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HomeMy WebLinkAbout1534 CITY OF RANCHO CUCAMONGA CONSTRUCTION NOTES : QUANTITIES : GENERAL NOTES : CALTRANS GENERAL NOTES : 0--- CONST. 9" A.C. PAVEMENT OVER COMPACTED SUBGRADE. NDT L B DO EO CA.�TeWs IN9PEGT1oN I 25 , N'Ly R/w , ( SUBGRADE SHALL HAVE A MIN. OF 95% RELATIVE COMPACTION. SEE 1 . ALL WORK(SHALL BE CT T. IN ACCORDANCE WITH THIS PLANS. THE CITY 1 ._ AN ENCROACHMENT PERMIT IS REQUIRED BEFORE ANY WORK MAY BEGIN CALTRANS GENERAL NOTE 4 5.) ---- - 6 52 5•f OF RANCHO CUCAMONGA STANDARDS. AND THE STANDARD SPECIFICATIONS IN OR NEAR THE STATE RIGHT OF WAY. FOR PUBLIC WORKS CONSTRUCTION-CURRENTEDITION. CONTRACTOR /5T / ORA/N ENT 2 1/��/Ey A. 36 t 52,25 To STA•37t¢2 25 CONST. 8" P.C.C. CURB W/2 4" GUTTER PER CALTRANS STD. A 87 SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE 2. ALL WORK WITHIN THE STATE RIGHT OF. WAY SHALL CONFORM TO THE , � S/ F�oM 5Ti4 35*38 7v 961.52 2590 L,f TO THESE STANDARDS AND SPECIFICATIONS AND APPLICABLE SUPPLEMENTS. LATEST STATE. STANDARD PLANS b SPECIFICATIONS OR AS DIRECTED /! � �, TYPE A2-8. BY THE STATE' S REPRESENTATIVE (STANDARDS OTHER THAN THE STATE 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER MUST BE PRE-APPROVED AND JUSTIFIED, EXCEPT A5 SHOWN ON PLANS,. � � � ( 3 r- CONyr P.G.G. DRIVE APPROACHIR1614T•TURN LANE PER CITY STD. PLANS N05. 101-(, AND 119. 4,030 S.f POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT 5 SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN 3. NO EQUIPMENT OR MATERIALS MAY BE STORED ON THE STATE RIGHT OF WAY. I �R' /p 4� (3 l3 ' CONST. VARIABLE HEIGHT P.C.C. CURB ONLY PER CALTRANS STD. ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED. RELOCATED. OR PROTECTED IN PLACE AS REQUIRED AT NO 4. ALL DISTURBED AREAS IN THE STATE RIGHT OF WAY MUST BE TREATED FORA 87, TYPES A 1-6 & A 1-8 . -- - -- I3 L•f. COST TO THE CITY OF RANCHO CUCAMONGA. EROSION CONTROL (HYDROSEEDING OR EQUIVALENT, OR AS DIRECTED BY STATES REPRESENTATIVE) . THE RESPONSIBILITY FOR MAINTAINING , . _�- (D5 -- CONST. P.C.C. &J99AY PER CITY STD. PLAIN No 119. -- 1,360 F EDNTIL THE SEEDING IS WELL 5r 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE EROSION CONTROL WILL NOT BE RELEASED U '��T �� . I ) _ �� �? 5�) HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY ESTABLISHED. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COST I �`- (26% (22l '2 6 � _ J. .I DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY OF. CALTRANS CLEANING ANY DRAINAGE STRUCTURES/CHANNELS WHICH HAVE , OM METED FROM HIS OPERATIONS. WHETHER OR NOT SUCH FACILITIES ARE SHOWN BECOME CLUTTERED WITH DEBRIS AND/OR SILT AS A RESULT OF, OR CAUSED •. � I: _ON THESE PLANS. BY. THE CONSTRUCTION PROJECT. .99 � ��_ - MEO/AN 7�-CONST. HANDICAPPED RAMP PER CALTRANS STD. NSP A88, CASE -E- . 