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HomeMy WebLinkAbout1252 CONSTRUCTION NOTES 1. Construct 4" A.C. pavement over agg. base. Beach Mark No. 3-A 2. Install 2" x 4" redwood header. .set drive /It I7 yV/f�7 COU ,SU/"VeyO!'S 3. Remove existing A.C. pavement. �'Q /1'I fo P of ,south er/� of curb 4. Sawcut neat, straight edge. J'e�Ul"!7 of so�fhea5f eorr/er of g�h• THO Construct spandrel and curb return per Std. Dwg. No. 308. street and Baker Avenue., 3/ Feet 6. Construct 8" A.C. berm per City Std. 313. 9 STREET IMPROVEMENT PROJECT east Of Cel7fer/%l7e Of Ba/Cer AyCJ'/Uej D__ Modify ex. inlet structure per Detail Sht. 1 of 3. ESTIMATE OF QUANTITIES •54 feG� 600#7 of CC!1lfel'/%/�P Of gbh• 8. Remove ex. inlet structure. 1. 45, 470 S.F. (1,125 Tons) A.C. pavement. rY'� ,S/ree/ ?&-z fee/ �'DU7// of radof mail? 9. Construct 0.10' A.C. overlay. 2. 9, 620 S.F. (72 Tons) A.C. pavement overlay. I I ///7e and 6 {eel below tracks. 0�-Adjust existing water valve to grade. 1 Adjust sewer manhole to grade. 3. 45,470 S.F. (985 Tons) aggregate base. Ex I Z4 4. 303 S.F. P.C.C. spandrel and curb return. R.C.P. EIeYQftOn = 11-37-84-5a2 --Construct depress curb at driveway (W as shown) . 5. 610 L.F. P.C.C. curb and gutter. .1Dt92.5 I � �GePro i/��B' 3 el JI1n0. ";At. .S'h/. 3 W3 Construct 24" R.C.P. (1500-D) . 6. 5, 310 S.F. 000 Tons) A.C. driveway. I GENERAL NOTES 8-C onstrue`_ 5' wide cold plane. _ 7.. 23 L.F. 8" A.C. berm. I 5 Install dashed yellow center line pavement stripe with raised markers 8. Q 1 Ea. I�loet structure (install frame and cover) . All work shall be done in accordance with these plans, the City of per City Std. No. 407. Acidify ex. inlet � Rancho Cucamonga Standards and the Standards Specifications for Public , �� I OfB3 C.B• 9. 3 Ea. Catch basin #1 with local depression. w_-r- 23 Works Construction - current edition. Contractor shallbe familiar (!D--Construct catch basin #1 per City Std. No. 502, W - 41 . I with an s a e responsible for adherence to these Standards 'and 7 Construct local depression 10. 1 Ea. Local depretsion at ex. catch basin. I Specifications. p per City Std. No. 518 (Case B) . 11. 1 Ea. Junction structure 'B' . 2. All pipelines or substructures of any kind, telephone or power poles, (q)--Construct 4" aggregate base. 12. 10 L.F. 24" R.C.P. (1500-D) . water meters, valves, fire hydrants,, etc. shown or not shown on these 9 Paint 4" white edge line per City Std. 407. �o. C�rbL/one plans within the right-or-way limits or in adjacent areas where o-Construct P.C.C. curb and gutter per City Std. 303. 13. 354 S.F. Cold plane. improvement work is to be done shall be removed, relocated or protected i4. 2,072 L.F. 2" x 4" redwood header. N „ in place as required at no cost to the City of Rancho Cucamonga. 1 Construct P.C.C. collar per S.B.C.F.C.D. Std. S.P. 167. 3. An contractor preforming work on this Construct graded earth swale a future curb line as directed by the 15. 38, 230 S.F. Remove ex. A.C. pavement. hof fosca/e Y p 9 project shall familiarize him- Ina/a//M.H.fra.,,d� self with the site and shall be solely responsible for any damage to engineer. 16. 