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HomeMy WebLinkAbout1609 BENCH MARK: 20- E � %/ W CORNER OF FOOTHILL BLVD., 63' WEST OF CSL OF ARCHIBALD & 44' NORTH OF FOOTHILL BLVD. FOUND BRASS DISC > > IN TOP OF CURB @ WEST END OF CURB RETURN Q BASE LINE AVE. ELEVATION = 1207.662 J � Q m I, z > TF < GENERAL NOTES: 1. AL' 'AORK SrALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF CHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR CHURCH ST RAN Q PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE LLJ W FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE > > STANDARDS AND SPECIFICATIONS. FOOTHILL BLVD. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN ON THESE PROJECT PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE Z IMPROVEMENT WORK IS TO TO BE DONE SHALL BE REMOVED, RELOCATED OR SITE O PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CIT" OF RANCHO CUCAMONGA. ARROW BLVD. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PRIOR TO ANYOF CNSRUCTION VICINITY MAP �j WNT NEE HEGCDTYPOFTMENT RANCHO CUCAMONGA EASEOMENTMORTRIGHT-0F-WAY. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 6. ALL SEWER, WATER, ELECTRIC, VAS, PHONE HONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONTSTRUCTED PRIOR TO PAVING. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, GRAPHIC SCALE COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT 0 20 30 40 60 100 NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION REPORTS SHALL BE SUBMITTED TO THE CITY ENGINEER _ 011 111 FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR . .. -- _17 - SURFACING. ' ( IN FEET ) 8. AT THE COMPLET ON OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED 1 inch = 20 ft. TO THE CITY ENGINEER; LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL CONTENT AND GRADATION OF ASPHALT PAVING. 9. PRIOR TO INSTALLATION OF ANY PAVING A MATERIAL REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER; LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY THE R-VALUES, THE SIEVE ANALYSIS AND S.E. OF THE AGGREGATE BASE. i1 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS PRIOR TO f� 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A r� iz/3/Gl-7ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL Ile ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR V 1 DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY X/ X BETTER THAN THE NATIVE MATERIAL. O / 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS W 00' 9�' 0� STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. x �O x x LLJ `�O� ���G' `XON `\O� 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE �`P \� �`P FOOTHILL BOULEVARD ��P z CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN G\� 3 4 5 6 7 w DETERMINATION RTEIMSTOF WORK CONSTRUCTION OBY THESE TIES PLA NS WHICH EFORE SUBMITTING I B NIOTINSPECIBIDCALLY I I' < LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS Q N 89°56'00" E O�J INCLUDED IN THE OTHER ITEMS OF WORK. m x O� Q 14. STREET SIGNS PER CITY OF RANCH CUCAMONGA STANDARD NUMBER 401 SHALL `�) G�� Z BE CONSTRUCTED AT