Loading...
HomeMy WebLinkAbout1855-D NOTES: T ALL EXPOSED EDGES SHALL BE RDLN:)EO -O A +/? Ili RADI:JS 2 iinE CUPS FACE AT POINTS A ANC: D SHALL BE THE NORMAL CURB FACE OF T-E ADJACENT CURB THE CURE WACE A.T PCINTS B AND C SHAL_ BE THF NCRMAL CURS 445 - _. - -. - FAC_ Of -hE ADJACEN- CURB PLJS I- (S=E APP_ICABLE CATCI- BASIN STANDAR^ P_AN` 3 N =XIS'VG STREETS WERE NO 2AV-VENT PCMCD£-ING IS INDICA-ED. THE ELEVATICN TYP' C2-AR-4000 AC FINISH SURFACE TC PLACED N3 SOCvE; rE Cl.7=R ECCE Or TF= �OGAL DEPRESSIONS SMALL M=E i T-4E FINISHED STREET T-4A', 't SAYS VOt LATER THAN 35 DAYS AFTER ETAS"[ PAVING SURFACE - - - r - TYPE B-AR-4WD AC SASE TO BE PLACED w1T-fIN 444 444 It IN NEW STREETS OR .V EXIST'NG STREETS WHERE PAVEVIEN- REMCDE_NG IS IIJDICAT=D �frSE: NOTE 7 / 72 HOUR; AF7E4 CCNSOLDATION OF 3ACKrlL.. w -E ELEVAT ONS OF :IO.NTS = AND G SHALL RE SE- I;1 HIGHER THAN -"E GU- ER 443 "3 m =LOW LINE ELEVATIONS AT POINTS A AND D. RESPECTIVELY \ 1 3W ( 1/3w 1E GIST < e' 'hEN AC - t 1_"4n,i i T.t' / I2-WN w �T BE C"7 D AVC `i f� �-. THE E-EVATIONS OF POINTS P AND P SPALL BE SET H22 HIGHER -HAN THE GLTTER \ REPLACED 442 442 h� FLOW LINE ELEVATIONS AT PCIN-S B AND C. RESPECTIIrELY _-----:--- --------- ------ ,- �� TAF E_EVA-10k CP POINT S SHALL BE SET H2 H•GHER THAN THE ELEVAT ON AT THE X ��� �. '•� .• 6� x,`/12 \/ �/\\ N n vEARES- GUTTER FLOW L N� \\.��\ \ ` 'c:- \ \\ O M / �� 'I 441 O Q - WHERE THERE I$ NO GO ADJACENT T O THE _OCAL DEPRESSION Tf, 'r 10 35x R-tAT'VE '��j P•' o G"n Z?'�1 ` 3' ♦ O 1•� O06 I.r $ W♦ OF PCIN7 E SHALL 6E SET F3 HIGHER THAN THE ELEVATON A- -HE NEAREST TOE OF CURB COuP�L-ION Mw O ♦ _ M i\!y G c oc Cod'\ 440 V O 440 t �/ O0 O 5 DIMENSIONS :"I Oo e0 o M H 4 LN_ESS OTHERWISE NOTED ON PROJECT PLANS 20% RE.ATYE � ,n;•.o,.�;"'t H NOTED ON TH" PROJEC- °L ANS C*wPACT10N M'N o `i ��" CRJSHED AGGREGATE BASE IN TRENCHES 439 FINISHED SURFACE -•2 NOTED ON THE PROJECT PLANS LLSS ?MAIN 10G IN LENGTH. SE: IMJTz N1 439 FINISHED SURFACE -13 NOTED ON THE PROJECT PLANS \ \\i G 2 FEET \\ \. \.>� 2- ( L6 FEET —� 438 438 M 4 -EET \,�\ �, \� N 5 =EET WD CA-CH BASIN WICTH FOA CNE CATCH BASIN OR DISTANCE BETWEEN•EXTRERJE END \�\ 437 WALLS F"R MULTIPLE CATC1 BASINS \\`�\\, \\�� BEDDING k SHAp;N^ PER UTILITY 437 NOTE: NOTE: THE 'I,ICKNESS OL HE LOCA' DEPRESSION SHALL BE B INCHES \fir\�����j�����\/! INVavED IF NONE REOIIREC * CONTRACTOR TO VERIFY INVERT PRIOR TO CONSTRUCTION 436 * CONTRACTOR TIO VERIFY INVERT PRIOR TO CONSTRUCTION �;/�/\\,�.\/\\��\/ S PER$7ANDAAGGRDWGTLNO.�41 436 -0 S=Q.4691 f NOT:_S_ 5=0.11 !_iL� r.6.011 YAI1---•�r( - -- 435 435 �� �- -4 1 A•I trenches 100' -n length or forger shcn be oockfilted and corsol:do-ed per ' Sections 306-1.3.1 tnru 306-1.3.4 o' the Stondard Specifications. wu434e ( } 2. Soreod Boxes racy be e-rployed for trench pcvinc jogs less thon 500 lin. ft. 434 � � .a a.. � '- 3. AEI foi-ts Stoll be ve-tical butt joints. lop or feothered joints ore not occeptoble. 