750 9f- 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA 5.. THE STRUCTURAL SECTION SHOWN WITHIN THE STATE RIGHT OF WAY 5 // !0 ! CU,PB ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION IS FOR ESTIMATING PURPOSES ONLY. THE ACTUAL SECTION WILL BE a8 -- REMOVE EXIST, STREET L1614T. / 5A WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. DESIGNED. BY A SOIL ENGINEER AFTER NATIVE SOIL TESTING HAS BEEN COMPLETED. A TRAFFIC INDEX (TI) OF 1 1 .0 SHALL BE USED IN THE FOOTHILL B O UT.EV A R D 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. DESIGN OF THE. TRAVELED WAY, AND A TI OF. 7.0 SHALL BE USED FOR 9 C WSr. ¢~P.G.G G 4~e-lWE•44,- 67.17 ^*V!!5 A✓o. /03jellO 6�750 -5-� Q PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT THE SHOULDER. DESIGN. THE LABORATORY REPORTS AND THE DESIGN ( STA. 35+38.00 T O STA. 37+42.25 ) 'r�4=r POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE CALCULATIONS SHALL BE SUBMITTED TO THE STATE' S REPRESENTATIVE -- - - - THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED FOR APPROVAL PRIOR TO CONSTRUCTION OF THE STRUCTURAL SECTION. N.T.S. BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 0� SAWCUT AND REMOVE EXIST. A.C. PAVEMENT. (SAWCUT 1.0' SOUTH OF I, 6. ALL STATE DRAINAGE STRUCTURES MUST FIRST BE COMPLETELY CLEANED - EXIST.. TER ---- - - - -- -- 6 y2 S.f' 6. ALL SEWER . WATER, ELECTRIC. GAS, PHONE. OR OTHER UTILITY LATERALS. OF DEBRIS AND/OR SILT BY THE CONTRACTOR PRIOR TO MAKING THE T _ _ = 1 1 R- b O E S GUTTER) . MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. CONNECTION. `C J SAWCUT AND REMOVE EXIST. CURB AND GUTTER. 6g2 L f 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION. TRENCH BACKFILL, 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ANY STATE COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED DRAINAGE FACILITY WHICH IS CONNECTED TO OR DIRECTLY AFFECTED 12 ROTATE CONE AND MANHOLE SHAFT TO CLEAR EDGE OF GUTTER. ADJUST AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH BY THE CONTRACTOR' S OPERATION SHALL BE CLEAN AND OPERATIONAL RIM TO GRADE.- - - THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER PRIOR TO FINAL ACCEPTANCE OF THE PERMIT WORK BY THE STATE. FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR ADEQUATE CLEAN-OUTS AND ACCESS OPENINGS SHALL BE PROVIDED IN 13RELOCATE EXISTING STREET LIGHT BY OTHERS . 3 SURFACING. ANY CONSTRUCTION WITHIN THE STATE' S RIGHT OF WAY FOR FUTURE REPLACE MAST ARM AS NOTED ON TN E PLAN. EA MAINTENANCE AND REPAIR WORK AS NEEDED. THIS WORK SHALL BE B. AT THE COMPLETION OF PAVING. A MATERIALS REPORT SHALL BE SUBMITTED FURNISHED. AT NO COST TO THE STATE. 14 RELOCATE EXISTING FIRE HYDRANT BY OTHERS. - 2 EA• TO THE CITY_ ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT 8. WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED 1 y GutiST 141A 4-Jl1/GC /M£��C GlwemwzX G-or ne"aRAL .em- PAV I NG. OR SHALL BE REFERENCED AND RESET PURSUANT TO BUSINESS AND PRO- 5►'T� P'XZ;Iv/Tf/L/GyT.4C/O itdv�T� , /G J�/o/rGV AVi5 SyF /,730 r✓- F PRO- FESSIONS CODE. SECTIONS 8700 TO 8805 (LAND SURVEYOR' S ACT) 9. PRIOR T TION OF ANY PAVING, A MAT SHALL ¢� /(D 6GW.3T M.N. 4"T/Y/Gk-1A172rG.e4L L.M. �CA��EGO G.