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HomeMy WebLinkAbout1234 CQNSTIiUCTIONON TES GENERAL NOTES , OMr ARROW RTE.—SHEET 2 12o- Construct A.C. Pavement per Typical Section. —3 Construct Variable A.C. Overlay per Typical Section. 0.10' Iain. 1. All work shall be done in accordance with these pians, the City of Construct P.C.C. Curb end erlayGutteper Std. l S ( ) Rancho Cucamonga Standards and the Standard Specifications for Public YRl p Works Construction - current edition. Contractor shall be familiar (8" C.F. w/24" Gutter) with and shall be responsible for adherance to these Standards and SOI Construct P.C.C. Industrial Drive Approach per Std. 306 and per Specifications. I On Detail . (W as shown) ►W.I I�, 5 Construct P.C.C. Sidewalk per Std. 304, 310, and 311 per Typical gl IW 44 2. All pipelines or substructures of any kind, telephone or power poles, Section. water meters, valves, fire hydrants, etc. shown or not shown on these rI ly 6a--Construct Handicap Ramp per Std. 310. plans within the right-of-way limits or in adjacent areas where 7 Construct P.C.C. Spandrel and Cross Gutter per Std. 308. V$ V$8improvement work is to be done shall be removed, relocated or protected Adjust Cover to Grade. 9Construct Street Lights. (Type as shown) in place as required at no cost to the City of Rancho Cucamonga. % @__Install Traffic Sign. (Type as shown) 11 Paint 12" Solid White "Stop Bar" Stripe. 3. Any contractor performing work on this project shall familiarize him- 12 Paint Traffic Stripe. (Type as shown) self with the site and shall be solely responsible for any damage to y 13 Construct Pavement Transition per Std. 406. (Schedule as shown) existing facilities resulting directly or indirectly from his opera- tions, whether or not such facilities are shown on these plans. 0 4 Construct decorative Pavement Q • 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering Q: Department prior to any encroachment or construction within City of 4 JERSEY CT. Rancho Cucamonga easement or right-of-way. r- v SHEET S 5. All grade stakes shall be set by the Contractor or Engineer. Paving O� 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, gas, phone or other utility laterals, mains, or crossings shall be constructed prior to paving. 7. Compaction tests of- embankment construction, trench backfill, com- /NDEX MA P pacting original ground and all sub-grades shall be performed at no cost to the City of Rancho Cucamonga. A written report with these SCALE: / = 4 00 compaction tests shall be submitted to the City Engineer for approval prior to the placement of base materials and/or surfacing. 