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HomeMy WebLinkAbout1460 GENERAL NOTES CONSTRUCTION PLANS FOR 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 60/7"701J. . CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND SPECIFICATIONS . 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS , VALVES. FIRE HYDRANTS, Ez'c SHOWN OR NOT SHOWN ON THESE PLANS ►JITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACE�"T STREET I MPROVEMENTS TRACT 13945 AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED. RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA . 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL IN T CITY O RANCHO C 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. 4 , A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCHROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY . 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PREPARED FOR : PAVING STAKES SHALL BE SET AT ALL HINGE POINTS. EDGE OF PAVEMENT CITATION B POINTS WITHIN 0. 01 FOOT OF SUB-GRADE ELEVATION AND AT NO MORE THAN 50 FOOT INTERVALS . ADDITIONAL PAVING STAKES MAY BE 'REOUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS . 17731 IRVINE BOULEVARD 6. ALL SEWER , WATER. ELECTRIC, GAS. PHONE OR OTHER UTILITY TUST I N . CA . 92580 LATERALS , MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (7141731 - 0141 7 . COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED - - - - - - - - _ _ _ _ _ _ _ _ _ AT NO COST TO THE CITY OF RANCHO CUCAMONGA . A WRITTEN REPORT WITH HIGHLAND AVENUE cn THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR cn APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING . - - - - - - - - - - - - - - - - - - -, - - - - - - - - - W 7 � U 0 't BENCH MARK : 8. AT THE COMPLETION F AMATERIALS 0 PAVING. REPORT SHALL BE �- SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS Q �� COMPLETED TO VERIFY STABILITY 0 I L CONTENT AND GRADATION OF ASPHALT CITY OF RANCHO CUCAMONGA BENCH MARK NO . PAV I NG . r z 158 CHI SLED [] .. SEC CONC . BASE , STATE 0 L) „ x OF CALIFORNIA , DIV . OF FORESTRY SIGN , 9. PRIOR TO INSTALLATION OF ANY PAVING , A MATERIALS REPORT SHALL 26 27 28 29 30 ZAVE . AVE .31 z 6696 ETIWANDA A ✓ BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR 32 33 �+ ES0 . OF HIGHLAND S 34 35 W o � DETERMINATIONS TO VERIFY: SIEVE ANALYSIS AND SAND EQUIVALENT OF cr W �o AGGREGATE BASE AND R -VA UES. � L NATION1393 . 973 c 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND W ; �_ PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL) . 11 . WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH - CONSISTS OF A ROCKY MATERIAL , THE SUB-GRADE SHALL BE PREPARED BY _ -REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL I TESTONE I _ - - -- - - - - VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF PLACE 2 A QUALITY BETTER THAN THE NATIVE MATERIAL . 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE. A SOILS L®L 25 STER I LANT REGISTERED BY THE E .P . A . FOR USE UNDER A . C . AND P . C . C . 1 6 1 5 I ESTIMATE OF QUANTITIES AND CONSTRUCTION NOTES SHALL THEBFULLNIFORMENTAPPLIEDDTH PAT THE MANUFACTURER' S RECOMMENDED RATE PAVING . j ,W 6 5 W NO. DESCRIPTION QUANTITY UNIT FOR a J 1 CONSTRUCT 3" MIN . AC OVER 4" MIN C•L.12 A15 PAVII.IC6 i7 �o 5Q.FT 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR 2 CONSTRUCT 8" CURB b GUTTER PER CITY STD . 303 THE CONVENIENCE OF THE DEVELOPER , THE CONTRACTOR SHALL MAKE HIS 11 � _ 4i090 L.F. OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A I 3 CONSTRUCT 4' SIDEWALK PER CITY STD . 310 & 311 BID . ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT 4, 0'74 C_•F. SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE 24 17 14 I 4 CONSTRUCT HANDICAP RAMP PER CITY STD . 310 5 ea. CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK . 7 4 5 CdvsTcuGr DRIVE APPROACH PER CITY STD . 305 Iu=►cam', x=3' 3S c8. 14 . STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 6 INSTALL STREET SIGN PER CITY STD . 401 a aPr CITY �KSPxrGit 3 401 AND 402 SHALL BE INSTALLED AT EACH INT'�SECTION. t a. 7 INSTALL STOP SIGN PER CITY lt`S�� ��x• 2 es. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM 23 � 8 13 4 � INSTALL STOP AND STOP BAR RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMMISSION 8 3 I 8 2 ea. DISCOVERED DURING CONSTRUCTION . UPON REQUEST THE REQUIRED PLAN 9 ADJUST WATER VALVE COVER TO GRADE /n e'v. REVISIONS SHALL BE PROMPTLY ;UBMITTED TO THE CITY ENGINEER FOR APPROVAL . I O ,W 10 INSTALL ST . LIGHT 5800L BY SCE PD BY DEVELOPER 20 eINSTALL BARRICADE PER CITY STD . 404 a. ru03 16 . WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT. CLEAN, W 1 e8. HAZARD FREE , ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE 22 19 129 2 0 INSTALL REDWOOD HEADER PER DETAIL HEREONCLEANED UPON REQUEST OF THE INSPECTOR . 1 ( 13 INSTALL P405 LAt-k_ TREE PER CITY STD . 605A /¢ e8. 17 . CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO11 EXCAVAT ION.ALSO CONTACT UNDERGROUND SERVICE ALERT AT 1-800-422-4133 P < 14 INSTALL PLATANUS ACER I FOL I A TREE PER CITY STD . 505A I F_ 1 5 INSTAL... UyM7,61V WVA-0---V RAI N MK C I ZY 017*7 _*t C'7)W=3 ,L= 15' 1 �. 16 INSTALL MAGNOLIA GRANDIFLORA TREE PER CITY STD . 505A 70 C8. 21 20 � � � � 17 INSTALL LIQUIDABAR STYRACIFLUA TREE PER CITY STD . 505A of ed. 16 CONSTRUCT ROLLED CURR, FER GITY STD. 30Z Z4- LF GRE�NST NE DR. - - - - I I INDEX- MAP ` t I I ISCALE : _801 , zK EXISTING STREETS TRACT: 13063--*" 1 owF�. u� IZ78S I RANCHO C UCAMONGA ' 1 601 R/W ,-a/.� 01 �sT tz/�✓ 1. t+1 L s_ SZ�NS-r RR T-emUCT{ON NOT65 FO tm-rct5"tREET TREES v-z >= W ITN ga CITY 'iTAhtOfaitD Ce O1 . 30 30' ' JI -cI 2. /►LL TRS_ES &.=1m T+o IE ST*'K'R.D �LtiKTLp �►.cc.olt�I NG.TO G IT Y W �• •••••• 2' ' ' 1 12.' 