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HomeMy WebLinkAbout1560 GtNLRAt. NOTES 1. Ai.L WORK SHALL BE DONE IN ACCORDANCE WITH TNESt PLANS. "IF CITY Of RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIfICAT10NS FOR PUBLIC WORKS CONSTRUCTION - CURRENT n EDITION. CONTRACTOR SMALL BE FAMILIAR WITH ANO SHALL BE RESPONSIBLE fOR ADHERENCE TO THESE STANDARDS AND HILL.3IDE f jr SPECIFICATIONS. R0. -?r 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-Or-WAY LIMITS OR 114 ADJACENT AREAS WHERE IMPROVEMENT WORK 1S TO BE DONE SIIALL ` S I. o tC� PAvY OF BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REOUIREO AT NO .1snr- ,: 4. !r1-'if. #, COST TO TWE CITY Of RANCHO CUCAMONGA. 1 rip- ' A = 3. ANY CONTRACTOR PERFORMING WORK ON THiS PROJECT SMALL , 40 < t FAMILIARIZE HIMSHELr WITH THE SITE AND SIIALL DE SOLELY A 's 9Alif1fJ4N AVE. RESPONSIBLE FOR AMY DAMAGE TO EXISTING FACILITIES RESULTING v N DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WIIETIiER OR N T i. M SUCH FACILITIES ARE SHOWN ON THESE PLANS. JA- CT 4. = A PERMIT SHOi ALL BE OOTAINED FROM TIIE C49 A RANCHO CUCAM +GA L e 14� . ENGINEERING DEPARTMENT PRIOR TO ANY E14CROACIIMEIJT OZ ORA Sr . r COIISTRUCTION WITHIN CITY Of RANCHO CUCAMONGA EASEMENT Olt t RIGIIT-OF-WAY. A EH"JMD A S =. z ' r�� � ,;- `_;_. .. ;�; - •� _�� Firr tx! PAVIGNGDSTAKESSSHALL•SNALL eE StTE SET BATTHE ALL OHxITNG�OINTSENGINEER. OF lr _ T - S / E _ -_ �� � ) p- - pJ►vENEMT POINTS WiTHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND �_ � AT NO MORE THAN SO FOOT INTERVALS. ADDiT10MAL PAVING STAKES T� MAY BE REQUIRED BY CiTY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 1 _ i. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY V i C1 NI T Y M14P LATERALS, MAINS, OR CROSSINGS SHALL DE CONSTRUCTED PRIOR TO SHEET INDEX _ PAVING. Y.Its. 1 . TITLE PAGE 7. COMPACTION TESTS Or EMBANKMENT CONSTRUCTION, TRFMCII BACKFILL 2 . HIGHLAND AVE /JAS PER STREET WEST TO VIA 1. Ara. s"MM ?RUGS ARTt To ds PLANTED IN ACCO"AKCE WIT-111 CITY COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE SERENA STREET - sTAMA31D PLAN 100. 510. PERFORMED AT NO COST To THE CITY of RANCHO CUCAMONGA. A VIA $FRENA STREET $TTtfET dASP£R STREET 3 . HUNTER DRIVE /JASPER STREET TO 900' WEST 2 Ara. sTvvm TREES sii&LL an PLANTm AND sTAtRTe:D Accomorm To erT1r WRITTEN REPORT WITH TiIESE CONPACTiOr+ TESTS SMALL DL SUBMITTED ' ' I SHEET Ills. G ' ST�+r�.s��lres•E' SAseax ' ft',At/ 4 . SARD STREET (HIGHLAND AVENUE TO HUNTER DRIVE) STAKOAIw PLANS 1803. 502 AND 505, AS PRoxrKITY TO ""SCAP2 To Tile CITY ENGINEER FOR APPROVAL PRIOR To THE PLACEMENT OF S . STORM DRAIN DETAILS DICTATZS. , BASE MATERIALS AND/OR suitrACING. 