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HomeMy WebLinkAbout1326 1' IV GENERAL NOTES / AG G �r-'►TR,E ET TR,E,� ARE T 0,ff F't•AC�EO G/TY 6TAA1A5A/C,0 <2,o/. BENCH MARK NO. 96-B 1. All work shall be done in accordance with these plans, the City of 19. T.he final or surface layer f asphaltic concrete roadway AT THE NWG OF HAVEN AVE. & Standard Specifications for Public pavement shall no L be place �. until all uti li tes and utility ARJ' ��'Y - 2. .4LG sTR',EE'T TR',EES SHALG �,E STAKEp A/Vca PG.4/VT,Ep •���o�es/�/ T`� .9TH ST. 44 T. W. HAVEN Rancho Cucamonga Standards and the S p p , , , c/T'Y .STAN,rARG� A. Works Construction - current edition. Contractor shall be familiar laterals within the roadway have been installed,- all. on-site O - /O 2 & 83 FT. N. L 19TH ST. , SET with and shall be responsible for adherance to these Standards and improvements including all grading have been completed, and ,3• /�.�'ar•KT/Liz/n/,5 Acv "01TI N/N HAZ_C- E3,E /nJ Accc�RaAM=E tvirH DRIVE PIN w/C�.S. TAG IN TOP P Specifications. all unacceptable parkway and. roadway improvements are re- S�oT/Q�/ 2/2-/°2 of THE STANt7ARD .aP,EchF/ 7-/®NS /�R /='%/,C3G/G woRKB AT THE E. END- OF A HEAD WALL P GvAI67"R//cT/oA1- TY, r R AA/ic 4Sc.�/G, AM,E/VZ7,WS_/V75 SHALL 10— us�v -24" CMF--ELEV. 1430.686 moved and replaced to the satisfaction of the City Engineer. ORGA/V/G• AM,E/V,gM.E/VTS To 3 xAR7-,� FOR 2e All pipelines or substructures of any kind, telephone or power poles, A. of W/TH /E RAT/o of ' �AR7 P P 2• o o Lt_ ANj EM,C�M,6 NTS ARSE Tem 8E THcaRo uGNG`t M/X,EG7 /C'R/®R water meters, valves, fire hydrants, etc. shown or not shown on these plans within the right-of-way limits or in adjacent areas where ,® --"r. o oc g. F5/' T/G/ZAT/ /V lG.A L.L S TRJE� T- TR,E,= SIVA I.4 ,BE PE/•? 77714 R.E 00M M,ENDA7"/G�N� A 4 a a .-- /� A/V 2 �/ / / R,EF' RT 1eL/R / T improvement work is to be done shall be removed, relocated or protected .� 4,. �- ® ° o ,4G C oM o L o N,SHF0 o TN orrY /N P40To in lace as required at no cost to the City of Rancho Cucamonga. ~M~ P A . • � �;, o��.Y '�,°.�,. �"�,C•®y,�� 5 IVO 677R,E,E7- T/?E,E H.aLL ,e►,E 1vLAnsTP_ WN.,=_RE THS. c•.�N7-,E2 0)= . h project shall familiarize him- TRUA//S' /5 cGoe,=R THAs/ THRE E =E=T C31) TC'THe FACE ®� C 3. Any contractor performing work on this p j i'�/'� G'/1"Y' ,�T,n. Q j',�.G. Gf�.,�'T� UNG,E c'TH,E/<tit//e.-- No T ®. N o T�5: 5 TR'E,e.T T"R'�•,=-s self with the site and shall be solely responsible for any damage to - existing o Co�ST.4'vGT/o/V I�t�////'' ��}// rl ���//.RRe �/ Q Gam/ G }�•..® �A� /�A�a/r �ry �+�/p �( �/ • . • e p( 4� ;. •••../ti-!(e �d f W//'^. M F-.H •�Q d-./f•.