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HomeMy WebLinkAbout1239 GENERAL NOTES .. - GO' - CONSTRUCTION NOTES E< QUANTITY OPINION OE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, T�HV 30' 30' CITY OF RANCHO CUCAMONGA STANDARDS, AND THE STANDARD 1 REMOVE EXISTING CURE R< GUTTER '+ 688 LF SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE CONSTRUCT LIMITED ACCESS CURL1 P'ER STD. NO. 902 :s2 LF FOR ADHERANCE TO THESE STANDARDS AND SPECIFICATIONS. CONSTRUCT AC PAVEMENT AND MASES PER l`YPICAL SEC`T'ION 32,656 SF 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC., SHOWN OR NOT O4 CONSTRUCT AC PAVEMENT AND BASE FEFiP4YFICAL SECTION 40, 89 / SF= SHOWN ON TIIESE: PLANS WITHIN THE RIGHT-OF-WAY LIMITS, OR IN IO,G%' 2• -- - --o.s " ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL O APPLY VARIABLE 'THICKNESS AC OVERLAY PER IYPICAL BE REmbCOST FD, RELOCATED ATED OR PROTECTED MGA, PLACE AS REQUIRED AT SECTION NON 1. 10' MIN. ) COLD PLANE OUTER LIMITS PER 1�,,n56 SF O . ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL Ob CONSTRUCT CONCRETE CURE? F GUI IEE~ PER SID. NO. '03, -4,1 9 BSL LF SEF PLANS flROFILH FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE 2 SHT 3 F F_ TRAIL FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR O7 CONSTRUCT' 8" AC BERM PER SID. NO. :1?I TIzpJI517lON Iy0TE5 INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES F'I. I CFL6vEL LINE /v_PC�Fr A/R/W ARE SHOWN ON THESE PLANS. SO CONSTRUCT CONCRETE SIDEWALK:: PER STD. NO 310 5-5 SF 4- A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA O CONSTRUCT CONCRETE DRIVEWAY APPR- TACH PER 51-1). NO. '+05 C - .zv' 9= SF L (-1 ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR ( X='5' , W-22' , UNLESS OTHERWISE NO i� 7,4 EX/9T. tNALL I CONST. PVC TRA/L FENCE CONSTRUC'T'ION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR & FOOT/NG I PER CITYSTANOAR05 RIGHT-OF-WAY. 10 INSTALL St3v0 L STREET LIGHT (TO BE CO-ORDINATED WITH SCE AND j6 EA I I CONST. (iYgLL PER PAID FOR BY DEVELOPER) b ° 4",0.6. �c1rY'ON APP.40 AL 5. ALL GRADE STAKES SHALE, BE SET BY THE CONTRACTOR OR ENG ST 2 EA ( ENGINEER. INSTALL STREET hlAMk= SIGN PER LTD. NO. }O1 AND 40"? r- ,y/� 11 ovsT. s"nc PAvr_MrNTEER- PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT oVLD 4"AGG BAsl �/ -1. 4% POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE ( s 4:: LF WITH APPROVAL OF �// i I� � � %���// THAN 50-FOOT IN'T'ERVALS. ADDITIONAL PAVING STAKES MAY BE 1 ' REMOVE EXISTING AC BERM SOILS ENGINEER - f/YAR/ESJ 20"to J2" H STA. Or50 toJrA. 6r60 REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE O CONSTRUCT 2: 1 PAVEMENT TRANSITION PER SI`D. NU 406 35 LF TYPICAL SECTION - - WOODRIDGE DR , AREAS. COMPA0TEDF/LL 14 CONSTRUCT SPECIAL CROSS-GUI-TER R EUR SIF kP GRADES 1'ER STA 11+ 20 TO STA 16+ 80 NTS 71.5.0 R-72 -�-�-- 7 Lit)ii SF EX/ST RCC CURB&GUTTER 6• ALL SEWER, WATER, ELECTRIC, GAS, OR OTHER UTILITY LATERALS, STD. NO. X09 MAINS OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 7 LS G7' 15 PROTECT IN PLACE -- 7- COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, Q TYPICAL 5E,^7_10N COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE 16 TO BE RELOCATED LS 33' 34� FUTURE, /MPROY�E/NENTS PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A V/ cT^ ^^��� WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED 17 TO BE REMOVED LS �! /ti CR TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF /VORT11 PARKWAY Q BASE MATERIALS AND/OR SURFACING. 