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HomeMy WebLinkAbout43 G�nerc�'/ /Votes A// work sha// be done in accordance with this plan orad fhe San Bernardino COUnty standards orx�' spec/fico'fions. 2. Compaction rests of compacfeodorigincr/ ground orx.I ci// Su6grodes sha/l be prrforn�ed of no cost /o the Cify of Rancho Gucarnon_9aA written report shall be submi#ed !o The Engineeringria/s crud or surfacing.Dept Of the City of Rancho Cc.carnonga for approval, prior to p/ocernent of I/t" exP,"Islo0 -5o+1lT 6ea•se /N'ot`e Gt1eg 3. At the completion Of ving, ca materia/s r+epnrt shall be sc/6rnilled to the Cify EnJcineer; �,• /fisting a// 7'ests or e%rminatiorns cor Ieted /o vet-!!-1y : Q`�� A A-R- ✓a/ueJ hie✓e oro/ysis� an�sand ecjui✓o%nt of agggregote bate. S/obi/i/y, Oi/cor�fenf c7nd Sieue analysis of asphalt surfoci' 4' I 4. At /he eo/» e/ion of rou h /za'odin ca ma/`eria/s r'e)0or-> c7n /he ro�osea, structural section sh� be subrnilted 6y fhe 5o/1s Engineer /`o the E�?gineerin9 Ue�of. of h` e ei/y of UUEs A\ Rancho CL/ccrrnongo' for rev/ew crud eva/uolion. Apprrovcl wit/ be g/ver? when a// VZ" exPA05,oi.{ %"X sfructurol section requirements have been mct .\o,&JT e=3' uOI.�L WITHcc1[6 5 In expansive soils., the su rode under- sidewalks crud d-;vewocy crpproacl7es shall e� I�oPF.eTY uUE be scarified 7'o a de/vfh of o /east e/ghf (6� inchcs ar?d rr7oisfure sfx�// 6e a/o/o/ied Ab 6 ,(0 maintain free m7/er on fhe surface for at /east 24 hours /prior to R/ocinc) concrete orrd fhe 5u6g1-00'e sho// 7'17cn be prcpareo/ W;#ioul compo'cli✓c effort z2. 30' ��w k TM 6. Ap/oro�a/ of these plans does not9c�0/anfeG aecunocy of esfimale ey/ quankhes. 7. A// pipe lines or sL/bsfrl/cfL/res o f any k/rXI (and telephone or• power µo/es, voter rr�}ers, sis»w�ux (14" ¢ " rcylPAtl'SIorJ Jo,IJT valves, hydrorr/s ecfshown or /•got Shown on this p/an with/n fhe /rm/fs of 7'1715 pro,jecl 2� Qa¢ ^Y where rm�orovement work is to be done shall be removed re% o or- cfed os re u�red o1` SQEGI�. P.+s.¢ewaY Q,d1�/1P ''I'T o eg no cost Vo Me Cify of Rancho Guccimongo; it sho// be fhe owners res,�s y o- /i EXP�►_I3,o1� -)oi,IT T to nof/fy o// agent/es cornce/-rnco! 4' t7ET.41L �. ` . a ., -_ 1 6. When ospho'lt concrete is p/ao ced on n /in ve soil which consists of o rocky rncrterio/ ;,'he o '• 3ubgr-cro'e 9/7c7// 6e p/-epored 6y removing o'// rocks which protrude o6ve /he subgrzade ""'� " and a// voids of depressions sho/l be filled wi/h c7//,7e gro'ded rnaferic7/ of c2 duality SEGttot,J "A-A" beti'er Phan fhe native materia/. �ST,aAJ t7, AZ V) s�pEw�.l..K L` 154. 17' L ` 154. 17' 1MTEesEcTloLl 80 V G. .o %iS,oecio! No�e from Pric�rsfe �`ngineer ;fo Contractor, ti o W hku Gonfrzac f or caorees that he shQ// assume 501e CV,-701 res/caonsi bi/i 7'y for job V v � o h I. ti , S%7'e condi 7'i ons o'Lrring the ccxirs of corn5frucfion o f thi s /o/-O leC l /nc/udi17 safety o f ca// Z a0 00 o ,i g tj H to -1W 3 perSoraS and /proper-1`y; /hat fhls reyuiremenf sho// atop/y confir�uous/y and no/ be + $ g o p `� /mired to normal working hours; and Thal fhe contrac or sho// defend, indemnify and O O Z 1 1/2` ¢ hold /he owner crnd /he En inecr harmless torr? an and o// %'ob//'/ rear/or- o//e ed, o ar �°n `' CO h o Ili^ a /•c W-c Ff.