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BENCH MARK NUMBER 112 Haven Avenue and Sixth Street Railroad spike in power pole #209950# at the northwest corner Elevation: 1073.229 EW B INE PARK -. iORTHVI ts SS PARC L MAP 7061ml STREET AND STORM DR. AIN IMPROVEMENTS 4 tir � + STREET GENERAL NOTES STEEET QUANTITIESST RM DRAIN QUANTITIES STORM_I DRAIN GENERAL NOTES 1. 36" reinforced concrete pipe or cast in place pipe 439 LF 1. All work shall be done in accordance with these plans, the City of Rancho 1. Install AC pavement (See General Note No. B ) io��sz SF(ez7i TONS) (1000 D) 1. All work shall be done in accordance with Section 306 of the "Standard Cucamonga standards and the Standard Specifications for Public Works Construction, 2Specifications for Public Works Construction" (1979 Edition) . current edition. Contractor shall be familiar with and shall be responsible 2. Construct 8" curb only per Std. 301 414 LF , 33" reinforced concrete pipe or cast in place pipe G7L. LF -p (1000 D) 2. Any Contractor performing work on this project shall familiarize himself for adherance to these standards and specifications. �� with this site and shall be solely responsible for any damage to existing 2. All pipelines or substructures of any kind, telephone or power poles, water 3. Construct 8" curb with 24" gutter per Std, 303 3979 LF 3. 18 reinforced concrete pipe (1000 D) 7 LF r not shown on these lass within facilities resulting directly or indirectly from his operation, whether or meters, valves, fire hydrants, etc, shown o P 4. 24" reinforced concrete pipe (1000 D) 38 LF not such facilities are shown on these plans. the right of way limits or in adjacent areas where improvement work is to be 4. Construct spandrel and cross gutter per Std. 308 0,0oc SF 3, Prior to commencement of work on this project, the Contractor shall done shall be removed, relocated or protected in place as required at no - 5Manhole AX per Std. 510 3 EA verify the exact elevations of existing improvements to be joined or crossed . 5. Construct 8" AC berm per Std, 313 ie4, LF and shall consult with the Engineer regarding any adjustments which may cost to the City of Rancho Cucamonga. 3, The responsibility or adjusting manhole or valve covers, paving repair and paving 6. Manhole JM per Std. 511 / EA become necessary. replacement in connection with sewer and water, gas, phone, electric or other 6. Install street marker per Std. 401 and 402 � EA- 4. The Contractor shall obtain a dust control permit from the Department of utility line installations will be the responsibility of the owner, and shall 7. Catch basin W=4 per Std. SO2 1 EA Agriculture at 325 East "C" Street, Ontario, California , phone (714) be accomplished in compliance with appurtenant ordinances and standards. 7. Install steel guide marker per Std, 403 and 406 2 2 EA 988-1305, prior to commencing work, and shall adhere to all requirements 4. Any Contractor performing work on this project shall familiarize himself with of this permit. the site and shall be solely responsible for any damage to existing facilities 8. Install barricade per Std, 404 2 EA 8. Local depression per Std. 518 1 EA whether or not such � 5. The Contractor shall obtain all necessary permits from the City of Rancho resulting directly or indirectly from his operations, s JuvGz`iv�> st���t��e �e� Sz'a sL9 i E� Cucamonga. 