•'•....V•F/V T�� ,�_+•/ Y Y �/v ,L✓/-4 c/,< Ot= C 4/ ; A!ted� - existing facilities resulting directly or indirectly from his opera- // / tions, whether or not such facilities are shown on these 'plans. U EA jot: /"\! - f i SjhL T a. ALI- 5T'R� TR,�_a AR,� T v 'E -HE 017-Y F/ GTD/N/EtiF_/SRP.Q � AA10 ACC, A3 �GT/ IV rU�,cv Awczcic 4e A permit shall be obtained from the City of Rancho Cucamonga Engineering �O Department prior to any encroachment or construction within City of �7 Aug- STREET- TREES AVE TO BE pt.A,i.ITE9 IN &Gc.oR,p PcN GF- W lT•l} G IT`S SThtJ DARS� �-Ikt.1s. Rancho Cucamonga easement or right-of-way. PR\09 1-O T4+E LA EFWT ANY ?L_kJTN6tj AtJ MR00014C 5. All grade stakes shall be set by the Contractor or Engineer® Paving F e SC91t�.`j R C=PORT SN�4t.k... ( E (AR t�J151tC 0 TU T IJS CVV Y I JC f� stakes shall be set at all hinge points, edge of pavement points 2 z'`O/ A�1JY UNC�SU/�t,- TnXc(-ITIES UR NLArateNT D&FFIGItNG(E5 MNY p g ..4z%'. EC�4t R� (3hGK Flt.t- �vtt, A4r•AENOMEt.)T5 AS DETERMttJEq t3`( T4 E within 0.01 foot of sub-grade elevation and at not more than 50 foot �r /VIED ISLAND M-<4- intervals. Additional paving stakes may be required by City Engineer GiZ'Y INSPeGTvR• '� � •�� as needed at warped or vertical curve areas. �44j►�� � 4 9. Aum. SrRcET Tt2EE5 ptZE SucS�CGr TO INSPSG•-TId1 Nr�o 6. All sewer, water, electric, gas, phone or other utility laterals, � p�GC.EPTP�1JGe BY ���' CNC-�ItiJEe'R•Ih�C� ptvcS or�1• tA? oUEmr-_QT mains, or crossings shall be constructed prior to paving. �..,•� �.. �0- .ST�R E�T TRG E'S k tZE• TO 56rpt-��T E p t'ER p � � ptr �S UN t.Y• > PA�X�eAy I A 7. Compaction tests of- embankment construction, trench backfill, com- �o2sp� D � / I oo) al round and all sub- rades• shall be performed at no - -�'�,.- �/ .... p ac t in g origin g g P ,3� / /Fr ,/ .�. �e..../ .f.�,� �'./.T•�'' . .�.1�1/c�. 'w-e-5. �G .d¢ ��p v cost to the City, of Rancho Cucamonga. A written report with these �..� q� a �L 6 compaction tests shall be submitted to the City Engineer for approval / I - P ,f_„�f I q ,��, 8aO.4 prior to the placement of base materials and/or surfacing. J / �/ 5 e'cxr''FC'y e I I / x [Z] ���/vd ��j ./�.l%//� �,,�Ql��i�*�G�. u..Ql/.7"�S'"' /' �/ G.4 G. N!/�V ° n of paving, a materials report shall be submitted to / 8. At the completion p g, p the City Engineer. Lising all tests or determinations completed to j / N,* . /-7/VAL T/Or1/.'%► z? fE-� pig_ Tv verify stability oil content and Gradation of asphalt Paving ,4Pf ,B/�'' "-2/7Y' :'. 9. Prior to installaticn of any paving, a materials report shall be a /��H}',•�HjTO/�/ �p0/�a�./L•/�/�'� OTT�..+� T�`�� aREN►DVt 2 Eh --a determinations submitted to the City Engineer. Listing all tests or G'erf,^�.w�,s n f � and sand equivalent of � � - '� ��~�~ completed to verify: ' sieve analysis q aggregate base. AL �Z/A ..//LZ./ 1VVG71 N aILK 7/C6 /O �. TYPICAL X,vi - shall be rformed in accordance with R-Value and Pavement tests SECTION M/4&/Vol-1A &" /�!