6 . SIGNING & STRIPING PLAN 3. PRIOR To TN! OP ANY PLAN'rrm, AN AGRONOMIC sous HIGHLAND A NI 7 . SIDEWALK & LANDSCAPING ADDITIONS TO REPORT sIII&M ds rUR0'ISNT0 TO TKZ CITY INSPECTOR. ANY UKUSUAL •. AT THE COMPLETION Or PAVING, A MATERIALS REPORT SHALL BE TOXICITI!! OR NITIRILKT D[FICIENCIES MAY REQUIR= BACTFILL SOIL SUBMITTED TO THE CITY ENGINEER . LISTING ALL TESTS OR JASPER STREET & CITY EASEMENT ANrWrWT1&TS, As Dte VWwTNZD BY TMZ CITY INSPECTOR. FEE .S'/yEfr Z . a nrmr rr-• c r r T DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND •. ALL S'r'R!!T TR!!3 AR! SU><JLCT TO INSPLCfION AND ACCLPTAl�C! BY GRADATION OF ASPHALT PAVING. ---- � 1 ��---- Q Ti(! D�GI>riL7!I18G DIVISIOIi. ' 44, q 9. PRIOR TO IMSTALi.ATION Or ANY PAVING, A MATERIALS REPORT SHALL S. ST RIITT TRrss AR! TO Be PLANTED F1M PUBLIC z3antevvRrxr PLANs PE S u O M I T T E D TO THE CITY ENGINEER. LISTING ALL TESTS OR nor ID 1 I b T ( 6 I 5 1 4 1 3 1 2 I , �� ONLY. DETERMINATIONS COMPLETED TO VERIFY: SIEVE ANALYSIS AND SAND 1 9 1 f 1 1 1 \ 4EOUIVALENT Or AGGREGATE BASE. r. wlo sTRe.e.T TRAA / S +/ALC. M,t tG/►>vTLD vv+(sRG I ' ( TM[ 4Ct`i791K O/ T0a TR✓NIG /5 Gd-OSC0- r•N&R T4r,Le. FT. (3') T-a -THE 10A a pf ea K , ciw Ess 10. PAVING SHALL BE PERFORMED 10 ACCORDAUCF WITiI N-VALUE AND ----- oTF1EieW/sb WOT@D. PAVEMENT TESTS TAKEN TO D4'TERMINr. STRUCTURAL SECTIONS (PR1UR N '1 •�E . ��'� TO AAV t P-rC� A.oja I►T GGM PL>;r,004 OR It4:�04;H 4R 6 Ga fdf.JO.Ar;W!!S - 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WH ICN V _---- CONSTRUCTION NOTES & QUANTITIES ESTIMATE QUANTITIES CONSISTS Of A ROCKY MATERIAL, TILE SUB-GRADE SIIALL BF: PREPARED 1. CONSTRUCT 3" A.C. OVER MIN 4" A.B. 36220 SF PKCJVZDtD MR YOUR CONVINTENC! An THR POLIZWM BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AMO I� IA. CONSTRUCT 5" A.C. OVER MIN 4" A.B. 7488 SF ALL VOIDS Ola DEPRESSIONS SHALL DE FILLED WITH A r'JN! GRADE Vil'•re1 2. CONSTRUCT 8" P.C.C. CURB & 24" GUTTER PER CITY STD DWG 104 2360 L.F. CIUM! TV MATERIAL Or A OUALiTY BETTER TI(AM Tile NATIVE MATERIAL. 1 I 1 11 1 1 S D 5 . REMOVE EXISTING A.C. BERM 660 L.F. 12"55 DVPON" sT. 1 I I I 1 6. CONSTRUCT WHEELCHAIR RAMP PER CITY DWG 102 6 F.A. 12. IF Tile ASPiIALT CONCRETE IS TO DE PLACED 014 SUB GRADE, A SOILS ' I I I 1 ) 1 I 1 L�1� 7. CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. DWG 103 10762 SF OFrARIO, CA 91762 STERILANTREGISTERED BY THE E. P. A. FOR USE UNDER A.C. AND 11 ' 12 1.3 14 15 16 17 to 19 I 20 21 22 14. SAW CUT EXISTING A.C. PAVEMENT 605 L.F. CONTACT : LLxIS MCD010aD 15. A.C. OVERLAY, (VARIABLE 0 . 10' MIN) 23224 SF . (909)3110-4738 K 0-4738 P.C.C. SHALL UNIropHLY APPLIED AT THE .MANUFACTURER S 16. CONSTRUCT D'WY APPROACHES PER CITY STD. DWG 101-A 4267 SF CALTAAxs ; RECOMMENDED RATE FOR TIIE FULL PAVEMENT WIDTH PRIOR TO PAVING. 