201 oQROEESSlO,ygl C. M��FyC DRAWN IRVINE, CALIFORNIA 92720.1999 14)730-7117 " Na�20596 m = SHEET A ADDED 1�R/!�E`Y�JY APRfOACf1ES , ST.QEET JYGNS /2 _9O �- s" / 1 -TM P * �, 4�oas * 4 QF 6 .9,v0 ST.QEE7 T,PEE.S', Bl' Mo.PSE�Ort�SUCT/NG GiPDU�°ziw CHECKED DESCRIPTION OF REVISION DATE CITY APPROVED G6 DATE DRAWING NO. 1lg3 JOB NO. 240-5000 bid or E N yo 9 WWI C P� /,' )P P 162 �I 78 /f oPRX�NyoN w . 27f rVIT I vriivv mmlV& h R) Is J%A jai 19 No DR. POR �FINo w, 31 Oj 40 SEE 5HEET NO. G MRTOF/NO COURT CU,q CURIE DATA c40JV'1 rjQUCr1oN NOTES I COn15rRZICT 3"A.C. OVER 4'A6 0AVeA49M7' a-- CON67i?1J07' G" &IR6 N1:?4"6U7-TER PER CITY drD. 3o3 (JEE Deno/l- , .Sheer NO. 4 00N57-RZICr 4' IV/OE SIDEWALK PER C/T)-' OF RANCHO CUCAM0N6A 57-0 0310 40 9//. 5�-- CON5rRaor G' J'V/DE CONCRETE CR055 GUTTER A_cR C/TY OF RANCHO CuCAMON6A SrD. 906. 6 00N37-,eZICr HWND/CAPPEO RAMP ceR 017-Y OF RWICHO CUC,4MONGA 5TD. 310. / 7 CONr.PuCr OR/[iEWAY APPROACH PER bTO. 305; W= 14f;,V =3,S UiYC�:-SS OTNEiQdY/SE NOTEO�i�S dU/LTj 0 g IN1rALL- STREET L/6AIr woo z-UMEN f/RSli 6Y S4rl::F-'i9/D ,8Y DE4ELO19E�P / 12 INSTAL L STOP AND 97OR BAR 232.00' IN5TA1-L STOP 5/6N PLR C/TY OF RANCHO CUCAMONGA 5T0. 402 L3 AD.JU57' WATER V4LVE COVER TO GRADE. 13'43'37" AD✓UST MAMHOLE TO 6RADE. 16 9e"011E EX/5TIN6 BARRICADE. ©&/9 INSTALL W S3 SIGN PER CAC I/ -TANS TRAFF/C MAit/U•4! SEC. 4 - M /0 INSTAi1L! SXfFrT g1-fS- S/6N PE' -,9 C/TY OF RANINO CUCAMONGA S.W. 40/ & 402 A900'9 E NAME UNLESS OT11,Fof 1,%e- ,Vor69 /5 INSTALL /,S GAL. S7.9EET TREES, ?O'O. r �y'R&s C,91lE.PYAiY.4 '8Di9OFD.PD ''OrY PO.QTOF/Np D,P/,E DE.P ST.PEET T,PEE- /000000" /N57AL1,471ayy AD7E5 041xoYEf7• / ANO L/TY .f'TO. 60/ Is J%A jai 19 No DR. POR �FINo w, 31 Oj 40 SEE 5HEET NO. G MRTOF/NO COURT CU,q CURIE DATA NO. _ RC.E NO. 2239 7 /? L. T AO 20'50'00" 4/8.00' /5/.99' 76. B4' SHEET 27.00' 42.4/' 27.4V' CO 5'S5'3a" 232.00' 24.Gt0' /201' DO 13'43'37" /OZ. 00' 24.44 /2.28' O //O'A0loo, 55.00' ///.J5' Q2.B3' f /000000" /02.00' /7.80 6.!!2' O 90'00'00" 27.60' 42.4/ ' 27.M HO 9'39'/5" 268.00' 4!5./6' 22.G3' O .32'/9" X82.00' 70.26' 35.23' OJ J7'�6' S7" 276V' 45-64 '_W. 67' OK 93'Gt0'44" 27.00 43.63' 28.46" LU 20'Sd'AO" 400.00' 