Loading...
HomeMy WebLinkAbout1433 1 p LID M'A P " ' . I N E X STATION 30+16.50 TG CONSTRUCTION NOTES AND QUANTITY ESTIMATES 58.37 rr EE T r , ' NUMBER ITEM QUANTi Y ® '' '-- ,'-------_ 8® GEN ERAL NOTS= 1 8" curb and gutter per City STD No. 303. 104 (A2 4= LF 870 LF ® rNei7ALl.. :.-...ter` _ _ 9 _ - _ .. - - 4"PGG TEMPORARY 8 p VC TO 1. All work shatl be done in accordance with these plans,, the City of Rancho . ------ �' '����-'�' t' SEE AG P 1 FALSE BOTTOM 2 Transition curb only 0" - 8" per City STD No. 301 . LF Cucamonga Standards Standard Specifications for Public Works r v INv 54°�c► s n • , INV Construction - Current edition. Contractor shall a familiar with shall M �_ _ _ __ U 3 Curvilinear sidewalk per City STD No. 304., STD. t4- l� f 7�2 tiF h(o$OSF res onsi f fora r n e o the tan ars n pecifications. --�'��� -- --- =._- fl 8.0' 0 &SI of-r DriveB approach per City STD No. 306."FZ E w AS Nc�_TEL� 7 f Cp aF 2255SF 2• ti 1 5 AC over ' 2r1 Z �F4a 16DSF All pipelines or structures of kind, telephone or � AGG Class 2. ___._ Y power of water ° I r . fire hydrants; etc. r t 8' Pt_l.�C, meters, valves, shown or not shown on these plans , + 7N.,FW624 DIA. 9®5F withinthe right-of-way limits or" in adjacent` areas whey improvement work ,- LATERAL AND I 6 Removal of existing A.C, pavement. 1c7, & 4O SF' IJ0 L•----------------------J r o n shall removed, relocate or rove i place a require '-�'� . ., � SAND BACKFILL .. • � INV. CATCH t N t cost i Cucamonga. 50.37 Variable the k A C I (p 1 i ) c nese A.C. overlay 0' min) cold plane 3. Any contractor performing or a this project shall familiarize himself with ' � - at outer edges for smooth joint. t siteand• shall a solely responsible*his any • a e isin facilities ---------------------- 11 8 • L . resultingerectly or , indirectly from his a ereons, whether or not such `__-------------------.! . 8 Limited access curb per City STD No. . l facilities r so h t se , ls. 21'CATC_'H Ar�aI 1� PER C iT`C STD.5 MOPIF160, 4.0' _ �aEETAIL ON SHEET 1 0-� ! permit ll a tains from the City of Rancho Cucamonga Engineering I , Department prior to any encroachment r construction within City Rancho' Cucamongaeasement r right-of-way.'y LID Sawcut t form smoth join. L'F 10 0 ° STATION 30+16.50 _______________________________,- STATION 30+25.00 • All grade stakes shall a set y the Contractor or Engineer. suing stakes -, $� Tc l 11 Install Streetlight - 9,500 Lumen PSV Installed by shall b set all hinge points, edge o pavement points within 0.01 foot of I '�--� 58.37 S.C.E., paid for and coordinated by developer. ,W/R 2� 1 A+_ . sub ra a elevation t not more than 50-foot intervals. Additional .... . es - Ii uiamber stryaciflua r . paving stakes may a require y city ineer s needed a warped or [](� r 41 2, Vertical curve areas. L., afion` merican _ . • l . i 2.so• 6• All Sewer, .water, electric, asp 1 4______________________a._�1 1 ° ' . 