18 REMOVED IES T'0 BE UNllERGROUNDED AND 1='OLES TU BE SCALE: /"=5'HOR/z. I /"=5'1/EXT C0NS17Z(�-' oA1,AJO7a- r04 57/2C-GT7;p66S; REMOVFcD BY OTHERS 7 EA H. 22' 22' 12T1 - S. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE 1 �R SFILP EVATI ,+ -. SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR - - LF /• f}CL SrXC67 T2EL�5 A?£7c BC FtAA1TE0/NACtt�eP�4NCE /u/Tfl G/tf�STANp✓i2D r�cMlS, 19 COhISI RUCT COMMUNITY 'FRAIL PER SID. NO. 1L 0 46v LF {���....� DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND 13'3 6': I 2 IAB #4 � /2" 2• PRIOArO COM/Y��1CjdMlU� dFANYPGAA%//K� AyRo(�IpiM1(IC-5o1G5 KAT S BE GRADA'T'ION OF ASPHALT PAVING. til CONSTRUCT PVC COMMUNITY TRAIL FENCE F'EFi SID. NO. lulu (y4! r l o' o' 12• o a' F--a1115&A rb M c4 rY /dsAZrae . ANV m oh-1 7axrcvrlOct Nvr)e1mr LEVEL LINE o 0' 420-C-2000 CONCRETE M" Rf4)01RS J1R9rKq& fttt 4#&J ATO .45 Per&j. #1A" WW C17Y /X13/tQ7GQ, g• PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL 21 CONSTRUCT VEHICLE GATE PER' STD. NO. 1006 2 EA o.o - I T P -fes BE SUBMITTED TO THE CITY ENGINEER LISTING ALL PESTS OR o ( '�l� 3. /FCC 5772cSETT?X ilRe Sc`9ddC�7D /d5fl3CTbnI/}AJO AC(1!�?RA�CGb)' 71r� L'AIG/dci�Cy e" CF o3T' 1034 I j �p pCoi92rML#f! DETERMINATIONS COMPLETED TO VERIFY: SIEVE ANALYSIS AND SANDTRAIL u4" oF�� EXIST. G hNDI EXIST, ac 0.45' o.sa' 0,V O" EQUIVALENT OF AGGREGATE BASE. STD. l NOS. 305 AND 013, AND DETAILONIEEI'LF L Eh 420 SF Lt - _ -t I I y4 PegF 4. sz7tet/ r�c�s �/tE ro �uAJ7t� A911,,Wcc, 1^y)5zAW&Jl PL"J_6 o.w�9'. I 1 48" 10. PAVING SHALI, BE PERFORMED IN ACCORDANCE WITH R-VALUE AND -�„ 1 900 � !{f/N• PAVEMEN'P TESTS 'TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR `-- -'- � � oo a •- ° � __ 1 __ = 33• TO FINAL PLAN APPROVAL). FiECUNSTFiUCT' PORTIONS OF LYIa'1-INh AC CIRCULAR ISI 19 STREET TREE SIZE QTY SPACING P y' � /"� It• WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL, WHICH DRIVEWAY A5 NEEDED TO JOIN PROPOSED F D 111FEi1.1VEMEIVTS LS FUTURE (/ iO " \ 90' \ VISTA GROVE ST, EUCALYPTUS MACULATA 15 GAL 32 8' O.C. CONSISTS OF A ROCKY MATERIAL THE SUB-GRADE SHALL BE PREPARED IMPROVEMENTS"^ 5 APPLY AC s 141 TYP / BY REMOVING ALI, ROCKS WHICH PROTRUDE ABOVE THP. SUB-GRADE 24 PAVEMENT BARRICADE AND END OF STREE`I TEMPORARY OVERLAY I / WOODRIDGE DR, 8 CT, KOELREUTERIA BIPINNATA 15 GAL 45 e O.C. P'AVEMEIVI PER STD, NOS. 404 E< 4V� i EA - OEXIST. CIG 3 corlsT. 4"Ac PAVEn I AND ALL'VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE TO BE,REMOVED OVER 4"qGG BASE { 1 (eKLN� fc.til#C- TrLEe) 'Fg (p MATERIAL OP A QUALITY BETTER THAN THE NA'CIVE MATERIAL. 5 3 lNSff�L �5T/ZC-ET7REFS fCtiQ �4ND N6T�.5 NCeP�-pnl. 45 EA. WITH APPROVAL OF 1 16.5° (p - SOILS ENGINEER 10" I �- / T 12, IF. THE ASPHALT, CONCRETE IS TO BE PLACED ON SUB-GRADI:, %A SOII:3 2( INSTAL-I.-. R--.1 SIGN (STOP SIGN) PER STD. NO. 402 2 EA /O" S'I'E'i6LANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.jy J. TYPICAL SECT I 0 N -- H E R M 0 S A AVENUE #4 @ 12" SITALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED 2 CONS'T'RUCT HANDICAP'P'ED RAMP PER STD. NO. 310 4 EA NTS T.1=6 R'�Z 3- #4 CIRCULAR TIES RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING.. ~ 28 CONSTRUCT BLOCK: WALL PER STD. NO. 811 299 LF 13, OPINION OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE I CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS Q9 CONSTRUCT CONCRETE STREET OVERFLOW DEFLECTOR W/411 44.1 CONCRETE COLLAR DETAIL OWN DETLRMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING O FCC DEFLECTOR APRON PER STD. NOS. .316 & 317 25 LF N,T,S. A BID. ANY ITEM OF WORK REQUIRED 13Y THESE PLANS WHICH IS NOT !I\ SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE ii INSTALL TURF BLOCK 475 SF DISTANCE yARiEs THROUGH cuL-of-snc CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. INSTALL 15 GAL EUCALYPTUS MACULATA ON VISTA A 31 GROVE ST, AT 8' O.C, PER STD 601 AND NOTES HEREON 32 EA. 14, STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS � 32 CONSTRUCT UNDER SIDEWALK DRAIN PER STD. NO, 507 1 EA. 401 SAND 402 SHALL BE CONSTRUCTED AT EACH INTERSECTION. MASTER-PLAN STORM DRAIN CONSTRUCTION NOTES AND QUANTITY OPINION (2333'.•,�n.-38•+*4x) GO' .t 1.5. CITY APPROVAL OF•' PLANS DOES NOT RELIEVE THE DEVELOPER FROM 40 INSTALL 48" RCP (1300-D) 632 LF 12' VARIES VARIES 12' r / ,Gi s t / ' V RESPONSIBILITY FOR THE CORRECTION OF ERROR ¢IND OMISSION 30' r�.J:� DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED 41 CONSTRUCT 33" RCP (1300-D) AND BRICK �VARIES(533A•^-Za msv) �"' PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED 'PO TIIE CITY ENGINEETt. AND MORTAR SEAL AT JOINT WITH BOX STRUCTURE 31 L, VARIES 18. 4`I'- .-0.5" >isLt ,$)!'"" i A L o�/�%� FOR APPROVAL. 12' . ` B `� A / ' 42 CONSTRUCT MANHOLE TYPE B PER STD, N0. 511 (L=5.5') 2 EA - � 16. WORK SITE AND EXTERIOR STREET'S SHALL BE IN A NEAT, CLEAN, I ) "_ `1' HAZARD-FREE, ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE 43 REMOVE EXISTING HEAD WALL, CONSTRUCT BRICK AND MORTAR /q- PROFILE p _R FT - o SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. PER FT - I!4' , i ----'--"• LEVEL LINE ELEVATION �____----_---., � 1 4 os. PLUG FOR UNUSED BOX CULVERT. ILS 44 CONSTRUCT CONCRETE COLLAR PER DETAIL ON SHEET I 1 EA B"CF L. % TO ? 4°.'• 18"o TO 2.9% 8' CF 2 5 33•'�I-5,33' 10.67' �Z' CITY :LIMITS OF RANCHO CUCAMONGA - 8 ' 17. Contact UNDERGROUND ALERT 1-800-422-4133 and the fol lowin Utilit 4E5 INSTALL 18" RCP (1250-D) 4 LF �, ^°� °•�: �.'� vnn,es 10'_,8' .... 9 Y GRADE sw,,�e v W Compznies as required, 2 working days prior to excavation. TO bAA/N J Q G i 1 G _ _ L` EX73T GgovuD i ALMOND STREET 46 INSTALL 27" RCP (1250-D) 4 LF 2, PR FILE 4CONST. 3"AC PAVEMENT z Provided for your convenience are the following: 50 CONSTRUCT DETAIL BASIN WITH DRAIN PIPE a OVER 4" AGG BASE Scop W EL vAT1oN Z AND RISER PER DETAIL. ON SHEET 6, 1 EA z WITH APPROVAL Of a , 3 SOILS ENGINEER LEVELLLVE VISTA GROVE ST A. Cucamonga County Water District RFT scF 0.29' 114".PER FT. M a a 9641 San Bernardino Road (714) 987-2591 51 CONSTRUCT CATCH BASIN NO. I PER STD NO 502 I IEA I- k� - � - - - w a Rancho Cuca^longa, CA 91730 �" O.2 `° 0 52 CONSTRUCT LOCAL DEPRESSION PER STD. NO. 518 2 EA 6 F, �s ,-.•:ya'h*:c ; a7 z SITE B . .-o . 4 �..: San Gabriel Valley Municipal Water District TYPICAL SEC - - STA CT . - • . ' ' ° ' ' < HILLSIDE ROAD Mr. BobBab Stallings - For BASE LINE construction (818) 969-7911 53 CONSTRUCT CATCH BASIN NO 3 PER STD. N0. 