12' 1 I ( t.T S.N p Ott 17 O o S /► GoSa ,�S PRD>tl hrt tTy To►41�RDSCAFrc O1GTAt EU. AV _. "5. SOIL I-WEV TILIZL-MoM o,ND C.ONDITIONINC& %M-LL SM i!r i6.Gc.olirDSNGG 4' Z1 4 4 2 x OI Z' 1 �•S, W ITH SBc . 212-I,i OF Twre s'r�NDsftD S�eIFIeeT10NS Fp itPt78LIG CITY \ ,J M/oeKS Mk-rW e.Kz = oe••,1,A soles Ak,rrS -ro EMTs swo.tt sF- DESCRIPTION OF REVISION DATE LJ SITE > 0.2�� = O•>� USED WITH INE- rtLT1O of 1 P..RT OecnNlG AME►1DMEh1r5 TO 3p�.QTs Na.TI�/E 11 1� 11,' SOIL. 4,LL AMENpM�NTS 4TZE T-o BET'1•loeouaMLY MIXES P1Cior. T'p APPROVAL ETtWArxsA _ - _ :=7z I.,o.,- ,� •�_ Fe¢Ttt_tz O.TiOPI o>* �-,- ,- Sta6 Ll V_ �� THL REc.o M_ CITY 0 F RANCHO CUCAMONGA FONTANA .r. pI MENpa.T'IorIS of AN A4RONOM�c� SoiLS KEPot•T FURIdISHlD To -r ,ice :'.•r �4 J G ITY INSPBc"-rcr_ VICTORIA J. ST 3 1 3 3 � 5. No STe�T'1't�� 51{►L.L 6� fLI.NTEp WHESLE_TtdE. E.t`1Z'E�oF-TF(E "r QVHksG IL..OSgTA VKlJTm>efrmczICs')_r.�TE H• Fs>.cSofT}{cm STREET IMPROVEMENT PLANS . a TYPICAL SECTION z Z TYPI C AL SECTION Qc. GUe$� �µ�-�-SS oT��w,s,� ALL S'fRP_ET TWmES 4QE Sbj6 tEG-1- To 14SYF�TtON AA ND ACGEP'[p.IQG� N.T. S. N.T.S. BY-r KIP= C-ITY V=-"C.I K�sr.. TITLE S VICINITY MAP EGGLESTONE PLACE STARSTONE PLACE FLAGSTONE PLACE TI =5 R.= 7 1 T I•= 5 NO SCALE WHITESTONE PLACEF - 71 TRACT 13945 INSTALL 2x4 RE"flWe5CV}{�,� THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES , ` APPROVED BY : - DATE CONTRACTOR - - AGREES THAT HE SHALL ASSUME SOLE RESPONSIBILITY FOR JOB CONDUITS , OK STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A ucQ Pav1N� • `` '` SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT , SEARCH OF THE AVAILABLE RECORDS . TO THE BEST OF OUR KNOWLEDGE , THAT THIS THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS . t�.,� CITY ENGINEER R . C.E . 24` 53 INCLUDING SAFETY OF ALL PERSONS AND PROPERTY ; - REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO o. DESIGN / RECOMMENDED WORK I NG HOURS , AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD �� � 41:MLuILSON b ASSOCIATES CIVIL ENGINEEkS LAND F,ikbEY0k5 �./�- J.r'1 W. D. G. A HOLD THE OWNER . THE CITY OF RANCHO CUCAMONGA AND THE ENGINEER OR NOT SHOWN ON THESE DRAWINGS . IT SHALL BE THE CONTRACTORS i 223 NORTH FIRST AVENUE HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED . IN CONNECTION RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES L-1xtx12 sTace� " DRAWN UPLAND, CA 91756 � q- c.c. (714) 955-zees SFIEET WITH THE PERFORMANCE OF WORK ON THIS PROJECT . EXCEPTING FROM CONCERNED BEFORE STARTING WORK . CONTRACTOR FURTHER ASSUMES ALL LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE CITY LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND UTILITY PIPES , D>=TAIL . OF RANCHO CUCAMONGA OR THE ENGINEER . CONDUITS . OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS . REDWOOD HF.ADE - DATE:_p' OFA_ CHECKED Om M. WILSON DRAW I NC NO . 17788 // EXP. 6/30/,3,_i, JOB NO. Q9 3� 14-60 0 OF 1 - f Pt = t3`�I•G4- 8 O U p n H G U 8 00 O 0 L1 + 8 � . � o M Z 100 V C stn + o F! L; -K N PVI 1403.30 - cu . .V _- - M - -- _ to cm n1 O H M < � - ! O O \ N NM NM F- M l- 61 -j, v O a to l U O 1- tt1 r o U o 'EXISTING GROUND SURFACE 'NO- R _ _ O _ tlo - O _ _ n F- U - � u► +- - 3 r o 1 91 LEFT + N d• M to t) ^ + ~ -N N 1-- LO O ,Pa S'• O . ri - off} w (A TOP OF WESTERLY CURB 'vc 1406 LEFT - ----- - - _ _ _ _ _ _ ,�=Qs * 1 < 0 4 . N INDENTICAL PI �3ot. � � � - - - - __ _ c" to � � < o N tnO J00 O O O O J O n ©1 1n N U 0 in In U - Q 100' VC _ �La�t• p rn i° °' K1 of $1 PVI- 1403 . 10 - v►-i < rn � � _d� -,� H M H 0 _ vO' U- ,DSS �i• o�_(1 d1 c? eM nr ' _- _ _ - - - o S 17o .oo ftpo� h �040 0 o 0 "10 No o J Oo M IA U o 1391 C.L.+ Nt )M -j CUU O`erp � 0+ W) U EXISTING GROUND SURFACE C.L . _ ` -_-- - - _ - - - - - - - _ a' Ot 1405 C.L. o < o� 0 N w rnrn _ n -co cn cn 1 e c. - - - _ _ _ d----` � N •� 8 O oo O FINISHED SURFACE AT C.L. O U o ' O H • U _ tpto r °1 + 100, Vc 01 0 � � 1 V ID NTICAL < Rj e� 4t � PVI= 1403 .v0 Q� E v N r� ! � �+� tads U c-? fit-• 1,4,414- V 44 a Li o o - - - - _ a' fn cv �, 0 0 e _ 0111 U•- o �- F: F-- '- + ~ cc, "• �? N o o TOP OF EASTERLY CURB - - - - �- _ _ _ __ - 4, o - _ _ , >Q N 0 - 0 a o i i u� ; F' 00 i' �41•t1 = .44.S78 ,P- �� + T�.w9=D.007 ' - - _ s� 1391 RIGHT O w IfI - M t j 0 �_1�N F- O.G. �,G. ��• \ + (i 0.025 �L H � O M '9-4 M < O � o N� � � M Oto cn 4- 0 "��► o o 0 F` + < o . r) ^ `o + t � � - 00 to f _ 0 o r<i cn < a CO 1405 RIGHT - -0 cu _ _ _ f H _ O V� U cn co U O UD �- U Cr - - - - ` -- - - - - -- - - _ _ - - _ _ _ _ - _. -� Fc- O cn + e M n 1 RTtAI It�O�i t7 qj CO CD � ^ J IDENTICAL 0) n EXISTING GROUND SURFACE SO. R/W ' - - _ _ _ LT - - -- - - - - - - - - - .- - -- -► •- �\ `�� 8 ci o0 • U � O to cu Q1 !n PROFILE SCALE 10 I I 12 13 14 15 16 17 18 19 201 21 }-- 3 - v VERT: l in - O f t Q V v = v HORZ . , in 40 ft o 26 27 � 8 0��� 29 30 Qv �►� � � �o �o � 33 34 35 0 CO n ti co < 40'EMtR6E1JCY ,QCCE'SS EASEMENT 4p/,o�o _ 0 �� ��u �Z Peov1DED eY TR. 130C-3 CBec VJ 3 , '� ^! V �( �. q 5hee� 7 o 4J 2 . SrrtEET /Aw-roveAea-f/44y U 2 N U -v 0 � t V `! V Fat aEsi6,v�owG►*"/Z76 x e- 3 �i 3 q 0 M _ _ O �W ti Q p sM 1P v 41 \ t� +d P x VA vP (b �• - V � �4 �l (43 \� L=9985 99.00' - 99.00' ~ 99.00' 24 . 45' L=74 . 66 J3 L=99 up �� ,A +°�' to ra Nz T ��� \ Z 3 4 ■ ti L=56. 1 1 L-43. 17' �� L=48 + o rre: 50 . 94 99.06' 0 \ 99 10 t1 tD 2 9 T t0 T/. w oti. - ■ p 4 . 15 o� AY 12 11 ;�,� - _ l0 1 ,,�V� 9 --� 4 4 _ 0 ■ t . . V Q • d 4 10 ��v ` L=99. 58 ' STOP '�1 G �� 4 G`�1 QP �\ 53 . 42' O 3s� 1 48 . 0. 29 . 48' IL 1 1 9 . 30' e�`,° PV 2 t.° ^ w �- =a � °° -- ,�oto 6 = 147 . 73' ti 0 0;� U t p'►r•v O 8 ,__ - � L= 1 4 . 64' N3 L 47 . 76' •� 1 1 5 . 