145.44' 75.5"' 250.00' 42 /2' 2111' 'O. 9a0'00 00" 45.00' M.4"' 45.610' CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN FOR PORTOf/NO OR/VE Q TRACT NO. 13441 APPROVED BY: CITY ENGINEER - DESIGN ULTTNG GROUP MK MOE —ONSsL4W AcMorranwr ��QRQrEC 4860 IRVINE BOULEVARD SUITE 1201 DATE :1/111625 _ RC.E NO. 2239 7 DRAWN IRVINE, CALIFORNIA 92720-1999 )730 -illi h & Q ADDED DR/YEN'Ay APPROACHES, ST?EET .S/GHS /2.90 /"�� T Z-7; 1 SHEET .20596 * Ew9.30-n AND STREE7 TiQEES, BY MD.P�S'ECYJN.lULT/NG GiPOUP. rJ o \� OF CIV► 1 DRAWING N0. - /113 CHECKED fteivigJf DF CAVE DESCRIPTION OF REVISION DATE CITY G9 APPROVED DATE FILE NO — DATE :1/111625 _ RC.E NO. 2239 7 RECOMME ED ebbg_ fy m SHEET * rJ o \� OF DRAWING N0. - /113 JOB NO. 240-5000 7 7 p7 TA �0 �- 6b Cb \� Q 70 �a m� xo pct, \ ^ 61 70 n / 72 7S 74 sso \ W v n W %- 67 G7 % CrA � 105 20.30/3 37 8 C , 2.7i' .. yP) 4 3 o � 0 2 S. � .i 1' • 7.34 S. 00 40.00' 40.00 _ I/7 /BGf VICTORIA iPALANEi- A ��0 d�' G '� ,o�° . 9 X019 1/0�! �h A (� �j b A ,b Al /7'90 00 V - SEE TR. /3279 STREET y -/MP. (PLANS 1'19 !4 �.�- •, yV A0 �jpr C�• � 9 b� GF. Q QO Q /0 I I .,�M, io _ /V 2 2 40 0o h� �� D�° 'G b ao 9 0 7 7Irl0 7 Q �RTOF/itl0 D � 7S qr 5EE ,$HEFT 4 7G 77 II /vas CURVE DATA NO, p R L T AO 2!0'00010" -w. 00, /-/ s / 0 16 '00100 //0.00' 29.32' 14-76' 414.&0' .37.69' /6.66' DO 9'30'44" 414.00' G9.4O' 34.76' E s•io'oo" 4alo.od 3.07' /4.05' f 9'3&44" 400.00 Gra4/' 53.26, O 5'Id AO" .382.00' 34.45' 1724' H 9'30'44" 382.00 63.42' 31.78' 10RTOI%0 pR/YE SCALEKif / =QQ' SEE SHEET 4 ' 7 Q 7 7 /6' �. 54 �' w lot 1 �� s 49 s0 31 of 33 t o cn S I I N Ie �f : '/ls'' (TTP) qg �, S • W R I k 6 G ! II g 40 . e o - ` 11 ffi� 79 d • 41.84, 40.08 26 31�%. 6s�,o F /8 ��, . p��,,Cf 2 r3� 0.60 vh T800001 38 BS•/ G I uwE 09. F 13 ti / 11 9 fk. e F tip - o V CTORIA PARI a G l4 ffSEE TR. /32 79 STREET �'J �° b n' BERGANO fL'. /MP. PLANS 4D f1V. A' AGF Fs ZoB.03 POR TOF/NO U4. Q /o (R) 0.8 3 4 3s 36 37 2 2.4 7 P�.0 /2 7.54 40.00 9 6.0• a II C� • 62.59 0 . 52' \� i / 0 /27500 �RTOF/NO CT I r yy(R� 4 3 Zs e p /S A07- 0. ! 