144-TALL- . EL • a • • o • • •phone .or® other utility laterals, mains, or - -,, 8~ Pvc •Rc.G. TEMPORARY55.8 13 Existing overhead utilities (electrical, except cro sin s shall a constructs reor o pavin [ INV 54.20 3.�86� FALSE°BaT oM for the 66 KV electrical) shall be underground and A . .., .•. . l I ,ax poles relocated. CA - 7. .� 7. Compaction tests o a construction, trench backfill, compacting I ` `'-- INV �E �"AGE 'l'T PC:.Iz T tL C?Rl N `T 1 originsl groundn all s r s shall a performed n cost to the City It . 8.00' 8. w° of Rancho Cucamonga. .„. � . /564'y1t Z- 71= written report with these co ctio tests shall beDrr _i______ -------------- 8607FTAR4024' umie to the ity n ins r for rval rior o the placement ofL---------- '_.�__®__tet_®________________J .owe►. _-�-4'' base trial and/or surfacing. ._ t - � - . . • . F41a -- -- DIA. LATERAL _____1-----1 AND SAND BACKFILL . t the co plion- of avin ,' aterials report shall submitted to the ° c___________� ° INV C -rC..H A.S a M Ctiatyil Engineer. Listen all tests or determinations completed to verify I ..' `' INV 24 Re 50.37 i oil contents a gradationo haft paving. _ ` •� �°/_� C ST CTI TES E T T T E 9. reor o installation of any pavin materials report shall su i to to ' a'Li STUBaIT p1 the.. i Engineer. Listen all test or determinations completed to verify: '• � � ._ ' 8' 1 . !I .street trees are to be placed in accordance with City Stand d 601 . sieve analysis n equivalent o r ase. ;. I4.0' j7. ° 2. All str trees shall be staked and planted accordin o City Standard I _I 605A & 605 s proximity to hardscape dictates. 1 vin shallperformedi accordance it -value n pavement t _ -21. `^j^/ ____ � CATCH AIN N�. MaDIFI . . taken o determine structural sections (prior o fins! plan approval). 3. Soil fertilizing an onditioning all be accordance with Section 11 . When improvements ar to a lace a natio sail hick consists o rocky TANDry/Af :D NO. X5®04 212-1 .2 of the Standar Sp if ati ns Public Works Construction. • .V0 P. ~ ' V=8.0' „ trial, t sub ra a shall preparedremoving all rocks which Type 1 organic soil amendm s h e used with the ratio of 1 part - organic amendm nts o 3 part ve sail. All amendments are to be protrudeaboveu ra a all voids or depressionsshall b fillsFOR thoroughlym' ed re r o backf° in p g ,'.• *. . with fin r material f a quality r than t native material. I I ► • 4. Fertilization, all trees all be per the reco endations of an agronomic 120 I asphalt concreteis lace o su r soils strelan I �, registered y the • , for use un r. . n .C. . shall e uni- � T L f 67 -e IC IL ` ` _ soil report furnished the City inspector. for l lie a t cur is recommendedrte for the full pavement �. IP ` TD ` �a -17 I I o V 1 I t i th prior to paving. \) 0 ) cam ' • U 5. No street tre shall be planted where the center of the• nk is closer ' p p g• �. I D `I'u .,'F"t-lL'� C.1 t. t N Z' r i ` �►`� than three set (3 ) to the face of curb, unless otherwise "note • • f • • V 4ALt �r , 1 • Estimate of quantities is rove the Engineer onf. for convenience -�- -�' �, • 6. All reet trees are subject to inspection and acceptance" by the` o developer, the contractor shat! mak his n determination of can- .. I F` str c iquantities re submittinga i 'Item o 'work require y Pl- O gineer. F 4" these is which is not specificallylit i the esti nii shall Z� _. be consideredincluded in h other items o work. /L�CD/V.S`7RUC7.10)V / 07,- ,S'.4it/L7 QUAINT/JY t=_5`7/MATE,S (COiv Tom} 1 . Street signsper City Rancho Cucamonga Standard Numbers 401 402 shall a construct t each intersection. /S CON57; UCT CZIRBS'/OE DRAIN PSR G'/TY S'TQ• /O7-B. /2 G,' � 16, C0AJ5'rRUCT` CA7Cl-/ BAS//ti///VCG• GOCA'L DE�',�'eFssloN F��2 o 15. i approval o plans doesnot relieve the from responsibility for CJ7''Y OF 570_ - -:700 ..e .307 "w"� "V",A.S /VOTED, 2 Z=4- the correction of error a omission discovers duringconstruction. Upon ' < r= 17 CO�I/ST/2UC% c`_'4"�?CP 45-00-D. 22 IF requests the require Ian revisions shalt promptlysubmittedo the City. Engineer forapproval. 18 COiVST.�'UCT ,.3Gs ,2CP /SOO-G? L,rc' T` NIG L4 MMS II . � - � -- a° �� i1ll r4N Ne 4, ,� i9 CO/VSTRUCT PC:•C. COZ-ZA ? C/7 STD. '32 1 or site exterior streets shall a in neat, clean, hazard-free, ,,W .: - / s ., + N, ,,,,. q-C•9 a. orderly state, throughout construction. Site shall cleans n request - r ° � 2d REMOVe EXIST. .36,"`CIWP INLS`7' /NCL. coAl , /•'417 o inspector. � t N l<p DLA I ,hl ® AL t+ ' .v C A ex 36"RCP ° q r , f�, 6 ° t 21 RE�l?OI/E EX/.5% .3 Gla GF a a r er < pz000rc-• I Q� "" � 5 " , ^ ' . 17. ontact• all utility companies as required two (2) working days prior to _. ._- ,. ,a • .. �� ; �,:� 22 i25� OVe= EXiST. 12'x RE fB iAICG, �E4- , t?AGES I LS` excavation. 23 R� MO/E EXi.57" POl�ER,�CUY F'DGES Co EQ. RO ESSfp� 24 ,4D,JG/ST EX15 /Yl, 7Z� C�2AD .3 E/t. ��. 101,/0. .° o 6�' 25 REL•OC;4T2F�X/ST. ,.5/6/VS rn s o R /JV-ST,4GL �E "�„/y/. •`'K' S PE,E',5�T1? 40a. -4- 2& E4. !! iM r \ ` 27 I,r`/Sr,4Z1_ .5'TRll:P/IVG Re7,,e C✓TY.STD. /.3,3 ' P'3.31-11 Q l- Jj �^ �rV1. • _ r _ `.: .':; :r:. 213 Ixl6TA4 � /Z �COVD01 No� LZ,13o a • \� ® � _ w \. .�T 7"iL,�} /G: l(a�/.�L /�C/T � CO�urt/ ca C.ALI _ - r r ' ® �. �,1-�F' cove Pe~ CIT',( ca. ii �z _ ' q 0\1 y /� 6 dP y 7674 IVI moo° a e I -Wats. how P.A. PA YIN4 w/�I-r Na. ray "� • C r ------ f"tzoM �LOC "1� ST UGIT P M �VS:CwE•m P}� is P� D i r r w ! lt4A I Y ! A _ ,p Y % cATGH ! i .i p -ro BE PRO 53.75 Iape T QVE D.� Z? TQ 1IV c0 % NQI21H QC-& T vJ ; a r @@ CALIF.bioGAY ow AV r`. VARIES VtARIES r r ° r 1, f" ! ► I� ►S•O I�.o I l•o i2.O I�,o " z sz.o �' ��.� � �, ADDED DRIVEWAY 4N SHEET NO.,2- PER DRC 2aQl-- °, I . . � � .« �� � k; 2 4Q6"?5 BY: SB&O, INC.APPAMM INFO7.O rr. ii f I I 1 I I I �`'R q ` � \l4RlES ,�.6 Q•O° Mi N.