�.etf+s��' G-t6!4v114T/ECa�t;+ ro30 �F BE SUBMITTED TO THE Cl L TESTS OR DETERMINA- 9. THE PAVEMENT MUST BE SAW-CUT 2' MINIMUM FROM THE EDGE OF /V'LYR,/w G�MAx m7wv 2irt':15B4w C!/r zrl�VAI/l�-. GYrs?-,oI /r44111TF III .S'r� TIONS COMPLETED LUE, SI ND SAND PAVEMENT. THE SAW-CUTS MUST BE PERPENDICULAR OR PARALLEL TO `�'E5 !o &V 7,x/•4 _11W E GREGATE BASE. THE STATE HIGHWAY CENTERLINE. yAel--O 37 O M/q/ �''T�iYCCa�C �'�4•v0/. �tC477/,r.4L G wiry G. /A/r3�/��v-'/��P P ¢/O�F 10.P AV I NG S IN ACCORDANCE W T - A VEMENI 10.ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN 7.13 O'_�p A1tETA1C /lEPEO/�/ TESTS TAKEN TO DETERM I N ( PRIOR TO FINAL CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC MANUAL, 1 C34/5T M/�/ G"7JY/GC G c d4�uoJrvvl, N.4n�,r�4L G�4r 0 w/T�I�.fT.9G/p�td.4s✓f�l�'/Z���P /GO,G,F PLAN PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, i 1 ® Ot7•I/! /Y�PF-Air/ AND THE SPECIAL PROVISIONS. ALL PAVEMENT MARKINGS SHALL BE /N5T</GL _6ren T 772W CITY OF RANCHO CUCAMONGA NOTE 1 1 .WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS THERMOPLASTIC UNLESS OTHERWISE NOTED ON THE PLANS. ® 4dR5WV0 AVA9 A/D965 THIS PLAIN SHALL BE REVISED TO INCLUDE SIDEWALK CONSTRUCTION . OF A ROCKY MATERIAL. THE SUB-GRADE SHALL BE PREPARED BY REMOVING . ALL ROCKS WHICH PROTRUDE ABOVE THE SUB--GRADE AND ALL VOIDS OR 1 1 .THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD ,i , AND STREET TREE INSTALLATION. THESE ADDITIONAL IX41PR0VEXMNTS DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF. A. BY THE STATE' S REPRESENTATIVE. G G 5 _ -_ TO FINAL ACCEPTANCE OF ANY QUALITY BETTER THAN THE NATIVE MATERIAL. � { - SHALL, BE CONSTRUCTED PRIOR 12.ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE �� rA�/b4 _ _ -� FOOTIiB.L BOULEVARD UvEPROVEMENTS 12. IF RETE IS TO BE PLACED ON SUB- = PLANS SHALL BE REMOVED FROM THE PAVEMENT BY SANDBLASTING BY THE 1; ERILANT REGISTERED _ R A.C. AND P .C.C_ CONTRACTOR. e ' SHALL BE UN I FOR HE MA COMMENDED RAI LL PAVEMENT WIDTH PRIOR TO PAVING. 13.ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED OR RELOCATED BY THE 61ST A.G. PAwA#,,-vT CALTRANS NOTE CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIED ON y SIDEWALK CONSTRUCTION. EXCEPT FOR H.C. RAMPS AS SHOWN HEREON, 13.ESTIMA7E OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE THE PLANS OR AS DETERMINED IN THE FIELD BY THE STATE' S CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN REPRESENTATIVE. SHALL BE INCLUDED IN THE SCOPE OF THE LANDSCAPING DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A ENCROACIIX4ENT PERMIT BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT 14.ALL SIGNS. ROADSIDE MARKERS, ELECTROLIERS. ETC. . SHALL BE PROTECTED SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE AND/OR REPLACED IN-KIND ACCORDING TO THE CURRENT STATE STANDARD CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. PLANS AND THE CURRENT TRAFFIC MANUAL, AT NO COST TO THE STATE. FOOTHILL BOULEVARD Qi S/7r4eer TiC=_,E C. VA7W.. W7t0M /t/OT�✓: 14 .SIREET SIGNS PLAN NUMBERS 401-A A - CTED Al EACH IN- .r,,D STA. 40 +78.13 TO STA. 42+96.0, eWy N.T 5. gr.�vo�o Prov Aro 5/0" 15.C I 1'Y APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM 2 A&4 onmr �� �-- /-p aw Ar^, p 4v0 _-+--rme� ,q��-qp��,� 72> �y RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED -jr _ _ = 1 1 R= 6 O !aV 4 ' ^/p 5d2 O�5d5qr<j 7v Tfie DURING CONSTRUCTION. UPON REQUEST. THE REQUIRED PLAN REVISIONS ) - ­*BI �{!oT �� SHALL BE PROMPTLY SUBMITTED 10 1HE CITY ENGINEER FOR APPROVAL. 16.WORK SITES AND EXTERIOR STREETS SHALL BE IN A NEAT , CLEAN. HAZARD sf �!'/o,P Tb TSE 9��J��'t•4N17NG, .4/Vir2�"!/G b,�S FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED A25 P7 t!%114GC A!' f�/c'�v/ 16D 7a 1f/E GrTy /�V-` z7 ,? ,Qvy UPON REQUEST OF THE INSPECTOR. rO,Y/G/T/A65 G?C /Ul?�'/ENT Ml4y �0/rIENOMFt/T✓ 10 ae7r_%f1lVEO BY /vA/-F 4-:/7 /�PEClD�P 17.NATIVE SOIL IS TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PRIOR ¢ .rG _dW_AI 7xK5* 44011 1/Vi2aG77,0,v .4vv TO FILL PLACEMENT. ,0y TA1E ,✓NEE,�'/�/G O/�//S/G� 18.CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYS SPRucE EL Al " 6MWr 7AWF3 , 4PW Tb GF /crr .14145UG A'IIltlW,-A17- PRIOR TO EXCAVATION. PHONE NO. 1-800-422-4133. PROVIDED FOR YOUR AVENuE AVE/VUE AyLy CONVENIENCE ARE THE FOLLOWING: 5EE 5NEE7' No. 2 SEE SHEET Ab. 3 J� Q A. LLEY MUNIC STRICT [[, MR. BOB STA -2718 NE ROAD C ONS T RUC T I L_ GCG,E,vO /c�i4G �v.�iy� G% A/.4MF 5/Z� SG�iv� 4r.64vr�ry B. GENERAL TELEPHONE (800) 422-4132 -- �fW!/5 L•/A/GE�A IOi.'�'I'G.4A/ -t/�l.oC FOR UNDERGROUND SERVICE C. SOUTHERN CALIFORNIA GAS COMPANY (909) 798-7739 1981 W. LUGONIA AVENUE FOOTHIL-L 90411L5VAIQ0 REDLANDS. CA 92373 -- -- -- ; D. CUCAMONGA COUNTY WATER DISTRICT (9091 987-2591 9641 SAN BERNARDINO ROAD RANCHO CUCAMONGA, CA 91730 INDEX- .MAP E. METROPOLITAN WATER DISTRICT (9091 593-7474 �v.r.S. - P.O. BOX 54153 z- 40A ,�4.�1�1t/Gtr B oC, � LOS ANGELES, CA 90054 4AOW AWA140 F. PACIFIC TELEPHONE COMPANY (909) 999-5539 } //y (J�u/ � /Aro ��-�p�I' AEFNc A _1 KR - - >p2 •Y:6 TY�� /Y �7%K>• YMk. _ Q ' UMESA I R EA/RALPA"RK�A' .E 7uIX.5 NEh Vf / G. SOUTHERN CALIFORNIA EDI SON COMPANY (909) 983- 1746 "°" ' I _ " D'.`" �Sr.F1 Y101 422 NORTH SECOND AVENUE ) - p, EM...MBE # _ o a f,,„ A E tiE pe �� JP�i�/Tf� ADDPp s T o '/ UPLAND. CA 91786 "cam RG i ns; r ,a ti`' s " _ _ I I > i o See Wit/ G P f GoivG w 7N 71�E jF�L`S f?