8. At the completion of paving, a materials report shall be submitted to the City Engineer. Lising all tests or determinations completed to verify stability oil content and Gradation of asphalt Paving 9. Prior to installation of any paving. a materials report shall be ; submittea to the City Engineer. Listing all tests or determinations completed to verify: + sieve analysis and sand equivalent of Q aggregate base. FOOTHILL BLVD. QUANTITY ESTIMATE 10. Paving shall be performed in accordance with R-Value and Pavement tests A\ 1 4, 130 L.F. P.C.C. curb - 8" C.F. & 24" gutter taken to determine structural sections (prior to final plan approval) �P 2 135 L.F. A.C. Herm �5 3 10,464 S.F. 4" P.C.C. sidewalk 4 3,424 S.F. 6" P.C.C. drive approach (inc. curb) 11. When improvements are to be placed on native soil which consists of a 5 1, 146 S. F. 8" P.C.C. cross gutter (inc. curb) rocky material, the sub-grade shall be prepared by removing all rocks ARROW ROUTE 6 4, 300 C.Y. Street excavation (inc. site preparation) which protrude above the sub-grade and all voids or depressions shall 7 1,217 C.Y. Crushed aggregate base be filled with a fine grade material of a quality better than the native 8 2,870 TON A.C. pavement material. PROJEC T S/ TE"'••• 9 540 TON A.C. pavement overlay 10 8 EA. Adjust manhole cover to grade 12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant 11 14 EA. Street lights (-te to paid -or- by Aeyelope.r # woreJina+ed wit-1, sce) registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly 12 19,724 S.F. Removal of A. .C. pavement applied at the manufacturer's recommended rate for the full pavement F R. R. 13 7 EA. Traffic signs and posts width prior to paying. S. 14 4 EA. Reflectors and posts is 8 L. F. 18" R.C. P. (15 00 D) 13. Estimate of quantities is provided by the Engineer only for the con- 16 39 L.F. 30" R.C. P. (1500D) and collar connection venience of the developer, the contractor shall make his own deter- 17 1 EA. Catch basin, W=141 urination of construction quantities before submitting a bid. Any ct 18 1 EA. Catch basin, W=28' item of work required by these plans which is not specifically listed W 19 1 EA. Local depression, 141W in the estimate of quantities shall be considered as included in the ~ 20 1 EA. Local depression, ?8'W P other items of work. W 21 4 EA. Outlet structure, Std. #507 2 22 2, 686 L.F. Sawcut tsigns 23 LUMPSUM L.S. Paint traffic stripes 14, shall beonstructedyf Rancho ateach intersection. Numbers 401 and 402 O 24 150 EA. Street trees (see landscape plans) 25 3, 288 S.F. Cold plane A.C. overlay key 15. City approval of plans does not relieve the developer from responsibility for the correction of error and omission discovered during construction. Upon request the required plan revisions shall be promptly submitted to the City Engineer for approval. 16. Work site ani. exterior streets shall be in a neat, clean, hazard free, V � (j � N / T Y M A P orderly state, throughout construction. Site shall be cleaned uponam request of the inspector. NO Sc:A L E 17. Contact all Utility Companies as recuired, (2) working days prior to excavation. 