/ IMo L/TH�I�/MA // CA• 10. Pa ng pe 3 �/� G�L.•,� � o taken to determine structural sections (prior to final plan approval) "j,Q, `Qf�►?c -�3. 7 /2� .,� �-? Q ,4. ��MUVE ��. N o 11. When improvements are to be placed on native soil which consists of a � 1 = 9° /x= 70 1 U I I 0 % rocky material, the sub-grade shall be prepared by removing all rocks which protrude above the sub'-grade and all voids or. depressions shall CONST. 6" A.C. PAVEMENT OVER COMPACTED NATIVE BASE ------ --= --- -------be filled with a fine rade material of a quality better than the natives - � g q Y material. CONST. 0.10 ' MIN. A.C. OVERLAY. MOLD PLANE OUTER EDGES FOR SMOOTH fVICINITY 'MAPPO JOIN PER DETAIL ON SHEET 1 . 12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant for use under A CP.C.C. shall be uniformly NO.* 30s ®-- --- ------ -- 1,992 F. registered by the E.P.A. and P.C. y CONST, $ CURB WITH 2 4" GUTTER PER CITY STD. DWG. : ,7 applied at the manufacturer's recommended rate for the full pavement width prior to paving. _ FAVEMENT _ 13. Estimate of quantities is provided by the Engineer only for the con- . INSTALL STREET LIGHTS AT BACK OF CURB 16,000 LUMEN. ---- --_.__--_.-- 9 4 ,,��y./ �• /� /�� /� �s ,` ,/ ',,�►,, �.s �, �--.' t > CURB, t • C..4//'"V.�/. 4C/''/'N"%�G../l�..s"".r.'riGr.��,/�•l'^''�,C.�'��� .:►�Y'1:/ ✓./.- venience of the developer, the contractor shall make his own deter- (ra 66 A//.7 AOIR ."+Y/.7�'f/�GOP��,.COO,2IRIA/A7-eP ;CII 41 C/TY T�E'AFi�lC ,.��'�CT/®,rt/, �`/rt/.STALG�I-'/��'�C'�� 1 � P mination of construction quantities before submitting a bid. Any 6♦ CONST, BARRICADE PER CITY STD, DWG. NO. 404 AND TEMP. PAVEMENT -PER 4e_"l 7-X ,-IT.p item of work required by these plans which is not specifically listed STD, DWO♦ NO. 405. 440- in ,4in the estimate of quantities shall be considered as included in thea-�'�'"��•S other items of work. ^0/ S7R' 0677OJt,/ E STRIPING AND PAVEMENT MARKERS COVERED BY A t° OVERLAY FER CITY eX_� ,6_ � ��� 4�T,4/L aA16Wr�- ? . REPLAC - , ' e +^e t" _____ ____- ----____-- -_____ __�__ _______ _ ____ _____ �u ) c�,/M 11? /`f/ /A/6 STD. DWa. NO. 407 . ----- M ? Gam` 1. x L. __. _ .. 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 TO t,w / ,�.P- 77'/4- ,NaT- � O�/ 7 TO/. shall be constructed at each intersection. REMOVE AND REPLACE EXISTING DRIVE APPROACH PER CITY STD. DWG. NO. -- 7H/ �'aH/� 15. City approval of plans does not relieve the developer from responsibility for, the correction of error and omission discovered during construction. 