1 Ea. Remove ex. inlet structure. Cover perA/harbra f2701. existing facilities resulting directly or indirectly from his opera- 3 Construct catch basin #1 per City Std. No. 502, W - 14' 1) V-4,w' 17. L.S. Miscellaneous removals and relocation. A-149 °14m/ C. tions, whether or not such facilities are shown on these plans. Construct junction structure "A" modifyas necessary for conn. to ex. 18. - 4. A permit shall be obtained from the Cit of Rancho Cucamonga Engineer- 30" y 3 Ea. Adjust water valve to grade. A � 1 . � P Y 9 9 Ing Department prior to any encroachment or construction within City of 30" R.C.P. (B = 24") . 19. S Ea. - y g Adjust sewer manhole to grade. ,@xiorrToP ��'` r v # Rancho Cucamonga easement or right-of-way. 5 Construct A.C. driveway ( 3 thickness) to match existing as directed of Sit• ¢® 6 4� by the engineer. 20. L.S. Traffic striping and markers. Ex.B`*11 G /V ,-U; - �' • Ea.Akly S. All grade stakes shall be set by the Contractor or Engineer. Paving 21. 1 Ea. P.C.C. collar. Yr �Y Nav"t� � stakes shall be set at all hinge points, edge of pavement points 26 -Construct Curb Only per City Std. 301 a I �x.� I within 0.01 foot of sub-grade elevation and at not more than 50 foot 2• 16 LF. Curb Only 46a' -N;, �r in A AWS I intervals. Additional paving stakes may be required by City Engineer Ea•wey ' ,;: ;� ( �) I ;I: as needed at warped or vertical curve areas. Set✓�"ec ;,4 A' - ( P r ; 6. All sewer, water, electric, gas, phone or other utulity laterals, 1 I mains, or crossings shall be constructed prior to paving. Arrow l Route 7. Compaction tests of embankment construction, trench k - ,I I •I P uc obackfill , tom patting original ground and all sub-grades shall be performed at no cost to the City of Rancho Cucamonga. A written report with these II New4�r L_ ^�.. compaction tests shall be submitted to the City Engineer for approval I I 8ee✓�'ac�ion"CAL-A� Irnfa//M..H.fiz:� u a prior to the placement of base materials and/or surfacing. 1 1 �` Cour pier i!//�vnbra �S��.c/7 A A d9,We, //k Fsy A- /49Sorf.Qua/, 8. At the completion of paving, a materials report shall be submitted to 1 1 410S e- 2%z'O�►��y the City Engineer. Listing all tests or determinations completed to verify stability oil content and gradation of asphalt paving. J 1 J �� \ J �_�l�l��v �x.In/e�6'�i: L�frri/ 9. Prior to installation of any paving, a materials report shall be . v� \ � �JJ not fo $ e submitted to the City Engineer. Listing all tests or determinations \0 ��, eel �, • completed to verify sieve analysis and sand equivalent of aggregate \ lel T6 k base. /o' /o' �' � 10. Paving shall be performed in accordance with R-Value and Pavement tests taken to determine structural sections (prior to final plan approval ). \\\ �I / /�' D•4O' .39' 0.30' KL7 1� 11 . When improvements are to be placed on native soil which consists of a LeY�/ es �� rocky material , the sub-grade shall be prepared by removing all rocks J which protrude above the sub-grade and all voids or depressions shall J _ be filled with a fine grade material of a quality better than the native 0 material . \\\ fv�tireL' G. l /d FuffireC. Ci. 12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant \ Z v registered b the E.P.A. for use under A.C. and P.C.C. shall be uniformly S/a./BtD.s�o.Sfri•Z5f2� 9 Y Y �\ r), , ,5ecfiQr applied at the manufacturer's recommended rate for the full pavement \\ 9�. Street 22 width prior to paving. 