01 23 �� �• W f b N 0' 7 op p ,�3 s� v �j►•q �, + U f� + 30' 30 25 1 6 1 5 2 , 8' , 8' L) actN + 6CD 5 •mSTARSTONE PLACE �� SEE SHEET 4 l 3 _I �e EGGLESTONE PLACE FLAGSTONE PLACE CURVE DATA SEE SHEET 3 SEE SHEET 3 Curve Delta Radius Are Tangent DESCRIPTION , OF REVISION DATE APPROVAL Number Length Length CONSTRUCTION NOTES W PLACE 12' 56' 23" 442.00' 99. 82' 50. 12' 12. 25' 17" 460.00' 99. 73' 50.06' CITY OF RANCHO CUCAMONGA 1 1 ' 57' 10" 478.00' 99. 72' 50.04' PLAN AND PROFILE 1Q CONST. 3" A . C. OVER 4" C.L.3r AD PMvING (Mt�1.) O5 CONST. DRIVEWAY APPROACH PER CITY OF + 10 INSTALL STREET LIGHT 5800L BY SCE TO BE 89' 58' 59" 27.00' 42. 40' 26.99' RANCHO CUCAMONGA STD . 305 COORDINATED & PAID FOR BY DEVELOPER 90. 01 ' 01 " 27.00' 42. 42' 27 .01 ' O2 CONST. 8" CURB W/24" GUTTER PER CITY OF 4' 54' 45" 2658.00' 228. 75' 114. 45' W H I TEST 0 N E PLACE RANCHO CUCAMONGA STD . 303 © INSTALL STREET NAME SIGN PER CITY OF 11 INSTALL BARRICADE PER CITY OF RANCHO 2' 36' 32" 2632.00' 119. 85' 59.93' RANCHO CUCAMONGA STD . 401 & PER CITY I NS PL CTOR CUCAMONGA STD. 404 4' 54' 45" 2650.00' 227. 21 ' 1 1 3.67' STA 10+ 00 T 0 STA 19+ 91 3 O3 CONST . 4' WIDE SIDEVALK PER CITY OF 87. 22' 27" 27.00' 41 . 17' 25.79' ' RANCHO CUCAMONGA STD . 310 & 311 O7 INSTALL STOP SIGN PER CITY INSPECTOR �2 INSTALL REDWOOD HEADER w 94' 36' 34" 27.00' 44. 58' 29.26' TRACT 13945 1 00' 19' 12" 2632.00' 14. 70' 7 .35' ® CONST. HANDICAPPED RAMP PER CITY OF ■ 13, INSTALL i�t.� L^JCFA- STREET TREE 3' 32' 19" 2650.00' 163. 67' 61 .86' RANCHO CUCAMONGA STD . 310 4' 54' 45" 2232.00' 191 .37' 95.74' E ` - NSTA L STOP AND STOP BAR PER CITY OF RANCHO CUCAMONGA STD . 605A P f APPROVED BY : DATE - 8 INSTALL 4' 54' 45" 2250.00' 192. 91 ' 96.5r_ - I O9 ADJUST WATER VALVE COVER TO GRADE n 14 INSTALL. PLATANUS ACER I FGL I A STREET TREE Is 4' 54 45M 2268.00 194 . 46 97 .29, �tiE j� <"��; CITY ENGINEER,---*'I NEEf� R .C .E . 24953 O PER CITY OF RANCHO CUCAMONGA STD. 605A © 1 ' 22 25 2650.00 63.54 31 .77 /; F DESIGN �-✓��J RECOMMENDED ✓� It" `�«` `l- \/\N J.M.WILSON d ASSOCIATES JMW CIVIL ENGINF-RS LANo SORVEYORS t 223 NORTH FIRST AVENUE C t V UPLAND, 7 5T A StftEET'i4T�� 15 Gat_ DR RA (7 CA 2 ee r (NsTAt_L MAbt.lettA l3RAhtDt Ft.�R�C M '�) � (71 4) 905-2885 SHE�T R u-rr ot=RA t+o cuc�..�.t o uf•A s-rp. `o s I / A M O S/PCS 2 O F 4 INSTALL L44VU caA148AR s� R�t FWA, �Twrx--r msE 15 G4-t•- `J:`�_ DATE: Stilt - f rb ' - } CHECKED DRP,�i I NG NO . P -R ctr( oFRAt-FW177138 CONST. ROLLED CURB PEV- CITY OF RA.NCNO CUCa.MONGA, STD So?- EXP. 6/30/^3 JOB NO. 8931 v o 111 ^ ~ 10 cu { N to M H M _ NR TtJRRt 1�ROtJNtr W 'R.O.W. _ __ - - _. _.- -- -- .._ _.. .-- 7 7 - I ; N � INK 00' V w - PVI= 1400 . 86 V - +Z 4d hN TOP OF WESTERLY CURB �-- IDENTICAL p v PVI- 1387 . 11 0 v o '° o o o >~' (,•• W o 00 tiqpo v ' �- N. 406 NATURAL GROUND W. R.O.W. - r + p� O J U l H M d LEFT , - y ! V �98.0 VC =+� f _ - - ' $ n ►- - !` '- r) � ^ cv ~ v = - . oo TOP OF WESTERLY CURB oG t0 p• U ci + < p - N p � U IAF- O HM A1^ Nt0 M < O � � �•2 � �, - ' i• O � � V O U N r O c CO N O t j (` O L� O .�} p � + _ �, < 0 < p _ ^ - _ . 8 fly. N + O � ^ � M � M N � ��- - Z O � ' �O � O + i. * < 0 �" _ p IDENTICAL o �? + $ M w . la < n " NATURAL GROUND AT C.L. _ _ - - 0 W; �' + W 0 F- M . co F< ` In M° to P .8�- � o � $ pU oIA ^ In 1-10 U) - � O ` U to F- N < 0 1388 I" ; j 3Bn FINISHED SURFACE AT C.L. �`00 rrn o F-o , o O - M u' N to U) - - _ - - - R=/49� 100 VC PV I= 1400 .66, } � + ^ 001 - 0 < � � ^ 1398 LEFT 0 _ _ _ - TURA GROUND AT C.L. PVI 1386 .91 0 � � O o � Q � p -- � • N � Nr� NATURAL 140f ul o - o to • 0 < 0 F- ►'� J- �is �f' J h U < o F- M i ,r 'o cr U I' o ,� „ ,r `' v~, " C . L . "' FINISHED SURFACE AT C.L. 50' VC V • J o p + ♦ IDENTICAL po cv "� cw < o t' N� I_ZZ�� - PVI=97 . 80 O J IA U N < 0 U < O (A - I=82.SO � � O S p J N U O t0 � fA M7 M M O in � - - � 1 38O O -� O U ++ 0 ^ M < 0 - M O _ .- - O J �• O ! 00 U ID cp (DLEFT /•� b N L<.. M t" M NATURAL GROUND E. R.O.W. °; _ - _ - .- - 0 �' �= IDENTICAL o J + 10 \D •C 216 i U Min ^ < tT F- M to - to - `' _ TOP OF EASTERLY CURB - - o lci J '+ �' o < 0 v . Io ED ►? �, l•'t"1?. - _ _ _ _ too' VC °G 0 0 Cu U o N < � in ti � M _ 1398 C.L. 1386 C. L. . �f100 VC PVI= 1400 .86 c. `�V o rn � to M 1-- to c" ^ . - - PVI= 1387 . 1 1 0 < 0 Z o r ' ,� p 1 �} 0� ^ a < 0 M NATURAL GROUND E. A.O.W. - 1 394 0 �_ - p F- < W M - - tn RIGHT Q _ , - 8 � a �� 0 In I) * RIGHT In M TOP OF EASTERLY CURB _ - l 50' VC V =41-D z _ _ 0 o N � - o � cucuI- "' I- • ai '1.2;17' - i PVI=98.00 4 lk O O U D n M to < O • Ir _ - O o • U IAF- - � < 0 V o SF- - In < o U) ,2 o o o F- o co0 < 0 0 ID0 M ^ �" Min ~ wCD - - - - - - .- - - . 1 380 VI=83 .00 0o U �� �� >t° o to o0 .0 + F- M IDENTICAL + o + ON U) N � < � � -- C . L . 0 g + `' t � 0 to F- M N < rn _ 0 -9 _ o ~ � "' IDENTICAL Mm < rn ►<- °; O 1388 RIGHT Q= � B-� _ - - p N o p a p `� ^ � " �_� / 1398 RIGHT l ra"N p M CA °� < 111 M _ _ - Cp tV F- M M tL < M in � M PROFILE SCALE VERT : l i n = 4 f t HORZ : 1 I n = 40 ft 380 10 II 12 13 14 15 RIGHT 10 11 12 13 14 15 Inn! 3 w M 11 12 13 14 15 SCALE: 1"- 40' d b' � N , lam' PCtvIlT6 30' ' 30' W �RAIIk�CaC- fcsMr CUA 22 23 24 25 + w I 2I + 43 4r2 LLJ N W 00 '3 a 13 11 No . 92' �' V1 Q I CU a �p� + ods L=84 . 52 79.58' 73 . 49' .G0 U °D U EK. GEI�E/tA 0l. 2 O =84 .99' L=84 .70 N , Q U F%%'41 �eRo 0 L A n G N v7� _3 cl� 0 srite�r r�ee -Lc) - !1 + Q 43 O �u �13 � + '� + W CTpw`0 z7b _ 2 l p j ty� m Wo Y0 G i 9 10 W LL = t- n _ I w + +` _ os r E 1 4 54 . 88 FLAGSTONE m 9 .` - - 0 � Y N - - - 3 - o n Z _ { ►- o ,n a _ _.� _ �--� �� w 15+ 84 . 84 WH I TESTONE $ ��� o� I ,w o P " " �za4E 1 3 "' ' , �a1. ,�f _ ID L y.lA !o a° o i 0 8 u 0 04 U o t _ 5. L=84 .52' r 79.25' 76. 19' 9�. . . _ - -- 3 v+ LLJ N Q L-84 .6 C-t .STL c� -- ---- - -- --- - - -;- - - --- o _ L= 80 . 