�. E FFK•Trvs^ 'Q _ ." � r�g ° � � AD/JCL7 ST. /MPf20NE'MCN13 TD 1V/S OF ARRoW R®t1TcS P�,�' t ..t".. _"ON1 ST ! l�ac.N 11JC a ! DR00-06, [3 Y'RSB °oo u BLV f 1 �'t DESCRIPTION OF REVISION CrTy r FQ4THKLDATE 14MMW Pitn. . wy t L i r PEZECA�T G O u?E7E tAr caar® ` ® i &'of f/2 To t 4 a» L 1 �i n�P A P p-rMY OF RM 0 AMONGA i k ! ! '.. 2•®9p 1"A"RGGA1 r .r _ ; a -; .i v ° �► ¢ swum To Iso A" -0 'a -ffisw*w 4001aw ' 44.C3 V 1 ro t;p P rop 1 . r _10 L/o tools evro Boom CUCAM 1A GO U C) _. Q 0 ! A T ' sF a MIN Ku __ l 8 M PlzoPosE,D c�utzP> � �� � / \N/ RO U I t:�v p • ! ! Who- t , ; / ,•. t �'iz®Papp t�izaprrDATE .. Al"PROVED + . _J------------ t.I �`�` Roam aY l i DESIGN ! CL-5 e L_jcrn No, 37888 t7 lu a : �-- _�1 IZOUTF�_ !A- NTC C TA i t A "°t" CIT Y 1 11301ST ! r 4TH ST I. :.« eERNaRa o '' ROBERT ✓. B RGF 37888 DATE G. tI D ' �/ �/ p rJ. (Vt. MUTT W F{d. co.CU . t c ��_ __ . AL __._ � � ," G M fi N4 80 J R E.Qt.TAI_U, t . r1 ! . __� 1 CJ r+ t6 ♦.. • _ � 7 4rMYi1� �6.�� 11 �,� �v T 1. `/I �/ GIId FL®®rSHEET®______ _ ______!_ ___�-_�___ _ ®__�a �. �� w■rt �•A j� /� i- �►a. �S 68 NDRAWN `f R p 1 9240 pay® „`-®,.� p ?pi �Me A`.' • q�h4� ERiYNR®� peMLl .7G TW''�1G31 _ . ,,,✓ OF C Irk ^. F.AAOVF-(F- ,, l S � 5r G �tD 4LK tty r � • �v" I "'e' l " ' ITY MA00m% (?4)e384-2i5'9 S W el)6ff Oen' W4LI< 445 4SS,Tt•4m r AP's' T7n�1of I QIK op Cv�¢ - C i • • 2T tGDW5T "M11J TWtt x C4 C• IN,1t31< O . ,�. , w __._ • _ _ _._ _.,w ._..._. ,111 -'D ge a�C3 - Z.i' 7- 5- FI 2L -5 .25 _ ,ic-r a T Qo. • BENCHMARK SB CO SM 01100 .---r--- _ _ _ _ _ __ - -- _ _ _ _ . . - -- . - --- -- -, .. _. _ - - - -- - - - . . . . . . . . . . . , - . . . . . . . • . . . . . . . . ; _1 1 INCH ROUND MEAD BOLT i . . i : : Y : ' : :- : . . MP I . EMrtE 7723 PDQ +Y4, C�F�K M Pr_6V1�MW' W STA ED SB CO BM 01100 ON . : - . _ : - -11 . . . FRo.�CT ARROW RaUYF- 1:E -r Con>5T2uc.TaO►J - • - , . ' NLY END OF THE E CONC CHAN aFLA S LyRAWi1J� N0. ffi-I!o ' . ' - WALL WALL BEING ON S SIDE . . . - . : . . _ . . . . i . . . . _ , . . - _ . MI w OF ���� � OF ARROW RTE 200 FT w OF . 'T1 i-15 FRWY t 1 - . . O . . . , _ - _ IWANDA AVENUE . - 5 - 4 5D' EFT �T . : : 1. : : ; ? . - . i - - - - - . ELEV 1160.11 FT : 3lo LEFT V � � - {� h . . : . 1 _ i ! $ - l _ k h1 . . $ _ _ . . . . U . V i . . . . ,,.0 . k 9 3 -1 . . . , . 4 o . . , _ _ , , _ _. . . - ; . . . . . n C41,4216 . - - 0 . _ % % : _ .- a,, i,. V G �' �' 3 L E6'T _ hIIIIIIII . % �- ewt____�A ,,:!�. _____ _ _ . - _ . CGu.CST.Pt/�' G1�!?BSil3E /it/ Pd-.P CiT� L F _ . - - . I : . . r T t�PA - I � �� . . © : �7 -; T/N - STD /0 - __ _ �=- - /� Q : 7 B. . . - _ . . . / CONSTi2UCT ATC./4,45/7111AAtL. : � _ P : J O _ , , H �O CAL OEf3P /ON PEEP E'I' S'T.D :3d0 ,3d7. = . _ _. . G1eoUN0 a Oji 30 t EF7- ... - 1`P O : : : E)(15TTk)6 E.O�P : . . . COAJSnemT .94 .PCP __ _ _ - A - Q N i /�4 /_,� ' ir?G I - - . - CO/V57-RGGT 6".PCP . . . : . �� - B, 3 '/.3/33, : , w; . WW sre cT �c t �'� I TIA1 . . rTrtit61 4j� . e�Y /9 ea4i U C. Cod A.2 . _ :_ �.! . . . fl� . . P 5�/ _ _ _... �A . ra : re��r-�vE:Esus "c�� :cJcc. `�`�+! ,�tl� _ 4� . . . t� o ,�13 p . Tj" /NLE`T/` :D{/�' - ___� _ _: `"�`� . `3•I : . _ . - - - - P . . *�Q +� Le . for _ . : . 