1 \ - 170 13. Estimate of quantities is provided by the Engineer only for the con- venience of the developer, the contractor shall make his own deter- I , mination of construction quanitities before submitting a bid. Any 9 Street l l / 'r '' / item of work required by these plans which is not specifically listed f e' ;,, ' 8' ar. s' in the estimate of quantities. shall be considered as included in the Se oS�ef , See S ee 3 0 3 1 /�4 �� other items of work. llt vs ' V� �sjy r 2 , 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 shall be constructed at each intersection. y y; 15. City approval of plans does not relieve the developer from responsibility porojeef S1fe �1 l8 4 9 4 /8 J for the correction of error and omission descovered during construction. �1 ZO Upon request the required plan revisions shalt be promptly submitted to `j I / ,S'fa• 30ft90�g5/Zt. Zf33 the City Engineer for approval . 1 ZO 7j-, / ccca�``1on 1 9�_,�Ylted 16. Work site and exterior streets shall be in a neat, clean, hazarA free, I - 176 o -660 2-- orderly state, throughout construction. Site shall be cleaned upon I I request of the inspector. 17. Contact all Utility Companies as required, 48 hours prior to excavation. 09 1 /2' A0 o� I - I IQeV15 OM �v 46.Juncf Sidi.(gAt. .A&93 CITY OF RANCHO CU C AM ONGA � 6yu.26t7G� S{zt.t8f75 TyP9 pian Tit/e Sfsee, r* 8 .Street \ , 9 5frect Madrone Avenue fo Cucamonga Creek \� Y�oF. ..S/� D ATE N,q APPROVED BY ` - R C.E + 1S Q 397 CITY ENBINEE Exp.Date 1 ti DESIGN, LINVIL MM 'ENGINEERS Recommended+ - - _ T K.N L LAND SURVEYORS INC NOTE• W N0. 2030Q m Haven Commerce Center JL.M Construction contractor agrees that in accordance with generally accepted construction aC X 903S Haven Avenue Suite 100 practices,construction contractor will be required to assume sole and complete responsibility for ! * UP. 0V1 9-3o-B9 DRAWN + Rancho Cucamonga. CA 91730 SHEET job site conditions during the course of construction of the project, including safet} CCIlIfOf(lIQ COi.X'1CIl of all persons CONTRACTOR SHALL POSSESS A CLASS A LICENSE, (GENERAL ENGINEERING CONTRACTOR) , IN # 1710 9e9-3922 and property; that this requirement shall be made to apply continuously and not be limited to /70ACCORDANCE WITH THE PROVISIONS OF THE CONTRACTOR'S LICENSE LAW (CALIFORNIA BUSINESS JA, �P G•A.C. OF designlp ofessg nal harmlesnd s frormcany andcontractor all liability, real or alleged. in connection witand h hhold e n1 Survo4ml THERETOPROFESSIONS TIMECODE, THISCCONTRACTOISTAWARDEDAND RULES AND REGULATIONS ADOPTED PURSUANT '4l FiCA0V -`� DRAWING NO. E 4 CHECKED, performance of work on this project,excepting liability arising from the sole negligence of design Kenneth N.Llnvl Ile R.C.E.20300 xp.Date /ZSZ professional. _ JLM/GVA /89 3 voter 9'4'-8'9 Flle no.+ = LLOU066 h . , , .. urp.. .� �ws� Grovr�d Profi/e" : - 5... . H .4e IT- �►•6 RZ • • j^, � •o >�� —•-- -�� j. ® 33 North f`. - ten. / 1. o a�' �(,� -- _ For B.U. ha tura VC. , 3/f83Le� � Te. Profi/e 31189 Riyh/ _ v t N- 31-1-89 f !0'YC io S' 0 Top of D E . �C rb i/e 9� lw �. 