03' is I' 6 109. 24 �� • - o - 10 �. - - - = 80 16' 29'� 86 � 0 13 Z M •O N _ L G n p 1•1C ((v v b + GGLESTON - 42 I 5 . 82 E 3 7Y US L i r 4 10 00 as'I v ! c. 7 tit °r= 15 P. 8 9 - �:(.GEIJE*A tA4fue.o tO2i -� - _ _ T ,•, 10 w 1 1 + 98 . 1 8 WH I TESTONE Q ppp ; CLOre EE ZIZ6E(jot nto _ -� 13 2 `O .D •1�v'1 x. L=6. 8V' s' i 00 ' 11 10 c� N V CUeVE OATS • _ . Ucr ' Lv di , U 4' oo'os'r&' R= 22so' �= s.as r= r.-t2 Q U + V Z A= o0'02'o8" Q= 2232' L= 1.39' Y•= O.to9' In W m EXIST CURB •- = _ 843 L=84 . 52' 79 . 23'3 76 . 18' ' L= . 7 1 _,� a\ 7 2`?s ' ,0 �z � $ Co O 0_ 3 0, o(e• 30' 44'. Rs 2Z5o' L- 255.73' T= /Ze.o/' R1 -AND GUTTEF�1�- ' L=%8 . 03� l3 $a ± p O p 4 a= oma' �'a4" a=22ce' L= 257.78 r- X29.03 ,~, -, ` r • � o',r I, C-U21��_pS2A � CV c`V1) �• 5 d�= OG' 30'44" (2= 2232' L• 053.69' T- /?G.98' o co L= 25B.oc7' 7= 129.l4' i ty b V D=off,• 31'od: {z= 2250' L 7 :055.95 -T 128•t t' f" 10 9 8 7 6 W�* d) l �= Off• 31' 04 R= 2232 L= 253.90' T- 12?.09' D. N a- 00-0B' 21' R= 22&8' L= '5.51. T= 2.75 � ! 4' 00'0-S' IC; R= 22so' L= 3.45 r- r•7z' DESCRIPTION OF REVISION DATE CITY Q= oo' 02'OS' R= 2232' L= (•39 '(= O•(o9' = j APPROVAL J� ' 3 FLAGSTONE PLACE 20 19 I 17 16 CITY OF RANCHO CUCAMONGA _]8 i8 PLAN AND PROFILE + + N 4 i4 2 EGGLESTO E PLACE STA . 10 00 TO 1 . 8 EGGLESTONE PLACE CONSTRUCTION NOTES --` -` �� FLAGSTONE PLACE STA . 10+�JO TO 14+ 17. . 15 SCALE: 1"- 40' tO CONST. 3" A. C. OVER 4' 0L IC A.>� PAVING (MIN.) O CONST. DRIVEWAY APPROACH PER CITY OF INSTALL STREET LIGHT 5800L BY SCE TO BE © It45"T'4•LL VNVER51D6vJAA.K. DRAT 4 PER CITY STV- 507,w=3,►-=-15TRACT 13945 " " RANCHO CUCAMONGA STD . 305 COORDINATED & PAID FOR BY DEVELOPER ba 2 CONST. 8 CURB W/24 GUTTER PER CITY OF r�� APPROVED BY : DATE RANCHO CUCAMONGA STD . 303 © INSTALL STREET NAME SIGN PER CITY OF O1 INSTALL BARRICADE PER CITY OF RANCHO p ® INSTALL MAGNOLIA GRAND I FLORA (ST. MAr,Y) 15 Ga r- RANCHO CUCAMONGA STD . 401 t CITY 1NSMC-T•i7� CUCAMONGA STD . 404 PER CITY OF RANCHO CUCAMONGA STD. 605A °• jj;' FesCITY ENGINEER, ` R . C. E . 24 53 30 CONST. 4' WIDE SIDEWALK PER CITY OF RANCHO CUCAMONGA STD . 310 & 311 Q7 INSTALL STOP SIGN PER CITY tNSPEcTarz ® INSTALL REDWOOD HEADER •© INSTALL LIOUIDAMBAR STYRACIFLUA STREET TC'S . ;'� j��= DESIGN RECO"!MENDED J.M.NILSON ASSOCIATES t5 uL� PER CITY OF RANCHO CUCAMONGA STD . 605A A,T , , '. JMW viL FNGfNFfrS ^"° s"R�Fr°RS DGA 40 CONST. HANDICAPPED RAMP PER CITY OF ■ ® INSTALL �!s L^ E STREET TREE 15CA� C ►r >� <�` 223 NDRTH FIRST 4VENJF RANCHO CUCAMONGA STD . 310 UPLAND. CA 28056 8O INSTALL STOP AND STOP BAR PER CITY OF RANCHO CUCAMONGA STD . 605A F DRAWN nl+; 9e6-zees SHL-El 9O ADJUST WATER VALVE COVER TO GRADE 0® INSTALL PIATANUS ACERIFOLIA STREET TREE, ISGAt_ '; 11~ `? AMOS/PCS PER CITY OF RANCHO CUCAMONGA STD. 605A �" IFJ=' CHECKED '�O-N DATE: 0 . � •gRAWING NO . •� �i�} C.E. 17766 EXP. 6/30/63 JOB NO. &_sl -GHEE-7 3 of q ---- - 1 L-40.412 f 1 w y m `'• ` i n ID 4 ✓� < a°Do7Fi In 1390 ' PVI -1380 .27 NATURAL GROUND W. R.O.W. LEFT � t^µ s�o.ais _'TOP-OF WESTERLY CURB K N v $o VL °Z—o ci o �'. 10 ►_ / P 1=1389•�5 ,, W) U N H +O M M t7 10co > r °' mom ON � o < co � as + � < co � M + ^ • c� r � � � M M10 Y1r ' � 4 ? M IfNATURAL GROUND AT C.L. .n :> e Ir in 1390 LEFT C.L. PVI75' VC FINISHED SURFACE AT C.L.� .�� o � • O O J 100 ref .� N U + tj O O O 0 < 0 •G to < 0 � M 4380ILI C. L. y-- — 1 PROFILE SCALE v' 0 11 12 13 14 VERT: I i n = 4 ft HORZ: I i n = 40 ft w O V sc,�LE: J'=ao' O a + FA, wHrrssTosE �c.t W � 2 3 4 5 � Q tell, C) I z Z o CD U W �u3 �3 X73 0 N� Q 3 8 ti '. 04 o n w 0t F- 80.00' 80 . 00' 80.00' 80 .00' 75. 46 ,9`' N- 7 Q to I)ow 1 Bi Ib w 1 y . . r tJ0/N j3�$ a�� 1Y ,� u� � � F' RE�noVE 1C7C. ttEbWoo� LdFAb�R �, IAC. Q � � . � �� _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ = C►t�4( TD66Co1ST.PESL'�R13003_T_'i = _ _ _ _ _ _ = er i 'f" - - - - - - - - - - - ' vwG, No lz78, 5Nr. 7 = N II I _ II DESCRIPTION OF REVISION DATE ]APPROVAL. 1. STARSTONE PLACE CITY OF RANCHO CUCAMONGA_ CONSTRUCTION NOTES PLAN AND PROFILE 10 CONST. 3" A. C. OVER 4" GL.M k5. PAVING CMIN) 5 CONST. DRIVEWAY APPROACH PER CITY OF ® INSTALL STREET LIGHT 5800L BY SCE TO BE S T A R S T O N E PLACE RANCHO CUCAMONGA STD . 305 COORDINATED a PAID FOR BY DEVELOPER 2 CONST. 8" CURB W/24" GUTTER PER CITY OF STA . 10 +00•06 TO STA . 13+f)5 . 40 O RANCHO CUCAMONGA STD. 303 © INSTALL STREET NAME SIGN PER CITY OF ® INSTALL BARRICADE PER CITY OF RANCHO O© INSTALL MAGNOLIA GRAND I FLORA Cs;-, MARY)sTee�-re�, is ��•` O RANCHO CUCAMONGA STD . 401 & rER CtT`CINs cTo� CUCAMONGA STD . 404 PER CITY OF RANCHO CUCAMONGA STD. 605A TRACT 1 3 CONST. 4' WIDE SIDEWALK PER CITY OF 7 INSTALL STOP SIGN PER CITY INSPEC-TOR INSTALL REDWOOD HEADER • 7 INSTALL LIOUIDAMBAR STYRACIFLUA STREET TeEE, RANCHO CUCAMONGA STD . 310 b 311 O ® CONST. HANDICAPPED RAMP PER CITY OF 1 © INSTALL PO,- STREET TREE, 15 6 L- 15�-'4'-PER CITY OF RANCHO' CUCAMONGA STD . 605A T APPROVED BY : DA E RANCHO CUCAMONGA STD . 310 ® INSTALL STOP AND STOP BAR PER CITY OF RANCHO CUCAMONGA STD . 605A ^ 'ls4. /� CITY ENGINtEE� R . C. E . 2453 DESIGN RECOMMENDED G9 ADJUST WATER VALVE COVER TO GRADE O ® INSTALL PLATANUS ACERIFOLIA STREET TREE, 15 GA•L. C' 4t: J.M.WILSON i ASSOCIATES PER CITY OF RANCHO CUCAMONGA STD. 605A c. �w 0 JMWN�w �D — D&A MIL ENBINEFRS LAND St1kVEY0RS II;J `l x ' 223 NORTH FIRST 91 VE UE DRAWN (714) 985-2885 SHEET AMOS/PCS � g 4 of 4 v lt� .�� W DATE: f 8� y - TQC CHECKED r1 M. S; DRA,W-I NG NO. QF �CH��f� ' C.E. 17788 EXP. 6/30/9 JOB NO. l s NF E 7- BENCH MARK CITY OF RANCHO CUCAMONGA BENCH MARK x 158 CONSTRUCT I ON PLANS FOR A CHISELED "BOX" S.E.C. CONC BASE OF A STATE OF CALIFORNIA DIVISION OF FORESTRY SIGN AT 6596 ETIWANDA AVENUE, SOUTH GENERAL NOTES OF HIGHLAND. I . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE ELEVATION: 1393.973 CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBL I C WORKS CONSTRUCT I ON , 1"5 EDITION\klf 07 SUYPLEMEIM- 04TVACMR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND SPECIFICATIONS . 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETG , SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED. STRE ET I NP ROVE ME NTS I I I G1 11 AND AVENUE RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA . 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL IN T CITY O RANCHO C 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 . 4 . A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA / ENGINEERING DEPARTMENT PRIOR TO ANY ENCHROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY . 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER . PREPARED FOR : PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT CITATION B POINTS WITHIN 0. 01 FOOT OF SUB-GRADE ELEVATION AND AT NO MORE THAN 50 FOOT INTERVALS . ADDITIONAL PAVING STAKES MAY BE REQUIRED BY l CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS . f I 17731 IRVINE BOULEVARD 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY IJV I TUST I N , CA . 92580 LATERALS, MAINS. OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING . - Z [7141731 -0141 7 . COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL. W I COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA . A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR Q APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING . 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT ' PAVING. • rRoros�p E.R . � �_�- .� 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERM I NAT I ONS TO VER I FY.R-1A4LUE,SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE . r 10 . PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND T R_ ,rte c_ I 4 PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO I 2.7FINAL PLAN APPROVAL) . Zs Zo ao � 3z 'i 1 . WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH HIGHLAND AVENUE CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY s tet= REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF stt�t=T 3 A QUALITY BETTER THAN THE NATIVE MATERIAL . i 12. 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 . ESTIMATE OF QUANTITIES AND CONSTRUCTION NOTES_ SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER' S RECOMMENDED RATEINDEX MAP FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING N N0. DESCRIPTION OUANTITY UNIT". Q �-� c-;� IQ 1 CONSTRUCT (o" MIN . AC OVER -'+ MIN Cl, IC A� 1't�'JING i�,;;3 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR IBJ CALTRANS GENERAL NOTES •.,,JtWG P6rLVF THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS 2 CONST . 8 ' C&G 14 GUTTER] PERGALTIANS STD, I BA-;rl�nZo µDV 5 2 1215 L.F. OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A 1 . AN ENCROACHMENT PERMIT IS REQUIRED BEFORE ANY WORK MAY BEGIN GoK�T A•�• �Y�Ft'.Ay 0,20`MI�1l, BID . ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT IN/OR NEAR THE STATE RIGHT-OF-WAY. O 3 )-ESC _Ar =-l- =_4)., �,�I.,- Sea.Fr SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE 4 REMOVE EXISTING PAVING c Sa.Fr CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK . 2. ALL WORK WITHIN THE STATE RIGHT-OF-WAY SHALL CONFORM TO THE ADDITIONAL CALTRANS NOTES LATEST STATE STANDARD PLANS AND SPECIFICATIONS OR AS DIRECTED BY VE #� �.ett --T - T - _-- 14 . STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 1 . ALL RCP SHALL BE CERTIFIED BY A CALTRANS LABORATORY PRIOR TO THE STATE' S REPRESENTATIVE. W'40 �A =:!" = 401 AND 402 SHALL BE 1N�iT>4LLEV AT EACH INTERSECTION. JOB SITE DELIVERY . 6 CONST DF'lVEk/A)l AFtT ,e CAC r,PANS STD. NO. A&-A a= IV CASE A 32o SF 2 . MATERIALS AND SOILS SHALL NOT BE STORED IN STATE' S RIGHT OF 3. ACCESS CONTROL WILL BE MAINTAINED AT ALL TIMES (WORK INSIDE 7 INST. STTEET LIGHT g SCE, PD. 6y DEt/ELAPE�P(5/ZE AS 5AVwY� 7 EA . 15 . CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM WAY . STATE RIGHT-OF-WAY MUST BE FENCED OFF WITH NO ACCESS TO WORK AREA -- --- RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMMISSION 3 . ALL MANHOLE AND VAULT EXCAVATIONS SHALL BE BACKFILLED WITH FROM FREEWAY) . 8 A DJ05T N.N. C'O!/Ee V 6eADE 5 47A . DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN 2-SACK SLURRY . REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR 4 . ALL TRENCH EXCAVATIONS SHALL BE BACKFILLED WITH 2-SACK 4. NO EQUIPMENT OR MATERIALS MAY BE STORED ON THE STATE 9 ADJUST WATER VALVE COVER TO GRADE APPROVAL . CEMENT/SAND SLURRY OR WI7H COMPACTED CLII AGGREGATE BASE . RIGHT-OF-WAY. 10 GFKAVE TL-MpoRAV_y �RA.INAGT2:: c+-WNNEL Is5o LF 5 . A MINIMUM 2' APRON WITH A 12" CUT-OFF WALL SHALL BE 16 . WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, CONSTRUCTED AROUND THE TEMPORARY CSP DROP INLET AS DIRECTED 5. STRUCTURAL SECTION SHOWN WITHIN THE STATE RIGHT-OF-WAY IS FOR 11 CONST. 4" P;C: SIPCIAIALK PC,P CIT}/ STD. 3/0 e 3// 10,073 SF. HAZARD FREE , ORDERLY STATE THROUGHOUT CONSTRUCTION . SITE SHALL BE BY CALTRANS INSPECTOR . ESTIMATING PURPOSES ONLY . THE ACTUAL SECTION WILL BE DESIGNED BY CLEANED UPON REQUEST OF THE INSPECTOR . 6. COLD PLANING SHALL BE FULL WIDTH OF THE EXISTING AC . A SOILS ENGINEER AFTER NATIVE SOIL TESTING HAS BEEN COMPLETED. A 12 IN=STALL Type _X BARRIGAbE 'F K GAL-TRAN� IT'D. A 7` 1 7 Lr - CLEANED . A SEPARATE PERMIT SHALL BE OBTAINED BY SCE TO INSTALL TRAFFIC INDEX (TI) OF 10 .5 SHALL BE USED IN THE DESIGN OF THE TRAY- 1 3 GONST 8"A,G 1?iEKA(PE. CaGTRANS srO A/e-�4 7YPE .0 40 �= 17 • CONTACT LNo RrgQt, � Al lrRT STREET L I GH TS . INy ALLATI64 AND EWER6yC05TSQ,RE NOT STATE EICt'-_Mc1 S. . ELED WAY AND A TI PF 6 .5 SHALL BE USED FOR THE SHOULDER DESIGN . - -- - -- � I -800-422-4133 AND ALL REQUIRED � UTILITY COMPANIES 2 WORKING DAYS PRIOR TO EXCAVATION. 