17. CONSTRUCT CROSS GUTTER AND SPANDREL (PER CITY STD DWG 106-A) 1520 SF California Department of Transportation 13. ESTIMATE Of QUANTITIES IS PROVIDED BY THE ENGINEER ONLY POR 18. REMOVE CURB RET`JRNS SPILLWAY & EXIST. BARRICADE & CONSTRUCT District a THE CONVENIENCE Or THE DEVELOPER, THE CONTRACTOR SHALL MAKE 4" THICK, 4 .0' WIDE SIDEWALK PER CITY STD DWG 103 48 SF San Bernardino, CA 92402 HIS OWN DETERMINATION Of CONSTRUCTION QUANTITIES BEFORE ser Sim 7 19. REMOVE PLUG AND MAKE A CONNECTION TO EXIST. LINE 1 EA.TCOIC,AC: : It', BFN GUERRERO 20. INSTALL JUNCTION STR'JCTL'RE NO. 4 PER LAC FCD STD DWG 2D-193 1 EA. (909)348-7058 SUBMITTING A T ANY ITEM LL WORK REQUIRED T E THESE PLANS . E777 21. INSTALL 18" RCP (D-1750) 26 L.F. =-.lC:'R:CT'±'y , WHICH 1S NOT SPLC1FItAY LISTED N THE ESTIMATE Or 22. CONSTRUCT C.B. PER CITY STD DWG N 300 N=18' 1 EA. S.uthern California Edison Co. QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS 23. CONS"R'TCT C.B. PER CITY STD DWG N 300 W=10' 1 EA. 7;51 Redwood Avenue Or WORK. Fmtana. CA 92336 .SC/4lE /�� I00 24. CONS.RUCT LOCAL DEPRESSION PER CITY STD DWG N 307 CASE "B" 2 EA. CNK A` : RAY MVV EZ 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD CWA'"11*�C- 25. INSTALL STREET LIGHT (580OL-HPSV) LUMEN BY SOUTHERN CALIFORNIA (909)357-6221 401 SHALL BE CONSTRUCTED AT EACH INTERSECTION. • EDISON CO. PAID & COORDINATED BY DEVELOPER 13 F.A. R 26. INSTALL STR_:.ET NAME SIGN PER CITY STD DWG N 401 4 EA. =s : so=o• 27. INSTALL STREET TREES PER CITY STD DWG NO. 510 AND NOTES HEREON 48 EA. Souther: California Gas Cotepany 15. CITY APPROVAL Of PLANS DOES NOT RELIEVE THE DEVELOPER rum 28. PAINT 4-INCH YELLOW SOLID STRIPE WiTH TYPE D MARKERS 400 L.F. C�NTAC"_ : XTSUS C;ARCIA RESPONSIBILITY FOR TNt CORRECTION Or ERROR AND OMISSION I 3'LAK/D.S�.L� 29. PAIN? 4-iNCH YELLOW DASHED STRIPE WZT?i TYPE C MARKERS PER (909)61_3-1322 DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED So'-o" E,ps'Etlf�(/T CALTRANS STD PLAN A20-A, DETAIL 3 585 L.F. PLAN REVISIONS SMALL DE PROMPTLY SUBMITTED TO THE CITY G, tz'-o" N'-o" IN-p" N' a• 30. PAINT 12-INCH WHITE SOLID STRIPE 96 L.F. Genera: Company ENGINEER FOR APPROVAL. 31. PAIN': WITH STENCIL 8-FOOT WHITE LETTERS "STOP" 6 EA. 1400 L. Phi::ips Blvd. G �C'� 32. INSTALL TRAFFIC SIGN R1 6 EA. Pomona, CA 91_766 If. WORK SITE AND EXTERIOR STREETS SIIALL.Dt IN A NEAT, CLEAN, !✓.DLL a. G�• IJl-5t/ 33 . INSTALL TRAFFIC SIGN R26 MOUNTED ON POST OR LIGHT POLE 8 EA. CCN'"ACT : O S."A�7LEY HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE 4' 2' q.7' IQ T 10.T I T T •r z n (309)493-9320 34 . NS_AL,. 1RAF_ :C_ SIGN WSG MOUNTED ON POS. 2 EA. SHALL BE CLEANED UPON REQUEST OF TIIE INSPECTOR. _ ... 0.29' 0.17' 0.21 ► 36. � ^C=anenga C*un-y Water District (C-CAD) S 17. CONTACT UMDERGROUMD ALERT 1-800-422-4133 AND THE FOLLOWING I ex % � =•F. I 3" . :NSTA-LL 24" R. C. P. 1_C-1750) 19 L.F. (Water and Sewer) UTILITY , __ _ P OR TO LEvrL � LIME + NG DAYS R1 9641 San Bernardino Road EXCAVATION. Rancho Cucamonga, CA 91730-0638 �• T (909) 483-7440 T REMOVAL & RELOCATION NCTS'S � CON'»AC" • is. THE FINAL Olt SURFACE LAYEROF ASPHALT CONCRETE ROADWAY 2 / A REMOVE & RETOCATE EX:S^iMetropolitan water District NG SCHOOL CROSSING SIGN 1 EA. PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITY LATERALS Z - �y B REMOVE EXISTING SOLID COUBLE YELLOW S_RIPING WiTH 700 Ncr_h Moreno Ave WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ONSITE TYPE D MARKERS 215 L.F. La Verne, CA 91750 IMPROVEMENTS COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND C REMOVE PAVEMENT STRIPING WITH MARKERS 110 L.F. =K-AC"_ : FRED ADA.MI ROADWAY IMPROVEMENTS ARF: REMOVED AND REPLACED AT THE S,9ia� .9; D REMOVE EXISTING SOLID YELLOW STRIPING WITH TYPE D MARKERS 95 L.F. 2:3)`:7'7713 DIRECTION OV THE CITU ENGINEER. E REMOVE EXISTING ASPHALT CONCRETE 130 L.F. -- Ar - I�i4rCUC = CmB • R 60_o• STREET TREE LEG-END N.W.0. NDTES =IMPORTANT NOTICE -- - -- STREET BOTAN:CA.L NAME/COMMCN NAME S:ZE QTY SPACING 1. PERMIT FROM M.W.D. I" WORK 11117IN EICF[I•AND AVENUE IS REQVIRE'0 30'-0• 30'-O" PRIOR TO 37_CrNT;Z4G WORK ON 'rFiB SITE. RECTION 4216/4217 OF THE GOVERNMENT -- - ; CODE REQUIRES A DIG ALERT IDENTIFICATION Is'-o' la's" It• o• HUNTER DR. LAGERSTROEMIA INDICA RED/CRAPE MYRTLE 15 GAL 4 i 20' O.C. I. AT LEAST 2 DAY PRIOR I17 ANY WORK NEAR TR! M.K.D. 120" NUMBER BE ISSUED BEFORE A PERMIT TO PIP=rNE: CONTRACTOR SMALL CALL........M. rRED ADAMr OF EXCAVATE WILL BE VALID. FOR YOUR DIG M.W.D. A, (2 t 3) 217-7713 ALERT I.D. NUMBER CALL UNDERGROUND .' z' q.7' 1a 7' 10.7• f ERV-.CE TOLL FREE 1-800-422-4133 TWO (2) WORKING DAYS BEFORE YOU DIG. 2X on I }17 0.29* PRIVATE ENGINEERS NOTICE TO CONTRACTORS 2 1` I LEVEL LIKE i�2'r. A1^1 �j�/�EivT CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSTBiLITY FOR T JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, 2 1 2 INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL - APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CITY /i74ftC'T=aily CONTRACTOR SHALL DEPEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER DESCRIPTION OF REVISION DATE "ROM HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WiTH OWNER7-1 .= 5 ��' DIVERSIFIED PAC!-7:C HOMES, ' T/ 5 ,Q- I/.ptt4lE-6,g THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING 10390 COMMERCE CENTER DR. , SUITE 200 14 FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. RANCHO CUCAMONGA, CA 91730 CITY OF RANCHO CA.C.o Ar (909) 481-1150 VRU�Lc`j0 TITLE PAGE � � � SOILS ENGINEER %� ti 40'-0• 40•x• C.H.J. INC. la'-o• a'-o• I :z'-o' 11'-0• S AND STORM DRAT N P.O. Box 231 �;. Ri T.K���'; g, z', • 1355 E. CCOLEY DR. '�" r^1_ coLTON, CA 92324 �� 366 z IMPROVEMENT PLAN 7.5- 4' s.s• :' lo' Io lo' 4� lo' z' s.s' 4' 7.8' 97 _ 211_ � * ' TRACT NO. 14072 � I Lent 1.7rL ~ 13 n4' T - _ ~ M \�.` Gf GR��F APPROVED 8Y: DATE: x A ""sr s• `U" a eurTwo m CITY ENGINEER RC.E NO. 9 '� OJLD MANE REOt1tRED AT 009N(MIN 2') 5' AV P_�c-,e-O�c,�frre,� y' s SiGN C,T•K•�-�IC• RECON t'NDED 5 14 Is EMT C" Civil Engineers and Land Surveyors TYPICAL SECTION I) MLNU AND AVEE ' (s W" 3ench Mark DRAWN 8880 Benson Ave., Suite 100 SHEET LOOKING WEST DRIVENAIL AT THE NORTH END OF THE yr Montclair, Califomia 91763 / T./. - AR N.E. CURB RETURN AT THE INTERSECTIONOF ,e rgLZ/E_ 421� TYPICAL SECTION HIGHLAND AVENUE OF ORANGE & JASHER STREETS. CHECKED 94 -17 �g09� 949-84M DRAWING Me LOOKING WEST _ RIC E �q IoM 3TA. r8 r oo o /9 rot F3tOM STA.. 14+25 TO 17+50 ELEV. 1664 .01 C T.r DATE 46. FILE No- 1.560 - PROJECT SHEET Iia• ____L _ OF /00 !