�Je LO CCa(m- FE- „" K��,� _ �; ....,b �w/�,/��✓r�w Q au��r# Vie clutivr�rr�s /i-/a-9c ♦( 51 Q M451 a`F :1 RBM. 151 �e1 1 �V 'F 2 T RRA �Vzs�" T,IO/' - T, ?II gI prGJt/.4fir T T 'S.A5 .5'1CiSt/A'✓ / 19. TH SURFACE LAYER OF ASPHALTIC CONCRETE R EMENT _ _- - °" ;° J ' �j rc�"' ^K'l S�I.3��ls /SiP�T SHALL NOT BE TIL ALL UTILITIES LATERALS WITHIN . ,4TB .rw s „' ' 3 t_ ` >s, 'aF /Jjj Yj�J�/` p� /� �j O A9 ` /J o ff r. ., g ' .4K ",� ' W •. Lf `�--'t".ire R f N. + `�/L/ //1/J (�'•'� C.(�/. /�'TI ✓/L�/T� THE ROADWAY HAVE BEEN I -SITE IMPROVEMENTS - a> -. , �_, t I " HtP'� P INCLUDING ALL GRADI EN C AND ALL UNACCEPTABLE M. "yam r .` `" �' 'S.'' P . �5,�yM : ��' .# . n� aI �° $ - III- DESCRIPTION OF REVISIONCITY APPROVED 3� � R �: � r �.N DAT E PARKWAY IMPROVEMENTS ARE REMOVE ACED TO THEL oRY - v Nss*on s. SiG - ra o s e I HzR =5T ! ION OF THE CITY ENGINEER. PRIVATE ENGINEER ' S NOTICE TO CONTRACTORS ��Y�.�,' 1r �Qe P; T„ AP UGMO\NaQ HEM„ _ r: ,• i r iNnoKST ,.4 . ;, T;B 5,.� 5i , CITY OF RANCHO CUCAMONGA u" '�ii ASHD Sr _ � \`r .s,FE, �lr, i I � :�oR,,.s� 20.ON THE I HERE SIDEWAL THE CURB, THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES € F . Ks,; _ D hr rj 1 PARR °I s' I Z °='' " SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; �" I Q 4�ST VIII= THE INSTALLATION OF SIGNS, AND FIRE HYDRANTS . t a " SHA HIND THE SIDEWALK . TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT s �� si SHL _ E THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE ° 'yA---- - - + LTE+'` -- STREET IMPROVEMENT PLANS PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESEFOOTHILL I 'g I BLVD I I= FOOTHILL BOULEVARD r. �S DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- o / vN S I B I L I TY FOR THE UTILITY PIPES. CONDUITS OR STRUCTURES SHOWN OR NOT ```5 t 5"„`°E„ Era's ppTCo I SHOWN ON THESE DRAWINGS. ��f• I sh ppR `0k ,M. :� FROM SPRUCE AVENUE TO ELM AVENUE X roN rn*CRy� m A . I I I �Zf��C. � � /�T.x/�� SEE CALTRANS GENERAL NOTES. vc .„ , �°`""" -5E 4' M NRE I I / a` . d''� QW � "�''& E.�✓A✓A/� TITLE SHEET THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- ' �R4A 1 /ENT R)IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION . �jL pQ(//R/G OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT ❑FOT----- --+- THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; r A o x - AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY, AND AND HOLD THE OWNER APPROVED BY: DATE r___i__4R_moo � : I ,�5� ��f �. AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED ; ; slab, ' `' ' N N I a CITY ENGINEER RC.E NO. 42 953 I MLKIRLEV 5` _P.. :.•• Y , IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING °i `'H > < 1 ti : '""`" I "5E ' ' DESIGN YA DASSQCUTES INC. RECOMMENDED 35 TN i ,,, R E V BENCH MARK : FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE I , _ `� � 14>�14 .�.., j OFTHE INLAND EMPIRE "m n aI T ENGINEER. z I u;+a oowavLTsw cmL EllQINEFRING F t, BENCH MARK NO. 96-B AT THE _J "` I. 9 d ov.