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HomeMy WebLinkAbout1393 1410140 GENERAL NOTE � 51DE CURB � � �' O / J 1. All work shall be done in accordance with these plans, the Cit of 11. ' When improv{'ments: are to be placed on native soil MhiCh Consists of a COMSTRUCTION S FOR TE FT TREES LC W P Y d �� E X1ST, FLOW LI#�1E Qi Rancho Cucamonga Standards and the Standard Specifications for Public rocky material, the Sub-grade shall be prepared- by removing all rocks _Q {� J / Works Constr ction - current edition, C(.)ntractor shall be familiar which protrude above the sub-grade and all voids or depressions shall be 1. ALL STt',FI T TREES AR8 � BE PLACIiD IN ACC4Rt�iJCR Wi''I'li CITY Z (} / � p�0 -. _.� P 4 P � STAMaP.xiS 601. _J �f : with and shall be responsible for adherance to these Standards and filled with a fine grade material of a quality better than the native ,�( d ,� I W V - Specifications.ications. - material. r�rr ^� . \` {� W : -'f �rTr w t��:�'•�i/"�C �. - . 4 ' :,,,. .F) i 3�") J ' ► T u �;'b'.7-4 -'��i�5 ai" �5�.._ Sti .T`,}...- ,C_ I r,T g11i�`.,1�._- �i t_r['C�`•T P�. "' Ti`:Vi i9i.zai:nr,'.-"'_-�_ ILI W _ 13 2. All pipelines or substructures of any kind, telephone or power poles. 12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant . ! : 3 �p . . . water asters; valves, .fire hydrants, •etc, shown or not shown. on. theses _ reoistered by the.E.P.A. for use under .A.C. and: P.C.C. shall be 1 Al a � "JA, , i t1? , . , W p C?v + plans within the right-of-way limits or in adjacent areas where uniformly applied at the manufacturer 's recommended rate for the full t�ECaPfTiF7.RaATlaNS OF AN AGROtJ�t,iC Salt-S ttEfYJKT FURNISt1F'n TO T`HF.. improvement Mork is to be done shall be removed , relocated or protected pavement width prior to paving. CITY INSFEC"IC)R, 1400 1400 in place as r=equired at no cost to the City of Rancho Cucamonga. 13. Estimate of quantities is provided by the Enginber only for the 4. NO STRFET TRE$ SHALL BE PLANTED WH>�; THE CENTER OF THE TRt>tirtc IS + Q 3. Any contractor performing work on this pro�ect shall familiarize him- convenience of th@ developer, the contractor shall make his own CLOSER THAN TttREE FSE.T (P ) TO T11F FACE OF CURB, UItdLFSS 0DIFF 'ISB OC N self with the site and shall be solely responsible for any damage to determination of gonstruction quantities before submitting a bid.' Any NOTFI>. to existing facilities resulting directly or Indirectly from his opera- item of work required by these plans which is not specifically listed in 0C �/ tions. whether or not such facilities are