001U � N . ed : ,eE1IoVE' .��• zcP : : - _ - �� - - *4 - 0? * 1A �' o , : : �° : + : . • iv : @ I : I : - to ry Q M N It Q fi t, Tl A.S i _ - . 22 P� vE EX�Sfi/2'x 6',ec6r h/cc .�E,Q : ��i_ `-� ^ "'1 hwt\ E J y r � � 6'lar s i � . � r -.�?Ell 0 V, _ ���---- _ - 2 AL�JlVST E,Y/SLS itlH. 7a G.�eL1Q= _ : : ` - __ _ -- - . . j . _._` _ . . . f : : - . ter. _ i - - _ y• jPEZ*0C4TZF ,KIST._S/15A45 : . I � `` - - " + - . . + . I t , Ilf - - 1 # I 2Yo IN_'V 4LL TY� L",4.04,P�E'PS � ST27.466. : : _: - = : : : : : I t . . . 27 /NSTl1LL: 57R/ /NF �" '/ A " . . . : : . - : � � P 7� STo /29 . - _ . . .�.:! SEE JJEE . FUTURE ! 4 1�' V % C S T,` 4> . . ._.._ TING . . - - 7oP aG ;dTs � ,o -/,3133 4 - t d - - . - . : 28 Ja/ST.4[.0 Jaz-d,OAI x yT iF AIO.S.°�ZZsax ;�- � : _ _ _ - : : . . - _ : : e: r TRAFF/C S/6� 141_ 1A1r45RCLXJ.t/E . . . CT - . GU,12i3 C'' ; � p � � �� K . I : : 36'� +� 90 S as V Va ; 29 . `� V o' 4l1 , /lid'//11'cti Q t?EMOVE LXfSTIiIVG TREE "�` fy - V i• V �} tj 11 : � 1' _ . J 1 ®r /3.5 /cs}J �_ , L 3i �c j 1) Q y, 1. 1. dPaS � �9 . . . . . pp 3O z SAWGUT AND REMOVE EkISTINQ SIDEWALK - -:_ - _ �!i . _ ? !Q N �;t- . : 3 h Co,r cU.2g P . ; i �t . h / T . . - _ . . . : - _ 6. : - -: > �. It1 �n � eo o � tieo N N 718 N 4 - _ __ //Jyy7� jT_ _ - _ -- - - -- _ - _. -__._ _. _... _ _..- __ yyy -- __ - _ - _ _ .- - - - - % MD- - _ 4r.- � I � � � . � , . - I - I . . I . I I - � . � � ] a : .- d � q\k - . 4 : I : " : - : : * . : : : : . ; . : . : : : . I - . : . . : : : - : : I :L i : : --- _ . '. I /rXP5_nA14 - . : 14 � : � . : . i � - � - : : � , I .11 . _ _ _ f - �� : $P , , �1 . .- _ _ . 1` � _: ; Z : . 41 . } , ! - _ t . - _ _. �' i E . - , . . : J 4 �. T- , . . 4 V R . . AA - - i - - - ri /-/",A*- I _ : _ - . - .- . . . _- . _ - @ S O.(447 . - _ . i"s y . V,CQ T. :I : . : : p ; . : ;.1 . - . : . . . . . . _ _ . , . . . _ . . . - -- _ tt . . . . . . : . . . : : 061. Zb Z 7- 1g- �q_ 66-;_ AZ\ g/- I -- 33 3y- Q• 35- 5FEGI AL NOTE : THE CONSTRUGT►0M OF GURg AMO GUTTER Sim WALK � 14 � � ,!), OR " orf + /MPROVE/►lE�t/T�,. P6¢ pdY C 2EF.X /MP¢OI�E_ME�VT LL "f I- "Q 00 �c ANo A.G. PAVEMt=1JT EETWEEIJ STA, ZS+r 8.79 AnlD STA. 30}00.0o SHALL pao ��r a,rrQow ,¢ovre �rz��T 60.vsrr 61df7 �v �I j � 7 F Q Q -- +- 2 F.�ESC.N6D0LEp 50 THA-r THE ACTUAL ITEMS AT-ZEE 11.5 F'LAc� A)J1> APP2DVEU PLANS �•24W//VCS A/O, is-/!o (FUTURE) Q ,4- i1 , ; X / I /4 ca No 41829 W I TIN 11,1 NINETY 11Vo 1ZK 100 DA`fs FoLZ-vW I nJG N oT1 Ff�.?r01�1 BY Ti-f E CITY !Q -� --1 1 t E,q�. s+�1 SCALE OF INE COMPLF-TIOIV OF M. W D. PROJE.G-f O 4 11 I(p If jq 11 • tt1 in 1 *`rest I•' 40' I 62.4 56.9 / � w N 14 U 59.9 � F \� s e7.4 / e6. ? of cap = 6 2.7 / / / , / / � k 59. ,h 1, V V tt -572 1 h / / �i - / 4 t v -a�3 0 5 9. A otCl MACE I.O�A o1J of a * Q 1 I_L, 1 r I 62.4 �� / i86. 