9 . REMOVE EXISTING A♦C. BERM AND REPLACE WITH 8" , CURB & 24" GUTTER PER Upon request the required plan revisions shall be promptly submitted to CITY STD. DWG. NO♦ 303. the. City Engineer for approval. / /�t�=•` 10 REMOVE EXISTING A.C. SIDEWALK AND REPLACE WITH CONC. SIDEWALK PER CITY hazard free, .,. STD. DWG: NO` S 310 & 311 e---__ ___------------ ---------------_----- --______ �__. �Tq 16. Work site and exterior streets shall be in a neat, clean, AG.,` orderly state, throughout construction. Site shall be cleaned upon request of the inspector. 11 CONST. LOCAL DEPRESSION MASE "B" PER CITY STD. DWG. NO. 51$ ,-________ �___ , IAe 0 Z CONST. RIDGE LINE FOR DRAINAGE';------- ------ /yp 4,f 17. ' ... Native soil to be scarified or ripped between median curbs prior to fill placement. . - (13)CONST. HANDICAP RAMP PER CITY STD. DWG: NO e, .31Q♦_____ —_ —_ _—_ ___..__ _.._._..._...._ /) O/Ae 18. Contact all Utility Companies as required, 48 hours prior to / / / / / "-'� _ C ,�+ excavation. Provided for your convenience are the foallowing: 1/ �T ------------ ----- ----____------ A. San Gabriel Valley Municipal Water District ' � _ a 4 _ Z79AIAl 04%1,7 /:r_-7/.e Cr7V Mr. Bob Stallings (213) 969-2718 / �3QQ,,. 16 INSTALL -STREET NAME SIGN PER CITY STD. NO. 401 402. ------- ---- =__°� _____ r` , �. 57"� / 7� . �4.t��' /�e'(�R `' • / for Base Line Road construction ST. IP B. General Telephone (800) 422-4132 IZ/r4 t 40+17 for underground service tN SIZE QT . .� g spnI Y R t�. 1e� ST t3oT�N►cp,�.N�r�� coMMoN Na�M a 18 049Avr GAT'GH PEAS/N Ho. 3 f'iR G/7 /YGHG? caa.4mm AI G/T 7'" C. Southern California Gas Company (714) 529-2889° /�//i�l �/Pr'�2�,4sFk.�tl C 114Rc-R ST MACz1i o I-Ih MP�,1 t�1 v t.�A► � T"T., IV42 004 (.S'E'A' �'GAA1 /="p/� W V) / • �,�7/00 lo�c, o�•Te�� w,4 cc/,e s �/�W �lcare, wr' 3 X191 E. Birch Street (714) 529-7070 2_� FEET t5��► 1� :..... Brea, CA 92621 (A�•T-�tt�vtsrA L-IRt��DtFwR,� � '"`,.. G�kLTIv/�.R � A/.�/.p ✓TReET'Tf�E�a�`�.�►��;ME,NT,,�IGONC•� 5GY G0NGCPT 1-OC+1` 4 I a C� C- QD vO�ro T �/v.� ,�.�! /p /�C' /��Tf-+lL QN ! ! �� �t� , T' / D. Cucamonga County Water District (714) 987-2591 ST M.�RY 3 �//�E OF'HAt�'�/V.�t/,�.NO/�'TiY c�i� TQ1�ViV G7�;. 9 641 San Bernardino Road1A CpicJs�', ,bR/V,� A��'�O•ttCtt �',EiQ. c/7'7'' -5Tr�. /✓o. 000, .S,E,ff F',4..�N �'oR• w. t//O�".5'/.ra�ir/,IG,�',GL®.�✓�ic% Ty lCATI ` a QT.,t� , Rancho Cucamonga, CA 91730 E. Metropolitan Water District (714) 593-7474 - ✓�- D 1- 79.87 16? T . la ? x.87 " � �.�: COk'�✓,E�' fO.F' 1-114ve�4/ ,9vo, P.O. Box 54153 -� � G'�.�,M?��U.E':�'/G/.�/.G.�' �/,1��".r�,,e.G,L�',,�',�.,�' �'/,�•'moi•-��4,�/�.�'i� O Los An ales, CA 90054 E ' - T V g TI g �' -- 7® r ,���.,�..�®.-�.a 4�.�.1-� .,�,��: ,ti�. .�a�'_.-___-____ - _ __= __ - ___8,89� �'.•� •I f I 1 F. Pacific Telephone Company (714) 999-5639 2a GO/I-ST: P,g/Q<`V.g/Y /?/"//V I5TD• #-907 — - �' _' -'® -_ / G'iqok Of EL NU nn, IT F% A A`H 0%& `kA A EEL- 001=0 IL I NOTICE0/0 "//V. 0. /V//V.f. ,'!T c, arc Y_•p HV%"fflV,.. CONTRACTOR SHALL. .VERIFY AL ° _r CONDITIONS* .AND DIMENSIONS � .