EACH INTERSECTION. r I 34' � `C��� O 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM Q 4\ Q RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED 1� DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL G BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. EXISTING 16 WATER 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD _ _ _ _ _ _ _ _ _ _ _ _ FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED +y -- ` W W W — UPON REQUEST OF THE INSPECTOR. 8EXISTING MEDIAN ' � � 17. CONTACT UNDERGOUND ALERT 1-800-422-4133 AND THE FOLLOWING UTILITY (� 90' COMPANIES AS REQUIRED, TWO WORKING DAYS PRIOR TO EXCAVATING. �V t Q F:- PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: ��1- - - � Q - - - - - - — - - - - - - - - - - - - - - Y A. CUCAMONGA COUNTY WATER DISTRICT — — — — — — — — — — — — — — — — — — — — — — — — — — - — FH 9641 SAN BERNARDINO ROAD EXISTING IMPROVEMENTS �-a RANCHO CUCAMONGA, CA 91730 909-987-2591 PER SAN BERNARDINO CO. goL � B. �CHI� ��N�M�NIM�A��ATER DISTRICT STREET PLAN FOR TRACT EXISTING FRONTAGE ROAD 3054 REMOVE EXISTING 22' DRIVE FotArvW�, GA 92335 9e9-357-07-41 APPROACH. CONSTRUCT NEW CURB, 36 REMOVE EXISTING 2 GUTTER & SIDEWALK(MATCH EXISTING) 1 2 1 22' DRIVE APPROACH / EXISTING IMPROVEMENTS C. METROPOLITAN WATER DISTRICT CONSTRUCT NEW 35' WIDE DRIVE CONSTRUCT NEW CURB, /// PER CITY OF RANCHO 700 NORTH MORENO AVENUE APPROACH PER CITY STD. 10' GUTTER & SIDEWALK CUCAMONGA C.U.P. 85-19 LA VERNE, CA 91750 909-593-7474 EXISTING 8" CURB & 18" GUTTER (MATCH EXISTING) // _ - - - - - - - - - - — - - - - _ - - - — - - - - - - - - - - - - - - - - - - - - - - - - �� D. GENERAL TELEPHONE i 585 NORTH MOUNTAIN AVENUE UPLAND, CA 91786 801D•*63'3os0 EXISTING 6' SIDEWAI=4� J` E. SOUTHERN CALIFORNIA EDISON � � N 89�56'00" E 7951 REDWOOD AVENUE 240.00 3 3 4 5 FONTANA, CA 92336 apt•3ST•ci2;1 6 F. SOUTHERN CALIFORNIA GAS TEXTURED CONCRETE 216 N. EUCLID AVENUE Z?AO(it � I I QUANTITIES CONSTRUCTION NOTES ONTARIO, CA 91762-3597 . 4ZT- 2000 (_C*ejK) I I 77 L.F. O SAWCU7 AND REMOVE EXISTING ASPHALT PAVING MIN. 2' FROM EXISTING GUTTER LIP 154 S.F. O CONSTRUCT 5" THICK A.C. PAVEMENT OVER 9" CLASS II CRUSHED AGGREGATE BASE (FEATHER TO PROVIDE FOR SMOOTH JOIN) DESCRIPTION OF REVISION DATE CITY 2 EACH O REMOVE EXISTING 22' WIDE DRIVE APPROACH I APPROVED: REFER TO SITE AND GRADING PLANS CITY OF RANCHO CUCAMONGA FOR ON-SITE IMPROVEMENTS 77 L.F. cGNSTRucT 8" CONCRETE CURB & 8" GUTTER PER CITY STD. LA0. 104 9777 FOOTHILL BOULEVARD 424 S.F. O CONSTRUCT 4" THICK, 6' WIDE ATTACHED SIDEWALK PER CITY STANDARDS DRIVE APPROACH IMPROVEMENTS FOR : A.P.N. 208-282-03 & 04 1 EACH O CONSTUCT 35' WIDE DRIVE APPROACH PER CITY STANDARD 10 LOTS 119 & 120, TRACT 3054 AS PER PLAT 9777 FOOTHILL BOULEVARD RECORDED IN BOOK 54, PAGE 14 OF MAPS IN G.V. `. 95 - ?)l THE OFFICE OF COUNTY RECORDER OF SAN BERNARDINO, CITY OF RANCHO CUCAMONGA, ! APPROVED BY: DATE: STATE OF CALIFORNIA. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: S� CITY ENGINEER _ / R.C.E. NO.249_ 3 _ THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY DESIGN RECOM LADED PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINEDBY SEARCH q BEST A PERMIT SHALL BE OBTAINED FROM CAL TRANS OURAKNOW EDGEFTHERE ARTHEIEANBOEEX STING UTILIITIESECORDS. TOEEXXCEPT F R.v.u. WILLIAM SECKLER AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO DRAWN 2199 WOODSIDE CT #51 SHE PRIOR TO ANYWORK WITFIIN F0071-SILL BOULEVARD TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY R.V.U. CORONA, CA 9171. 9 1 OF 1 LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT 909-371 -5671 SHOWN ON THIS DRAWING. CHECKED CITYlp DRAWING NO. R.C.E. No. 24044 J 6 09 n W.S.S. DATE 10-29-97 FILE NO 7 1f, _iiVZ;J%- .'melba 1. All work shall be dons in accordance with these plena, the City of. Rancho Cucnmonga Standards and the Stand4rd S.RecificatiQ" IA" public YjQr]� Construction - current edition. Cor.Lrecto: sha'_1 be familiar with and shell be responsible for adherence to these Standards and specifications. }} �+ jj�� �1 1 2. All pipelines or substructures of any kind, telephone or power I . . �-- — ♦ i _ } - - poles, water meters, valves, fire hydrants, etc. shown on these I I J -w emits or in ad'acent areas where , { , lane within the right of ay 1 ] P be removed relocated or ' I • ' - , ♦ ; meat work is to be done shell , �I�3 ��y/�� Q tet} , . im r p protected in place ns required at no cost to the City of Rancho Cucamonga. I ! i . 144; 6Z V40, it to ezformin work on this roject shall fami:iarize _ + ` . ty � � S. Any coniine r p I ' . himself with the site and shall be solely responsible for an . + . i I ti I 3 I y 1 I i �� X�` r�� .dry A1C GL/0,6 damage to existln facilities resulting directly or indirectly from ' �/ g whether or not such facilities ere shown on these (� a , ' t 1 . � �:Lt� v✓ I A� �L/ � X l his operations, : : ; 1 ,- j ) ! ; plans. 1. . 2 ii 4. A ermit shall be obtained from the City of Rancho Cucalrionga 1 V /� i ' 1 , 4 T , t i , tt 1 P I Engineering Department prior to any encroachment or construction M - - - �! . : within Cit of Rancho Cucnmonga easement or right-of-way I ♦ ♦ 1 Y Q� �Q . J Mil ' 1 S. All grade stakes shall be set by the Contractor or Engineer. Paving I i i stakes shall be set at all hinge points, edge of pavement points �/ } ; , r ♦ V V f i t more t hen 50 i • o and at no � • vlthin 0.01 foot of sub- rade elevate n � _ _ _ _ - __ _ _- __ _ ___ _.__ _.. __ __ 9 , foot intervals. Addit.onal paving stakes may be required by City ' _ • Engineer as needed nt warped or vertical curve areas. �� : y, v t � - _ 11 41 1 1 Pr , . ,no _ _ —r-� - 1 sewer water electric, ns, hone or other utility laterals, f A l 9 P -- - a� mains, or crossings shall be constructed priur to paving `� XX . _ I . i V ! R Ii/ .Jfl. S R� & ,c3 #p - i } _ i 7. Compaction tests of embankment construction, trench backfill, ~ ♦ compacting original ground end all sub-grades shell be performed at , •• s i ' no cost to the ^_it of Rancho Cucamonga. A written report with � + {I S 4 M $ �•� f j i I , :•� 1 i i+j I l 1 1 I ! i $ 1 i t these Com action re oris shall be submitted to the City Engin,er . � IJ P } ' • f ' j , I p p . iul - - for ap royal prior to the placement of bele materia L: end/or , . p V ;� fi t ; _ i ; t j surfacing. I ;Q J C.i { 1 1 i i I } { 1` 1 i • , . . t i ■ � , I I 8. At the eom lotion of even a materials report shell be submitted , , P P 9 1 , : , to the Cit En sneer; isatin all testa or determinations completed I • Y 9 i f f t I I i as halt avin ♦ . . I . : ; ♦ : , _ { , -$ - _ , _ � .. __ _ _ __. 