18. The final or surface layer of asphaltic concrete roadway pavement shall not be placed until all utilities and utility laterals within the roadway have been Installed , all on- site Improvements including all grading have been completed, and all unacceptable parkway and roadway improvements are removed and replaced to the satisfaction of the City Engineer. Gff•9DES ON �.P/1�,4TE�� Sidewalk layout is conceptual only. Approval of the final sidewalk /Q �YEI�/SED layout shall be made in the field and adjusted as necessary to meet CITY DESCRIPTION OF REVISION DATE s ctor and Project APPROVED. the Public Works In j field conditions as approved by Pe • Planner prior to final construction. CITY OF RANCHO CUCAlONGA TITLE SHEET P. M. 10782 DR 87- 26 APPROVED BY: DATE. 6 S CITY ENGINEER R.C.E. NO. 22397 J1t0FESSJG,1, DESIGN ��a n cL.D. KING, INC. RECOMMENDED S }E �1�, 2151 E.'D'St., Suite 120A 04A J/O/98 Ontario,Calif. 91764 --- o p (714) 988-5492 DRAWN SHEET No. 21062 A .^ MA,4�CEr2 ,(�. �OF 41Exp'. 9-3"9 ,F CHECKED Cuq cs aY$ [XP. 9-30-e9 DRAWING N0OF A0 . FILE NO 1 I { { i I I ... _} I } } I I i . i I . : i ' i 1 i 1. I . } i E ! I 1 ? f i : I 1 , I ! I _.. _. _ -.. L _.} _.. ._... . } ..... .' ..... _._ I .... ., _..... i I I t t i _ I I I _. } ....:.I _..I ._.. _ I _.#:_.. I , I I I }-:' - I t I I I } I i �.. I I 1 , , , f. ' fVCFIARK Md. 23 1 i I L __ } I _..:.I ..� .....f .._ .. BE X 1 1 I I } c i I , j , I : I i I I I } I I 1 r 1 I I 1 I I I I , . • I _}.._.... ..._ -L._::. :._ _.. _ _ - - 1 '---1'--.. _.A ._. .. - -- I I 1 ! I i _ i t I ! I . 4 I I t } } t r . t 1 i ! I 1 - I .i _ t _ .. . • ! : i I i f _ I _. . I_.. _ - �i II I _..� t I I I } I , # - i i , I I ti , : � _ I , , I I t t I I t } ...: I 1 I _ _ _ .{ _ .i I i i ? t _...._ ." .:... 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N CW � W % � �i0 J ti D W W a � � aC �. � V1 1 V 0 � � � J !� ao �. d1 � � � lu I II u 4 F N % � � � . �� � Qz % m% - % ( Q ,h �A R % I ,e c�- W l W NO I 0 JIB � V ��1.4CEL ro O � �, W4 � � � � N i - 0Ili I I I W O O W % CG�,¢B R�r�,/RN (� vc a 0 N v a N W a s X ..EE S14 EEr 4 d = 8 , 1.31 O3 W ^ p% ;? % V, I . . a - � W �� a W y. ,Q = 35 4i ( 0 % hep pC �. � � p W � �, � BOE,, 41 � p �,sQ66 W � � Q N ��. fib, t", N. � 0 � � k T 3Q 71 �� 4 O ¢ yc J O /2 Q WW � EX. �P /:3773035 &27'5 Nq ,Q1 Q � � V V p L, ek 4C Q PRO U 1� � O DESCRIPTION OF REVISION oarE �1VELOCA�E BY S.C.E" CO. � `V� �C v k-4 • �O APPROVED. `�1!2� �`' I '�� CITY OF RANCHO CUCA ONGA 1c 30 I FO' 1p ' 1 onstruct A.C. Pavement per Typical Section. 2 onstruct Variable A.C. Overlay per Typical Section. (0.10 ■in.) PLAN AND PROFILE �rlt'/C. 3 Construct P.C.C. Curb and Gutter per Std. 303, .A0 /4 E'S�t/T (8" c.F. ++/2a" Gutter) . /Z ►i,4�PiES 4� �I YAR/ES 4a--Construct P.C.C. Industrial Drive Approach per Std. 306 tnd per A R R 0 W R 0 U T E � ..4'-19_�' l — Detail . (W as shown) j 0.5 /'1/N. ------A'OUN4//V49 M 3EE S Construct P.C.C. Sidewalk per Std. 304, 310, Ind 311 per Typical ROCHESTER AVE. TO 1058 '+- EAST 1 , p I_ 4/VO$C,4�E GLANS Section. �i CON57' YAR/ABL A.C:--- , S,0GZOS � 6a--Construct Handicap Ramp per Std. 310. P. M. 10782 �R 87� 2C p Oli6RLAY(O-/OI'A .e. ✓A_• I�r/, �ELOW TC. °, //�JrI • 7 Construct P.C.C. Spandrel and Cross butter per Std. 308. 