°:a 13 COLD COLD R'LA/VE OVERLAY r �,w ����� � �• �° b i AND 'SHALL REPORT ALL. DIS- _ M EUG A�-G�'S5 DWI• EMoVG/RGViS� SIOEWh1�K 1�NC) �� ao� a �RG-i Y R ' CREPANCIES TO THE ENGINEER - - ?_- -490 ° P TRGes s5W . A- OF- cuF 98-► BY �oy�G cum. � � �� ����� �� ��� CHANNEL 'PRIOR TO THE_ COMMENCEMENT �- PKWY. , , 3 � ` FOOTHHILL BOULEVARD DEER CREEK CHA E � OF WORK. pFSC.R%PTI0JQ or REVISiv►JS- Cc>NT-intut� P1�'c'E I�PP`L7. --" ry p • e s 1OWN CENTER DRIVE STA. 04.00.00 TO STA. 1+65.00 PRIVATE ENGINEER' S NOTICE TO CONTRACTOR SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR ,� .� 3 w � APPROVED BY 'DATE COLD PLA/VE EXIST. A C. - �� - ° QTY ENGINEER - _ ` RCE:No X397 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY �. �, - - L�'X/ST/MG A.C. .FOR -�-... =sem STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- f , /� DESIGN ' T ® ` MED AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- Q/G) M/lV UVERLAY ,��•' g NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING tOF SAN BERNARDINO COUNTY -�- NARY- MEAS RES TO HOURS; AND THAT THE CONTRACTOR SHALL DEFEND INDEMNIFY AND HOLD THE " CONSULTINGCML I `I CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIO U r � . t � g TYPAIll-JIL /� / �. . i rvi p AND Nn PLANNING' - T PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL ,' 545 N.Mountain .,Suit®• (05 UPLAND CALIFORNIA tTdd NOT SHOWN ON THESE PANS AND IS RESPONSIBLE FOR THE PROTECTION OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS '�� /�� � �� � �'' °� PNt3 9•q} q4�o-2"t4•�l I. ` OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES PROJECT ,/ EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER 0R THE ENGINEER. " E ��' CE. FILE : t , - - —+ +-- - � - � - -- - - - - - - E CH MARK ^ 8 N BENCH MARK NO. 96-B i ! � AT THE NWC OF HAVEf4 AVE. 19TH ST. ', '44 FT. W. Ce HAVEN } -�--}--} -- - ; - �- - - - ♦ �- - & 83 FT. N. >e 19TH ST. , SET DRIVE PIN w/C.S. TAG IN TOP r _. t - - - - - - - { - - - � 1 I ! 1 I AT THE E. END OF A HEAD WALL - - 1 { - - + ♦ - 1 1 - - - - - - FOR 4 1 3-24" CMP--ELEV. 1430.686 , T -+ } 1 - - - - - / : l I 1 U0 r . - -- - — - - - --- - - --t - + t - 010 ! 7 f t - - - co ♦ - -+ t + - - - + - - - - - - t _ o 1 . • , * I , Ile C_L , l i--- - -- -+ — - - - -- -- -- -- - -- - - - - --- -- - - - - - - - — -- -- Q -- -- > T ✓-1, �1 - 1 -1- 0 - Q}1 -4— - -� t - _ i } f T ID • J '! ; ' O ! ' i • , -� : . : : ; r t •1 : ^ _ -_i -1. 4 - + -- 1 rt ps t -1 - .moi y 1 t pill- 1 ! h 0 ! t -� i t f { - - - - u - �Jj - - f Ott/[rj/�/�► /'fes t- t i 1 t 4 i i -� ` ` -+ t 1 \ - �4' } �r!/"�� ►( t 2 t t 2 1 t t I fi r— i 1 1 , 1 i i 1 - - I - - Y� i t t 1 1 t 1 ; 1 - + - - - - - : : : : -- - - . . 