8. CoNSTRVCTION TRAFFIC ACCEss TO X08 s►T� zHAI-L be r-f;n t THE EAST THE LABORATORY REPORTS AND THE DESIGN CALCAULAT I ONS SHALL BE 1 4 1 N 5TAL_L- AeT�,L_ e>C-AM GvAP-y RA t�- F&K cALTRAtiIS M A7.7_C '78 LF ' t✓iIv SUBMITTED TO THE STATE' S REPRESENTATIVE FOR APPROVAL PRIOR TO THE - - - -- COANSTRUCT I ON OF THE STRUCTURAL SECTIONS 15 PLa�E A -FUSKMc?+ASTIG etU 1AL + 1TIz- L 1,.1E Cs�r s-tT4-) .3ooco 1_>_ 9• STREET LIGRVSC SNA,LL 15E 2Su16+I GLARE 5�1 IELDEp NtARC31✓LIT poL�S - -- - W1TH 6' MASTAKm SL'-T Z•S' Vc-441f�lD FAKE oiF r- t21v Az IU 16 PLAu-_ A,-%eFMOTIASTiG W_c& .DYELLD,J LINE Te>� MSU2�� TD Gi✓NTER OF P��-E. ' 6. ALL ,DISTURBED AREAS IN THE STATE RIGHT-OF-WAY MUST BE TREATED Y'°`zo-�s�- s±�= `�- L-F' Q F FOR EROSION CONTROL (HYDROSEEDING OR EQUIVALENT) . 17 INSTALL STREET StCnNS PER St64,llt6, PL�t4 (SGF-E sHT4)IIIIIIIIIIIIIIIIIIIIIillillillilljlllllllllillillillillillillI LS - Y m 7. THE RESPONSIBILITY FOR MAINTAINING EROSION CONTROL WILL NOT 18 PSE AeN 8"DI AC�at�p� -iTt�RMoPc�sTIL >7 YELI.c LIN E 115LF Z 1 ---- _ BE RELEASED UNTIL THE SEEDING IS WELL ESTABLISHED. THE Q CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF CALTRANS CLEANING sem Rew TYPI cA 3 �, �E-c�'IoN SHE>=T 33 a� ANY SILTED UP DRAINAGE STRUCTURES AND CHANNELS RESULTING FROM. OR 20 N° S q 3 ' a OC CAUSED BY. THE CONSTRUCTION PROJECT. 21 W 8. THE CONTRACTOR SHALL BE RESPONS I BLE FOR I NSUR I NG THAT 4 � STATE DRAINAGE FACILITY IS CLEAN AND OPERATIONAL PRIOR TO FINAL °- a`A- � ACCEPTANCE OF PERMIT WORK BY STATE . ADEQUATE CLEAN OUTS AND 4- Jp 3 v ACCESS OPENINGS SHALL BE PROVIDED FOR FUTURE MAINTENANCE AND 18, 2' dA R«__. 7 _ REPAIR WORK. AS NEEDED. ALL THIS WORK SHALL BE FURNISHED AT NO 1'rl N v ; rn 1013+01+53 p COST TO THE STATE. csTArE Hwy �� P o j r �o o< U 9. WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE �' I = u1 d! PROTECTED OR SHALL BE REFERENCED AND RESET, PURSUANT TO BUSINESS W �, �� 11 AND PROFESSIONALS CODE. SECTION 8700 TO 8805 (LAND SURVEYORS ACT) . 1 1 puG�p �tMT sEcTION, LeweREP PRoFtLE7 tel; �� �-� I >`� 1 2 Zoo y��. „�' �` 10. THE PAVEMENT MUST BE SAW-CUT 2' MINIMUN FROM THE EDGE OF TyP• SST A�Ep ---44-r. ��`w'JM•WILSo*1�zS� .)/ 3lr5 `- - I _ .. cx T PAVEMENT . THE SAW-CUTS MUST BE PERPENDICULAR OR PARALLEL TO THE DESCRIPTION OF REVISION DATE C I1 Y Q 4� z ► 4��Q� STATE HIGHWAY CENTERLINE . APPROVAL W Cir_ -q+l ' ; � f��L� 1 1 . ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CON- 05;6%, FORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC MANUAL. PUBLISHED CITY OF RANCHO CUCAMONGA 2 ' 4' (t4. rER CAufoyMA �D�SEMEII ?AVINE� T+sTN� 21(o BY THE STATE OF CALIFORNIA. DEPARTMENT OF TRANSPORTATION . AND THE TCD MASK -� A.e, FSP SPECIAL PROVISIONS. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC SSET ,_, L<iNDSCAP� UNLESS OTHERWISE NOTED ON THE PLANS. STREET IMPROVEMENT PLANS VICINITY MAP TYPICAL SECTION STS•i31'�s To �.2`�-4�3 r - Df=NdTE-�� T�tiGK1lESS o? 12• THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE HIGHLAND AVENUE HIGHLAND AVENUE �-°�P- SEE SHEET FIELD BY THE STATE' S RESPRESENTATIVE. s 1=0R, VETAALEV CM TRACT 139 45 - 1�.T +-+��z. R_3 v�,z.-c- s�T ��c�otiis�uGTtor•l 13. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON - THE PLANS SHALL BE REMOVED FROM THE PAVEMENT BY SANDBLASTING BY ' THE CONTRACTOR. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES. 14 . ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED OR RELOCATED APPROVED BY : - DATE" • CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPONSIBILITY FOR JOB CONDUITS , OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A - � BY THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED AS �f i SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT , SEARCH Or- THE AVAILABLE RECORDS . TO THE BEST OF OUR KNOWLEDGE , SPECIFIED ON THE PLANS OR AS DETERMINED IN THE FIELD BY THE �` .��� ?� CITY ENGINEER- PERSONS ��'���< <r R .C . E , 24 53 INCLUDING SAFETY OF ALL PERSONS AND PROPERTY ; THAI THIS R NEXISTING UT T S EXCEPT AS SHOWN ON THESE PLAf�S . S t THERE ARE O I L I I E E E �`` ``-� DESIGN RECOM �ENDE STATE' s REPRESENTATIVE . k M � REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL THE CONTKACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO t ; f ' ' J.M.uILSON b ASSJCIATES WORKING HOURS , AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD 15. ALL SIGNS. ROADSIDE MARKERS. ELECTROLIERS. ETC. . SHALL BE X77 iKAW �5. - ')GA HOLD THE OWNER , THE CITY OF RANCHO CUCAMONGA AMD THE ENGINEER OR NOT SHOWN ON THESE DRAWINGS . IT SHALL BE THE CONTRACTORS � �'= �� CIVIL ENGINFFRS �,ND S�RVEYORs zz3 NORTH FIRST AVENUE PRQTEOTED AND/ OR REPLACED IN-KIND ACCORDING TO THE CURRENT STATE UPLhNO• CA 91786 HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION RESPGNSIBILITY TO NOTIF ( THE OWNERS OF THE UTILITIES OR STRUCTURES i_ DRAWN [714) 9852885 SHEE1 WITH THE PERFORMANCE OF WORK ON THIS PROJECT , EXCEPTING FROM CONCERNED BEFORE STARTING WORK . CONTRACTOR FURTHER ASSUMES A'-L STANDARD PLANS AND THE CURRENT TRAFFIC MANUAL, AT NO COST TO THE -- LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER , THE CITY LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND UTILITY PIPES , STATE. / V1M OSOF OF RANCHO CUCAMONGA OR THE ENGINEER . CONDUITS , OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS . ' t' C�� �' DATE:_ t-/7-10% f CHECKED MM. WILSON DRAWING NG . C.E. 17788 EXP. 6/30/7.4 JOB NO.