/C /Ap V� . ¢ //trr 4t T.e.9L"T a v� p V, ., 9:p/ = 37/8 N'L Y TO/� o� Cl�•P$ a ti !a a 1 F.�'/ST Alk Y 1?yP of C! 'f3 r•A"?r. ` off �, o o� , • � � � g �, iTox � � M A � � � O � � � K113 p Pr 4/.54 16P35 a� N o R/\ tx� l� 0 �1 = 37. 09 Na p \41 o•(cpy W p k +� \ ooh b 1 1 � � � 0 o N Oto t) 1� 21 _� . /• aG•�. N �m Om �' V �' 0' D a h � 0�2 g oP` ---�-__ �• g�-� \ � h � � co � � `� . � h h �-� �. � o �, h m � h� { � � • M 4q u — — - - .- - 1635 1!035 �hh rR '` o o (0\\j 0 o soi Q.�G 1635 PIT/ •� � � 4 0 0 �.S2�L/Ty TOS CL/.t.� � � . � I� ID� OFFS6T � ° � o 1� � o `' � h h 1411) 6v/p o � � o � � � N � � Q' w � ,�d/44/44444 ^ DO X e1 � % � � � � V � � o l 1 PROFILE , 144-0 N q2'f/�Q.C. 'A?� f//OG- O C Vera z. I = 40 Vert. i��= 4 22 21 j. �� 20 19 18 17 16 15 14 13 cy N h �j EX/ST//VG �PO t/EME�!/T,f' oE.P G1� Ala v �� '�6' N v 0 IO /2820 N y o h SHEETS No 2 of 7 x .� SEE S'�fEET/t/' 4f 9 ¢ Il :k L $ o �, I IJ A SPER STREET VIA SERE o o � � ; �SARD STREET �� o� � CAMEO STREET is Na I (- 7t rota•SZ� �' i W 11 O/ I I �=/of 53.5x1 E �e ¢ N n 1 I (� �s' 4 e.s' sr 22• es s' zs• ti I 22t 4422 - y/ayL-4NO �Y� �� o L `� t 5i/� -yrGyL /t/p aE 5� /G t 5B/.4- y/GyL,4/v0 ter/ o a - o a o0p ` F2' 1 z /NT = 2 f OD 00 �Sq�PO .S'�".P�ET h G'�y1E0 ST/NTf•PSEGT/OrV Q Iti ( o 12 5' /,# 0 �. � � I I D a a2 � f L �� p n f,, l= /3t�3.es> -- I � � I �( • � ,� I I I �W %3f-54�5 h//G.�,�L.�•(/O .�//E � vM,Es ,. 2.5371 s 14 L - EXIST CrG 1 15 L.J ti (ti ¢`E,Y/ST/2b�ii�l!/D /PE o4 t I �, ' �. I I I /O f GOOD - ,/,�ls'��,P �S'T.PE�T 2 v COLD PLANE (2• MIN) -- - / l�a -�- - - -- --a----�- �'/ r ° ' --- --- - -- - - ----i-;� � Its. -T----- -- - ------ - - ' �, -i----- --- _ TYPICALFROM SSTOAO 9+HIGHLAND D20+ONUE — -L— — F --- - - - o -- // 77 Vj7ZjLAr -- -- - - - - _ - --- - -� - ---r - - - / /VB9�36�/5 El7 - 5 g NB9`•3625 o e37Z7 9 - - - -- — —-- - - - - -- - --_ r cr �.jS52JTC OVv AY _ . . nW 2 . -- - -------- —��1 1 w - - - — -- - — -�. 1A �_-- -- -- - --, -- -- - --- -� �� I - - - - -- — – Ft II i 40 40 —-- - - --—�. I I _ h � -- ---- -- i' by 66.83+ 75.00 75.00 75.00 75.00 75.00 65.00 I �s r e.s sr sr 96.00' 79.00' 13.06' r.< 4 I I _ l,!M.�l,ONDS'CA til9 cti / - E.rrsri�vc / neo vE,�sf/vrr �c 1 I i I �1 1- A v►�1_ os�" _ A �• � / EXIST CIeG 3 doe�G 05 S�T 3 QF 3 /9 f�� I I I I \ L JCOLD PLANE /Z� M I I 2G I Ic i I I I / exec (s wIN) till Sy I o iV I V 7 6 5 $ � 4 1� Q O " D `U' V / V C( q��� 1� O �+ \ V Q( I I I I I O �c TYPICAL SECTION HIGHLAND AVENUE I4. f� ��� ' LOOKING WEST r8 / Q FROM STA. 20+30.5 TO 20+50 nor o SE's' Sf/EET /V0 q �SE� Sf�EET it/ �Q wj � 7 7 �t Q' �Ft§ �1 ® G'D�t/,S'T,PI✓CT 5`�C oYE,P M/�t!