3e • ,� �. 6r X-6ofFer h /� / /foil a tin.f/Z�b s !� o�j v Ex: 61102.'74 1 -agile p ® f ` $�� � fy ~— ► � 33'Nh�ti .�Abb fail �°I•k _ 30 03 R9 Exi�•f.•tLrr�s/i-d Surf to h' _ �/P. f/e Id 100 KC.o'Y Pr.= s793NorFu th T• C. Praioi/e, - 4/ ' I � ti o s fctr,113.2% 5 O9193. 11601 �ffo If40— —1140 —` — .,Dufh T, C.Profile h � '` .� 5 �•� �,. ---_ �' ° � � � /oo'v.c. 'h' � �h o � Finished.�'urface h � c' m • �; �; _ Profiled ti �; � 01 f 121 R,. /&4'yC. I 'Y.C. T ��2 �G• ./ fh ` _ `/mss% 0 _ _ , E�ci3f South `�� ,` N P.I.= 5T,9,6 -4 �+ T,C.Prof/e �' — \9 v (1) V f Fw ls�S'�rFcr� �► V ti O Ev�f �i ovno' "� ! ;93 `� Pro fi/ ' — ton,t/Lil' D Z'9f¢7 Lei} SQ o � '� Tan — .9B� '�'`O►, � � *� Driveway Profiles s t4M.1-12 scale: "s i Fufur�� � N Noris. / s� "ofi/e .Scales zexi5� lrourd Prcfire 9VV1/h T. C.Fro file Vert. /"s 4 = 33'S' v�h 1-1 � Yerf. = /" 4" { s 0 /0 /� /2 1 /3 14 1-5 /( /7'` � � W � a V vv i� v o � � L C {'; �' l lZ ° � o `� 0 ��y Li }� v �1 N \V � � ' �,�.� v �� J t`,� a v �� � l l ►•� 8 �� t; r }�°0 h�� 'A, � .B.� a a0• �' ;e.� �,9• k � '� � � s Q� �` `� � J, "G G3� � 8' �Q � y ��,y ba c N "1k NVW Q a�Nti kale: I = 'M I � L 9th. � � � ZS Street � � .33', • ,��' � � 3 _Curh /Pelrirra Data Q / oe e2 / _ -� I � � • � R= X�27.�; vpp CJ r. e7,e2. ExlsfA,r„ I �-,`,_ .. RAW •' A Xs.+s E+uf. 1( F!?YI"�. /i'✓ EX• G / 11 /J9 x Load", �• X% _ I _ k i -- �_X_ _X J) Ir — 717 7 'U ., — A ,�- n ICA �y " \ C ZIft -All o , /¢ 4 _ -_.__� I 1 • • I f rk�� ' " T — — —_ r I _ F `- - T ! �•1 2 r� /J 7 T U •. • u Ci Fv urt R W I 19 IS , Q �,� � \� • \` • �1 3 4 „ i• � M ,u d.03 430 ;ku �pl�n D► C �3 � y 18 r�l a � {.•� l II I ' � � � � � `03 '�^ � �p� •03 � � � .p3 � D 3. .0 30 �� N ua a 3 �p Ifo .rsfon irk .tri Q /4c✓ision C B.clurC ✓�i/r ®, 30183 I g BYA� Q�scriorl of�eYisior7 ,/ Qctfe Y ' ILICITY OF RANCHO CU C AM ONGA v �O PLAN AND PROFILE Madrarze Acme to Cve4morya Creek 4 3 t, . sl W V >� CONSTRUCTIOii NOTES lO.--Construct 1" A.C. pavement over aqg. base. 11 Adjust sever manhole to grade. �t,Q�LJs'jQ _ DATE 12 Construct depress curb at driveway (W as shown) . 21 Construct P.C.C. collar per S.B•C.l.C.D. Std. S.P. 167. O .�� APPROVED BY R.C.E 97 2a. -Install 2" x 4" redwood header. 22 Construct graded earth Swale p future curb line as directed by the Q ���tH /yy/iCITY ENOINEE Exp.DQtO� 13 Construct 24" R.C.P. (1500-D) . engineer. ��' `�� le � DESIGNS 4@Remove existing A.C. pavement. 14 Construct 5' wide cold plane. / �,j G?' LINVILLE C1VIL`ENGINEERS Recommended& . —Sawcut neat, straight edge. ) 23 Construct catch basin #1 per City Std. No. 502, x - 14' V=4,X LAND SURVEYORS INC. 5. Construct s 15 install dashed yellow center line pavement stripe with raised markers K.N L Co nstniction contractor agrees that in accordance with genera�� accepted construction �-- spandrel and curb return per Std. Dwq. No. 308. per City Std. No. 407. 24 Construct junction structure "A" modify as necessary for conn. to ex. W No. 20300 m �3SHawn Commerce Center J V M 30" R.C.P. (B = 24") . a: �a Flaven Avenue Suite 100 SHEET practices, construction contractor will be-required to assume sole and complete responsibility for 6a. —Construct 8" A.C. berm per City Std. 313. 