shown on these plans. the estimate of quantities shall be considered is included in the other 5. ALL STREET TREES ARK SUBJECT TC1 INSPECTION AND �ACCF:PTANCE BY THE 1410 1410 items of work. CITY ENGINEE=R. OL f 4. A permit steal=l be obtained from the City of Rancho Cucamonga Engineering li. Department prior to any encroachment or construction within City of 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 0 O Rancbd Cucamonga easement or right-of-way. - shall be constructed at each intersection. : 5. All grade stakes shall be set by the Contractor or Engineer. Paving 15 City approval of plans does not relieve the developer from : . stakes shall be set at all hinge points, edge of pavement points responsibiIity .fot! the Correction of error and omission discovered . . . EXIST. f__C5 within 0.01 foot of sub-grade elevation and at not more than 50 foot during construction. Upon request the required plan revisions shall be : intervals. Additional paving stakes may be required by City Engineer promptly submitted t0 the City Engineer for approval. CURS DISCHARGE " t- as needed at harped or vertical curve areas. W STRUCTURE t `=' lfi Work site and exterior streets shall be in a neat, clean, hazard free, h' 'c orderly state, throughout Construction. Site shall be cleaned upon -� �� ? W 6. All sewer, water, electric, gas , phone or Qther utility laterals, request of the inspector. W Q z mains , or crossings shall be constructed prior to paving. p pp W O *o' �' 7. Compaction tests of embankment construction, trench backfill, tom-' 17• Contact UNDERGROUND ALERT 1-800-422-4133 and thi following Utility 1400 j ��� 1400 patting original ground and all sub-grades shall be performed at no Companies as required, 2 working .^ .da s prior to gxcivation. N + N cost to the City of Rancho Cucamonga . A written report with these UJ 04 N N !" compaction tests shall be sub:ritted to the City Engineer for approval O prior to the placement of base materials aid/or surfacing. Q g t N S. At the completion of paving, a r.aterials report shall be submitted to 1`1`10 . �. � � . : Vii✓ . � N �►� 1410 . . tl%e Citf• Et�gis"eet , ' Listing a'll 'tests 'or `eeiteririn'atier.s corpleted to _ . IL N lrP� I verify stability oil content and Gradatiah of Esphalt Paving : 1•- U_ yr O (L O kQ X 9. Prior to instellation of any paving, a mattrials report steal? be : I W_ W �� : submitted to the City Engineer. Listing all tests or determinations Z o d t z X -1 PRO P05ED' EA5T complettd to verify: , sieve antlys'iS and sand equivalent of O O W 51pE CURES /� aggregate Ease . Q DRIVE