�_ 843 i f 4 IL i }{ 0 ry 0r vc- In( N m _ ro In Pr - 1�f 07,:V4 to + -. o n a _ e p 0 to s 1*P0P05E0 L DG6 d F Pq VP- .'Vf C NT - ------ _ z9 1+06 LEFT i _ kv rJ t- Pr IDE.32 b + � 47, 14 If IF 0.9 P Roto SLp �. � S. ----. ____ ) � � �o.0, 14 06 C.L. I� - - - 8 z `� I 1p o�� IOr V Pt = ,4-oB.i3 Z r � N _ _ Q EXIST GROUND SURFACE 50 4m \j'M DRI R/ ----'�/ �=.►,� o S - �� 0 � N� R� � I �G�HT - _ ►- { - R=640" 1400 RIGHT P�POPOSED TOS SOUTH ClJ,P$ _ _ < verb r ! � .0W PROFILE SCALE 1"-40' HORIZON-ALLY i 1 4' VERTICALLY 1 I I 12 13 14 15 16 17 18 { r 1 CSEE vETAtI_ / U I I',111 1,�'!1'fi � ` / = W 4 z Aaa 0 / Io RB R/W - < IF Ej sTAu. TYPEZ MARKERS 3 'S o .� U _ \ `��\ �^ �Gu I --- t I '11� -- _ 1 4 SgWGaJ•�' L 2 N00(4'GUTTER Rolo�o..'c er ®lam � g _ Y �r �9.� —g9.a: t1 �dx G c t_� f g ' }' SRM V tzA 1 N �I � � '4►• N �� �RP�1ls P�At1S� 1 �-I N 1090 o _ 'r 2� 27 S b �,� Zv — O 33 I�x q'c b� c0 7 % r� CONST SiOE�✓At�' p.2o� TD STA. 5;1Z.55 t REv ►sem PFI Lt✓r >=o� r`tt=ticv pP.�/I Nc Z T IZ A G T G-c,�,D �p1�•T' � V DESCRIPTION OF REVISION DATE CITY APPROVAL CITY OF RANCHO CUCAMONGA t . BIGHLAND AVENUE PLAN AND PROFILE �.• � � Q DEnioTE-S ,=x S F FOWC-R M TEUTRONS FOLEE To Rr--M .tN HIGHLAND AVENUE FL`' h f,• r i © Dlr�la >�X• AG vqV Ity�To 1 MAIt`l 07-08p ,, STA . 10+00 TO STA . 18+00 tezyL �— s �''.VIL `P TRACT 13945 A. A N sTR�GT,�oN NoT»=S �� 8' • �' f'et�F APPROVED BY LAT ' "kf R>yy 0 IQ CDN� l-'ocT r�I m i w Ac. OVER 4-v111s C,L- IL X41'3 PAVING Q C.OH 5T. 8" G r1G C4 u7TE'R] FE2 CA,-TRgM STD. 88A,TY re A2-8 MOD fE1:DETAU-%T 2 C I TY -ENG I NEER _ S. C .724-7 Al Coll�T• Ac.ov�l�zt�.�f �o.'t`M►M•1 DESIGN � RECOMMENDED R-I IL J.M.WILSON t ASSOCIATE= ' RC-;'AOV'C �?C• AC IPWv 1 Nr-, •;� d ` , . CIVIL ENGiNEF'd LAN', S':IRVEYORS T I N S TAI .. 5TRZ=E—u C�4T SY SGS, T P 10 By DEVF_l_D�,R (SIZE AS �. KN J M W _ A 223 NNTH FIRST AVENUE A.vJvST M-H• GovER Tb �;.ADE DP;WN La 4D. CA_26956 St1EE 7 10 6rcAL7�TtrMF'ORAKY DRAIr�AC- CHANNEL. — — �► r U GoN4�' 4''Y�-� SIDE wA�-� �E_RGITy STD 31c� 3tI 8 Ey R.ES ��V'r't .R 12 1NSTi�LL IYPC- ]1L 5ARRICADt= Ft--K.CA4-7FAN, ---P. A-75, AMOS/JMW �, _ cars G L^) P F'FE.R c--, T9,&N5 STD N8 � A __- __. _ _ DATE 1 _ c (� sT 8"A E f`� L /\, TY , .0 O Z 8 D R �, WILSON ECKED J M - M. R.C.E. 17788 / _'N1w' EXP. 6/30/So.3 JOB NO.89-31 , n N r) P► =p�o.3� 0 > l! A ► Q 1r3 oo ' ti oto No O��h OPP Q q� l! N N Io0� a o N v0! I` Nr U h � ---�• 13 /o ©', I��/n © % rv_ NUU�� N 1(1 N N (^� N N n� y I, PPOPOSED r-D6Lm o,F Pr'4 va,Nl ENT" �a2 pro�,) gXISTIN! SURFALE N • R/W � _ -- __-- ' J.77�jo � � w N 0 + fI =�39 _ �_ = 35% N in 141 D p k.,.') d k t c9 N,.13 N t 0 _ to 61UIVr v f p �- -- ►9 h - . N!(1 + i -- N N A m o�fl,� 139 T .P�OPO5E1D ELME OF PA t/EMENT TAN �=1.34-%� --� � p�•¢� + + !/J a PICAPOSEU S. _ _ 1.84-% �n 4e 0 r` .} V _ 2r v - r .� + fi U m 14�tD r 8 � �^?N� N an � � � > in j N N 0 _ 6� r 8 N ON a 4 > - S 0 — l pp O In - - -- o •/o N - N N C =o.-rte ►� ti tz a.g c,�% N - N N V p a ,,. _ _ -- - - N +� t � U EXISIINC, SURFACE 50. R/W ?—'— _ _ --- d0� co lz4 r:� I + d' ! P Ro F05 C C To tem AUT_ psKe' - �� 10 tr - --� .-__139T I k PROFILE SCALE '"- 40' HORIZONTALLY 18 19 20 21 22 23 24 25 2'6 27 1" - 4' VERTICALLY �.aNpS oP sTAT>r o� CAl..1 FORK I� � . f n / ptD - r 4- 64 N o8� GcLfl FLA.,"E- o� 10 GvR}� i Z1 ``1,111 R w 3 _ -�---- ---�--'�ip ice\ . , ' ''' eoc. a PLA.!tet E. oe.-r�.1 L. Q 3 G i t� is - -- - --- 1 1 -� ,�- ---------- ---- - - - ----- -- -- - ---- -(, - - ----------_ - -- - - - — _ - - --- — -�c — — - - g v ` � NgT�lLllyflJ Me>D ,1 —— - � -- - - - � _ r' + -- ------—— - _ _. - - --- - 5EE Y - - - - - -^ -- rev- Glry `�_ — - .__ _-____ _ .-- _. _. .. _. LJ #Aer_ S' �L r— YD a — . R COL 2 - — -- - --. - - - - �1 \ � Q to i.o�J c�F F J J Y J 'TURF BLOCtt r-u \ a et-AO T'iza=P�t'M 6�.1 T AS r? n cev u n E� a • N tm K � � 1!- .. I 3,0 '� M t � RoP � N ? P d Q n • N E D 3 U. XV LdrtG. > � VI Jl RE•Q'p Dy SAL TRA N s SE LAS ScAPE 4 NS csFE sTo�� �w4t > > � fIJ� W > J1 �i1 Pt ANS ,� C Z o ww yC lf' pN�E(l, to v x N '\ I ris PEc,Tote J r d U CRAS#GATE n w N 11 J 3 I I ' t N z of I tp a1 : d � 8 m r oc 3 5 I 3 2 - g � � \ 3 3 p 33 � N uc3 � 0 �3� �..� �-L4 r d 7 w v 1- rIu - . t4 U N 7 7 N �U Z�� I Re's!l St"-1� PFZd F*l L.�S F-oR. New PAv 1 N G -t' AGT 13 0 6 3 R�2'WHY'S 2/14-/'-_-->q•- ly: J-N1. w t Lse�t AAs - 3M(1?4 e/Q/� , T RA. — T CITY I DESCRIPTION OF REVISION DATE APPROVAL t EMC-RC-�E9af Access B&SemEt T PER TR 130 3 = CITY OF RANCHO CUCAMONGA� C0N5TR1ICT/0N /VOTES' PLAN AND PROFILE o� GONSrIZUG�'!o ` MIN AGa,fE2 � MIN u..� A1� ?AVING � HIGHLAND AVENUE HIGHLAND AVENUE ZO CONST. s3• G�6 (4 c�U T[�R� rtR ;"ARE' s-m 1J5A- rr>�A2 8 Mav'PE(t DE-r�NL- SHT Z QO3 GoN�T. AG. GVi✓RLA`( (o.iMfAl) �� �+��' t�,4 STA . 16 +00 TO STA . 214.?,8 J `Po W E fZ o� T�L�PttO N E Pa+--E T� R�M�.1 t•{ �� � Tr- CL195 CUM DATA © CONST. pX-/VEU1Ay APP,P IPE�P CA L T_,P�4NS s.� AV. N8 A TRACT '13945 �- ,7�tJ�T6S EXIST PA'Dvl� gcaa,�p To PSE R1=MU�Ev 7 /NST 5777E 7_ L/Gf/T 8 SCE_ (PARD FO,P B pE11ELOPE,F' . > / Q- QV= e)TaS �XtST- GUY AMM-NOs- TU RE-MAIk �P L T O y Y APPROVED BY : / D�+TE �- DENOTES EICIST TREES I N rREt✓ R�uJ TD $�Ri=MDVE� 1O Z61Z' j"49'OZN 174 OZ' e704' ® A,9JUgT /y// C01/� TO 6V,965 � ;� , l,/� ii'' .. �/� i6 tib` r CTTY ENGINEER i'[/�/f ,�� —S C- E . ' 4953 C ApJ0sr I,t/ATEK 1/AG!/E CDYE,P T4 G,PAD� -- �` t;; Ct DESIGN RECOMMENDED Q5 - DENc�TES EE NT. 4.•G PPV tti1G TD BE. rtF�.tdvE'J ® 6,eApE T�m,--nR p y p,PA/NAGE CIMAWN Z. O J.M.WILSON & ASSOCIATES_ ©• D>Cnto S t tSl'• { G. PAV!Kce To F.�IAS rA PRr�TEGT EX Imo` wA�'FJZ�Irt� tr1 Yt-Pc �� CONST 4 PCC. S/pEWAGK. -, �R t; ,JrIW CIVIL 23 WJREH° LAND SUF:EYORS Ex1s CHA Ityll FEN Tb RF.M�alt l 12 /W5T�LL 7yP� !I/ B RI�IC�IDE �E/Z C!FLTRq/�(5 57� �"73 7r �� a� DRAWN 223 r LAN FICA RST �VErrJE �(714D 985-28856 8L' T NK 1 N STA Ll_ M�?AL )9F_A M, G UJ�RD R+q l L ' 98 ---- y. � of ��e J CHECKED .t M u� ON DATE: p 2 9 DRAW I N , NO . 