9. Construct AC drainage ditch per Section A-A on sheet 3 262 LF 6. Contractor agrees that he small assume sole and complete responsibility facilities are shown on these plans. 5. Shading on street plans indicates A.C. pavement, determined by structural for job site conditions during the course of construction of this project, 10, Install 2" x 4" redwood header 40 LF including safety of all persons and property; that this requirement shall section, to be installed, 6. A permit shall be obtained from the City of Rancho Cucamonga Engineering apply continuously and not be limited to normal working hours; and that the Contractor shall defend, indemnify and hold the Owner and the Engineer Department prior to any encroachment or construction with City of Rancho 11. Adjust sewer manhole to grade 7 FA Cucamonga easement or right-of-way. harmless from any and all liability, real or alleged, in connection with the 7. All required stakes shall be set by the private Engineer. 12. Adjust water valve to grade /3 EA a performance of work on this project, excepting for liability arising from 8. The structural sections shown are minimal. At the completion of rought grading, Z° ° �" `-37m�,. the sole negligence of the Owner or the Engineer. soils tests, including "R" values, shall be taken and a material report shall 13. Adjust storm drain manhole to grade 3 EA sus j �.� II�OCTIa� be prepared by a qualified Soils Engineer. The report shall contain a proposed CALLE�VEJA ARROW Q "c RO E _ structural section and shall be submitted to the City Engineer for his review 14. Install Type "N" marker per Std. 403 and 406 EA "v�AL"INA ST and evaluation. Approval will be given when all structural section requirements ¢p R AN CNO COCA MONGAZ. ((� W O'•� t• E. ?AC KINLEY Z ST have been met. 15. Construct barricade per Detail "A" on sheet 4 z EA ST 9 TH �j =c E�. 26TH �'' rr ST JERSt 9. Sub-grade stakes, driven to the pavement sub-grade elevation, shall be set o i a > 1 rrY6Lv25TH ST r. � RSEY 6LrD by the Contractor or Engineer. The stakes shall be set at all hinge points, 16. Construct end of street temporary pavement per Std. 405 rEROH o 24TH sT= edge of pavement points within 0.01 foot of sub-grade elevation and at not i • _ _ YAINHUM L AV � more than 50 foot intervals. Additional stakes may be needed a warped or vertical 17. Construct local depression per storm drain plan sheet 5 of 5 60 SF n � ..°o i� eiH si� 2 T 8 > curve areas, sub-grade stakes shall be in place prior to paving to permit spot .�„t o � � � ' 21ST ST " I 1 9Y = n > $ 20T ST checking of sub-grade by inspection personnel. � W a� �� ` 18, Construct catch basin per storm drain plan sheet 5 of 5. 1 EA : � € _ .. - 10. All sewer, water, electric, gas, phone or other utility laterals, mains, or sT E �' 41 �E,nPrTH r� _._:_ __�T_ -- -----_----- TH 12 AIrARAO CT �, _ �•T 1 crossings shall be constructed prior to paving. 