• HUMBOt - A4 AT rs AMD LAND PLANNING NWC OF HAVEN AVENUE AND --- - ---- CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT - -- - ---- --' _= BENCH MARK : . - } r BENCH MARK NO. :96-B AT THE i N1JC OF HAVEN AVENUE AND 19th - ST. . 44 FT. W. HAVEN b 83 FT. N. j 19th S . . SET DRIVE PIN w/ C,S. TAG -IN TOP AT THE E. END OF A HEAD WALL FOR 3-24" CMP- ELEV. 1430.586 L=94,j8' L=Sa•9d' ? .3�' 4=l?3�'o.c• L��,°'�' -4 L-43.15' D.-2 '� e q .614 e 4` /q L D.G 156 L8-2"''9f8f5 A��� ce/4 A14 614 Ltf2.5� 7-OP OF EXIOro _ \ � y�by � • � -� th T '1 � ti O N NORT/l'1/ (iU1�1� th `� v u i I/�JG �T C.`T� `--._- __� � . . • �- - - _ _ �. � �. ��� 1� ', ti `� �. � � � � w - - - - - 3. ,Q \ N NZI ti N W q O N �� � N \ 0.20 °) -- - — � � �} N ` ` � o1N� N o•�tg2!') � — `' � v j "— - - - - - -- - -- - - - — - - - - - - - — h' -- - - - — (0.3/x — - - -- - -- - - - � v , N 2% �' � MNa3_°/`��`t - _ 0.3/ - L L=b/ 34 ' Lf 65 56'O.G Uri d/✓�lANGE - //8 02 ' '+{2 � } _ o•G , L=lv.bl' _ D ' :75, b' 2.46' l� PRA°b5E0 R/6HT- —120 L- G-4/•26 L-2a•3 d b d -- -- j1/JQN LfiNE l0/QW r - � .Z � °o � m •� v off. 121 - \w.' N`� lour•/ may.) �, (0 20?:) - - = \\'_7_0ic of Ex1Sr. - -- r�oR -14 MEaiA N CU99 =12/a . . -1210 0 X...ry 0• A -- - -- -- -- - PROFILE HOR. I"= 40' �V fTl�/L i4' VERT. t 11=4 1 1 �0� m �iA�,E 7 20 - 26 ��� ��� 2ro 2? .,�o,e 28 29 30 ,�/ 32 33 94 35 M 36 LQ (SEE OW6,No-/34 2 ) cicaicr+7ko V v . 1 r _ O SHTS, 243oF// r � a � : WN �� /I ,� '"> ��°� ,� s 5PRUGE AVENUE �5 �`' .�; r)� J ll j k 1\l Ji N N �, � � 3 °o =`cN`` o t� . '`3 � � � p � � w ` O� � � !l1 CS N O� 86' 36' '` ►� y �4 `9 ' O y 4 �e O `� O� N O le r 44 � ti fiPCL 1 lei \ NLi / e f tt :, PROP c_1xw'46K 97667 M `3 �► o v� .3 v - - -- -- -- --- - _ T. - - - - --- -- - -- — - - I -1 TREE M�1/NrENM'GE Ef1yEMEi1'r e - - ex 78 . . �--� �� ,�..� ( Ngo` y„ - - - - - -- = - --- -- - ---- -- wr- --- - -- j - - ---- --�E-- - -----NAL--- - - - --- 66'"(lG/' 242.b o 5 _ �Y/ y.M•H � _ — — _ --�— r�+f � r ■ — yes-� t � 11 n/5J /5"SEw� �. El�/y7 GU�3 y 6✓. . _R � � .� -� -- - 5 -- r— r' ��rr I T � E EJc/Sr r�cEPNo�r9 Gonad/rs �1 -�5f� /L /t — -- -- - - $ _ - - �I— -- - - N - -- - - - q w �} V I �c �\ lot/ y ao �!`� ' Emyr ear z EnlSr /o„ w�re� v - EJVSj. 9EWF"R L/Nt 7YP - - - - I O O0 6 "!_ _ym2; 2 - - - - - - - - - -- - - - - - - - - ti - - -N -7=- �{ g I - X _811 o5L'05"E— ------ - \N \n 33 - _ - - 3� V&_ 4/� �E31 Q - m Iii 27 .N EX/STMF.I1/RNU11W - - — — - - � — — — — — _ _ _ �� — — — — — — — — — —— 8g° 25,09«E 320•!0 ' o Oxo � .� Toot — - - - - - - - - - - - -«-- - - - -- j - - - - - - - - -- — - — 8ic/sT Gu/4l3 f 6urrER 4 -- -- -- T FOOTHILL ( STATE HIGHWAY 66 } BOULEVARD ,0q C. t m �E�I' 7XEE CaV_-' .�[/G770�1/ /t/dTES CONSTRUCTION NOTES: I I /. ACL S�,P T 7 4,,m 7a ,r. -f�v7�/IV ,41CLCK3.'iONG� wiTf! C/1j� CONST. 