• 4��A.8. DESCRIPTION OF REVISION DATE CITY � // APPROVED. :'� � • HIGHLAND AVENUE OO covsT.P�cTB Pcc G�,ee "GUrrE.P �,rCiryfr� ro4 ` `` �' �' s .CEi!'O!/E Ea'/,�'T/�(/G,pG'Bf•P.W CITY OF RANCHO CUCAMONGA �CA�IP PE.P Crrr sro. io 2- PLAN AND PROFILE � V CDx/sr,PUcr-Q„'PC.C..fYGL�G✓,AC.(�PE.P C.�Ty..f'TO. Akita . X03 IN STREET IMPROVEMENT PLAN � a ® HIGHLAND AVENUE I 1 N 40 CO/t/,S'l,PdCT C�'OJ'S G�re`� PE.P c/ry srd - /o�-A JASPER STREET WEST TO VIA SERENA STREET ® /NSTiPLG Sr L1,5 SVr 5800 L-</Psv «.r41Ews sr �s�r17W 0,0Z/,Or. TRACT NO. 14 07 2 �s' 14' Les' l_ 2Y n•_ es' 4 7.s• = - EGKS'Git/ CO. �fi/O .9/VO COO�O/it/�TfO BY OEYc�LD�E,P ' 0 , f o• 10• CVel/�v�r.9 © //VS7,QLG ST,eEfT A,/plws s/GN ��-.e c/rYSTo. oA+w war qo� _� APPROVED BY: DATE: NARES VARIES ' �. CITY ENGINEER -- RGE NO. ---_a�3 veyyx 4x- 1.1l.u- o.� ------- ® C Inc. RECOMMENDED EXIST Care �. I Dim/ ` . .� t_J �� /.:525- 15 .. ,eEMOV�G .�EGocgT/aW �t/or�S ,.! J �• l COLD PLANE 90°00 00 �rqj ^ • , ; Civic Engineers and Land Surveyors Bench Mark �xT'Gcg4 LDQLA*16 (2• MIN) L J ,P��OVE �ELGL^�9/E EX/ST/NG SC.S/ODL �.�O.S'S/iV�i .SYG/S/ * `,� 3 -31 - 9 . ,7'f Cs'Mi u) DRiVENAIL AT THE NORTH END OF THE � Z7OD� /000.00� r�'li �E�,,tr,;-.� DRAWN Benson Ave., Suite 100 SHEET N. E. CURB RETURN AT THE INTERSECTION ��. !!Z Montclair, California 91763 TYPICAL SECTION HIGHLAND AVENUE ` •fZ4/i �' C " (9M) 9�-��,�, OF OF ORANGE & ,JASPER STREETS. LOOKING WEST 100.0¢ 909 949-1791 T FROM STA. 21+00 TO 22+44.22 CHECKED DRAWING NO ELEV. = t654.01 r 27 So•oG' GTS GATE /- S FILE NO 1 S(, PROJECT SHEET No. z- OF_Z6 ._... 65(o(o O.C. ... ..,._. .... . .. .. .. .. ... � s Ell2G•92 P./. 7// OL' 55•l0lo Q'.' . 4iaerll 74 0 a a 0 a� N • o �o ti to - 2o1vc. Gez�;1l.VD RT SA� 0 �4 04000 .' .. 1630 North �� '� / � Curb FG AB F.G• Tom' O 'Y$9D� V � _ 1 2B•4'/ � fL .0 O V O O 0 F.G-X-GUTTE.P P./ ZG•75 Q m � . I630 Street 49--0a r b Ci •5G) ,res . �vu�vo a 25, 25 F T �} 0ki � o; V � N Z o ` 1630 South ' Curb D o - E.('�.r1."'G�Pdti�G 20 Sb�ry CU,�B - • - 20` •c• - j � �` � 2.o5y 8 V w'or � m � � b � ti G O.C• /07 S /42 v 4�► a © PROFE�= 4 --- � Horiz. c vc• o d Vert. 9 8 T 6 5 4 3 2 t C yy' V � 7 \\ kk C .SEE .SHEET All' 4 `� Q Construction Notes 0 5 � O o SARD STREET 25 ib �� Zs i� �G �� �, w ASPER STREET °o cotis;�,ev�r 3���0 o�E,� M,N -`A.S. 0 0 � IK �, 2 :I II I I , o 0 Ww ° g ��, 7 6 �. T 5 �''` 3 e. a3 2 a '� 1 °0 ! 0 0 vvusre�cr8'��ce. cUe� �'��/�-�rrE�Pf.PoiT�-sra � 10 M ,� ,�9 3 N g o B' o a v ?� v 3 w 3 �' 3 4 0 ,; 3 N �� h - ' Q ,eE,yvvf frisri� c.e�,�.r' nor � ti 3 o o apt � 3 - N4 � � y � - 3 �o o0 0 go 0 o ,�P ci�rsro. �o k I ►� �. A I ., a I �,. . TPI q o a o , . Cav r,P c �✓ c,�,9i ,� N I V 4 + �.• a �v p I j. V I O` N I •V °� I ♦ I �v �D' �, ) b 1g VGprf/,S'lPdCT 4, � .-C•S'/Glz/�.C�fEiP C/TY S'T� Oi4/G. %03 03 r' nth I t� ? isri.�r5p �'.ACV Me /r O 2 B. .R. - ECSC' ,e,mewz1 8f-448/ 7 ti vv .