1 t - -- t - } -t -- - 1 t ? t t I j 2 1 t t - - - 1 ! t _�_-_—-- J_ PROFILE - j - T _ -- - i as 1 4 ' t 1 L-L t i T. i 1 /06 /07 /O /09 /lO l// //2 113 ' 114 � V I y � II caur/O/V : H/Gtf /cre,95Ure,e G/ ,5 M^/N J �' GONTitCr Th'E sOUr&A,4cN C�L/f�/'�N//t G/t5 J J GOM/'�Nr, (7/9� 529- 288`/ O/'r C7/moi) 52f-7070, b y Vl/ ^r ZZ+Sr -f8 n, 0, pro" M 0r1^/`Zr 0� sQ' Hol �' " �yK 5NT to �"/9, gam^`'r,rio^/ c �Nr /Na /r�rr/c� / E�t• o x��6:/ -40" a • to fooTtl/!mac- X5/-vo. 1,v1l•'o"ffVr loo 1d Win" — Wim` <;5� Ct/lC6ITT CQ �/e ' � 7-10 /yoo•/o, " W /� - , I N 00 o leo 5,�`c77oN �/ E hp„ r- � n L� i M ESO/�N /N1��'OVZSM � j /� C/1�G• //O•/076J ----- --------- ---- _ _, �� J o w �ryj ./3�/'f O� 5H7g N/+vZN /rVejJUE —+ T �7EXIST G.j.E M H clppA Zt 1M,s�K0VEME/VT RRNS. ----- --------- - ---- -- —� -J _\L ( �ID✓z1Sr To G/C^DE N5 J --�------- ------ ------ ----- — �_,N00•/0'P "W _ _ lV 00.07'24#W \ _ _JIB ooNgT)-,uor/oN --- L_Jl_J I_J _J _ _, ��- L J dip■■ 1 ZAll-7 Z S lull ! •. I J�" .6J�M Q\ ♦ JG t3 L_J n C N N J . 1 /O �•� o I Oo e. p--� ` �,� - - -.� - b� r o — - —� • �. 6` - --- _ - - G` w • o w / " /,� m i p 1 o „ —C� �� 00 C 7 2U 32704 5 -NG wo j' 0 . I. — Gp• U) r \ 1ti 0. { - c` \� G . ICK / I Iti 00 � 0 � �, o0 5a.s4 200 --� , \ o u I I � � '�� � I 1 � ��l� v ter- • d�-- — � - _ _ ` � - Z iZ'w�oE � � O � � /i 2 t.32. oo ?Z h \ I Z • �-� �M) — -- —►� \ N ZZ �eSEi!'lEr/T U I ST�2EET 4AV NT "H/GH,Y/zSTREET G/GNT ��� ��� c I I I I k o r v ^ b �►,' W C9 :'- vENj el^e 7n 0 ►W\ a �` o W w r V o a SQ I I �; o \ Q $ w N \ QFH/ND culla 2° ti d y Oy t •� 6° I; >�Di I �; ,� W \ o 5 fO.E S'TO,PMoe-S/ter/ : o p tLL� ��� 143 � \ -�� \ >_h —_ II ' o j N sflow 7,eEes ,5&7Wl5Z / W,ac,e �ccWS PSC I I � . '5 HAVEN 4wsn� �No/77ov /f 03 G J:/ Q sass, � � 0 AVENUE �'��� DESCRIPTIONof REVISION FOOTHIG.L ,(�QI(�,L�'V�1f�tJ v /7'S/DEWgLK � n �' OATE APPROVE EASEMENT \ � � /2�W/QE STDrP/t' �AoEAl - CITY of RANCHO CUCAMONGA �l't1/�[- ,ac..vly. /Mp�co%�i►•t,eNT/"1.,�+Ns. STREET IMPROVEMENT PLANS FOR CONSTRUCTION NOTES HAVEN AVENUE 5/OEW�I L/C LAYOUT /5 CO.t/CEf TU�1 L O�t/L Y. Af�P.�'O!/�L Of Th/E C Ul e ViE D�4 Tr4 A-/AVAG 5/OEK//1LK LAYOI/T SHALL BE MAOE /AI 7W-x' /ELIC A.✓O !�-CONST. 6" A.C. PAVEMENT OVER COMPACTED NATIVE BASE. AOJ!/9TE0 Ao AVECESsAAef/ TO MEET F/EGO �ovOiTivAVS <t5 O OE/-TA 1ta/ys �.,elv6rf- 71t/Va_, >Nr �-CONST. 0. 10 ' MIN. A.C . OVERLAY. COLD PLANE OUTER EDGES FOR SMOOTH FROM FOOTHILL BOULEVARD TO STA. 114 t00 APPAPovEv e y 7-AE -Z/BG/o K/oArArs /.vs�d` 4A�/o Pkv✓ErT o JOIN ' PER DETAIL ON SHEET 1 . f LANNEAP �•PiO.e TO F/.c/AL �oic/3T,e//C Tion/. ® /q- /l /G 50.o o /2.38 6.2 2 , CONST. 8" CURB WITH 24" GUTTER PER CITY STD. DWG. NO. 303 . APPROVED BY j DATE TAyE E.t'/STIAA OVE�yEAA7 UT/G/T/ES �TEGEC'GMMI1i 11e,47/OAt/ �1�t/,� ® GO'39 g� 20 00 Z� /5 //. G6' �—INSTALL STREET LIGHTS , AT BACK OF CURB, 16 , 000 LUMEN. EGEcTiP/CAG, EXCEPT Foy TyE GG�v EL.ECTAC/CAG) ov TyE (D-REPLACE STRIPING AND PAVEMENT MARKERS COVERED BY A.G. OVERLAY PER CITY ENGINEER f RCE. No . C (03• /5,23" 20.00' 22.08 2-v�2/ CITY STD. DWG. N0. 