504 IEA - - - ' . STA 19 - 91 TO STA 21 +97 NTS TI- 5 K+7Z • _ /NCJCitil9 GiiO�µl6.Lk-A'.2-GVlc�rj TP-+c•�'. CIf iC-� CJR•t G✓�}T�a F C. Metropolitan Water District OFESSf ® v�� nec�`� °ike2 zG/3 ® CONST 3• AC PAVEMENT/ I = P.O. BOX 54153 PR G'lgi ( 714) 593-7474 REV/S/ON /AS BU/LT TO TYP C9EC//O/i/ OF 1//STA61 LATGTN !IENCHMARK G ~ Los Angeles, CA 90054 pv p p -'Ext. 6461 GROPE ANO ODED "TYP/ L SECT/ON FUTU L OVER 4"AGG BASE Q "�"/ ,q �j B-M. NO. 76 - S.D. CO. FLOOD CONTROL L?5T. WITH APPROVAL OF • W WILSON AVENUE" 9 > /�y/PROI/EMENTS" Al-GRfJ(/E ONS 7.. / AODEL7 SOILS ENGINEER / T�4A/G TRANS/T/ONS (FUTURE) TO SMT. 3 MONUMENT WITH BRASS DISC STAMPED 15x(7 a *Note: UNDERGROUND ALERT CONTACTS: 3� / 3Y C.,4,LA/VGE ENG//VEERS ON THE S. SIDE OF WILSON AVE. t THE El.ST ' SIDE OF THE ALTA LOMA STORM DRAIN CHANNEL TYPICAL SECTION W O O D R I D G E DR . GENERAL TELEPHONE /��jy £L£VATIONs 1757.39 S0. CALIFORNIA EDISON sq L V�✓ �� ;' Q MOVED H.C. RAMP 8 C.B. SHT. S) 3 8 6) ,� 0r . ADDED M.H. @ STN. 6+00(SHT. 6) STA 16480 TO STA 21 .04 IN T.S TI•SA A•TL • , ` / /� -- 1 CDNSTRUCTIAN BENCHMARK NO. i 1/ ICII�ITY M�lP S0. CALIFORNIA GAS COMPANY 'F o= "`iFn� L CITY EXISTING CABLE COMPANIES AL , \ DESCRIPTION OF REVISION DATE 2 INCH IRON PIPE WITH BRASS CAP STAMPED1 �MA50MRY WALL - - v ti _� �, ,•- v ru r APPROVED CTR. SEC. 23. T 1 N. R 7 W. t•S• 3002YISTA GROPE STREET.. A CITY 01- RANCHO CUCAMONGA QSEE Ar30VE FURFUi URE 11WPRO✓EMENT5 �- S M E E T +E tj� 7978. IM THE CENTERLINE OF HERMOSA AVE. /NAlORTN PARKWAY UFV/STA GROVE SEE V! Q/1-11.90 AT THE S. BOUNDARY1948. OF TRACT N0. 12277-1 Ex/3T/N6 N'R/w 30 t 30' ( D AIEETe 18. TIIE FINAI, OR SURFACE LAYER OF ASPHALTIC CONCRETE ROAL'WAY S 2 ELEVATION. 19�8.9t EG7UESTR/AA/ 1 -� - 1 - PROPOSED W 1 ! PAVEMENT SIIAL,I, NOT BE PLACED UNTII, ALL UTILITIES AND UTILITY (�ry�pA � � TRACT NO. 1 3644 LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED ALL ON-SI'L'L' a - TRA/L I - `-� R/W z - - I ! 7 /ZsV(5/ON 6-ZI-11 t1 !Z l_B - -- 18 9, os. W f IMPROVIMINTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND STREET IMPROVEMENT PRIVATE ENGINEER'S NOTICE TO COMPACTORS X 12 SLOPE uAR/ES - W ALL UNACCEPTABLE PARKWAY AND ROADWAY LRAPROVEMENTS ARE RE- REV[5/o Q4 6-Z� • & , 2:/ to 3:/ y �, s.�g• ' s,3g, z' a = MOVED AND REPLACED SATISFACTION OErt'I'11L CITY IiNGINEEI2. STORM DRAIN PLANS. ' CONTRACTOR AGREES THAT HE SHALL A55U1-0E SOLE AND COMPLETE_ RESPONSIBILITY FOR - I) 2 i Q N ! JOB SITE CONDITIONS DURING THE COURSE DP CONSTRUCTION OF THIS PROJECT, c/ / � 6'M/N. 2�M/NJ� I ! EXI�TINI(;1 N 7 33"/v" 0.2�i D.29' - O W I I RE1A1 ' f.,tN6 INCLUDING SAFETY OF ALL PERSONS AND PROPG2TY• THAT THIS RE UI REMENT SHALL L_� LO-73 �nq LEVEL LI11G :, v.lALL Ai a W ! TiTi.6 SHEET APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT L//�a B-C F. B'C- / d N I! R� ��,�•��' r-. F�� hDOC-1D /j,FET TKEE NOfC-Tj QV J�h[�Er� 3'F•F 4jV _ .0 ON OCL M 73 A( EX/sr/NG - . . q , e= „ o + +0070 B6 REMO VFD W �nrzrr5 4 .r~+a S fo /� THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLO THE OWNER AN THE ENGINEER FOOT/NG © Ia ° `° ' ° • \ -� _ ET L��� � N rAACT (4620 /0'v D`� ,,YpF[Sbjn`; APPROVED BY 7•'�' ti- !f LOCAT/ON CONST. A C'. F'A /E raE FfT 6 ZI FILL - _ /, / f DATE - - HARMLESS FROM ANY ANO ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERTR/Y'T 4"OECO/Y/_03EO SLOPE � ¢ -4 mi 4� /" i `?f ... . �`;� ""-`°''�"`-��='""`� /22a�/a GRANITE 3 CONST. 