2i, 8a—Adjust Cover to Grade.- APPROVED BY: I DATE: �'''�� . 9 Construct Street Lights. (Type as sfiownAA2 2 397 ITT ... .. ;, .... •.. . CITY ENGINEER RC.E NO. ' 5 10 Install Traffic Sign.(Type a: shown) • /1-V 14'±' �11 Paint 12" Solid White "Stop bar" Stripe. Q�O11!11fESSrpp DESIGN L.D. KING, INC. RECOMMENDED T C, 4VEME'N OVER .�.. A `�° ►� ��F ���� � 21s1 E.'o'sr., s�ir.l2oa E,�►. Vit/ - CONEr, .�Z• A. P *' GG 12 Paint Traffic Stripe. (Type zs shown) �a JG� 4►� B S- Ontario,Calif. 91764VA ' Sw s13 T/. = 9 R•7/ B,� �E SER �'"O /VO, �O/ 13 Construct Pavement Transition per Std. 406. (Schedule is shown) W o N �, DRAWN X7141 988- 492 SHEET No. 21062 D "A9x r � 2 of 5 R R O W ROU T E s ai4 car' e � Rimal.- pilnT 5 Exp*. 9-30-89 �q o s a y s,�Z.�TtS�a![� A /o T YP/ CAL SEC T/ON f CfVil `�, CHECKED EXP. 9-30-89 DRAWING N0. OF CA0 FILE NO .J��r . .✓ A zlo4 0,1 - --- - _T.. . : i ; + > : W I i , I I I I i . i I i i j I i I i i 1 I i i t I i i { ! . 1 ! ! ! ! i , : ! t I i I i i ! I ! I.. i I_ I i } ! i I . ! I I I 1 I J _ _ _. _ _ L ! _ _. _ I. i i s ! 1 ? z } : t I I I , ! 1 I ! ! : I I I 11 f } I : i I I , ! 1 f _ ! . I , ! 1 ! ! ! I . i i { ENCHMARK Nb. , 23' I i . .. . . ... . _ _ .... ... - _ _.. _ _ _ _ _ _ ' i ? ! I : 1 t I I } I t t ! I i 3 I { t � . t t t ? ! I ! } I } t # �}. ..I } } I I : I I i .. . �f i . . . { ! 1 ! ► I } } ! 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S I I I Q e� p �c W �j 14 � �, v H b �0 t4 Q 4i v hl SEES S N k t, V p 1 �4 Y �T N cE r\ It R W h P,4 R L ID n 1 0 r w ti s, .t % Ui 0 W W ti n V 3 N W � 0 WIN % 4S Q 0 1 j, o`' � C ' h � BCW „ V Wth FA v w �N ,til M b Q 4 I1) (b Q t W � I>� `V k 4 � " 4, I �1 v i % �l % Il! � l�(! 1 t�,14 . \ t v °� v � " O W 0 ti . w h1 ! 3 v 0 � h o� � � � � h � � v o 0 , > \ �l \ o r • �9 \ ^0, __ V ,n ttom^^W a 4C W 4 V \3 `h k. 9 � � M ri W DESCRIPTION OF REVISION DATE CITY 1 14 0 'V lq: N V'� ,, in 0 � 4 k O W � 0 l V r - S - � � APPROVED. 0 m m �I �► O Q �0 0 U �( .k ki �v h ^ a p o\ a N � '��Qv �r � W . ,4 0 4 � o • 4 o CITY OF RANCHO A CUCAIONGA o % , v of � " w. . °� 't I �2 W W oc �. 0 4 v W �C x � PLAN AND PROFILE �O g 3D k �'C O NS RUC NOT S � , 0 T W • W ti W J& f4' .k.E ROCHESTER AVENUE GI Construct A.C. Pavement per Typical Section. - � 11 �2 --Construct Variable A.C. Overlay per Typical Section. (0.10' min.) V � I le VAR14FS 4 1.�raiPiE's STA. 13 + 20 TO STA . 21 + 50 1 3 Construct P.C.C. Curb and Gutter per Std. 303. , �.7S I SOS /'!/N. Q � Coro �,IINF.io r�Ax. � � P. M. 10782 (8" w/24" Gutter) k ti ' ----MO /O/N� -$EE G)_Construct P.C.C. Industrial Drive Approach per Std. 306 and per h � 41 CONST fi.4R/9LE A-C--, ' L�1NOSCs1PE PZ 4,VS ,S.