1 1 _ 1 to verif stebilit oil content and radation of p p S : 9 , : �? Y Y .� fi�T �' � � �' �' $- .$ 1 1 . . 1 1 f f 1 9. Prior to installation of any paving a materials report shall be , ♦ _________----_t---- submitted to the City Engineer; '_fisting all tests or determinations ' . . : com leted to verify the R-values, the sieve analysis and S.E. 10 ; ; I /� N p . t : ; 15 C9W_9^N6 T14 P_ FIt4A,t- %TFAV_T.)RAi_ LEGjIeN sr,�C. Ab. , : : . . �" + f $ - . - -- - -- - - _.._ N ; : - 3{ 77 - - _ 1 I $ } l0. Paving shall be perforlded in accordance with R-value and Pavece^^ N _- .$ I tests token to determine structural sections (prior to1•i1 : 1�8 . o•' ` + : -_ i ! . {� IV.. : . _ - _ - I -- -- - - -- il. ilhen improvements are to placed on native soil which consists of a " - �" r- r- � � � � III I _� � } _� } • . V rocky material, the sub-grade shall be prepares by removing e_1 .� - — . rocks which protrude above the sub- rode end all voids or _ - 9 , w 1 9 depressions shall be filled with a fine cfzade mater.al of a quality _ _ . _ — -� ! better than the native material. I . - � "M t , v of �n �-r� •-- � .. ; i r } 1. . . . . . . . . . . ~... k - F.4 GIt' �� 17 1JlQE EXIST.- rim E All-�Y s S(� '- . . *"'r- '-'-:.-- } 1 # } } # I $ i 12. If the asphalt concrete is to be placed on sub-grade, a soils : ,(A 1 rF 1 ; ; l' 1 ; sterilant re ietered b the E.P.A. for nee under A.C. and P.C.C. : : : . JA1,44;0 ✓s �f1'� - ; . AA. . . . t� _ ;_-- - __ -_ �_-___.___f____4 __ _ -1 _ _} A--. I_. gg y JJ1 /p 2 shall be uniform! applied at the manufacturer's recommended rate i s D i I I Y PP for the full pavement width prior to paving - / i . _. -- -- - i �r Q _ . I t; 4c _L;. Etc' I } 13. Estimate of unntities ie rovided b the Engineer only for the i i I 1 t _ { q P Y . contractor shall make hie own , _ _ t __ convenience of the developer, the ti h . : �il� ; - . - + 1 $ e m' o o construction uentities before submittin a b d V - I dot r iasis o f q 9 - . Id SiL.I � o � I � � + Any item of work required by these plans which is not specif,ca_.y 1 �iA � PlfAil/ ,irk E'1 J? $5-►fig, } -� • 1- 1 - --.may } - -- - -. listed in the estimate of quantities shall be considered as _ • /� ViaIra' �" = C� "_���"'` �Y � ��I �� �0• �D3� ; { I I -i f included in the other items of work. ^ /� + q • + 1 + I I i 9 • 14. Street signs per City of Rancho Cucamonga Standard Number 40: sha . . 40 1Ift W . i be constructed at each intersection I I . ! w - � -- - - -- - --_ $ _ . 