19. Install Type "K" marker per Std, 403 4 EA roE DaH DEODARNiSP¢, FE�a" T�:Ta n 11. Compaction tests of embankment construction, trench backfill, compacting _ aALDND 6TH ST EY s D N r ► u : n.o original ground and all sub-grades shall be performed at no cost to the City 20. Install 9500 lumen street light 2 EA sTN -sT.L � 1H AWT` NE C� PROLE T of Rancho Cucamonga. A written report with these compaction test shall be - �� SITE I r submitted to the City Engineer, for approval prior to the placement of base 21. Install 5800 lumen street light 4 EA s-� SrHo i ` asTH •� materials and/or surfacing. V " T nW m I W ►LE...,. 12. At the completion of paving, a materials report shall be submitted t4 the City _ - SIXTH t--�r�ST. s �`z �. _- - + CITY LIMITS 9T 4TH _�- i _ ATN Engineer, Listing all tests or determinations completed to verify: 1 , 4 4!H ST I" �- a) R-Value, seive analysis and sand equivalent of aggregate base. b) Stability, oil contenct and sieve analysis of asphalt surfacing, 'D/yyi: 'A':' o Z OVA RIO 13. When asphalt concrete is laced on native soil which consists of a rocky a Y ?� "� m = Mo,oR soffo+�� P P Z , e T Er �;9ti material. The sub-grade shall be prepared by removing all rocks which o t " protrude above the sub-grade and all voids or depressions shall be filled SHEET 4 OF 5 z �' f.°R ST \ ° with a fine grade material of a quantity better than the native material. i5< W BERNARDINO � �` � I '� 1. � \ SAN 14. If the asphalt concrete is to be placed on sub-grade, a soils sterilant SYCAMORE OR a registered by the E,P.A, for use under A.C. and P.C.C. shall be uniformly CITY OF RANCHO CU CAM ON GA .0 � ��R��srta>woRE FD applied at the manufacturer's recommended rate for the full pavement width - ONTARIO PEPPRTRE ELN prior to paving. - ° °° 6AUST1 ` - _ _ 15. Estimate of quantities is provided by the Engineer only for the convenience r---- "T itRIV `- _ T , � I of the developer, the contractor shall make his own determination of construction i �� " = PARCEL MAP 7 - 1 quantities before submitting a bid. Any item of work required by these plans I j -: sem I ' /.wrt,*A rii,N AL which is not specifically listed in the estimate of quantities shall be i oNrAA/o _ TITLE SHEET considered as included in the other items of work, I a NOT TO SCALE SANTA AT' 16. City approval does not include water or sewer system and estimate of quantities. i I A/AiDNr ]r� STREET AND STORM DRAIN IMPROVEMENTS 17. Street markers per City of Rancho Cucamonga Standard Numbers 401 and 402 shall ' I i a .�.7�� be constructed at each intersection. Uj o i o SHEET 3 OF 5 ��� /i/• DATE�'3f 18. City approval of plans does not relieve the developer from responsibility a a I w + OLEANDER ST /� ,-� APPROVED BY for the correction of error and omission discovered during construction. Upon a 1 z ;CITY ENGINEER R CE 23889 request the required plan revisions shall be promptly submitted to the City I ' 0- i DESIGN BY DE ISH, GUERRA 81 ASSOCIATES, INC RECOMMENDED Engineer for approval. Z' 1 SHEET 2 OF 5' LOCATION P'�AP 19. Work site and exterior streets shall be in a neat, clean hazard free, orderly a I , 1 R.WU 124 EAST ++F+' STREET SUITE 12 state, throughout construction. Site shall be cleaned upon request of the w 1 J DRAWN BY ONTARIO, CALIFORNIA 91764 983-2739 SHEET inspector. JOSHUA ST. w SHEET 5 OF 5 I OF 5 20. The Contractor shall obtain a dust control permit from the Department of _J R WU Agriculture at 325 East "C" Street, Ontario, California, phone (714) 988-1305, CHECKED BY I L ERR R C.E 29224 DRAWING No. prior to commencing work, and shall adhere to all requirements of this permit. INDEX KAP 75 4 + CITY DATE y�9�$L MEW MEME EM =M= MEN MEE 0 =ME FARIMMEM rte0 MEN ME ` • ME SEEF=07M MW ME i_ _�� - •. ':.. MM= ='�==— _ mss ��� ��������� � ����� � ��i � � .