9AO PVMT. OVE /' to G ADDED UNDER SIDEWALK DRAIN ON SHEET 5, ti` 14 CITY ENGINEER R.C.E.N0.22397 THE PERFORMANCE OF WORK ON THIS PROJECT, E%CEPTING FOR LIABILITY ARISING 2 _ r ADDED CONST, NOTE 32 ON SHEETS I AND 5. -� 4"AGG BSE WITH APPROVAL :, '�` Cs t'' FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. THE EXISTENCE AND /� - EXISTING CORADE- AT 4-}00 OF SOILS ENGINEER �� '° ' pESI N CIVIL ENGINEERINGRECGMM N ED /�VYP/CLIL BE7W SrA./,00 17 Q DELETED GRADED SWALE AT TOP OF SLOPE -_ p = LAND SURVEYING P APPROXIMATE LOCATIONS OF UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE 'T 9TA, (ar/O. G�•DE 7U, I7 I! � ALONG WOODRIDGE DRIVE ON SHEETS 4 AND `� r OTE: THE PARKkvAY6RADES !3E/NG CONS RUCTEONOt^YARE I! I! LAND PLANNING' PIANS WERE DETERMINED BY A SEARCH OF AVAILABLE PUBLIC RECORDS.- THE CONTRACTOR ,/OiN TRANS/AONI TEMPO/PAf7✓U�y T/L GALT//);LATE/FUTU,t BETA/N/NG w4L4 14 p 5, BY C,P, LANGE ENGRS. 6-26-91 J.K. 1�� 1 ' • '' .. SHALL POTHOLE REFERENCED UTILITY LINES PRIOR TO CONSTRUCTION TO VERIFY EXACT A7�ivG� /S CONSTR!/GTED PER g GETA/L ABO✓E II 1>i ZI - •-+. BOPK W. 9TH $) .U LAND CA 91786 . (714)9469919 ADDED STREET TREES , CONSTRUCTION NOTE 1r DRA N !{ SHEET LOCATION OF SAID UTILITIES. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO TYPICAL SECTION - VISTA GROVE STREET :" 7. 1 6 AND QUANITIES TO SHEETS I , 3 , 4 and 5 / C + OF EXISTING UNDERGROUND UTILITIES OR STRUCTURE EXCEPT AS SHOWN CN THESE PLANS, BY C,P. LANGE ENGINEERS 6-21-91 JK �-� '7 L f � ' � •E.'NO.28022 '- SCALES NOftIZ. 1 l0' J VERT. l"= 4• T.I.-5' (1:72 THE CONTRACTOR IS REgUIREO TO TAKE DUE PRECAUTIONARY MEASURES TO PRDrccr � MY AUTHORITY EXPIRES 3/31/90 y CHECKED � DR WING NO. THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STR'JCTURES NOT INDEX MAP, DESCRIPTION OF REVISION DATE PPROVfO DATE - r9 /..' FILE NO. OF RECORD DR NOT SHOWN ON THESE PLANS. A" N AR P—= 0"7.00' , " -'5'40- - 0- HERMOSA AVE. SEE SHEET 2 �- TE: SEE STORM DRAINL FOR CONSTRUCTION CATCH I LOCAL DEPRESSIONS CONTRACTOR AGREES THAT, HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS'.DURING THE COURSEOF rPROJECT. INCLUDING SAFETY OF ALL PERSONS a PROPERTY: a. REQUIREMENT s APPLY CONTINUOUSLY AND NOT BE D.. NORMAL WORKING HOURS: AND l: THE CONTRACTOR a DEFEND,AND HOLD THE OWNER AND r HARMLESS • ANY AND ALL a;ILITY. REAL it ALLEGED. THE PERFORMANCE OF WOR • PROJECT,C FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINdER. THS -EXISTENCE AND AP?ROXIMATE LOCATIONS OF UNDERGROUND UTILITIES OR.STRUCTURES SHOWN ON THESE PLANS WERE DETERMINED BY A SEARCHAVAILABLE PUBLIC RECORDS. N `a N'' SHALL POTHOLE REFERENCED UTILITY LINES PRIOR TO CONSTRUCTIONTO VERIFY EXACT UNDERGROUNDLOCATION, OF SAID UTILITIES. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING STRUCTURE EXCEPTAS i PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEy • TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURESO IF RECCRD OR NOT SHOWNON THESE PLANS. ryYYr+. 3 4 ZZS NATE e E.r/ST//VG WW L AA IV FOOT/NG TU d,E RE,M!? VED AT r1leEE OF FUTURE 11wRROYE/YIENrs A/V® RECOAY,STF,'!/CTEl7 AT i-oWER GRAoE 1=140/4 .STA. 0,1-50 to /,'00 AND STA, to f/0 to 6 Y160 CONSTRUCTIONi' P fal REMOVE EXISTING & BUTTER CONSTRUCTCONSTRUCT LIMITED ACCESS CURB PER STD. NO. 902 T AND BASE PER TYPICAL SCTI CONSTRUCT CONCRETE CURB _s GUTTER PERT • NO. tire' us CONSTRUCT CONCRETE LI~; PER STD. NO. 310 CONSTRUCTTE DRIVEWAY APPROACH PER STD. NO. 305 (X=5'v W=22'v UNLESS OTHERWISE NOTED) UQ INSTALL.5800 L STREET, LIGHT Ul INSTALL STREET NAME SIGN PER STD. NOU, 401 AND 402 Q)4 CONSTRUCT BARRICADE AND ENDOF STREET 1'1 PAVEMENT PER STD. w 404 4 405 INSTALL R-1 SIGN (STOP SIGN) PER STD. NO. 402 (�7) CONSTRUCT HANDICAPPED RAMP PER STD. NO. 310 INSTALL TURF BLOCK INSTALL. 