3 / B6.2 / W 0 y X9.4 V M. W. D. EMERGF_iJC_%f �4 " 0 '4 , 62.91. \ \\� h // / // / \�U Q k �\ '�I V W. 0 4 y 9.8% \ to Itl 2 t/^ O X11 6�' ;� � ScH AR6E coil DU IT. � � rA ) \� p / 86i 11 .6 / / \ 1h 0 % n 5.1 V' v 0 6 >. k I I �:: Q��n oc 6/. i X - , � 6/. 8 `\� S / � - -- / < \` \� t I � a� . � y* R � 1 g � I� tt �'� h N % M � 626 1 , 55.7 \\ ,-8r - - j �: _ h o a n 14 v, a<<.�� o, W e °� �5�,_ Q o� 5 9 ��w Q �.h ' % U I - 1 q 0 3 - o 62..E 6 2. 5 , 86.3 �' S Ir `. N n 9 t p ,J 5 7. 1 x ll80 \\h � � � k -)+L �'�v h 4 * �'�.4 \►.\ � � 3 5 a� � � 3 i--, t>_1 � � � \ � �q 6I - � 'h I 8 6.5 /,/15 _ - •. IN Q '� \N -W h 28 28 711 I j �m�I q 't• T,x- o /' a - k ms ti � a k 3 /2 f 0 3 - „ l2 X I'Z. R.G.8 5 9. A W d.' ;____�� t/� 1� `1 4 y I 62. 8 a' 62.7 --X-_ / W Q RIW .15 - --- - _ ' I 40 j. + w- L / I �-_ � - --- q5. TG B. 976 � � (00.� G' - F - • • 63.? ,/ 85 6 57.7 F� _ 2i��� SS.3 • o. t. • _ --_ • i56. 6 //6p �, , _ Z x. CEG .,- y�,•6, - ... .12 -��.'I _ .... T1 7 3�'Gn4- ... 5 �0re I.401 rC 94 Fi' - /. 3 �� I 'Y'ViA 4� - 20 - � -,.... _ .... _ -_ __- _ - , ...._- - - - - - A S - iN - - - - - _ - / c � -„, -7' , - J58.7b/N 0/ ' \ i \ e r X - •�-� O 13 A -�i 156 6/ z - - �;G� - -- \`>> - - ,\ \' - z F> �ti _\1 L C . '►0 7 \ , F/ 0 5 o - - l0 V ,'/,_ f - -)r-- - - _-_- - _. - - - - __ __ _ _ _ - - _- ___ T _ �. _ __ __ _ __ -_ _ _. -_. -__._-. .._.-. -. -a_- -- -.-T__ .. _ _ __ -._•r_.- __-_, _._ -.._.__ __. _.. _-._ _ _, _ _ - - "- - '�- ivy°-v� � n ,C - T . - __ ---- 62.4 � � . � �. -_ _ . . -�> �� � �;, t �0 < � �t - /C' W ql „ �.-� Id /6-W� I pi �1-146 W- -1'i - ; -- ni-- m �H-_� - -q --- ni d,- ----IH- --- -"I -/f" n II P '2 �REEl o -- 6a - - -- f 30 ,e - - -- - -- -- -- - - __ - -_ _ _ - , _ - - - - - - - - - - - - - /i 5 -- -- -- - - _ 2 2 - - __-_-- - L - �� 5 ` -- F Z` i :1 ----- ---- d - x 4 O� � L J 61.4 85,4 �''� t2 712 I rt ►2 , 3 Q V c � 4 ,\-_ V i, �� . �< - - a4RE LAIDSCA A%ZE Iz 1- Q , i,� - ------ -- -- �3 6C �9 V --&_n 0 XyIII 60.5 6 0.9 R 4.6 - - -8�1 - i ►'L �j C 3 z 0 N I Q t } ^ 118 5 8 4.4 / _ _ _ - 5 9 ottoTl Je. Gb �i`�N TttA,N cb F i 19 9. � / �_), � J _______��60 � ��. QJ // - -- �i / 7 _ W , �, P� DE7AIL SHECT (04 7- 4RnvIN6 _ I ) - ---- - -- vv� 0 vv0 / 85./ / P41,✓E.rz �/_ ' wi �? ��� _ P�Atu -- W q1VA J \0 / / t TF¢ni *�0.(/E 4 V i � .. r -- --- GO.V6TRUGT 8"E[/QP� - \\ \� \ / 84.6 // / / / / •fid . /!j / F. ErUTTE¢ PE.Q /T�/ } I �O M F / / ELBCT /_t&Z1*0) ;;' / �1� • Q -iT12. A10. 303 Caly 83. ooW�,e E O - �� r 7 5 % p I I � ti TI?UG T G[/ V/ / A •- W �� 1q + POL +�� � p ��3 g 2 ADDED DRIVEWAY AT STA. 33 06.96 AND S/W REMOVE 81.2 / "/ A//6N Vo1-ra,4� W� , a -W I `S V '4' � V 5//�LWALK �,a e/ry 0771. (0 8,. n'�p r / i ! '� Q� 0 1 X�I4 �a 1 --84 4` V t�I` N '+ A� /v0. 