9 " A.C. PAVEMENT OVER COMPACTED SUBGRADE . jl/�t/p4�'t7 .O iA(/ No. 5/O. I (SUBGRADE SHALL HAVE A MIN. OF 95% RELATIVE COMPACTION. SEE .d►1 0 7NR� C�> 9T�eEET T SS f OGp CGv�vTRy CALTRANS GENERAL NOTE # 51 2. A!- �"7� � = -- R�� � a✓7AVIT7 �/rtG 7� BuFFCr CEV/9ED QUAuT/T7�9 . /!-!4 CURVE 47A TA I I ¢a CONST. VARIABLE HEIGHT P.C.C. CURB ONLY PER CALTRANS STD. �'`4'y�' �i°V5 AV* �2.4vo 505 tJ� fox/M� 7b T�/E �q �� �0 5i ,Wk7� Ivo 5r,�7 Z� A AT � -67' 7T eWAOTIe,-� .4r� NOT,C� r/i, v, l AV9W*9_- 0, iu�7&la- 9Z4IV /re C 4/,4 93-¢9 3/?3/95 0 �BEit/Q/N6 /Q L�O/ylM'GE r I A 8 7 , TYPES A 1-6 & A 1-8 . Q A yb°00 00• 35.oo' 5¢98 3y.00 ' i 3�- CONST. P.C.C. DRIB APPROA ,H/R16H T TJRN LANE PER UTY 5TD• Ne*, 101-6 ANP 119 . 3 �/oe 7a T//E G�l,V�eA7 Of 4VY�oVTiAG; �¢ ' �9G.f�is/Arl/G �/lf T r� e /4°5/ 2¢ N /s5 00' 47 97' 24 /z y r �,,,� AW R,,�,, , >a ,,,E tel' /nA�e1Ve ,�vy�rN�r�r.Q� DESCRIPTION o f REV 15 I ON DATE APPROVED S P R U C / q CGK/5T ¢ /.G.G. Gd/ /G/�vEA•e 5/vE/s%4L.t; �lt%5I e G/� 5m. �u�v /03 //¢ �X/CrT/� � �/OVr G 7G/ M,oy ,�i.� B�.•r�cG .� G /3° 26, 29" !85.00 ' 4 3.35" 91, 77' AVENUE '� Gr'�"'eo �y rWE z5*71Y �� CITY o f RANCHO CUCAMONGA 0 �V88 '42 '69"W 27. 66 CONST. HANDICAPPED RAMP PER CALTRANS STD. NSP A88, CASE "E" . E QO° 00`00'• 8 .00' 12 .57' 8.00 " (O --- SAWCUT AND REMOVE EXIST. A.C. PAVEMENT. ¢ �� �� � .9E� ��iEcj' 7a //ti",.�ol�iv �I/D HE En�a'A146:e 7AA-9 f 20. 46'40„ /69'14' 6!•N' 9/10/ ' (/ SAWCUT AND REMOVE EXIST. CURB AND GUTTER. y �Vr �� ,,4i� 7V � PL,�, �� A,M,G lM.�k'OliEM�VT STREET IMPROVEMENT PLAN S G 22°/2'3/'' /69• /4' 6_c 56 ' •20 ' /4 -- RELOCATE EXISTING FIRE HYDRANT BY OTHERS. P44W5 AVG ! N� �O8 5„�' , M� ¢"7111Cr /�/rta r�L Gaa�r�v ._� G.M. 56o,07eco G.�I�M/,ti'G-LZ FOOTHILL BOULEVARD N 46 5 �f/ 7Z / 5 , I ¢4' 34159" ' 00' ' Gd /. 5iZE Z J�2, f�/Tf/ G/l HT.aG/D /v//�7� `/iv/ / P--,e L 7%n/L f2�k/V a �� � FROM S P R U C AVENUE 0 STA . 35+ 50 . 00 J 3°09'03 200. oo //""'0 / g So 0� �3J, ET 70,M eF&4'Vr1776 AMMV;2'x:0 4yvav7-�iNfS, WI;W uG✓�r�o w.�fir� �V�v •fie �iL 5~1 oAI 5yf / K N B8'42'S9 yGv 27 39 I,EGd �TAiv/Cs4L �Aiti� G'�►yr1�/ � G/it,� 7'y I� GAIT M/�✓. ¢'Ti//C CtXL' Gov!-art ,/vellf•P C !✓/ t_.t�Yr ' 19irii �rr✓=/� � 0o� o8 's5"� /o.00 ' APPROVED DATE : / �p PE,e GLT�/G �,gl✓JV OrV 5l/E�j /. M �tl • 08 '55 .,W 5'OD ■ G41/C�1 ICr4(/ �.Mi4G 2¢B�,r Zo o c. 8 �4 : - _,, • e asT. Priv - �/�� Q.�oic6,&w7?1''irw Gxac,� w/� err �vrsy�w=/2"> � '. 1 �. C I TY ENG I NEE C� R C E No . 24953 ry N 8y �r 05 E O 2'�o Z5 f' GL�TA/Git�`✓�/ Opt/ STET/ DESIGN MADOLE R A CIATES. INC. 