407 . RQfESS/ /0,eo✓EcT 5/oE OF HAI�E.c/ A!/E�l/!/E S//ALL .aE dvv�,e�,eovvv O � pQ -_ ON DESIGN DOLE ANt� ASSOCIATES, INC. RECOMM N ED FROM Tl/E F/At'ST /-OCE Oit/ TAPE 60�/TN S/,aE OF .�OvT.�//LL !I CONST. LOCAL DEPRESSION CASE "B" PER CITY STD. DWG. NO. 518 . �c 5. OF SAN BERNARDIHO COUNTY ,,O!/2.e 4ACo Tv T//E FieST if1GE oFf-5/TE At/OA�Tf,/ of Tva lAl �8 -- CONST 6Ar6!!08,40/N /VO. 3 �R G/Ty Of/�Nel-lO 6!/GAMON�4 OrAP oWG/�/D. 5Q¢ '\``'��5 �q `may_ 3 �, � c� CONSULTING CIVIL ENGINEERING ��®—�Cl/,�y/L/�.C,e S/oEir,ClC�E.e�'/T>'Of.P.�.v�.yb G,�/VST, P.y�`5 �3AY r�ER r,LrA/G oN Sy�Er /Vo. / 4 ";No. la DRAWN AND LAND PLANNING• SHEET CENTEAQ OAE�/l�E. L'!/C,CMO�/ls, f ATO. Ow6. 1410 .30¢. a. /4 �" m 545 N. 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INSTALL STREET LIGHTS AT DACR OF Ct�RR, 16 , 000 LtTMEN. � a �. _ _, Z .a. • ' �`-c� ,o=,11v4 G c�o c/� .evc TiP.c� A. �D s'z 414 5. 210.oa 18..3 yw g,_?o r , . 7 -REPLACE STRIPING AND PAVEMENT MARF{ERS C4vERED BY A. �vERLAY .PER PPRGIYED Y T CITY STD, DWG. Nn. 407 . O 70°00`00'/ 59.00/ 5yp:98 / 35.00 / of `ii �br. . 1 3 V T,�/�'• ,�X,%s,?-ly4 vv�.y,EA.� �TIGOTI� �'',a� G�,�,r�.c�tix.�tGr,,�/.�c�.4.�-io.,.v,4.rr.�' - GECT CAZ �XCEF'T,.�iKe TyE aa/<'/e' G C7,-e1e7, ,e) DAPI Ti4/E �!2 -CONST. RIDGE LINE FOR DRAINAGE. Y GW , CE. �? 97 • Pi�'O✓�T 1/a,E rr,�- .4,4!/E�c/A//��t.r'G/E �h/.�1GG t/�t/.p,E.�'� G/rv�' l3 -CONST. HANDICAP RAMP PER CITY STD. DWG. NCS° I ii OT _ _ 310. �.�C'oitrt T,yE' ,�/.E'�7" �'aG.E' ..v T.y�• Sc�uT.y �� E �.�° .5/.iGGG (� INSTALL STREET NAME SIGN PER CITY STD. NC7. 401 402. 401! / N, QESfGN LE CI T , t G. 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T w ~ ` DE!SCRIPTIONof REVISION �.' N DAT' APPROVE 2 5� ,. I T 0 f A '0&'A CONSTRUCTION 'NOTES a � �' C17�"•• �,� �-�.� moo,-rr��.,.� � a G� �-r,, N NU U L;UU MVN %;A 0—CONST.­ 611 A.6., PAVEMENT OVER COMPACTED DATIVE BASE P � � � � .,�.�, ..�.�' G, , ..�,�.,41G ,�.�. .rtl,��" - „�/�� ,�4.,2i! _ fit CONST. 0. 10 ' MIN. APC. OVERLAY. COLD PLANE OUTER EDGES F'OR SMOOTH JOIN'. PER DETAIL ON SHEET I ' --Arzk�CUP 13Ei-13 AIL E C"�N►''T i 8" CURB WITH 24,'! GUTTER PER CITY STD. DWG. NO.• 3V • in wom CONST. 4” A.C. PAVEMENT OVER 4" A.B. Q•$ SAwGI►T kmp FkS e ffx► TiNC:; GURb ANp C-AWrTER HnVZIN Av It IN U ka INSTALL STREET LIGHTS , AT BACK OF CURB 16, - 000 LUMEN. COIV5T 13ARRICAD�E CITY 57D.. 01MG. .Mt? 404 AND 7E•IbfF' P'AVEMEAr PER TL7 � 4• 8—REWA)VE Exe�-c►NL-1 rR�e. �eE L��eNp l�.,ao NvtE or..) DWG. NCL 4Q�. 5.0 CaNsTR T EM e'lSWc ' h",E-5e.