�o0,03 BEL01y ,t, Detai 1 . (W as shown) OrERCAY�O./O'/r!/IV. F r APPROVED 8Y: DATE: — e i cal � V'4 -Z• c 5 Construct P.C.C. Sidewalk per Std. 304, 310, and 311 p r Typ O W zv l CITY ENGINEER RC.E NO. 22397 VqSection. = - - __ •�-.-.r.�_ ` , !,_ -, - 6a—Construct Handicap Ramp per Std. 310. - � o !MESS/o DESIGN KING, INC. RECOMMENDED 7 Construct P.C.C. Spandrel and Cross Gutter per Std. 308. /3 jQ�t j6 '' : 3 S ��o11 ��,as f, . L.D.rxinG 2151 E.•D' st., suite 120A t `� 6 M B S Ontario,Calif. 91764 x__- T/10/99 �—Adjust Cover t0 Grade. EX, OVMr 1'CD� C , , a ,M � (714) 988-5492 9 Construct Street fights. (Type as shown) 'VS . .4Z�4. ��t EME�V - Ot ER w ," DRAWN SHE E T T/. 9 Z5 �:/O tt A20 R 7/ .,46 ,4G� B,4- IE4 SJZ? A/C PO/ "` No. 21062 = p, �f,4R�CER J 10 Install Traffic Sign. (Type as shown) 40CHESTER AVENUE S�4ty C✓T /b�E •2EMOvE PVMJ'" �E.?M 4t Exp. 9.30-89 'v � OF 11 Paint 12" Solid White "Stop Bar" Stripe. DouglasN. Mays. R.C.E. 21062 12 Paint Traffic Stripe. (Type as shown) ---... CIV �� CHECKEDEXP. 9-30-e9 DRAWING NO 13 Construct Pavement Transition per Std. 406. (Schedule as shown) TYPICAL SECT/ON �rfOFCAUF°�� 1.234 FILE NO ..., /V Q,094 -Dµ 7 . . . . 6 - I - ­­ - -11 - . ____ __ ,- , - _ ---- I I ------ __ ---- ­ - _ -1- - -I � � ­ - ­ ­­ ­ 1. __- . _ - . I . I . . . ! ! � 4 , : . i m � I � � I . : 11 � I ; I i I . i : I ; I I i I i ; � i i . . , i 1 : I I i i � i q I I . I . . I I i 7 . ,I . . ! I j .I : � i � i i � i i . : I : A I I I � . i ; . 4 : ; : I I : � 4 i i � ; � � ! , i : � . I 1. 1. I : ;; .. i . . I I ; � . : i . . . . I I �. ::..� : .... . 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" �, 1 \% DATE % \ (j I %, lt� - ) DESCRIPTION OF REVISION APPROVED. # � �� - ")I �- 1�1 _% -% 44 2 C a I �� III- 11 N k4 1 4, ,", Wi 44 . ��, 3 I4,- 1) - t, �, N k �- . r� 4i . q, 71, '* ��, III, 11) . - . - . - k !I� 4; . h\ rj . 4, �', �--, 14 \.__1 -, (D- ,, , � t(, � 1110 �e . /=/, Z- 1� ly, 4, k� Detail . (W as shown) � . \ I,- (� _ j . , y �� Typical PLAN AND PROFILE 1 A::01 S Jq / 1� t� . x 4i x , I o . 0 - I - /0' _ 1 N �( 4i / �,.�6�47kvx 6 � I . 111/x . ENUE �1\ - - .�� � I . .A& 1.4, ��, �-q lvz� 7 / t� . t( V,4914!; 4" . (�)_ STA. 21 + 50 TO ARROW ROUTE 11 I le -a- - - - - . J1ARZF5_1 I (�q) I Ar* J , .qr�-O/y 5, 4�,0.5,17IN - . (�)_ I I I I P.M. 10782 � z'e,OL D PX A r .Z 0 WA X.Je,ry , 2, , ---M0411%1,011VO -SS�F I . STOP Word. tIv, 1,0Z,4N5 @-g�::: I ,4AA1,0.9e4,0vF APPROVED BY: � DATE' (77777 I " 71 r, 13 COIV57-IIARIA61-A' .&.__- lof Zeff I 5 _'�' oO AIA-RIC Ar(40./0 I /17/A/� -- r/.-.d , e-_,rl . 1% VY�- ,_r el I J` I . CITY ENGINEER 4141�--!!L�� RCE. NO. 2 2 3 9 7 ' "I ___ - �._-,- 0 i 1'. - �,:!,.­. r 60,00 ___ ______ . � I . . . 0 DESIGN L.D. KING, INC. RECOMMENDED _7=RL-_�_ - -- - _­_ _____�_� �. , ...,&...-- . , . � ...-:. I,- 114 1-i Rof ESsi 2151 E."D" St., Suite 120 A , . - . -�7:.jj�-'":,?., ." 