901! 0) 1 • 0r & TREE PER DRC 2001 00675 BY: SB&O, INC, d"'O / / . W b 1, 2 - W K �, CONSTRUCTION NOTES AND QUANTITY ESTIMATES i �j / r` Q !� O 7 O M� K. 4 t6 ' ADDED Sr//YIPA0VEiVlENTs' TO /�S OF ARROW ROUTE 8 3.6 / / 19F/ / f7/VC7 v \� W 3 ` r m v �I' Q '� 1� `(� V r 111� M � S 8•/ 1 PL-R ZW 00-OCo BY R.B. ENU/NEER/NG. / NUMBER ITEM . QUANTITY G(O P.QOPLATY L//VL R O, G •4.076 `(J �� �'1p� WmV �` �, -, , I M 3 { city 104 / f I�IN CURV(L1NEAR S1pEll'VALK�,� �6-0.73FL) IA c,G ` � �� �F ? �' Oct �, II C • a Q W o v ��� 1_ � 1 p DESCRIPTION OF REVISION DATE APPROVED Q i i" curb and gutter per City STD No. 4".�A t8 � .4 (r 4 2 �% 2 Transition curb only 0" - 3" per City STD No. 301. , 1 DRAIN A � �,E�� ft>z ` D/3Is ► MY OF RANCHO CUCW I A 8 Curvilinear sidewalk per City STD No. 304. Q >J h -bp,g� .� *j5+1l�j (117T�_ - -- Q� 13 N, 13 jv1.W. D. A►JD CITY OFRA,,�GHO CURS RET�21�I DATA � � 1 4 drive approach per City STD No. lee. 101 -C� W f R A5 NO TG D. GOCAMO1.113r A • ., k %3 33•}-31.1 FAS KaL VE "' ST2EET UQ NT R 2 i t O=90 Oo 00 w ql M :`' / Q S 4+I AC over 4'' AGC Class 2. . Re $.00, -O / INcp45 ua wes E � -0 'A6.6 / P1cWAZ I .S RV A' `r AAIO �^ O• /L S Removal of existing A.C. pavement. T° b•�' rL.vU, g4g,•fy0•dGA �Izap,erRTy L/Nem p QQO � QQUT` 7 Variable thickness A.C. overlay 10.10' min) cold plane Le 12.5 !./VO GU,QP3 `► 66/7-7WAZ 40.2'9716 ?9.i�� 3TQ - 074.06.0 ! 7--o - 7A.I - "-/ 70.60 . at outer edges for smooth joint. V t35 Ft wme (( '510-3.10 I NST&I-- i Limited access curb per City STD No. 902. �TREE-T (-112,1'17 ioo'Co�lSTieucTlo�J EIJ-f FSR M.W/. a. 11 91'cATCH eootm MR ctT•/*Tv..►Jo.5o4 Mvvi"eo �jT2EET l..lC�HT R /( ESS! x� ve,AiLoN Sw�-r 1.4 4. The existing overhead utilities (electrical, except for the 66KV electrical) on th ill ��\�1 J �F `� ESSI project side of arrow route shall be undergrounded from the first pole off-site , APPROVED BY DATE Z /f-P/ t0 Sawcut to form smoth join. *o+se; �•• 21 CATCH' 1�As31t�i �( �,; east of the project east boundary to the first pole west of the mid point of the q m': , C(TY ENGINEER ��!A R.C.E. No. 214/7 J� 11 Install Streetlight - 9,500 Lumen HPSV Installed by combined Caltrans and San Bernardino County Flood Control District easements W+/(e.SO k SEEP E (T PER GIT`C S-t V. NO. 504 MODIFreD � ` No. 37808 � -�V- �� - - s.C.E., paid for and coordinated by developer. ,//Izzt.s (or existing terminus if closer). ¢ ANQ. DETAIL ON 9:HEE-(" 1 4q- ♦` 3/ '/ * DESIGN RECOMM N 9 PER DE_7A1L oN SaiEET f• KRMPER ENGINEIMING 1. 4Ue Q12 Street trees - liquidamber stryaciflua "Palo Alto" 15 THIS PIT STRUCTURE ALONG W/`rWP&A 807MAI y,/- 2I � d: S. D c-4 ' 1 N STALL 8 LF \Jt t'IV I ��� � ���q a3 AV,* s i-C.z. A T. 