- ��, � 7 � ��' �- � E.C.e Cat/1'r.PUCT O.�/yE�✓�Y 9�.P�9�� .dE.E' C/TYSTGt IJ.� JO!-�{ \u 6.40 �� crTF� 73.06 UI 66.83 T5.00 Q T5.00 7 .00 75.00 75.00 5.40 4 _ CGuifT,Pticr ?O.S'r G�TzE.e .rP.7�vo,�fL /�Eec✓rr sr�r 77 - - /B a,,-A,67 5P/LLh/4Y E.1'/S'T. ,,7e' /CADS fr` jj-- o r � 2839 �Q ,I'>tir 2 �•97TC 5 '` 26 B4�lC. 'TP!/CT qa Ty/C.E� O'!�//OE.S'/OE� G.C�f'E.e C1Ty /44• !6� 8.5 F6 FL iL HUNTER N . s s- s DRI E sro. �wc . ,0 3 . .S' - - Z5 G T �V '> T 2 3 2 N f rc 5 Q ^01.43 ti � �0, IPA QO r G [2�L s'Y L S i 4 f � , /tiiS'J'ALG .ST.efET'L! f/T l58 -f/f' 1/�/�/V Y --f v - _ --- - -+;. -�` ED1-r0A1 CD. P.9/O COoe�/.Si,�TEO gY �E4EdOPE� 7 y` /.t/.!'T.OLL S'T.�GET �/.Q,t/E .S'/d:�V f'E�P C/TySTO. LI A-. -V-.ecv 1 ,G �5` 9.45 72.29 72.22 72.5 72 00 72 28 7P.22 7�.57 7?!.00 72.28 T • F � 8 Sq • 2 W M(N� . Y F., - 3 _ 1 ? ( 7 L� f 2 O t J �Ga W•M T7P� /.t/.S'T.AGG S T.c�E T T.r~'ECS � � ? (2S 5 3 TG' I 1� (25 58 f L) ® ST.e.EET 7-4-1 /VOTES GHQ S.�,iEET A/o./. T OST ��• I c 1(• o A I 16 .3 (z48Gi�.J Iv ���•/O rc� srv. 4q,19'11 A0 9� p• 3 I ♦ J * I I x ( j $ V s (Of OIO -H1 T--��.. .cam. _ 2h 3,�. G. 3 I �,•. I p I ,� I 'A * 3 , Q ( � 3 j (2s 4,�F�1 // Z AIM( �, > ti I t` Q 4 ( � I o f t5Al' /.v 13 v 14 15 16 17 18 19 20 �' 21 rre„��✓•9rE� •�� �. p M I �o dp � 7 7 I�' � � S'E•E S//EE T G� N �, n 41 CITY 10 DESCRIPTION OF REVISION GATE APPROVED /c/orE: SEEsyEEr .veSc�,�!' 7 CITY of RANCHO CUC MON A Ft's,S,�E'ti1 G�P4/iV G�Ti�/LS. PLAN AND PROFILE STREET IMPROVEMENT PLAN HUNTER DRIVE JASPER STREET 900' WEST - S TO 900 ST TRACT NO. 14072 / •` APPROVED BY' - DATE: U .9T•9 i. fsITY ENGINEER RC.E NO.. - �/ C.T.Kl inc. DESIGN RECOMMENDED ry ors !� S 6 ers and Land Su 3 - � ivfi En e a 2 od 3 C Bench Mark y0 /3 3B 90'vo vo /B Oo oo' /5 4 39 /98 j y7 Ave. Suite 100 DRIVE NAIL AT THE NORTH END OF THE � � .o � � DOS DRAWN 8880 Benson � SHEET Ob 27.00 /� D 535.3 38 �P 27 4 7 N. E. CURB RETURN AT THE INTERSECTION �,oFZ !/� Montclair, California 91 63 OF ORANGE >a JABBER STREETS. (909 949-1791 F (909) 949-8433 L 4252 9241 ,j/Q2 /¢G.70 /3/•32 CHECKED / �>,- DRAWING NO ELEV. = 1664.01 GT.Y R.C.E. NO c` T 27/// e7v01 15•&0 7.14.0461 DATE - s'Y� FILE NO I `� y O PROJECT SHEET No. -j - OF - fOf' /Dw OF w r� . . . _......... . .. .. _...... __... __.... :.. _ ..,_ ...... . . ..r. ...w. ....M ... ..m.. _. ... . i s • , U h i T�G ,I 0,9A 0 Illsq O ' < . . R. .. n. r. . _ M _ _ ...... . .. 1635 1 v Q , in W-4 r ITS : , ,_ po Pik SiD't�'E'• T•C•- 2�� .�'Ed` 29.59 Q { I ' Pi. 40 42 3 m kt ti t ; 0 m rJ'T �1 �iA.$ � ,,, a t4 IN : j IOrf✓Of1P� ' xarD, F �e E.¢'�.l'l- f : rs. 4 lki a fr�sj.�or�Ear cr�•r3 9.7,j. R1 AW 63 < d Q 7.= e.-A!i; M V ' b ` , {9 e 5 < • K �� PROFILE - HOrIZ. 1 20 � s Vert. 1 4 , Construction Notel Di G•ONsreZlVr 3y,9 C oVeC .MIAI 4"A.A. ' i I I ��►� � cvwsr.Pucr B�'�cc Ct/�J �Pg�G,uTrE,� ,o�,c miry sro 2w✓s r04- YI �IG1C G�x/srcvcr4� o.�/G /03. r o �... q► b b V � I �IV o ^ o J ! I o�h' ® Cbit/ST.