APPROA N : > �� 10. P wing shal l be perfome.: ir.'acccrd nce »-itti R-Value and Pavement tests : J Q �f� EXIST, FLOW LINE t_..er. to deterThin= stru_tura_ sections (prior to final plan aFFroval). : W� � � 1400 i s 1400 91+00 92+00 93+00 PROFILE SCALE NORIZ. V=4d VERT, 1" = 4, 5TREET FVW 26 TiMT. PRECA5T CONCRETE C�4TCN BASIN CIVR/57Y NO. U52 ) OR APPROVED EQUAL , W17'1-/OUT BO7TONM z 3' Z i' AND W/TH PIPE 5LED6E OUT 5EC7/ON ON EAST NEW COBBLE CURE3 5/0E OF 8AS/N. PRECAS r CATCH BAS/N /5 TO _ I 12' GUTTER PER CITY OF 2 77 BE FURN/SHED W/TN U37-/ TOP CU*PE3 /NLET. THE RANCHO CLICAMONGA 1 _ _ 4TH U52 SECTION/S TO BE SE T LEVEL WITH TyE TOP OF 7 I.r LEVEL UNI! VAOF=5 STD. 307 Z% -- I lip, Box @ EL. /402.2/ t SO THAT THE OVE�PFLOI't/ ELEV. TRE --�- 3.490 70 4.5 -- -- - - - OPEN/NG /S 3" ABOVE THE EX/S TIAIS CURB FLOW L/A/E. - - - - - ' B07TOM OF 2152 SECT/ON /5 TO BE /399. 7/• rHE COLD PLANE 2" MIN. BASIN /5 To BE INSTALLED O/V TOP OF BFT OF Pt X / CRUSHED ROCK. PROVIDE 4 D. I. GR.4V/7Y A•G• OVERLAY REMOVE EXISTING CURB AND -: N COLD PLANE 2" DEPTH OF EX{STING A.C. (VARIES D,eA/N 5TUBOUT W/PWG ON SOU 510E OF CONSTRUCT C08BLE CURD ar W CONSTRUCT A.C. OVERLAY TO MATCH 1 REMOVE EX15T• PAVEMENT CATCH BA5I/1/ O O 4-I GUTTER PER CITY OF RANCHO Ex15TING SURFACE UNDER NEW CURB 8 � tv pin � GUCAMO GA STD. cn ? TYPICAL EAST SIDE CROSS SECTION EXISTING STREET LIGHT EXI5TING STREET LIGHT Q � � - f0 NOS" TO SCALE: (0 In 5TREET LIGHT N ETIWAND STA.. 92t50 + , O 07 15" E N� HIGHLAND AVE. AVENUE ,r:180 _ EXISTING PALM TREE - - RESERVOIR 2-C Z - N I TO BE REL_OGATED r� _F=.H. i __ _ ___ = EXIST POWER MLE PROJECT < DURB OUTLET I I ao DRIVE APPROACH SEE CITY OF SITE w RAIN PER CITY 1 t '- ce 11 RANCHO CUCAMONG►A STD W W III STD. soCn (NODI F1Ep) r 1 i - TJJ _ DWG. Na 30a W I DTH 15 FT, r TIM T F T Tt,,i E X 15 T. 3 TO G �- ,� W ;,i W cn ESTIMATE E 0 QUANTITIES ES Q BLOCK WALL_ - �_ � Z W ; J kb � ��� 4-304. 1 N a � IT DESCRIPTION QUANTITIES UNIT Q �- tZ In Q �: Q W. us 5038. 55 1- o 3 EM Q VICINITY MAP 5 EXIST, POWER POLE G 1U N 2 _ } IL N I Y 1 I V p J J �" Z O f- Q �� Z V d 0 1/4 1/2 3/4 1 _ 4 NlIT1••f STREET LIGHT � p - - I- 2 I Q - _ - o to •Q � p W T. 8. 1 !.P. � z I 1O COBBLE CURB sY GUTTER 2 55 L_.F ~ I 18�� GMP DRAIN PIPE In w (t �- LJ W U -- c� r f- V W m W OC ELEV. 1408. 39 z �, oc D J v (Y }- N I O�� 2 A.C. PAVEMENT 1 4 70 5.F. SCALE IN MILES 8"0 D.I. FROM RESERVOIR � t1 U W ►- Z v o Q Q = V 0 1.- ^ I � 42" INLET TO RESERVOIR = � +- V - REMOVE EXISTING A .C . 1470 5. F. 1788.83` _ �p p Q N �0 Ld W W � W � � � � 695.33 3 PAVEMENT - -� inIz H Z U T_ UN ~) 4 5TREET LIGHT TYPE 58001_. 