16 Construct catch basin #1 r Cit Std. No. 502, W 4'. � EXP. DATA 9 D DRAWN i Rancho Cucsmonss, CA 91730 job site conditions during the course of construction of the project,including safety of all per y 25 Construct A.C. driveway (E" thickness) to match existing as directed 14 leg-7922 oe% C( V (njQ�ai) 7. Modify ex. inlet structure per Detail Sht. 1 of 3. 17 Construct' Local De y q �. G.A.C• ) Z �F 3 and property: that this requirement shall be made to apply continuously and not be limited to pression per City Std. 518, Case B . by the engineer. �'►� � normal working hours,and construction contractor further agrees to defend, indemnif}•and hold ofChrilEngln¢¢a . Remove ex. inlet structure. 18 Construct 4" aggregate base. '�•'• COv i� !ti �• design professional harmless from any and all liability, real ot,-alleged, in connection with the QChJdSUrVeW1 99.. --Construct 0.10' A.C. overlay. 19 Paint 4" white edge line per City Std. 407. 26 Cpnstruct Curb Only .per City Std. 301 ��© Ca CHECKED, DRAWING NO. performance of work on this project, excepting liability arising from the sole negligence of desi n JLM/GVA Kenneth N.Linville R.C.E.20300 x oto P P ) P g gg 10 Adjust �- professional. t existing water valve to grade. Construct P.C.C. curb an gutter r St . 20 d gu per City d 303 �S/69 Date, ¢-�� _ - File no.lszie3B8 .. .... ........... .n_ .,,. ..., M ... 40.e1 TC. l6 41.5¢T.C '�D r /6 ✓�'ee �hA / a f-4 for B.M. Datum I 5' ,S'form Ora in Profile"A" N h Ex' 6 r 7d ra��/G � !Storm Amin Profile MB'v � 23 4-. 1 = { �E\4"RCP. I I 13 �'ca/e: Norir. =ZO' h ®33 ,S'6al e ye,•,f. !: 4' 1138.1.D B=24 n� t Sem 666412d"B' O //r50 N z � � Y. //50 N c� tom_ t� �, •o � �its PI.=40./7 0 Fuiure, Nor 1h T.e. Profs'/e ►��' a Top of Corb T P Of 6 Profs/e � m ci N Top �of a M Curb Profile �nm N � N h Exisf Fi'ni�hea'8u ce Exisf. /llorfh X11 Rl 4L 7e Prof'/e o m t p •{` M 49% 'G. x -/./2/o ./•l• �� /4 R' • E,v's/ 6.ovrd Prod/e Or. r<h � If 110 a Finished Sur face m � o � � Profs/e�� � �• -�¢��, N � h � � N Fufure �ovihT.C. —/.¢,5•/ � � {� �,h' Exist Fii�is�i ec/ � Avn SUrA_cc (9¢ Pro //SOS ExisfCirovrdPra>ry I3fl�33 !r.4,th � rfs/e ® a� _ '� O V 04 0010"V C. N 77 _ �s� ti o �, N 'V � Future 5ouih v °� h ���.� - - ` _,•4�� °o h T•C. Profi/e m \•— N d a N p fi O h ym, h Pro fi/e �'cales TC.Prof/e q� d, .� N �1\ o^ ao cA N d . ! - Hari z. l =40 •-- --- -� Vers. : / =¢ -� .� - Tan.-Al. .0 ExiS� r^iroun� � Prof le�33.5olly le � f 2/ 22 23 24 26 26 27 28 a9 � 3 _,_� JqL t � Ila H mll led !A 40' �—— 'L 25 001YtWAYS ryPtA4 50rrious � -r - ' 2S 17 �(��C`�GX•,lbrf/l� h1 �sr arc- F40 cavi O � 9 srrrx�ks aa+oc>a E?rm O Pram•Aeorc` p.,.� 2S 25 T! Cef 2S `' 25 L•r�. 3 V ?S is Ps zs 1s til h Q a ��• V �� '� �` � � � v � � M � eo p 3 $'34 X0 it �� r.v �3 1 a30� l8 adv ' �h 3 V l �V Fufv,IC R/W Ft x. W-2 �- N 8 / ''Iv Fvr'ur �P/ 1 Il 0 -- A`- , I + �.. i�• ;I �'/ r�— — [J Ey�C m .Ce .1►f+!/ iQn%l r I i. N EX. a. , • -4 X -L-T- A � � �9 ' - ---�- -- -- Zr •� 4 ��� !��•C� ��13, 9 e�� �...•.vim rs s,�.,,r - - ---- .-. :7Z -Vic � I �-• .i'I 1� x I ) � F , 2 /O R .�, *� ' � X•/11 C Par in __ :,y GEK C.»c.M(.