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HomeMy WebLinkAbout1095 I GENERAL NOTES 1. All work shall be done in accordance with these plans, the City of Rancho Cucamonga Standards and the Stan(t:ird Specifications; for Public 1 O (9 . Works Construction - current edition. Contractor shall be familiarV 8 with and shall be responsible for adherence to these Standards and z F. Specifications. 4 2. All pipelines or substructures of any kind, telephone or power poles, water meters, valves, fire hydrants, etc. shown or not shorn on these _ --- - -- -- -- -- - - --- -- - - - - - - __ - ---- -- -- -- - _ plans within the wa ri ht-of- limits or in adjacent areas whe @ right-of-way improvement work is to be done shall be removed, relocated or protected __-- in plac4 as required at no cost to the City of Rancho Cucamonga. - - 34.€51` 3. An contractor performing work on thisproject - - - - - - - - -- - --- - - - familiarize him- -- -- -- - - - - -- - -- - Y f1 P g shall familiar self with the site and shall be solely responsible for any damage to existing facilities resulting directly or indirectly from his opera- tions, whether or not such facilities are shown on these plans. -- _ - - - - - EL 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering Department prior to any encroachment or construction within City of - _ _ _ _ _ Rancho Cucamonga easement or right-of-way. Z - , I - -_ - - -- -- - 5. All grade stakes shall be setby the Contractor or Engineer. Paving -- stakes shall be set at all hinge points, edge of pavement points - t1< - - - • �� - -• -- - - _ - _ _ - - ' within 0.01 foot of sub-grade elevation and at not more than SU foot - -_ - * w- R#'3 E - - + Q o - ( - - -- , intervals. Additional paving stakes may be required by City Engineer v - - _ - J. as needed at warped or vertical curve areas. - - - -- - b. All sewer, water, electric, gas, phone or other utility laterals, - mains, or crossings shall be constructed prior to paving. t- - -" - - -- -- - --- - - - -- -- - -- -- - - -- - - - -- -- I - - -- - - - _- - - - - -- 7. Compaction tests of- embankment construction, trench backfill, com- T - _ -- _ - - __ - - ___ __ __ __ -- - - - - _ - �_ - - - - - - -- `' - paeting original ground and all sub-grades shall be performed at no - c - - - - -- cost t9 the City of Rancho Cucamonga. A written report with these - -- _ - - - -- _- - -__ - - - - com action tests shall ba submitted to the Cit En sneer fora -- P Y g pproval - - - -- prior to the placement of base materials and/or Surfacing. --� - - - 1 - - - $. At the completion of paving, a materials report shall be submitted to - -- -- -the Ci Engineer • ' _ -- - - - -- - - --- --- - -- - - - - _ - -- -- - - -City gi Ij:sttng all tests or determinations completed to -- - -- _- - - ?pr - -- -- - - _ � � - _ � . - - _ --- - verify stability oil content and Gradation u€ asphalt Paving �= T - _ - - - _ 0i C4 - 9. Prior to installation of any riaving, a materials report shall be - - - submitted to the City Engineer, Listing all tests or determinations -_ _ _ ' -- - ---- - - - - E ST G Q0It1 - - - _- completed to verify: Sieve dndlysis and sand equivalent of aggregate base. - -_ , I Ilia' $TD (1.90O.D.) GALV. IRON PIPE RAILING 10. _ - �� ' COAT W/ZINC CO UN WELDS S PaWing• shall be performed in accordance with R-Value and Pavement tests - _ - - - - _ 0 ALL-WELDED CONST. GRIND SMOOTH 8 taken to determine structural sections (prior to final plan