8 W�� I 0fi0 p '�`'� /7 / 24.02 a ISS J �q v ti \ �o � /8 a 7 Q 7 /Q h id 59 64 o G 7 IQ4' BERGASO PL ACE on cb CONJTRUGT/OA/ NOTES 7D / CoNBTR[JCT 3",4C OYER 4"AB PAl/EMEAIT 7 3a-- CO/V✓Ti?UCr 6" CURB w/24'GUTTE,2 PER c/rr aro. 303 (see oerAi4, 1HaEr No. Q CONSTRUCT 4' !'HIDE ,S/DI6AVALK PER CITY Of RANCHO CL/CAMOIIA STD. J/O &,311. R` �' � i� O.C. / 7 CONSTRUCT o emeWAY APPROACH PE,? .STD. .� ; W= /6, X ' ?✓� UN/ESS OTHEAGY/SEHOTfDlAS6t0/(T� Q 9 INJTA[.L BTREET LIGhIT LU/I�N.S/P,SI� BY SIEPA/O G LEAD/rY,4TED ,By DE{�flOPfii' / ��03 6� 7 C 1Q /0 INSTALL drREET ANIAiNE 9/GN ASR C/Ty of RANCf/D CZ1CAMONGA ergo 40! & 402. / 403.11 000BL E N/IME UNLESS 07112W MISE NOTED v - 7-,s03-59 T C. AW1197' W,,4TER 4ALME CO/rER TD GRADE O 76 C.B. 402. /� AD✓UST M,4N�'10LE TO GRADE % - 8 CON'ST/PUCT LO!,4L DEPRESS/O•y SER .S'TD. ND. S/B, �. DETA/L f/E.QEoA/ 403 /7 INSTALL 8ROOAY5 BOX NO. 24 24 WITH PARKWAY &AATE 18 INSTAL L 3"x 5" 37-&5L TNR[/ ORA/N PIPE PER DETAIL ON SHT. 2 �o 57,IZZ S70,0 S161Y 106? C17Y 0/- ~e'110 /9 11 �Sr4ZZ W S3 S/G PER 64Z7,fANS TRA9;cle MAA!/, 1 GA C ¢02 N sE 4 P6 3 �, / 12 INSTALL STOP AND STOP BARD /S INSTALL .ST.PEET TRE'E.f i911&S L,4Alr, 9 /S G.9L. ZD OC. ON ROiP7-act- /O !'DURT ANO M/IG/1/OL/A GRA�VO/FLO/(4, -T- 6,4Z. 30 OC. ON 8"OANO RLACERE.Q Sl.QEET TREE L.D. DETAIL /NSTALLAT/ON NOTfS ON S•S�fET NO. / ,fN,9 STD. 60/ 4 .� jr . II w /8/ . d 9' m W a - 4 3 op I.S�?/2 .47' 20.715 • 20.09 =6+53.09 f�JRTOF/NO OR. �9 l 47 4G 45 44 43 41 ( 4! 40 PORTORAV COURT 93 7C' I I 2103yoo"/ 7 7 , v 46.43 V� 4� 446.86 7.C. ` I 4.03 - 7 p CITY OF RANCHO CUCAMONGA - - /0.00, 0. C. wfliSsN STREET IMPROVEMENT PLAN FOR N T14 " - BERGANO PLACE PORTOFINO COURT W No.20596 T �. 9-3Q-93 � +roses rE+ OF CALVE Q TRACT NO. 13441 APPROVED BY' DATE: /a CITY ENGINEER R.C.E. NO. 22397 DESIGN IRECOMM DEO �MORSE CONSULTING GROUP pfESS! /1tiR.n.a+c.ovec.,,,rorw,cuo.,rtcwc QR �Nq o L.D. DETAI L MK 4860 IRVINE BOULEVARD, SUITE 0201 JOB NO. 240-5000 DRAWN L, j7VJ IRVINE CALIFORNIA 92720.1999 4)730-7117 � No. 20596 * Es,,. 9-30-89�F cIvl` �r gIfOFCA��F DATE FILE NO SHEET �j fp Of AOOC-D ORIVEIY.�IY APP.90AC.'�fS, STREET .51641Si AND STREET TRECS, By MORSE tVAI /LT/NG 6�YOUP �t "00 /-/ s / CHECKED GB DRAWING N0. DESCRIPTION OF REVISION DATE CITY APPROVED JOB NO. 240-5000