//,Qi,� fes)/,, rw W �► Ex.R W � ,�v Fv�Ure W v 0/o/ 7 13 vo3 IV / a f 20 I � L � z I l8 v % t� a �� 18 3 — 18 3 A 0 v x �i C AWe: see 8tif a OT.9 � TO a o V °v corrs'rRUC•rirno 11o�s O •t V " � .z y � 2 0 � . r --Construct 4 A.C. pavement over aqq, base. ZS u � `1: 1� �e til � •C � /Z ►� / �i � \ 2 �i y� p� v 2. Install 2" x 4" redwood header. a0 \ `t: " V v P 5 , t h Transi><iot� h� int 5fri c V 3. Remove existingA.C. pavement. v \ 0 i P C4 \ 4a. —Sawcut neat, straight edge. Construct spandrel and curb return per Std. Dwq. 110. 308. •� N ti /� ` CITY OF RANCH 0 C U C A M 0 N G A 6. onstruct 8" A.C. berm per City Std. 313. nl %ti Ib 23 &_��_Modify ex. inlet structure per Detail Sht. 1 of 3. PLAN AND PROFILE ( e._Remove ex. inlet structure, v %� wlConstruct 0.10' A.C. overlay. v 0 dust existing 9 Sireef 1 A j ex st g nater valve to grade. \ p L I1 Adjust newer manhole to grade. v C� V vb Y V IN '� Madrone Avenve fo Cueamon a Creek C�--- �. 9 12 --Construct depress curb at driveway (N as shown) . ��� � tn &��_Construct 24 R.C.P. (1500-D) . . 14 Construct 5' wide cold plane. 112 N a t4 01� N N � b aid N 0 EsS/ 15 Install dashed yellow center line pavement stripe with raised markers Q OH,4 DATE per City Std. No. 407. 19 Paint 4• white edge line per City Std. 407. j � 1<M (/ APPROVED BY t R.C.E 123,9 7 Q N 16 Construct catch basin 41 per City Std. No. 502, M � 41. 20 Construct P.C.C. curb and gutter per City Std. 303. ��+ � r! Fy CITY EN8INEE Exp.Date 7 Construct Local Depression per City Std. 518, Case S. &_��_Construct P.C.C. collar per S.B.C.F.C.D. Std. S.P. 167. , y �e+ C� DESIGN I LIN LL€ CIVIL ENGINEERS Recommended, Construct 4" aggregate base. 22 Construct graded earth Swale ! future curb line as directed by the W No. 2030QAND SURVEYORS INC. en sneer. hr g o: V M K K.N.NL L. Haven Commerce enter � ` ' - - Construct catch basin it per City Std. No. 502, N - 14' Y-¢./D' ptP• DA� 9 3O ," 9035 Hsren Avenue Suite 100 -pVon-structron-contractor agrees that in accordance with generally accepted construction * - -"" DRAWN Rancho Cucamonga, CA 91730 SHEET ractices,construction contractor will be required to assume sole and complete responsibility for 24 Construct junction structure "A• modify as necessary for conn. to ex. (714) 989-3922 " : " 30 R.C.P: B 24 ::fob site conditions during the course of construction of the project,including safety of all persons '4 Cj7j/��. �1 Cj,A.C. 3 3 GaVomb . l OF and property; that this requvement shall be made to apply continuously and not be limited to 25 Construct A.C. driveway (3 thickness) to match existing as directed �1 M',, �F AFD normal working hours, and construction contractor further agrees to defend, indemnify and hold ofCi<!iiEnginear by the engineer. ifeyl5i0r1 /O C'0•JUICf ®q a. X83 A6W 12 4-8$ CAt CHECKED$ " I - 2 30 x pte DRAWING NO. .design professional harmless from any and all liability, real or alleged, in connection with the � andSIlfVQI�Of! KennethN.LMwllle R.C.E. 0 OE p D EY Construct Curb Only per City Std. 301 . - ✓LM/Ca VA 9/30/89 performance of work on this project,excepting liability arising from the sole negligence of design .SYM pig`rofian D�/PgV/5/OH A�rD✓ ��e �Z�2 professinnal. - - Dates � Flle no.=4M/B3B