1�.S e� A�4;' -6, minG ::4A. /68 I /,e It /c,/ - I _ff� I , I . 1," . a ,\1 A L Ontario,Calif. 91764 -T/V _. I - .=X. /--V/vr, 1'-V-- ".COO;VS7, ..5 ' C.1,11!4 UF41�LA7 0 V,F9 1� a Ift t- DRAWN (714) 988-5492 SHE F T %;4. I . . M � , ",4 r/ r 9 22-4ZO ot6 20-2P 60 R-71 .J3' ,4aC,, P.15r.0 10F,4 S11r, NO, ,eOl I . \ A�7 /k/4/f�CIFIC 19. f-gm ,,.-4-o, __5�_ . . 1 4t Exp. 9-3o-qq , Douglas H. Mays. R.C.E. 21062 9A PV C-L17-'�PA&',Er, ,Q-`"0V,F ,APV"7- df' 0,9F,Z1W . . EXP. 9-30-89 DRAWING NO . I . -P CIVI 114- - rYPICAL. SEcrloN . . � Of CA0 - -I a I I "I-- FILE N-0-2 / I I - - - � I - � I � I . L � III , 't I . .f I i i I � I t I I r T ,_ I I I I I I ; I � I t I I I I I I I I I L �_ I d f I I I I t I � 4 1 , -1 I I . 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RtBp W 4 ' i , 1, 1I ,1t ; '� N _ 3 /� : , 11 , D - - _ ��___ 3 h1 ,4 111:10 1� %; 3 k A O o Q A40 T!'OF a/V" /0 1 � Z \ �rav I o 'Ni :: .: I c; tj I Io O , m I k I IN 0 � III .- % C✓RB �A A N,` 5, Q /c ARCEL & f�f1 R CEL 5 I a I k1 - / '' � I � � h I % R=�8o/ - � I � � _ : I o m >409 N . 111, 11 ft 4) I �QNSTRUCTION NOTES J $EF $f�EE 3 m N 1 Construct A.C. Pavement per Typical Section. 't T P�4 R CEL 13 2 Construct Variable A.C. Overlay per Typical Section. (0.10' Iain.) : V � 3 Construct P.C.C. Curb and Gutter per Std. 303. (h (8" C.F. w/24"Gutter) - q 4 Construct P.C.C. Industrial Drive Approach per Std. 306 and per SCALE % j��40/ /A F�EI�/s'ED G.QAOES ON Pik/I�fJTE" OSP 9/tt/eB ie_3,-a>� Detail . (W as shown) .I 5 Construct P.C.C. Sidewalk per Std. 304, 310, and 311 per Typical I DESCRIPTION OF REVISION DATE CITY Section. � APPROVED 6a--Construct Handicap Ramp per Std. 310. � CITY OF RANCHO CUCAMONOA . 7 Construct P.C.C. Spandrel and Cross Gutter per Std. 308. h h 8 Adjust Cover to Grade. 1 lr .3z/ .32/ W 9 Construct Street Lights. (Type as shown) W PLAN AND PROFILE 27 �7 10 Install Traffic Sign. (Type as shown) � � PP Paint 2 Solid White Sto Bar Stri e a STOP Word. / . 11 l P P � R Y RT 14( �? ee . N JE SE COU 4� 12 Paint Traffic Stripe. (Type as shown) /O /O Z o �o I 13 Construct Pavement Transition per Std. 406. (Schedule as shown) KI � PRIVATE DR I V E • ct decorative Pavement. h t y �� 1 Constru e ve p I I 114 �c . . W 0<30' O.z3' 090' P. M. 10782 OR 87- 26 pl V } �, 0,30' 0,23/ a,30' �Q',' . LEVEL L/NE APPROVED BY: - .DATE: LEVEL L/NE _ ._. 1 o __ _o � �, Q�Of1iSS/py DESIGN L.D. KING, INC. RECOMMENDED I 3 CO�VSr..l3AC P�i✓EME/V7" OVER ..33' 3 �Ev I,s �� wanG 2161 E.'o' St., Suitei20A • ••.- COtiS , ,.1�A.C. PA✓EMEN7" OPER .33' 3 ,4Gh ,15E PER STD NO. POJ o G �'�•� : B S a S]Lo/aa ��'''' '� J Ontario, Calif. 91764 , 3 ,4GG SASE oER ST,,:-' NO, 201 �v p r, (714) 988- 492 PR/ VA TE DR/VE ft No. 21062 70 DRAWN &121,nSH.t�lyltli.C.E. SHE E T ' r� _7 R= 7/ D• Mil,QKER � �� -�of✓ERSE Y C T. " Ex° 9 30.8 9 21062 T YP/CAL SEC T/ON ECKED EX -30-e9 DRAWING NO. T YP/CA L SEC T/ON �l'lfO,CA `� FILE N0� / .✓ A/ 94ro' 10--4::!II4 f 00