1 EACH ^I>• 3 a C0� 30" RCP OVERFLOW PIPE FROM RESERVOIR 5 EXISTING PALM TREE RELOCATION ! EAGH X Q N_ w z I + DESCRIPTION OF REVISION CITY lu> 0) Co NEW PALM TREE ADDITION 3 EACH CAt� Alms:©vin (n � o 7 REMOVE EXI5TiNG CURB � C,=EIZ 240 L, F. CITY OF RANCHO CUCAMONGA - �1 J N ? L LEGEND 8 DRIVE APPROACH W= 151 1 EACH PLAN AND PROFILE LIMIT5 OF coBBLE RETURNS ETIWANDA AVE. � W O W � IMPROVEMENT SEG�T OI.1T O of E- pW 9 CURB OUTLET STRUCTURE MODIFIED I EACH w mk PLAN VIEW CITY STANDARD 501 PER DETAILS RESERVOIR 2 - C LiMiTS OF EX15T1 NG PAVEMENT SHEET 2. 0 IL Z _� SCALE I'' = 40' TO f3E REMOVED � REPAVED "m f\,) .` '� STREET IMPROVEMENTS 10 CURB OUTLET DRAINS PER CITY I EACH � ,3+,iS �. ,� NEW PALM TREE (SIZE TO MATCH EXIST. STANDARD 5C* (MODIFIED, APPROVED BY ' ' � a �, --,. _ DATE � y 9 * STREET LIGHT ?St1Sj CITY ENCiINEEFi R.C.E. No.913-2-7 DESIGN RFCOLIk< FNDER �►. �Z13{f f! � �... v CAMP DF;FS�FR � MGKEE INC. �c TO �E INSTALLED PAY SCE PAID FOR AND lE Ci\f1� �O ��' 430 N. Vineyard Avenue, Suite 310 � Of Ck- DRAV+s`N/V F Ontari California 91764 8HCf_T COORDINATED (THROUGH CITY TRAFFIC SECTION) �- (714 86 1 1 OF 2 - R,C. . o.25053 WIN© NO. DR BY OWNER. CHECUKEM - - - EN ��� D TEE4- FiLE NO. PROJECT SHEET NO. 1 OF 2 FINISHED GRADE - VV !APPROXIMATE EL: 14()3.50 3r."o ALHAMBRA NOM TRAFFIC RATED 2 5 @ 31 COVER MODEL. A-12G/B-4, OR EQUAL . .. l MIN. 1 CONTINUOUS COLLAR BOLT DOWN FRAME r ro" D I. CURB DRAIt�I I W/80LT DOWN COVER. 2 5@ 2 _ ti CHRISTY f,J5Z CATCH BASIN3O" Cr FRAME COVER 1' -o" '' GRADE RINGS OR APPROVED EQUAL, CONTR. TO ADJUST -4- 5 DI P.GONJA L 6AFZ5 `4 @ IZ, EW EF GRADE RINGS TO MATCH ACTUAL Va `� ,/ 4 5 9 3" I FIELD ELEVATIONS. I M.H. RUNGS @ 15" SPACING Co'000 Koo, DIA. 5TD. MANHOLE 5ECT1ON5. — RESERVOIR OVERFLOW CURB STRUCTURE 6=0' ROOF PLAN N.T.S. CUTS REMOVE AND DISPOSE OF EXISTING CURBING .304, G/ Al 8" DUCTILE IRON DRAIN ; WITHIN LIMITS 6HOWN IO CONSTRUCT REC -RVOIR .�'�;'�: OVERFLOW CURS STRUCTURE . PIPE IN IN FOREGROUND. 'a CONC. GROUT :o I',', VDA AVE. TRANSMISSION SLOPED TO INV. EL. 1372. 83 � �:c ':. • a MAI N ONE 3-G . TO BE FORN/S HED - E�Fv ! a� DRAIN PIPE 2" SCH. 80 PVC, DRAIN — FLEYC► gLE FLAP VAI-\/ E BY O S UP TO SLEEVE CCIUPI./NG. _ _ L i 2 ± �� PIPE. INVERT 3" ABOVE o .` --EX lST AS6R00 M ONS HARTLEY 9" TOP OF5UMP BOTTOM o. K; CO PLASTIC OR APPROvED EQUAL / CUR BIND I PROTECTION' SLAB. 30 RCP OVERFLOW PIPE OPEN I t�iG CURB D/ HARGE �� - 4; uSl - 9@ 12" EF EW a a . .r 1 _ lDV LRF ,.