15 GALLON EUCALYPTUS MACULATA AT $® O.C. PER STD 6U1 AND NOTES HEREON. .,.. b ............. a......... . Z. C VERT. //— rLAN � , m _ a :K M ° FUIURE- 48" SDN a EXIST. DEDICATION 0° SAN BERNARDINOCOUNTY PER . 19/75 FLOOD CONTROL DINT. E TP R /17O.R. SEE T 6 FOR NSTRUCTION FTEMP RARY o gx; DESILTING FACILITY u D cr- CD-muf9to -j F,wto.1mI i w 111 mrT kip Til A,3 CONSTRUCTION NOTES FOR STREET wr EES1. ALL STREET TREES ARE TO BE PLACED IN ACCORDANCE WITH CITY STANDARD 601. 2. ALL STREET TREES SHALL BE STAKED AND PLANTED ACCORDING TO CITY STANDARD 605A OR 6056 AS PROXIMITY TO HARDSCAPE DICTATES. S. BACKFILL MIXTURE OF BE PER RECOMMENDATIONS OF AN AGRONOMIC S REPORT r r ".i INSPECTOR. i r: x i rEET TREE SHALL PLANTED WHERE THE CENTER OF TRUNK CLOSER l THREE FEE7 TO FACE OF •`i UNLESS OTHERWISE NOTED. 5. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE ENGINEER. Fx_ sl ing qrE4- xpq A lot AWFIANA BY THE to", OW-40Pnp F.NO vs—, to 1440 off BVI EW F V, f 0 V, ', i MWAY 1A 1 Ig -Wes iY in swis now! m V� I F, "'Mft, iVzi hTs'll, AUR PHAWK WWOMP tA,41' ;A Ov, n ly,w, 14 0 A- 1$1 i a F"-, AA€ W' _f,iax SCALE: 184=401 00 , K=15* l %%0 L=27.1 a� I 0 00 ui 0 0 + 0 HERMOSA AVE. SEE SHEET 2 CURVE DATA 22019'1011 1000.00, 389.55' 2-201911011 982.001 382.541 2201911011 1018.001 396.561 2104411611 700.001 265.581 1301013711 718.001 165.131 21044'1611 682.00' 258.751 90000,001, 27.001 42.411 0 1193.72" 200.831 134.401 82.931 130.951 27.001 PRIVATE *INEER'S N0fICE TO CONTRAPTORS 4. NO STREET TREE SHALL BE ANTED WHERE THE CENTER OF THE TRUNK IS CLO R THAN THREE FEET CONTRACTOR AGREES THAT HE. SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR (3#) TO THE FACE OF CURB, UNLES OTHERWISE NOTED. JOB SITE CONDITIONS DURING THE 06URGE OF CONCTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SI-IALL 5. ALL STREET TREES ARE SUBJECT TO PECTION AND APPLY CONTINUOUSLY AND NOT IBE LIMITED TO NORMAL WORKING HOURS: AND THAT ACCEPTANCE BY THE CITY ENGINEER, THE CONTRACTOR SHALL DEFEND,, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER. HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERF MANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING, FROM THE SOLE NEGLIGENCE OF THE, OWNER OR THE' ENGINEER, THE EXISTENCE, AND APPROXI , MATE LOCATIONS OF UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE,' PLANS WERE DETERMINED BY A SEARCH OF AVAILABLE PUBLIC RECORDS. THE CONTRACTOR SHALL POT I HOLE REFERENCED UTILITY LINES PRIOR TO CONSTRUCTION TO VERIFY EXACT CONSTILUCTION BENCHMARK NO. I BEST OF OUR KNOWLEDGE, THERE ARE NO LOCATION OF SAID UTILITIES. TO THE 2 INCH IRON PIPE WITH,BRASS.CAP STAMPED EXISTING UNDERGROUND UTILITIES OR STRUCTURE EXCEPT AS SHOWN ON THESE PLANS, CTR. SEC.' 23, T 1 'Nj R 7 Wi L'.S. 3002 THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT 1978, IN THE CIRNTERLIRE,OF HERMOSA AVE. THE UTILITIES OR'STRUCTURES SHOW, AND ANY OTHER UTILITIES OR STRUCTURES NOT AT THE S. BOUNDARY OF TRACT NO.. 12237-1 OF RECORD OR NOT SHOWN ON'THESE PLANS, ELEVATION: 1948-94. PIE I M PRIM A3 -7 ADDED STREET TREES CONSTRUCTION NOTE AND QUANITIES TO SHEETS 1, 3 4 and 5 , BY C.P. LANGE ENGINEERS 6-21-91 JK o. C 42397 DESCRIPTION OF REVISION Exp. 3131/92 A NO. 13 6 44 I 1mt;E.T PLAN'' E DRIVE., w 00DRID C"i_ I loom DATE &5 A 2397 • 4; OMMfND