approval) - _ _ _ -- - __- . - _- --_ ---- --- _--- -- --- - - - - - - EMB D IN CO - . - MPO I0 0 1. T N - - - , 6' 51-00 5•-0• - - _- F F -- f-" �6 11. When improvements are to be placed on native soil which consists of a -- - I$ L 2V f � - __ _ `30/ a M 3 2 - - - F reck material, the sub- rads shall be Y g prepared by removing all rocks which protrude above the sub-grade and all" v,�ids or depressions shall - _ _._ _ T _ _ __ -_ _ F- I - _ 3 , be filled with a fine "grade material of a y 'ality batter than the natives - - - - _ -- = IST. WALL - - - ( - - - - R!W MATCH _L'EX 15' *" - - - -- - - -- - - - -- -- I E - • material. - ---- -- --- -- - -- - - -- - - • - - - t_._:_ � -- - - E -- � I . � . ._6 SP S CURB• - -- - - 12. If the asphalt concrete is to be placed on sub-grade, a so is sterilant - - -_ _ - --^- - 4 ( I� l EXIST. ,.;f • ----,- PCC VERT - PRO - - -- - - - P SIW registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly - --- � - - - - • - - - _ - ---- - - - _ �- I N A 1 I I applied at the manufacturer's recommended rate for the full pavement - - - P - - _ _= - - - -- -- - - - _ - -- -- - -- -- - - - -- -- - - - - _ - - - - - - - - AP ON _k6 I 45' i 45'1 SEC. A ELE�It B width prior to paving. _- -- -_ I - N0 SCA E . • NO SCALE 13. Estimate' of quantities is provided by the Engineer only for the con= - - -- -_ _ -- - _ __-- _- -- • - _-_ = -- -- - _ -- - _--- _ - - _ - z {{ - - f -- - - -- - OP: w ST. v nience of the - _-- - PR �EXIST. e contractor. The contractor shall make his awn deter- - -- - - - - - ' -- - _ c8c �,N C�a 1633.8a Tc urination of construction quantities before submitting a bid. Any � - • � _. - ' item of work required b these lens which is not specifically - -- r - _ s = - 1 0 F - q Y P listed - - - - - - - - - _ _ _ - - -- -- - - -- -- - - - - - - - - - _ - - RC CU •V 632y8 f B ERT DETAIL _ - - L No_SCAL L In the estimate of quantities shall be considered as included in the - • other items of work. + - -- - 27 28 29 ,PRQFI�. scA�. s0 3L2 33 Be 34 52 14. O , HORIZI - N BENCHMARKS SURE RETURNHI SW' (:I* CORNER , Contact all Utility Companies as required Two t2) working days prior to excavation, 3 34+26 SND BLK. WALL 8 ST OVERFLOW DEF. BERYL ST. 8 LEMON AVE. VERT - M NOTE VERTICAL SCALE 1- o TW=FS 8' ELEV 1609.389 EMON AVEYE°� _ L... ,� , � }. ue. d, .1, 12 ,p N 12 14 �. , 60' X X s LEGEND► SCALE, !' y 40' i w O r .. m t 10' 20' 20' 10' O N m P a,� Z z I ~ ac cn m V) c� 3 REMQVE. EXISTWQ I l' �, m �, w > 3 . w z A�,PAVEMENT _ �Y P z3: � ED Zd Zo MANDARIN AVENUE Q. BERYL STREET c� 3 w q t + M _� F- 6 u LL.gi O t.Ca,n . V} 4 N 6' CF ° I M k LL k t a F- u� (� �' 3 v J , FEATHERED `{- l �a • ` # F- W c� O y N a N a N I I8 18 2 AC OVERLAY(01'M' F zzj F'N P JON I • FENCE wsY ,__. .. 13 R/W ' <.. :i•• � \>f � \- . �,- _ ,. -.--_�`-/ .. -c- �-'- 'T-i-s• + .•, .y.r . .A , X C rr - h. - Fx_� 10 ,4 0 � 10 p 6' MW. INTO GROUND t ( 8 10 ' DETAIL OF CURB MR • • AT BACK OF WALK ,,.. • y„�,,.-__�+ x --� .. r'e _ -sem�i-��•.�o � �T L7 --- f V 1 Vf1G JL L $-1Y � TT•. �� _ EG L�1 AfL 7�D�V�' �W - v - i - POUF INTEGRAL WISIDEWALK 26 92 BERYL STREET - ____ NO SCALE$ 6' + EXIST 8 P E 2 _ 20 5 5 8 - _ � 00 LEMO A ENE 9 / 'rI 'n � N 7 4 r . q 7 25 23 • �" j 2g 27 2 _ 9 -- - 3o SMH 3t 8 32 1 i - 33 �u 8MH 4 I g SMH $, f 36 8'S r- --,-- -T- Sr i , N • ,, - 2 3 21 5+I F.76 BERYL STREET �� - 5 f i BEGIN-TYPICAL SECTION R (2 {� g N B. / ` - g EN TYPICAL`SECTION +00 A ARIN A E E - ,•- - -T 4" -- �.' �_ - • • A �r-o , � T '!