17788 J sin%y EXP. 6/30/S;5 JOE, NO.89-31 I if 7 893 G8 33 m� o z T. 6 k o • ..' • IL AG PPS 1 r-�� '� , - -- , � ;A - -- -•- - - - - ---- V,�z ^� R� zo l+0 7 0 o I - • omm �� 3.8°.6 r '' u 0 SAME ll moo- 1 /3 20 22fop- Cot"I ST. 55 _ 114 4-t5' ^ N y` b` i �ti / ► > oX z — ,� (fn % +•88 ,•T-'"" G.�/8'Ic. /l ," ^8 � 3 -►'�[' 'fAR1AA �C.f�1��s JAG Gl�'F' 1 T MOTES „ • _ ;DESS or A.C. cA P ?2 ' /3' �" - ATI R �D DSD "rb RE'PLAG� SAT _.l �, coLD PL_�.N i NG. _9 ,1• J , fog 4 42—Ste >4\1 15+27 G8 T`/P 20� < o FO' 5 5 3' %V) q'6 1 4 6� — 22 �3 G' _ D 2' o ` 3 �STR1Pti ?.,u�Ast� 3y° 1 v \SC 00 - -_ 00 ?0 4 Z ► X31 �� /.3.' Zn' � _ G 3 g_ C , �s 4.3% ��a, ADDITIONAL PAVING NOTES • c LL vb3Z �'Pz ,4 2�° _ _ 1 . KtLOMMENDAT I ONS OF THE SOILS ENGINEER AS SHOWN IN A REPORT \ - ° 3'IZy I TNF I R JOB NO 88637-3 SHALL ��y, � �-� � THE PAVING NG OF HIGHLAND AVENUE, Q_ F 4i 5E CONSIDERED PART OF THESE PLANS . 17::7 ? . THOSE RECOMMENDATIONS INCLUDE THE FOLLOWING: A . THE CONTRACTOR SHALL "CLEAN AND THOROUGHLY FILL EXISTING g 22+70 CRACKS. " { 1: ``'• - ,, 22' B . "HIGHLY DISTRESSED AREAS SHOULD BE COMPLETELY REMOVED AND -'� -- REPLACED WITH THE NEW ASPHALT CONCRETE PAVEMENT SECTION-- " 1?0C. " IN ALL CASES, WHEREVER THE EXISTING PAVEMENT HAS BEEN 'Or - 'V o �6 i PREVIOUSLY REPAIRED WITH COLD MIX OR LESS THAN SUITABLE ? � o • ASPHALT CONCRETE , THESE SECTIONS SHOULD BE THOROUGHLY 1. \.� *4 �, REMOVED AND REPLACED ­ " -=-v ( F 3. THE SOILS ENGINEER I S : ,, o' 3 •/ ��' a I �r� CHJ MATERIALS INCORPORATED PO BOX 231 � 23+G•� N �; E 324 ON. C 1355 OOLEY DRI COLT A. 92 (7141824-7210 1,01E: T1dE }MPL.3_ME1JTA'T'lorl of `417—SE REGoMM�N�ATioNS 1(o F- 11 �B 1N 4, L- (7RS e5J�cr To I E-A t R 5VA�-- a� GALTlzA t-1 S Z 0, Q �, _` C 51� �: �.M.Wf LSOt� SSoG• 2/%/9¢ 3//f�9¢ 'my 20 � ?Z 13 a a4 3 +''� N� A�>z• ....°/• DESCRIPTION OF REVISION CITY DATE APPROVAL 5 i i 7 -�T itE R7 5 3 3K z �'�1 �I _ I CITY OF RANCHO CUCAMONGA by e•S �G D�.4y 0 6 ��► r VERTICAL SCALE • 1 - 4 _ 4�,,`�'9e - 28 11 ?�+,3Y. �Z- _�3�,P - HORIZONTAL SCALE I - 10, HIGHLAND AVENUE CROSS SECTIONS j ♦ Z b O', s c�i I _ `Z !• Z 17+08 _ FROM EAST ' AVENUE TO CHANNEL l _ ON APPROVED BY : DATE - 2548 WG CITY ENG I NEER0 R .C .E. 2453 C'i-i'G8 DESIGN — J.M.WILSON d ASSOCIATES RECOMMENDED * EXP: 00-30-93 JM W CIVIL ENG:NEFRS LAN.: SURVEYORS ✓1-�- D G A �qT ClV1�- 44� DRAWN 223NORTH UPLANDFCA 91756IRST 6E �t OF G R��F a 147 985-2855 SHEET _ OF 5 AM /.BMW _ TE: 30JZ �l DRAWING NO . CHECKED icor M. WILSON J Mh/ C.E. 30/93 89-31 / 4- k2: - �O EXP. 6/30/93 JOB N0. SHEE-T i f' + �� 33' ' R/cJ fol • - Cry RJ P� F u13 IL 2 5 3 0. N 0 ? 0 � � r r z N N U 0 :M ti� �i T ^ ^ G , N N v tg r 3 4 . iC Z/o + 0.20 5- • \\ / : i f N iJ_//L /L — 7�CLr '` SSS ' + /r If y - atC. I �! L(� OB tt1 v nj l�3-bo N -x-07 �` _ 7 2 ai ti C eN I. _ S v _N • "� Irl)�TTT_i71 Z mz �r� r 2 u N • � _ j�-�" eiJ D co t�ST 2-?t-38 1 0.I v ! 0 W a � m •GQ 3 •s 6J, U�� t rIL fir- - toIT- Z��v j R wo lie a Nw r+ Z Z ID N) its V� 2 V 0\0 J !1 V �N 'IT , rip <�A � < v 11 • TEMP 2 l O�O v 2 1 1i 2 4T 9 Rc.�a RW a. ss WALL Et/1() L_C-FT 'TY1?lTI�I.-A �TYP.� I ' 22- lb- 91GHLAW0 AVE N UE 3± `? N Q� �V �� 11� �, 2 a.� SGALE : l =vc� "OF,iv= 0 s � •? -- z 1 �- 3 1� . _to R= 70 t ` — - - 1 ADDITIONAL PAVING NOTES 2 2 1' . THE RECOMMENDATIONS OF THE SOILS ENGINEER AS SHOWN IN A REPORT ON THE PAVING OF HIGHLAND AVENUE, THEIR JOB NO. 401 -93. SHALL > > u ?• • BE CONSIDERED PART OF THESE PLANS. REPORT DATE IS 12/1 /' 93. AI OI 2. CALTRANS RECOMMENDATIONS INCLUDE THE FOLLOWING: ie c aqp� — 'cs ��RS �(� A. "DIG OUT AND REPAIR ONLY LOCALIZED AREAS OF SEVERE FALURE ovQ 0 'Qs '�'� x-0°2 z -- _ i (RUTTING > 1 /2 INCH. LOOSE PAVEMENT OR SPALLING) . 7 B. "SEAL ALL CRACKS WIDER THAN 1/4 INCHES" . o i .j1 o z Ip f p•� `� b C. "PLACE DGAC OVERLAY OF 0. 2 FOOT THICK FOR REFLECTIVE CRACK cn u1 RETARDATION" . ir_ ' R/w " I s � oa s v 4 3. THE SOILS ENGINEER IS : 2 �o PETRA GEOTECHNICAL. INC. D u 3185-A AIRWAY AVENUE COSTA MESA , CA . 92625 �. 5` 3 ; \ �v '�s 3n ? 3.�� - (7141548- 1438 - - Q 0 -- - ? �L ti - N 'cs 2 N U Z Z ZZ �2 - NOTE THE IMPLEMENTATION OF THESERECOMMENDATION SHALL BE SUBJECT LEGEND : TO THE APPROVAL OF CALTRANS INSPECTORS. � N and D �1 ti o2 ©. . . . . . . . . . . .DENOTES EXISTING PAVING TO REMAIN g '" titi r z 1 v 2303 I I 011 . . . . . . . . . . . .DENOTES PROPOSED THICKNESS OF AC CAP ©. . . . . . . . . . . .CONSTRUCT 6"AC/4" AB PAVING (MINIMUM) /- 24• ©. . . . . . . . . . . .CONSTRUCT 8" C&G (4' GUTTER) PER CALTRANS STD . N8A , + S"FET S of 5 1h VOIr�v 0, -%05 SHEVT PREP4R.1=.b as 1Eo`�'� ` 4 3 r TYPE A2-8. MODIFIED PER DETAIL ON SHEET # 2 ReG gcEme.Nr— s+-lows RF-WisED ws olo a Folz 3/rr�p¢ '/Q/�j� : 7.0 _ 0 Q. . . . . . . . . . . .CONSTRUCT AC OVERLAY (0 . 2' ) MIN. m DESCRIPTION OF REVISION DATE APPROVAL ?� /01 CITY N a . . . . . . . . . . .REMOVE EXISTING PAVING' �• 0 3 N U 11 . . . . . . . . . .CONSTRUCT 4" PCC SIDEWALK PER CITY STD. � 310 & 311"If2± s 3 Z G _ _- CITY OF RANCHO CUCAMIONGA r' �ti �� o � �s I .- --� �s9e ♦ � .�� �" I o � 2d-�53 - b � e _ v a , , „ _ HIGHLAND AVENUE ^X Ir'.�;1�, - _ 3 -28 0°� _ Z VERTICAL SCALE : 1 — 4 •,� CROSS SECTIONS � « =2 lei3 0 �s�¢ 0�c HORIZONTAL SCALE : 1 "= 10 ' FROM EAST AVENUE TO CHANNEL W 4 y /IGZ1Z� lZ� LZ_ZZ • r, 4 APPROVED BY - - DATE / CITY ENGINEER . C .E . Z4-9S3 DES I GN RECOMMENDED RR E I�/L n Z trA J .N I LSON t ASSOCIATES Q 2 " C1770$ JMW CIVIL ENGINEERS LAND SURVEYORS 223 NORTH FIRST AVENUE !!! 7 EXPs OG-30-47 \� DRAWN m'9�Z'N SHEET 9TF F, cA�4ae� , AMOS/JMW 5 A, OF 5 - ATE: 110 CHECKED ROME M. WILSON DRAWING NO . JMW R.C.E. 17788 14-60 EXP. 6/30/97 JOB NO. 4 : 1210 , 311 Slnee+ <3A 4- I