P REC ED' my."INEERS s/11/88 No C �8022 tDRAWN SHT L OF. cl V f2h CHECKED x"f1;]bA7M*j or DRAWING NO. ( J / A II 1960 PRIVATE ENGINEER'S NOTICE TO CONTRACTORS If CONTRACTOR AGREES THAT HE SHALL ASSUME/SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PEF30NS 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 THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. THE EXISTENCE AND APPROXIMATE LOCATIONS OF UNDERGROUND UTILITIES OR STRUCTURES SHOW'1 ON THESE PLANS WERE DETERMINED BY A SEARCH OF AVAILABLE PUBLIC RECORDS. THE CONTRACTOR SHALL POTHOLE REFERENCED UTILITY LINES PRIOR TO CONSTRUCTION TO VERIFY EXACT LOCATION OF SAID UTILITIES. TO THE BEST OF OUR KNOWLEDGE. THERE ARE NO EXISTING UNDERGROUND UTILITIES OR STRUCTURE EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. RIVERSIDE BLUEPRINT � RIVERSIDE, CALIF. 19+00 LOT G TRACT! Z0 O r PI = 1951,10 2 IN IRON PIPE WITH BRASS CAP STAMPED - 'T ' AoDCD COA85mC PAA1A S, 3'reCCr TQEE5 ,4 D 0krcr ADgm , 27.00' CTR. SEC. 23, T 1 N, R 7 W, L.S. 3002 t / Q APIAKatiC14, CONST. Norc-5 oNSH,64M*.AND 5 6Y L•E.N. # �- 557 1978, IN THE CENTERLINE OF HERMOSA AVE. I CURB STATIONING v v AT THE S. 13OUNDARY OF TRACT NO. 12237-1 L Z 56023'50" 58.00' 57.09' 101,00* 10000'00" 102.00' 17.80' 8.92' .17.8 43.59' L =831 75.00" ID 57.09' 26.07' p 2=65.61: m Z 3 O OD 1,950 0 .. I N U EL irj' IO ja cD ' O' c ° c TOP OF E. Lo (y ^ c' 1 9 6 C r oi0o _00 v � --°j ci o ,.•�, — + , ,LEFT L.EP T w ..... p r� - �I �. Y + EXIST. GN _�W fid- y1. ar '0 + 009 It n e -N N— [n c0-�m —ir N � mC O, 07 O N — ^ V \ to \ tD \ 10 N N cu + : JOUNDN to Ql 0) — rn m — NC4 m _ _ rn _CD m' _ n — S = 0.0040 m m + ' w CROWN LINE '- N S 0y cu N w W + tJ O + S=0.0170 O my 0.74% N QZ N O mr co T Mu. N Ot N Ir so 0 yr r- O) cu ch IOf0 — d.oN Of m Ia m cu OD N N 1960 PRIVATE ENGINEER'S NOTICE TO CONTRACTORS If CONTRACTOR AGREES THAT HE SHALL ASSUME/SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PEF30NS 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 THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. THE EXISTENCE AND APPROXIMATE LOCATIONS OF UNDERGROUND UTILITIES OR STRUCTURES SHOW'1 ON THESE PLANS WERE DETERMINED BY A SEARCH OF AVAILABLE PUBLIC RECORDS. THE CONTRACTOR SHALL POTHOLE REFERENCED UTILITY LINES PRIOR TO CONSTRUCTION TO VERIFY EXACT LOCATION OF SAID UTILITIES. TO THE BEST OF OUR KNOWLEDGE. THERE ARE NO EXISTING UNDERGROUND UTILITIES OR STRUCTURE EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. RIVERSIDE BLUEPRINT � RIVERSIDE, CALIF. 19+00 LOT G TRACT! Z0 O r PI = 1951,10 2 IN IRON PIPE WITH BRASS CAP STAMPED - 'T ' AoDCD COA85mC PAA1A S, 3'reCCr TQEE5 ,4 D 0krcr ADgm 42.41' 27.00' CTR. SEC. 23, T 1 N, R 7 W, L.S. 3002 t / Q APIAKatiC14, CONST. Norc-5 oNSH,64M*.AND 5 6Y L•E.N. # �- 557 1978, IN THE CENTERLINE OF HERMOSA AVE. 131.22' A550c1ArL-5 ro-2r•C9- v v AT THE S. 13OUNDARY OF TRACT NO. 12237-1 L Z 56023'50" 58.00' 57.09' ELEVATIONt 1948-q4, _ 10000'00" 102.00' 17.80' 8.92' y. ID Z _ Z m Z 3 O OD m1Z O 3 .. �. . 0 0..30.. �' O .� st• l.. — !r '. _. ..... [D 0- y1. . '0 �� —ir N � mC N L) + : r^�J m Ql u3 v + + o m m + ' v CROWN LINE '- N C) cu N w . + tJ O + ti- O 0 N N QZ N O Mu. N Ot N cu ch oj in cu rn u7 — h_ rn rn N rn m n m = 0.0040 — Q � — 5=0,0114 — ~ ttt^^^EXIS .GROUND W a tn3 m v� z ImH W Im r ,0� to CL V-: 0 W T 40' VC L=69 89' 85,54' < Z ro H I N yN.. ? Cl U W J m0 I v O U In C3 d I- oo N r t o Ou oIII o \ m TOP OF W. CURB00 — N N tt o a zD ._� EXIST. GROUND rn Q O N rn — S = 0040 S = 0.0040 � rn _ N _ _ 9 _1I I 1 CURB RETURNI 20+00 21+00 Lar 7 TRACT /6320 SCALE: 1"=40' .c, DOWNDRAIN (3' WIDE c 5 a �S 47 , NZa ° 4' TRANSITION ;. 