-a -moi-�- '� - 0��1�• - o r) �- o). i - CLASS B CONCRETE 1�' � ."" , - t'� a _ + � �� Y .V V r� �s Vii • O \ _ - BRICK k- - 1 v / R IW SIQN�! • - - - Qg04ES • gM o f 71/2 RVE BATA .. Z CU w C _ - r 1 2 u '89�52'01' -90' ° ( ► • ! ' W I No. �I R=22 R-113' -r w • L=34 51 L-20.42' t 6 , 12 > Ex¢ 123t8� • 8 ll .. > 117 r x x en en ' 10 rn -21.95 7 CURB 8. GUTTER. DETAIL. •-. IO." CF' T . T=13 '( 2� 22 c� _ $ ql�C!V IL 6^ ZI U. N a,� 10 SCALE, V a 1� + �- �• OF CA1.�� ' NOTE, LEAVE 114' AC LLP Q EG " � s , NON-TANGENT CURB RETURN w�sy R!w - - `" • I� CONSTRUCTION NOTES tCONT'D) A6 R!W CONSTRUCTION NOTES " T t •-: , ' . DESCRIPTION OF REVISION DATE clTv I .. . a I ?( I DESCR I APPRO AL ' r �1, REMOVE EXIST. 8 PIPE 14 CONST. RCB PER L.A.C.R.D. STD. 60-12 SI=S2=4,5' 8 PER PLAN t� EES - -- C>- O- . EoU ww. 1 we CITY OR' RANCHO CUCAMONGA 33' % RW 2 REMOVE EXIST. C 8 Q & PCC PAVEMENT 15 INSTALL CONCRETE PULL BOXES, 2 CONDUIT, 3 CONDUIT AND PULL ROPE ,2 °_�. II' 2 ' I --REMOVE EXIST. DIW 16 2' WATER SERVICE 8 METER BOX PER CUCAMONGA COUNTY WATER DIST. STD. _""��"'" = UNLAER PLAN & PROFILE 0.5' 10' 0' 10.5' 1 5' �s : i _ .. \ 1• RELOCATE OR REMOVE TRAFFIC SIGNSI SALVAGE & DELIVER TO CITY I? CONST. CHANNEL TRANS. SECTION PER CITY STD NO'515 & PLAN , � s = 6.5' 12'3 8'3 _ . r _ 3 I� _ _ : � �_ --AYµ + _ BERYL STREET 5 CONST. 4 AC ON 4 AS PER TYPICAL SECTION 18 . CONST. 3 AC OVER COMPACTED NATIVE c'�� r. 6 EXIST. S/W rr1-/!�, O N J NEGt^_R, L� ■ , - EXIST Ung-,,: ° - g SLOPE VARIES N 6 CONST. AC CAP PER TYPICAL SECTION 8'PLAN ; G80UND arses•• SLOPE 0.5% ! 0.5°ro VARIES y_ O � FINISH � � C a EMON♦ � � - AIE _ _---- - 19 ADJUST WATER VALVE CAN PER C. .W D. STANDARD A �. 4 1 �' FROM 45 +- I _ ' SIO LEMON AVE _E.. ;�..• . ` . F„ v� SURFACE c EXIST. N C7�-CONST. C,�B 0 PER DETAIL ADJUST MH COVER TO GRADE PER CITY STD NO. 512, PAGE 3 -' <�S, S• _ TO 6'�7QIw Nie LE MON AVE. 8 7 EXIST. PCC �- , 10 8 CONST. SIDEWALK ADJACENT _ TO CURB PER CITY STD. 310 21 SAWQUIT 8 BUTT JOIN o =1 �j� " ° ru a Yt. I . EXIST. ? ��%'r WITH MONOLITHIC CURB AT BACK OF SIDEWALK-SEE DETAlL HEREON - 1µ 0 , SEE DETAIL 2. 25 ���, �/ 9 SAWCUT DRAW SWALE PER RCB CULVERT DETAIL 8' REMOVE EXIST TQ STREET- 22 CONSTRUCT 8 INSTALL PIPE RAILING PER DETAIL HEREON of - , APPROVED BY DATE 6tp HEREON -i......;....:. .....5 _'_"" "�'r CITY ENGINEER R.C.E. No. _ &FOOTING. CONST. BLOCK _WALL. PER CITY y TD. 81.2. H=3'"8. ONE FOOT COVER OVER f3 CONSTRUCT FEATHERED OVERLAY (OI'MWJ � t . Isr ' o III b '9T D- ESIGN RECOMMENDED FACE OR SLUMPSTONE WALL m RIW PER DETAIL. STEP m 8 INTERVALS. "°°" `II ,Pt.AN3.PREPARED eY REMOVE $ REPLACE PCC SPANDREL AND CROSS GUTTER PER CITY STD. 308 ° +,$n ,� JB WILSON-SHEEHAN,$ ASSOCIATES R R. II CONST, SIDEWALK 8 RAMP PER CITY STD. 310 LOCATE 4 W'LY 114 PT., OF CURB RET. • ' NOTE, SLOPE ENDS Q 2=1 MAX 25 COLD PLANE AC PAVEMENT 5' WIDE (O.V MIN.) DRAWN I 2 SHEET 5 3 ' •° _ 43 S BREA BLVD. BREA, CA 926 1 , =n � ., �, ." ��� 1714) 990-0123 Job E-378 e �+ A' 3:SERVICE CONST. DIW PER CITY STD. 305 K - - I : RiltSL.UMPSTONE INSTALL ELECTRICAL CONDUIT W1 PULL ROPE INSTALL IRWGATION GONTROLLER ELECTRICAL SERVICE FOR FUTURE IRRIGATION PER SPECIFICATIONS ( FTYPIC L SECTIO VICINITY MAP CHECKED EDRAW(bO.NO SCA BLOCK WALL DETAIL PER PLAN. USE MY ERS ELECTRIC PRODUCTS (MONTEBELLO) ATB9 3�-, ----- CAU CONTROLLER (16XI8X48) OR APPROVE=D EQUAL. USE 2 PVC CONDUIT WISWEEPS. • NO SCALE c.e. • e r NO SCALE HAW .,zrrsa E-378 9 5- i