__OD" FROM , '� BARS -�"� C .I L(2, 1 _ r S7-RUCTOR o ; ; _ ,. __ — — — _ 9'-O''SQ BOTTOM EMBEDMENT 9E5ERv01 R 13 6 cuRB rRANsl1'IoN t— 1 FRAME WITH LxIST. CUR�I NG SLAB INTO BOTTOM ' NT NORTH, 8% MAX. �l._T D O W N SEE DETA,•L -- — — — — — � - TN/S SHEET. P.fp _ _ _� }` SLAB L M ITER CONCRETE SLOPE SOUTH. COVER, Ql-NAME;R4 t1V Ake .�88 l/1I� - - I PtPE TO FORM 4S° "I * A-1252 NEENAN R -(_o4(o( -) HEAVY DUTY OR RESERVOIR DRAIN SUMP A BEND 5D3�. !E 11 I BENDS, ENCASE _ _._ _ I APPROVED IF-4`VAL_ STRUCTURE �12 � IN GONG R ET ETAL[, 42-74. 4?eI ' ' IN EL• I 04 . O ° 45°900 50.24. 36E N.T.S. \_ -I DISCHARGE STRUC. 1 2-OO MAX. - COBBLE CURE5 PER CITY OF W I I FLEXIBLE FLAP VALVE _ CAST PIPE IN WALLOR DRY I RANCHO CUCAMONGA D - _ I I CURB FLOW LINE--\ ( PACK INIINON-SHRINK GROUT I _ I STD• DETAIL 30-7 w 2� lU j 3 - - > _ 2.0 > d I +• 4 DZ GR,4V I TY DRAIN PI PE I' Q 1 ( I 30" RCP RESERVOIR MAx. 21 ' 2` RS• t i i OVERFLOW PIPE — - CONCRETE FILL MAX.2" INV, OUT 1403 - C671 Q �_ o��Y 100 CONNECT OVER>�OGJ PIPE Z �` I SECTION 2 Tb COTE DISCHARGE STRUCTURE /N V. Eil. /40f 00 Q 1 - 50'' DIA . C .I . FRAME WITH n N.T.S. � > BOLT DOWN COVER 2 5@3 > n 4" CURB STRUCTU/QE .ORA/N L/Nt11_1 — -- TOP OF EXISTING 5 c � A � NAMBRA * A - 12 (o2B , 4*r5@3" � 47- L.f. B 0. 4: D 403. 42 W X45"' NEENAH R- Co4(o t OR ETIWANDA CURB BEHIN0)W5 @ �, AT CURB f ELEI� /403. 42 2 4o P FZOV EO ECQUA L 3-O BENDS41L. 10.0 AVENUE _ � FACE PL�TE ALHAMg)ZA FOUMORY — A - 3911 R A�'PROVE EOUAL ('til, 'N _ .•. N PROTECTIO(V &AR DNC V -- ---- FLOW LINE ' . '-11.*vi (V J W _RESERVOIR DRAIN SUMPSTRUCTURE Ex , STIrvG X EL. VARIES, SEE •I SUPPORT BOLTS, ALNAM�RA FOUNDRY Z pP • . SCE DET.�ILS THIS SNT. - STREET CURB PROFILE SHEET I. 's'Q ;� °„ ► VARIES FROM 6 A - 16-72 OR APPROvEU E"QUAL p 4r2 5 W MPPf AE?,-a4 c �UTTE.RIr�1G50" PIC P I ©ti •w,,: TUB OUT PE SPOOR UTURE FOR F �, o L _ W TH STONE - RESERV01 P, OVERFLOW PIPE ^1' C OHNE C TION rO Z C TRA/t,C5M/SS/ON CURB FACE o Q E X I ST I N G C U R B AIN. /NSTA44 TEMPORARf BEND GUTTERING — I NV• E L . 14 0 4 • 0 0 tv N w 13V-00/6,40 FOR TE5T/NG. 4 DUCTILE IRON - — — W / VERTICAL (� N 4089. 50 OI !INSIDE FACE OF SOUTH G2A�/I-TY D�.,aI N CORE CURB FACE @ 45c 4 TO SLIP E>TONE FACE - -w5 @ 12" W/MATCH � in i- - CUTLET PIPE - 0- AIN PIPE THROUGH CUW13 FACE PER CITY OF P-ANCHO LL OF 6 DIA. CONC. $U"P D� Y PACK ANNULAR SPACE W OWLS . CENTERED # o j / CUCAMONGA STD, 0 } NOrJ-c-HRINK GRouT. INVERT OF ( TVP o :;- ,.__.. -� .- DETAIL. 