�R?o P5R C\Tst TZ5. &l- NU. Ic�5-G ` v" f Pmp%OWN %MOE IN I it e T-- REPLACE STRIPING AND PAVEMENT MARKERS COVERED BY A.C. OVERLAY PER 7= CoNT 1 eoNsr. P+�Kw�t. 1N PSR �%T� arc,. �1G-,.Fav• toZ-C, V ,q '41 . `'� PPYEQ Y _ (� lz T CITY STD. DWG. NO, 407 , (-..-REMOVE AND ~REPLACE EXISTING DRIVE APPROACH PER CITE' STD•, DWG. NO. @�—cOlv,97 091V9 -teiA'X0Ac- ` f'�R CiT,' 67'0. ,D\vG. /vo. 3aca A-,zo-M f T ENGINE 305. W=16 ' P s 1G !� �� '�• `�7 ore REMOVE EXISTING A.C. BERM AND REPLACE WITH 8" CURB & 24" GUTTER PERNCO D ,�, �. � DESIGN CI T CITY S C� 3 9D G�c� cel zi?�'.OGS .541. 9 .1•�- .G�� A` E N D STD. DW P NOP , CS 3 P - � . a, � E 1 , �o REMOVE EXISTING A.C. SIDEWALK AND REPLACE WITH CONC. SIDEWALK PER \�1 �' Al 22 =9 .3.�G'•DG' 2. .3Q ♦ Q �, � q .� . CONSULTING CIVIL ENGINEERING _ CITY STD. DWG. NO' S 310 & 311 fes ` . 2 G' i9'/ �.dam 1-�. 1��r/ G�.�1.� ,�.,�'G' ,�'�� ,�c/G/>*� G'° 22'.59�f .3�f.4120 2 � ' /.G�to o �` �``` • DRAWN AND LAND PLANNING• N T C*aEalfsT 545 N.Mountain Ave. Suite. IC75 !2 - - o qr � ' t p. , / UPLAND CALIFORNIA 91786 2 CU/VS J l� zz .59 ,346Z.ao 2 .55 . �9 . 1 L!1 T /r'f1�2K��/.�y 01";z LIN rElp, .5 7-D- .9a7• P H O N (714) 94G-9!94q 60 CONST. RIDGE LINE FOR DRAINAGE ti � /. - : erii�r —ADJUST SEWER MANHOLE TCJ TRADE. Q 900 00' 00 x'.00' /2.571 (9.00 ��- � ,� � C C D G o./ B/�'S S 5Tl�i, c7- G/00,f� ARe T!?Fac �,q//P7 /cid' f. Y pEi/tcG 4DR M(; NO. P --IN►�TALL TOP 1_ IGN PER CITY STD. DWG P NOP 402 P . ,ANO /N.I AG4 0 f�Y �3,Com., .A�/p G'v®�PO�iV.9TE,D TH�et/cyiTY T.�'AFi�/��e c`T�c�rv, 1 DATE FILE . _ _ l BENCH MARK: / r BENCH MARK NO. 96-B r tK/5 r• ►V'L) 10 _. _ - - yy --- AT THE NWC OF HAVEN AVE. i \lL N+� y��" _ r�" _----- _. a1l'�� _ .__ _.. _ ._ µti - _..._....__ _ _ 19TH ST. , 44 FT. W. HAVEN F _ _ = _. a _.. ..,n _ . . _. _ —_ _ w W�`.. _.. { _ i .. _ _ "_ _....,.. .... _ � .__ _.... ...�. ._ .. .. ..._.._ _. -_ --' � � & 63 FT. N. 19TH ST. SET 74!_ _.� .t � _ .v�__ , _. .� r ' irk ... _ __.._ _. - ._._ DRIVE PIN w/C.S. TAG IN TOP Y _ _ CV _ , c , G?,' > - ; - '_` "'---!✓rt�x _ ._.__ _. __ AT THE E. 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F,nC'n wzh \ � `, t✓- +C s `alb F _� � _..- <.... xr 3 STREET TREE PLANS y � �3 � � �� � i�f �t ''.-..--,�,.....ww_ __.....�,,... ., -rzr �,v „�� �•,� .� AKE�1 r0 � M/t lNT�iin/Ea APPROVED BY ATE J! .._.w .__.. . ..__."__..e _ _. __. x. �_ �, ,` �+�;" ey ciTy MA/AlrelV AlCE p/5T -0 CITY ENGINEER RCE.No 9239 4 ° h ",� i`-.,` ,. `� 3CE ,C11�/,bsc. E Pl..1Ns QROf ESS/' g �' ; � ``-. � ' �' ~� Foe sr/c��j T om• �Q�� # %e DESIGN DOLE ANDASSOCIATES, INC. RECOMMENDED \l TON N ,• c; ., �'�,� \\,, -� ;d A--,- '�,f = ��5 gooya+ OF SAN BERNARDINO COUNTY Q s CONSULTING CIVIL ENGINEERING W Z No. 14014 w ;r DRAWN AND LAND PLANNING SHEET Exp. 3 !! 545N.Mountain Ave. Suite 105 UPLAND CALIFORNIA 91788 46 PHON9(714) 94-5-0-749 �F �t A0 CHECKED RCE. No j'¢ f OF CA`1EO DRAW I G N0. c/T>' TE FILE No