5J D LK• ST. cT. VV=r✓ TYA ® DELETE PROPOSED RIW - i1 MATCHLIP 200 23 PROFILE - SCALE HORIZ. 1" - 40' VERT. 1" = 8' L 2 IN IRON PIPE WITH BRASS CAP STAMPED - 'T ' 23+ 24+00 24 ryti 22 Q 1/o $EE SffCG? / fdf 5?RC�T i�LC Nail -S . TRACT BOUNDARY °� ti ONSTRUCTION NOTES FOR STREET TREES 9 A Qo. TYP. 5 -3 • • I. ALL TREET TREES ARE TO BE PLACED IN 2 9 ACCOR NCE WITH CITY STANDARD 601. 9 • 1 2. ALL STIR TREES SHALL BE STAKED AND PLANTED 1p1� ACCORDING T ITY STANDARD 605A OR 6056 AS • PROXIMITY TO H DSCAPE DICTATES. \` b� 3. BACKFILL MIXTURE 0 LL STREET TREES SHALL BE PER THE RECOMMEND A S OF AN AGRONOMIC SOILS 9 REPORT FURNISHED TO TH CITY INSPECTOR. 2 I 4. NO STREET TREE SHALL BE PL TED WHERE THE ' S TYP. CENTER OF THE TRUNK IS CLOSE THAN THREE FEET <+� 0 (3') TO THE FACE OF CURB, UNLESS HERWISE NOTED. e 75 5. ALL STREET TREES ARE SUBJECT TO IN CTION AND ?' ACCEPTANCE BY THE CITY ENGINEER. 9 z o V) k a e CROWN LINE 9 �) I9 20 u S A. 19+86.08 SEE SHEET 4 WOODRIDGE COURT 1111", CONsrK�T �RNc APPRmCN Ty>� R -L PE�c cry STD, /o/ ' S e) 3 .� { ! fir- 5I 0lA(JVtlT CUM&Lt ABPA/AJ 06C G/rY 3-M, /07-A cW-3 J �exP o6/3g�a�• �� ��� CONSTRUCTION B$NCHMARK NO. 1 A >' L 2 IN IRON PIPE WITH BRASS CAP STAMPED - 'T ' AoDCD COA85mC PAA1A S, 3'reCCr TQEE5 ,4 D 0krcr ADgm 42.41' 27.00' CTR. SEC. 23, T 1 N, R 7 W, L.S. 3002 t / Q APIAKatiC14, CONST. Norc-5 oNSH,64M*.AND 5 6Y L•E.N. # �- 557 1978, IN THE CENTERLINE OF HERMOSA AVE. 131.22' A550c1ArL-5 ro-2r•C9- v v AT THE S. 13OUNDARY OF TRACT NO. 12237-1 13.26' 56023'50" 58.00' 57.09' ELEVATIONt 1948-q4, _ An CURVE DATA L T' 96°00'00" 27.00' 42.41' 27.00' 79°33'27" 50.33' 69.89' 41.90' 197051'11" 38.00' 131.22' --- 25044'59" 58.00' 26.07' 13.26' 56023'50" 58.00' 57.09' 31.10' 10000'00" 102.00' 17.80' 8.92' CONSTRUCTION NOTES OCONSTRI CT AC P'AVL-I'EIV"I- AND SASE PER TYPICAL SECTION Ob CONSTRUCT- CONCRETE CURD g GUTTER PER STD. NO. :O_: A0 ® INSTALL STRa7TAZ6 PGC LEG[ -'ND A/YD NOrLa5 ON SHEET /, A8 CONS I'RUCT CONCREI E S I DEWALI' PER STD. NO. OCONS(1iU(:T CONCRETE DRIVEWAY APPROACH PER 6-11). NCI. 05 L X -=P' ' . W=22', UNLESS O HERDI:[ SI. NOTED) 10 1'NS"TALL. 5800 L ` TRE:EF LLGfLT ® 32 CONSTRUCT UNDER SIDEWALK DRAIN PER STD. N0. 507 A17gA:'37S1C?esµ//�y,� �z.FlisL�'D'�� �pta�-IIJC-7oN . Lars C,> -1 C� TV f>/7 1&p3za (_YL vac tori,- 9 L(r/3 ADDED UNDER SIDEWALK DRAIN ON SHEET 5. ADDED CONST. NOTE 32 ON SHEETS I AND 5. DELETED GRADED �REV151ION 4 6-26 X11 SWALE AT TOP OF SLOPE ALONG WOODRIDGE DRIVE ON SHEETS 4 AND 5, BY C.P. LANGE ENGRS. 6-26-91_,1.x. / ADDED STREET TREES , CONSTRUCTION NOTE 33 AND QUAN171ES TO SHEETS I 3 , 4 and 5 ti .Tti BY C.P. LANGE ENGINEERS 6-21-91 JK a u.a �!Lr. 1"23D1 C-1 ,, DESCRIPTION OF REVISION CI Y 1„3 Exp. "Ii31/92 < y';=,+f DATE APPROVED Jp Civ;�.;t' rE � L �CITY OF RANCHO CUCAMONGA' REvrtroNp-zi-yr TRACT NO:, 13844 STREET PLAN , ,WOODRIDGE COURT APPROVEDBy` DATE '4 �,�"3r7 CITY ENGINEER w t Vq R.C.E.NO. 22297 DESIGN CIVIL ENGINEERING RECOMMEN - ED J • K. - LAND SURVEYING ^/ �Qy LAND'PLANNI NG ooA DRAWN 840- W.9T .. UP ND CA 97 86. (714)946-9919 heli SHEET N0.28022 5 OF 6 Y AUTHORIT EXp.•!R /37/90 DRA 1N 3NQ. _1 GO DATE. FILE NO.