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P, I �J , � � 1 l �vr201F5' ,` °q * % , ELM AVENUE �Q \14 R � (- 1� i�- �► y); 0 lV h` M V, �� � j�' p �J t� I '� vlk y ► �► �' �` p �' �' ti 001 N .. � M \ v � ma o •� � ��' � R/W M 1 � 9 b �h .:� � � Q �� �� M Z� w � $•� �,3\, � I I � 1�37 1�. —L --- -- - l�t a�lz -- ------ ----- ---- -- - -- - - - - - - - - -+-I- T_77 G - -- �Z -- �' -- -- _ - - - - --- - - - - - - - - - - - - - - - 5 , -- - - - � J'T EN5r /y"SGWe/t c� ��- J -- �•7 — ` • T l 4� r 0 T IT. 5 lot 10 / EX/br• /o"WAr4qO 'J II• E1%/57_- r6441'7t fNg c0(11&// 5 'gyp 7�� ^ �" Q - - - - -+- - - eN5rMEIl/M'Ca - - - - - - - - = - - - �88-25'10"E 200.07 , — _ - - = - - - - --- - - -_— � - - - �L `09 49 41 / G 42 a9 44 \ — �5 46 = - - - - - - - - - - -- - - - - - SLE ?961 01b tb IRr k �-a/sr u �urrER aQuzo� a �i — FOOTHILL ( STATE HIGHWAY 66 ) BOULEVARD �" __ -7 7 2 -_ I TRUCTION NOTES: - � 1 (D/ --CONST. 9- A.C. PAVEMENT OVER COMPACTED SUBGRADE . 1 iI �y W (CiU86RADE 5IHALL MASE A MIN. OF 99°t° RELATIVE COMPAQ TION.SEE CALTRANS 11 11 GENERAL NOTE #6) \ U q)-- CONST. 8- P.C.C. CURB W/24" GUTTER PER CALTRANS STD. A 87, I I �I TYPE A2-8 . � ltV b ly�► a—CONST. P.C.C. 8U58aY PER GITY 5T17. PLAN No. 119. I , �'C Or F ,�G LY��i�CaP93-q9 s� qs i3�9s SRN HANDICAPPED RAMP . PER CALTRANS STD. NSP A88, CASEO-CONST. I � I DESCRIPTION S C R I P T I O N o f REVISION "E" • DATE APPROVED CURVE DATA (NG �� C 1 TY o f RANCHO CUCAMONGA Q L/O/6rAWGE T /O SAWCUT AND REMOVE EXIST. A.C. PAVEMENT. (SAWCUT 1.01 SOUTH OF 22. 84' EXIST. GUTTER) . // SAWCUT AND REMOVE EXIST. CURB AND GUTTER. ° STREET IMPROVEMENT PLANS Q /2° /l 53" 2J3.33 ' Sg./Q' 29 2/' �2>_ROTATE CONE AND MANHOLE SHAFT TO CLEAR EDGE OF GUTTER. ADJUST 't n 0 , /36. 67' 30.46' /5 .29' RIM TO GRADE. �\� !%M FOOTHILL BOULEVARD D /8°55 '29" 92. 5o' 90.55' /y.42' RELOCATE EXISTING STREET LIGHT,8Y orHUR5. REPLACE MAST ARM A-4 NM0 ON TME r."N• E 90°00'00 " 35. 00' y¢'98' 3y,Op' /¢ RELOCATE EXISTING FIRE HYDRANT, BY OTHERS. FROM STA . 35+50 . 00 TO ELM AVENUE F 22°1,2'93" /69 • /4' 65.56' 33'20' ®-- -REMOVE EXJST 6TREEr L16NT, ByOrHERS . 6 20°46"35° /69' /4' 6/'�4' 3/.0/ ' GONSt P.C.C. DR►vE APPRo,^cH/RI6NT TURN LANE PER C�� STD.PLANS NOS. lot-C AND 119. 466Eiv0 Nr�M!!. ' N e9°5/ '05"� 3/ o�' Oq Govsr ¢'�c cu.�r�r�./rv�►,P sia�w,�r�-�w=s��,e cry �r� �.v,los. ro.� �/r¢. � � � ��` E ��� A F'P R 0 V D B Y : DATE :/ /t i N �E3lC/rj CAACe4 Awl-el- W I '.4r1AG 2� 4a 7130 I 90°�'� 2`f&V ' 3770' 24 00' y C4VMj_ Mix/ °y'J1!/C+� /NTi� C.M. xof/El/> eW"fle G-ZZ "Gor oG .C�� �!a 14814 C I TY ENG I NEERgvAaw (/ RCE No .feo5 ; ,J /,Voo"08 ,g_4"W y.Gp ' y/ZLr 2 XZ; I1//77-/ !JG/!r .4�VD ^111/1W ^Wl P G�T.4iG 5s> iv oN Ss�tET /. 3-3/-97 DESIGN MADOLE 6 CIATES. INC. R COMMENDED # G ei- OF THE INLAND EMPIRE 0 CAV�r MAV. '0' 7W4' 04WC-. A!%#^Z11A1$ A1472 "l- 4OZ-04627 �dr/N G/G/? Cl�iy f/Nr.� (`✓'It~/� CJ V%\. � CONSULTING CIVIL ENGINEERS AND PLARS PFe 0 MA/L 1WOkhN orV gNf,ET A * Ar DRAWN 10601 CHUB HAND ST EETNNFSU I TE 107 SHEET RANCHO CUCAMONGA. CA 91730 D ® /Ne�TIGL 5mrer mFg Ane Gme�vo AAv Alrorm Hesec-oil,/. © G 8 /5 G. (9091948-1311 3 0F� CHECKED RCE No 641 DRA� N Q� NO . At JBL' TE Z-19 - 95- FILE No/u �- � 40' FOOTHILL BLVD.* P.M. 14331 S2 - 23 (0.27] PF : 1026 604 16-Jun-94 12:40 PM / 126- 1026- 1 �{7� 3 o F S