3 0-7 � N � 7 PIPE TO MATCH EXIST!N6 GUTTEF- , _ • INVERT. SEE PLAN FOR APPROX. ,. CONCRETE FILL -y IJ a� 01�" w INVERT ELEVATION EL. 140 3 SO e oc REMOVE/i�MOF EXIST/NGC a ti' �� 40859 ' T RESERVOIR OVERFLOW CURB STRUCTURE ' ° 1 *5912" 7 �Iq GUTTER. AND REPLAC W/T1-,/ 5038 O ZF_X15T. 3' To 6,' o, a b Q TA b,,,,,4• ;,,,�,�,;;, WATER STOP NEW COLE CURB /TIER j �` ��" "'A"- PLAN VIEW 8" 4 1- o" 8" PER CITY 0,= RANCHO AMOiVGA v N4074.50 N.T.S. 4 (T Y P. ) S Tv. DETAIL- 307 TR /S/T/OA/ Q aII E 502%. 92- INS F_ �@ I Z HE/GNT OF CURB//VG D PROVIDE C) ( FACE EAST WA 't SECTION 3 UN/FORM TRANS/T/O/V ROM TOP OF C.B. /NY. EL.13 �o OF CATCH 8,45/,vT TOP OF o' N.T.S. xk. o R W EX/ST/N6 CURB/NG ON BOTH o•;� 3 0\,,o�t 5/DES OF THE CA H - E-- W ' \. ETIWANDA AVE. " 7'0Y?_" GRAVEL ENVELOPE. CUT BACK XISTING d"DUCTILE IRO ARA/N IPE CURB � GUTTER I PLACED AROUND DRAIN PIPE AS REQUIR TO INSTALL ONE WRTICA4 4S'• NQ - �- FLOW LINE AND ONE _�' BEND TD DROP THE PIP TO AAO _ EL. OF / - .8.3 AND ROUTE /T 6 IN£A7H TK _Mpf 5' - O'` RESER✓ OUTLET P/PE AS SMDWN. I/�. 1'ALG ONE I 3'-O" 1'-O" -� HOR/ZD AL 45' BEND TO ALIGN THE ^5E FpR _7PRECAST CO/VCRET CATCH BASIN C//R/STY NO. r Z TH, D .IN SUMP STRUCTURE AS SMOWAI. PtACE U5 p ) O�2 APPROVED UAL , W/ThNOUT 8077-ON! 60 LEAN NCRETE AROUND 8 PIPE TO UNDERSIOE OFEASI 30" P! E AND EXTEND CONCRETE ON .FOOT BEYOND AND W/TH PIPE SLED OUT SEC?/ON ON T _ N• PREC T CATCH AS/ / 7'0 - — S W W S/DE OF 8AS/ DESCRIPTION OF REVISION SIIYR 7-NE "ITS Of THE .?O" PIPE. BE FU�PN/5 NED WIT" 7- / TOP CURB /A//-E7' Ti�,/E � N � � � DATE APPV'D z -w- � 1 U 5 2 SECT/O►N/S TO BE SE LEVEL W/TH THE TOP OF THE T BOX @ EL. /402. 2/ t SOT T THE OVERFLOW EL EV. UTNE � :=' —DRILL PIPE WITH %4" DIA. HOLES CITY OF RANCHO CUCAMONGA �1 OPENING /5 3" ABOVE THEE T/NG CURB FLOW LI/VE. B07TOM OF L/5'2 SECT/ON I -TO BE /399. 7/• THE @ 3" SPACII�IG AMID @ 90� JtiITERVAL. BAS/N /5 TO BE INS TAL LED TOP OF 3 FT OF 8„ 0 1 DRAIN PIPE FROM — i AROUND PIPE PERIMETER. E > RESERVOIR E-C, CORE � t.,, CUCAMONGA COUNTY WATER DISTRICT x /y CRUSHED ROCK. PRO OE 4" D. I. GRAv/TY DRILL OF, BREAK OUT CON- 2" Sr-H. 80 PAIC, DRAIN PIPE WITH � DRA//V STLIBOUT W/PLUC3 0 SOUTH 5/0E OF CRETE TO INSTALL PIPE. END FLUSH WITH INSIDE FACE 3 � RESERVOIR 2 - C NOT PART of WORK CATCH BAs/Iv. GROUT AROUND PIPE OF CONCRETE I P1�PE . DRILL END � - CURB DISCHARGE STRUCTURE IMPROVEMENTS AFTER INSTALLATION Wf CAP WITH 3 / DIA H LE. 960 NON-SHRINK GROUT. IZ/v145 it INV. EL. 1-372 -83t . APPROVED BYDATE _y CITY ENGINEER t R.C.E.R C.E. No. I- 397 ETIWANDA AVENUE PLAN ` .. DESIGN CAMP DRESSER & McKEE INC. RECOMMENDED SCALE l = 30 'SECTION D.M. S, I 430 Nortn vineysr Avenue. Suite 310 -_ N .T.S. DRAWN Ontsr Csttt0rn191764 S H E T W. F. ( 7 s ) 084'- 1 22 OF CHECKED RAINING NOZ1� DRAWING NO. D. R.B. D/ITE // FILE NO. PROJECT SHEET NO. 2 OF 2