� � •'� "—� �1 .r■ � ._ — r��. "�� �i� , ______ _L � �• 1 1 • • 1 • • MMM MEMO ' =Lr ffimmLr—�� ;=L�L •� IM Emma Al _� 'i• ..r' fir• - 2_ �'t�_ L � — •_ 1�` �—��'�� rr '�• '�� _ � _ _ _ �����. — ua WIN, W�� _�� � 1=il'�� =_____ op ME 1� n r __ __ __- i.L-f►�_ � �� i. rr—_�w--- � MEN �` i • � �• � � ,moi• r.: i'� _ __ __ �� _ �—EEMM e•. •r.'t �—__ L _-.♦•3'L�,'.• _ ` ���•�� � �� �'�t,. .d���!�.�;1 . ''Gil 1. ;r�i� '•��+ 1 ��•���-•� _ �L ��_� Z'��•r_� �� __� ___ �`� rill sibmi=+: :�r;=�` —��K�sl, •.-_ �im man � C fir_ -__-M`� . -.R , IY ... _-.O 'Y.,!• �/ ��CM JOE 0 MEMO Ii • , =_ice._. --•��._� �f� _ONE a =fir -� EW MINKE IMMM_ _ ___ Y to /i. . •� . ■ PS�� •� �F- _� � • ������ MEE'�L—ris'r•��i��� ��� •��—i � �� � �— 1�. 1�'- ���r '�_��r_r� � —r � ��� "r r�i `MM—:=`:�ME —mss= ��� � � . r�r. �_ -.-.. , _ , . —E Coax `�_ �r=� `�r_`-- -'tCrr.__�'tGr L •rr r,1.z� � � ������_��� ��� ., t./ `■ , _ ME., 9 sem== tom,_ IS _ _.. M ME-M , . OE SMO_ __ W"o MS impi'i' �lr,r� - .�, '_ _ � �� _ mom no ME rn MCI a na Oahu mom 0=0 ---■ f ������ Ell wry■ � usedn%ift ONE ALA Mme_— J ye.. .;ar.• _ �� - mom ME _ _ �� • ��____. �.W1. H EWE OEM _N �.� =r ��, `: � __ yi� ^ ice_ }. Mom fn mom mom ME Arm 9� I Elm mooffin ME IS MEE IN no OEM ON ` ME ME M IS ME mom ME g _- _ _ _ :1 1� '� �' i 'gym_ __ N_--• is= — _ EMOM W_ mom mom .109F b, 01 CE Earl M= ONE �ryr `_ _ _ 7'1111• o MEE `���_1,��� ♦,• _�� � _.� � � � � � ;� r:II� _ .Iii _ r F� ME 00 mom no0 A, 511 WE 00 Elm ME 00 0 No N _� 0 BE _= M MEE mom _ ■- _ -mom =_ M _ -_ •, i ► IS - �� • • it • tl • • � � '� O �Si V �. wa �.� . . �� • z=�r-� � A Pit MWA FAM • ♦ f t r' � MEMO 00 ' _m- _OEM MEMO _ ME m_ � _=_� _ _ ___ MEMO Mo MEMO Mo 11 INS _ f_ MEMS EME �=� M�� � � ��= _- _� __ _00 ` __ = s=� — s= _ •�i,i� Zi.l. =� r�� '�.s�i��.iii'�T. i . . , , . . . . - w � M_= MM =00== BEERIMMMMW Ell ME 1 11 •,11 1•..1 _ _ ____ _ _ _ � E_ -_ +�� ■. _ _I _ _ MEMO � �� _�_� — _� �_'�� — ! — _��_� T •n ��_ — ______ �•� _L_ rte_ �'� �� �.�1 .� ���i•��` � i �S slow .►1 iG `!'� 'ti Xy711 _ t_w•_� �••_ � ^ _ - �I.1 ►I •��...Ii��ilt fy!-A. r• �ss� = Itt�C• _ _>`i � a\ _ ` MO sC �� sCi� I� � 'I�i —���'—�� ry _ _ ll� \ rI`_�_r� _=_ MENEM_I mom _� ! _ M MOM 0 0 - - - ==E==- - Em- .i � _ = =–'�� ��,�•_�_--,�I� , _ a EMS Bill MmM_. � F1 MEW mg. NEW =OEM Mo ME Em ME Mm m MEE MEW C-1 ' /moi• Y-%/. ,. ter.://"• a i- rY, 1 ,.. .. _ _ms 112.1L _ r■ `-�-� `�= - DSII_ ` 1.'=_� �; , � �`�__� � � � �� � r � ���i�_ `�i �"=i'i -sl i ; • �.It,l � � (�, . . ; _ M0 M MW EEM - _ _ - �. . . _..1 _; _ AMEN E .irzmmM=0 ----- - ; � 1 _ ' : sx _w MEMO 0IN LK, mom =s=1= __ ` -_�� /•>�_- WE W mom MM mom_�� BE __ice , � - � � � 1 � .�. � �� � _ 11 . 0 ._ _ Mo S.I.; MEW I N no Illni rfT ; 1►a VI, M BE t •i � ,� . ` �'— stele•+•e• s R �s��_� =ss=��i;— _� _ — ._.. :�t —� ,re 's, .. ,�. ELK s _ OR All NoME EEMi7 EWE __�_�_.��. 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