�GCT ST.PEEj L/dwr lsisoo L-,r✓,�yJ ta.•��w.r sr $ _I I X X So. C. �F �pisON Si WIDE LIZ,AcijDf I al I `S- EA 5C-,M E1.1 r- • � � v ,� T _ � IRS DO • • . '� � � 14 4. 30.1 TTC ell 2 9.5GTL' H I a eq.TO-T4. F�N •/S•/IZ V i h /3 TC. TC. 1 I I v l0aDO' 71 — — , OFEX/ST w0. e•G�P L— 5, WE LPr 424 — ID +.1DSGAPE G..E? i clTr nor 5 E I DESCRIPTION OF REVISION DATE APPROVED 0 z �z' CITY OF RANCHO CUCAKIONGA 11 x Q h 1! 4o PLAN AND PROFILE • ¢� • 4 0 � 7 � 0 4� `s� I I w STREET IMPROVEMENT PLAN - SA R D STREET HIGHLAND AVENUE TO HUNTER DRIVE SARD STREET �o ea° °-y�� , TRACT No. 14072 Fyc\ APPROVED BY' / - DATE:.44Z.,: -,p • CITY ENGINEER 0. 13 66 DESIGN c 1714 94Y /90.3 RECOMMENDED C.T.K. INC. �) 3 3I- CONSULTING ENGINEERS Bench Mark • IVIL ENGINEER,. LAND SURVEYORS DRIVENAIL AT fiHE NORTH END OF THE �f,4j. /�:t�� N. I CRI RETURN AT THE INTERSECTION \ L- - DRAWN SHEET Of U £ �- ,cam•/ KZ. ���.��xt�9 cv s/�3o � �2 OF ORANGE & JASPER STREETS. ' CHECKED [� DRAWING NO ELEV. = 1664.01 DATE fllE NO /b6 1560 GTS o � - PROJECT SHEET N �F /' I a { I � , s 41 ♦ t j + } , ; 4 t ; t t 1 : t I - 111 � i I i i I Air- 00 4 SEE SflfET 3 OF J(7 X SEE SKEET 2 OF 7 y � � � 001V,97-,e1-1C7-10A1 �t/O T,E S- I , I II JJ I: QO , W I I TM�� PRIVRTB SDU�vrD WAt C, V ( r ( ( I �� I; I IS'/O�w4G,C� PEP C/TYST�. ��c/G /03 �' � � I O o I :"I i I h �':� I.: I I Cl /07-00.00 ✓,gr,�E,P sr. V.' I I I I U I ' �• V I I : I = 13 t .5 4. 5 5 ,yiG�/L.91VID - • 5 TO ee Tct A/MCD BY C ITY 0 9- rl �= ='�—_ .�,Ei1�0!/•9G � .�ELOCAT/ON �!/OTES' .301-01 so'-o' .. —— — — - — 'yiGH -- \ 1 i0'-o" If-o" IV-0 �O -Z4"�� - �— - -- - - - ----qj `h \ -- - - ---- -�-� k/4/PO�N � �y0l�� �.�/ST �9S'Pf��LTCOrtiC'.eETE — F �'y.r a.r' to, r 10.7' f (PRtvATE) (ay o-wpzs {WITH DEVELOPMENT OF L#T21 of TRAkcT 14071) tx 0.29' I ;17' 0.29'2x J LINE -L Er�sT I I > / ��T--- - - - -- I `{tV I E,Yi.�T . ;. . - - ,_ . ; I I I �•� I I 1( I I� I� Q I �-� Q . I PRIVATK 4AitDM1 WA Lt_. 1 ( I i� I I ( I I I I I V I I I I LO1�i�//��7► SOv r Q I E,Y,EsT PRiVATr SCOMIS WALL � I I I I I I I i t I I II I I DESCRIPTION OF REVISION DATE APPCITY ROVED II v� v► I I II I III 31 (TA5rFR ST.) To 6E Qulrap-Ime ( I ( I I I I II I gYCITY , INSTR. No. SEE S//EET s o� g Q 02w� �� /36/ CITY OF RANCHO CUCAMONGA DATED ) RES. , T,e�'T it/o /2820 SEE SyfET /t , ,3 a� g MO MERGED WI• )+ LOT 22 of TRac1' `l O T2,��T /'o '2Bzo SIDEWALK ADDITIONS 14o72 ) INSTR. No. O PA-rev- o o TO JASPER STREET EASEMEA/T GRkKTED-FDR S.D. ANp UTILI TIES I INSTR• NO, n r Dwe:D I I /QRofva,��-� TRACT 14072 APPROVED BY'. DATE: �laggl `;f - CITY ENGINEER _._ R.C.E. NO. �4y53 h , I DESIGN CST. � RECOMMENDED JASPER STREET � I 6 / GT& -f7 Civil Engineers and Land Surveyors / DRAWN 8880 Benson Ave., Su1te 100 / SHE T Yz Montclair, California 91763 7 OF_ Z M (909) 949-1791 Fax (909) 949-8433 . - CHECKED DRAWING NO CT� �CWeZ7.� R.0 E. NO �-166� DATE /- S 9 C _ FILE NO I-560 PROJECT SHEET No. 0F ��