� 9 f y ' .y/ 9 h. o� t 1, + N �s \ Hca in connection with the performance of work on /his iorojecf� ex/oec/ing for 11j:76 My arising a ro �' i �- from fhe sole neg/.pence o f the Owner or fhe Eng/neer. V s4' Iso ° (R. 0.50__1) ISO Q• f 31 -, TYE'IGat. 51DEWi�1G SECTtoll i I I Pro-//e Soo/e HOR/Z. 1"V40, VER r. N=4 'A B eon51ruc1/On Notes ©am-711 `y esflma& Scale : !'= 40' 1� COnS f o./' A.C. o„eriay overc. /.c. -,ate 4aoo hose over o.s' /ass Ze A.Li._ G,853 So.Fr G0175 f Cark 4 Ga/ler fir San gernardrao Ca. 67':!flw9. N� //5,_________—_ _ 290 L.F o Con-5f Comrerua/ Dlf4// -------------- ----_----- 690 5Q. FT Pemove e'/sl A-C. pavele ber177 --_—__ —_____-- -----_---- - 203 SQ. Fr. 0 1 _ eemove e,<. A.C . t 5� Gorsfr sfMc/4/ parkway /ami per c�efa�/.------------ ---------- 4o JO/17E. P,01&/leatherTor srr>oo/h j6117O-- C017-111- -4" fLirci x 4' aVio% S/dew0/� per o%f4/1----_-_--_ p Ex/s f Exww'er v4e- ay E�. F/re Nydlronf- _ - fOUfh/Il Blvd. �aurb 4te beh.no/ ti / 61 h 4ct imp.ce'ffc io►-J LINE V e x sT .� o� m 2 �� � V�� / ��� '�• I . TO 40 IO'TO !4' �,� l�ho' PROJECT TONT/ON -- J 2' STA. 3+00.0o I AR2aw izn L-tTE e I emA. -- - Oto 10' O 7'o 7' V K 114.Q Q Sa//r10 57' '�s"roc>-r. C GM VAU�T�Z ver V!S ,- _ (I �` V.4F�. 2 \ cQaoTE�r ,� PI �cF� C a9�E.� \ fMoPR. PER CO.PLAN _� , VA tZ. � _. W O. 06 Q t} V N H 988 O 7 6 l Or � l v o� v v _ ►7 o� I - M CUR U V J B C Q VS 0,4 7,4 -- m a oc 4c � 4, T� Santa 7'o = o/ h R r tt 185 sc or F- _ I I ? t p A 4? 30 � 33 O / 6 W \ R =_45.oo � h CPt2dtEt,T iii rn.ac�) •� 2 U cry IQ T x7.09' .� W !/' 22' -11 TYP SECTION ARROW ROUTE \ l `dl I N C ►- N N ti o-r -r•o s c�.�E -- ------ v i v a I to 4' 4' 8 Go►lST7cicTlot,l Jo,d-r 'K' vA21E5 Fee>W Fcl+..J- Srre-r--T CAA¢r3 F.acE To zEP.ota s,c+EwaLIC 3�"� L Ocatl on Ma p I I I I I I l T=G^ 4' ,oEw�LKI IIVAX- _ ,ES < No 5u!c) d Go�S'T'QUGTIO►� -�-Sl�oeE. L.Ir�E SrcG'�I01� "G-G" Jo i f.IT L- I G�12Pi 2ADILtS= WIOTN OF 9..42KWA,Y —} y2 EXPA►.�S{oAl 1"O.F. 4" cdeg' z An. ., ,Per,7ove Curb,t Gtr .: '��. GU rT�e eeh ch Mark ��iTtO� w g��N GN/S O�NORTH-WEST ENO OF S/OE I�VAL K N 29.5 /NORTH of cEic/TEiPL.rare• oP SAL/N/1 VeIVEWAY OG-TAI L � I'✓EST ENO OF T,eAcr No. 53-17 I eL EVAT/OA/= //4/. CO REVISIONS REFERENCES __AnoaalE��/�eer/ngGo. SATE . PREPA ED UNDER THE SUPERVISION OF A RR 0 W ROUTE NO. DATE INITIAL - D E S C R I P T 10 N APP. PLANS FOR THESE IMPROVEMENTS v ;2-/6 - 7f STREET R.C.E. NO. e3427 PM. 48 75 SEWER CHECKED BYJ FROM ARCHIBALD AVENUE TO 350' EAST OF ARCHIBALD AVENUE RECMD. BY Jock- in - the - BOX APPROVED �os " - - -- - C APPROVED E I6MME2 LGE. Z38B9 DATE CITY ENGINEER CITY OF RA NCHOCUCA PLAN NUMBER KEYSTONE BLUE PRINT 210 South Clementine Street Anaheim, California 92805 Tel: 535-1121