'IF- gallon placed 25' O.C. American sweet gum. LOAfNEGT(OAIS SHALL Bf/PEMQI/ED /4Qr- ArCl . ,/1 * KE 24 RC P S7J8 To THE WEST. I N51'AL.L REVISION -01 CAt\�- E" * a ASSOG�ATES, INC. AND/oR a4cKF/LLED BYmwr, 45 gAPRYD �WN she NORTH MT. VIEW-2nd FLOOR SHEET 13 Existing overhead utilities (electrical, except Sidewalk layout is conceptual only. Approval of the final sidewalk layout shall �! IV1 for the 66 KV electrical) shall be underground and ' ,SY 7-w G/Ty QT TIME OF FINAL CONMECr1oN,S -TEMFORAR Y FALSE BOTTOM AS 540WO Q 4� t SAN BERNARDINO,CALIF. 92401-1291 poles relocated. be made in the field and adjusted as necessary to meet field conditions as To M.W.O. S.O.1Dz56R4RGE L/NE. (,0 pET41L OW SHF�Z ( v44 / �F�AI�� i1O� V.VZ 894-2159 -�OF-k- approved by the Public Works Inspector and Project Planner prior to final �/ /O-O�� CHECKED may- DRAWING NO. 14 leePAWL PIT W-R PCTAIL *" -s"ecT i•�4 . construction. ROBERT J. BE RCE 37868 DATE _ E' i1Q A767y Fd.^.aeq! l7- DATE 2- C-10FILE NQ?"53-0/•?5 _14/ ,3� PizOJ�GT SIaEET NO. 2 OF G 11 k U 6-M A FZ R o W ROUTS. � m L COAs 7, C 7 10A1 7&5 (!QO"7 ;C)) Rlw Sol- SrORA07 DRAW Rl1w CoAlsr c1l 49ASIAool 1wrZ. 40C.4L DeRRE5SIOAl REVZ ClrY S7-0 30c> 7. �vw 7�E CATCH -36� 14 Rlw ("W " AAID " V "',4S ^107 -AFD) N r TO f;�) CAX(3� 54SUVIPM Me4 -1 lof- co,,vS77 24 "'RCP, - 15 -OC -D rn COWNM I , !v � , -.-, _-, T, . 7 - Y. Mr -4 REVISIOAl 31-4- p L t "1 22- 30 + 2 3.88 0 COA157' EP -1_-v oe No. 37888 lop, IS) CB ReQ SW .300 w COA15r. -36" RCRI W= 14, V=171 CONS7 LF - r 37+Z30 CONST. Cf- RolMw ELL RCE 37888 D.4;r >1 Clm. AoobvsrlAfPR4YEhfENrs7bAIS AAFR.OWROZIr.=P.C, W,00-06 G- PER sm 3®o W= -7 -f co/vsr Rc.c. COL .71 Is v IOF C SY: RR 4- tx •-' N11 R251WOWF Exisr. 36"ICAIR IMCL. CONC. 1p.4A0 CITY x. 4sroR,arnr Q° o //1110 DESCRIPTION OF REVISION DATE APPROVED —Ego 24" Sr DRAW —DR -00-06- eemcVE jffxlSr 36 RCP PER DR 00 0& EsO Adak& &Ag'NLAJJM Am L CffY OF RANCM (;Ut; IAISTALZ- SMIPIjA16 CMP've 'Ex/sr .910"7seV IAIZEEE 7' 5 5.0/70.519)so VIml-erUo@0)1 OVE ex -36 CA01p 5 e'rA X .4 M 1"t A Ew 4WD CHAWNEL 10" Ou EX/ST.D8L 10',K !o RCB ( /0016. 80 CFS Too/3.97 CFS I 44 09) WS Wtws0c) 1C V(.6Icovsr Pcc. olrle7 - R . C., r. pow FOU7a M< ./O/Al EXIST COLI.#qR 4- IAV M R CP MWD-57.4.93*04-9 LA -1 124 DIA F1 PS 4140 //Vt/ 4. zs) /,VvFEM- C.11TY .D -.,S 32-7 L - - - - I-- - - - ESSI 4 It/vv 24'. 01M j., Ow 6- 2 902 RCP 0 N O/A/ j APPROVED BY DATE /IVV tt N t �y. R' E. No. �Zjf/7 0 (39.77) 3V'RCP CITY ENGINEEF 0, 0 ;r p EX 1wwD sm. 40 -k 26-t #I 1�. IAIV —6x. 36"A No. 27674 DED X * * co/vs, " - x, DESIGN', KRMPER EW21NEERING RECOM ENDED c- P-ic 114F X RCP- 411V— R,,c *,v o ile 6 Zx Up. 1=11-:14- j (o®' .t�, -15-00-D - 1101 -- co/vsr- civi KIE Sk ASSOCIATES9 INC. U7 DRAWN SHEET -?vA0 568 NORTH MT. VIEW -2nd FLOOR 150010 .STORMDkM /A/ rc SAN BERNAINO118 , CALIF 92401-1291 44 A z RD -0 Z4 4-2159 14 sroRm aqwv Qqov---1n-= "" N® Jc4ze A CHECKED t�4 I DRAWING NO. P.C.E. NO 74- A10 SC4LE DAT FILE 225 -01 2 F;l?bJECT 5 WEET M04