1 i , V #A { : 15. City approval of plans does not relieve the developer from ni • roe onelbilit for the correction of error end omission discovered : �► : ; ' : : + i i ♦ p y �._ v Qs r" i __ -- - -t nom+ - - - - - 1 f ue t the re wired Ian revisions steal: T f } I during construction. Upon req s q p I��S V . be promptly submitted to the City Engineer for approval. . . . , w . v , #_ : ; 16. Work site and exterior streets shall be fir. a neat, clean, hazard �✓ . , I free, orderly state, throughout construction. Site steal: be c=eared JW upon request of the inspector. : : -. -_, _. ._. ...._.. ._ _._ _, .. - "-- !�� i ; - ' ._....__. __.f ,� r - 17. Contact Underground Alert 1-B00- 'Z(-0Dand the following Utility - . �►x Companies es required, 2 workingY@ prior to excavation ff _ . - . ^ 9 � P&Pb% o A.Z� l"Vel'� 561Il ow /S7 Q4E a Sd[11r1y Jef�l Ss 4 «.. i i I 1 t } . . : : : ' Provided for your convenience are the following: . . . : , ; ; : . : : /� ; t +-_ - _- - j _ 1 A. Cuc.onq.Couarina.[ Ci�riot . , , -V • : , , . • , 1 , I } 1 6] Sin Oa[ni[ b.A _ _ ' f{ { { 1 1 ,� •lo•l) �{l,T-25'11 : , 431A. . • - R.ncno Cor.arn9e, C. fIl]0 1 - . _ . • yy _... _ #y .. -.- __.. ._ _- __ .__ __ ___. jj __ IJ) _ +} -_- -.. _. + _ 2 1 , aa i ; T . I 1 wear pUcr set 4 ? � i .....:n Munlef M tlF 1 . . Qa . J 4 Yecno Gnu-.nqf. U 11,]0 C�d°u 1v-r-�-r,2 . . - - 4—wi% -C -1- , , ; , _ : I" N I i __ t G. IMeropol it.n wNr pi.trlec w • 1 : . • _ ' - _$ $ - { } --. - - -_. ' ____ _ -_ - -" __ -- - _.. __ -- - - A i f - # lOO lbrcn 1ar.ra Aw_ �` o -5�3-,�7�� . . . . . ♦ . , . . . : + : i 1 i : } + 1 - _F- f�V.rr CA f1,50 ` , - I , 6 111 + . , . . . fW �, wT { ' p. 01...r.1 T.1 ` , - - _.. - _- __- _ -_._ -_. -_ _.. --- __ - _— - _— -- --_ -- '-- - -._ { -. 1 ) _ , J I}} + SOS Mortn .rt .Av w.. S�J i�-•� ♦ _? , , , ? f - - + t I , - q - ; .!.� i C # opLM, CA 71706 1- - . : . : , f_1 f + , ! j . , ♦ : , . : . .. e. Oeotn.rn C.11for.l.Sdi— . 1 : ♦ . , ? .? . ... : . . 4 'l 'i + k _. i _ - _ ....{ --.T.__ --- __Y_-_ — ___+__.- _ -_ _ y _ ' 7,51 ..Qveee Ae.... , Pon A— U ,7]16 (`l on) 35'7 (0231 : : : : ' , ; ' I I I I { . 9 , : • I. f.vtMrn C.l/to1. rn 1.G. - - : I O.t.rio, CA 11767-159,0 r ; . , r i i : I . . t l I . I a f , t 1. . . ! � 7 - _.n ._ . _. - � ___ _.� 1 : 1 { 1 t!7 aLI -N T IT I Et.� � eoAlsT,��CT/oAl /c/o : 12S 2 _ f ar C 4 5 6 7 8 9 WEA71 4J.�EiV NECE.S�S�9�PY �GWD rPE/ vE ExIST�i 7052 s �T �72� mss. �'c• a � frW Z x NOTE ; REDWOOD 1FEP►DE(Z ON tFFE �IorzTN SIDE 0 C u �• !� �ILEY• 2p T7�+//f+E' 4�/ N19T/�/� Fo�P 9 '� N I' N * OF T49 ALLEY BET, STA. 2+L5 4. STA. 5+69 ,B/Gb/A/S A1RAM5,=S _ NW Q a �� Q � 9 IS NOT Re60t> . PLACE NLFW hG UP Tb ANP OA 5S�C a/v 7P/4 W of-C- ,AWj"E 6 0�" s~ 441 f. sp. FT �15>(& ltm• �T � x� 4z N q d) y �� ACsIIINST EXISTING LONG. OR t�IkLL 0 �r U1 . 4�` �I�rJI�E C.or•t�T'I'�11� Io tj O60A157 ?445;P' 3' aloe WAIC,e oiQ/9/N 3�j L.F I&Z L.•19 Ex✓s�s»�c�r2- I j 0 � 2v � O 3 Ery 00tia,T,o , , 5 I�E�e oETA�G '-'R'• /yE.gEoA/, �'ArfE Q/� sat. e ' i ��r- } p 7 Pi � 0TE�- s /Mir*/r/ H .gO.Tvsr 7V Rd OE 4V 0A l �' r -� 8 ~ + u • o Adc 72VF � ,V,(-4 o s �/.nN �' ` �. S � `�O4. FOOTHILL _ BLVD_ - 1V07YCT EXIST1"e, TEL•EP/,(A�t/E/^M/" XM-FS + GSA. 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