433 r_ 433 C4 � E 4 _ M E ^� - Urless othe•wlse Instructed by tt•e City Ing neer trench patch sholl be strcight grade W E an W A W E cc-Css w dtn, and shot! not be crownec at Ce^.ter. A a o3 A _ a_ 00 a,co a A QQ S�CTI.ON C-C 432 ''i 0- 8 a a 9 al 432 C4 M a V d g f� f0 5 Prior to D ocement of A C. pavement edge sholl be cut to o c'eor. :,ertico+ and O I'J N v-. 8 Opp O + `' Z pp strolght eoqe with tock cost on fore of ct.t ♦ cV O♦ to Z ♦ O th Z OM m ♦ tC M MW W O r-th W 1* .- W 11 d 6- The entire t•ove'ed Ione. 12' min , snoll t>e ovedayed with 10 min C2-AR-4000 A.0 431 ♦ V m 431 v V m v t •o .slog c sett Pro--iielled Dav'n4; maChine (BARBER GQEEN.SLAW KNOX or ecual) for oil V V 1* t,o!rCheS 500' -n length or longer cum 0"WeR I f---r—�-�- j� 7. Der-amenI AC. PMCh• wnich shot' be orronimum 0-25• th iCk or 0.10• thicker then exisling - whICAIKr 430 Z 430 LL yyypp� CAT(/ ii SP11f5�I �~••'—^---------� I is yr"ten - os aire"cted by the Engineer in the field ilW � I I INSTALL 2.380 m <7.81"> INSTALL 1.728 m <5.6T> - 600 mm <2,C> RCP 450 mm <18°> RCP t_�* r --- ----Y =__� ". , ", �_ =r., �,. HYDRAULIC DATA HYDRAULIC DATA TRENCH REPAIR fail.� f .gs•- �,. � � � NUISANCE FLOW NUISANCE FLOW *� `� :"'et =v'tt"� 35 (PER CITY STD. DWG NO. 120) T— C (SEE SMELT If NTS va«T E PLAN CASE E �! LA TI�AL v v PROFILE SCALES LATERALT" PROFILE SCALES 37 LOCAL DEPRESSION HORIZON. 1:500 HORIZON. 1:500 (PER CITY STD. DWG, NO. 307) VERTICAL 1:100 VERTICAL 1:100 NTS +20 10+00 PLAN 1 SOCALE +20 10+00 PLAN SOCALE i NOTES �, 02 EXISTING PARCEL BOUNDARY PER PARCEL MAP N0. 15781 AND EXISTING RIGHT-OF-WAY O`G`G �FPG `�' `C,`�, CQ`PC,,\�, G'\�Q` ��°��7 36 ® PROPOSED RIGHT-OF-WAY E : ����0���rL'.� ��O `'� x�� rL1`°�\��c,��^�0��rl` J�° y�PQ`Q °� E ❑5 PROPOSED SIDEWALK EASEMENT TO THE CITY OF RANCHO CUCAMONGA g t� pS�o�� �P L� p��pS1 t�pS�e�� i� of L`n� C11- fY M C> I U © EXISTING 30"CML d C STEEL WATER LINE L L L_ — M v fix � i •� ^ 8 2:1 SLOPE,LIMITS OF GRADING 4— Lill � c� to z I E E C: - Z X n n .p t- - 0.152 m I S W E 1� �A (V to V) [n t0 O — A (D W X CONSTRUCTION NOTES N o <0.5'> F I k A W F ,o �� ti W 10 'L�"Lfs I 30 INSTALL MANHOLE NO. 1 WITH OMITTED SHAFT C9 � I O � I I NOSE OF MEDIAN -o I PER CITY STD. DWG.NO.318 R- 0.610 m <2'>E Q ...7 I / 4" N ^ J -y 31 INSTALL 600mm RCP(24"),2000 D / 39 CAUTION EXISTINGI TRAFFIC _ v / 38 ' .�� 3 CONSTRUCT MODIFIED CURB OPENING CATCH BASIN PER CITY OF Y VAU T 4 SIGNAL L / RANCHO CUCAMONGA STD.300(MODIFY'13'TO 2.5')AND DETAIL THIS SHT. I 1.828 m 1.067 m 1.828 m W 20.57 m I REMOVE EXISTING 600mm 24" RCP <6'> <3.5'> <6'> m 33 ! ) .. 0 t EXISTING LAT. "all, 34 CONSTRUCT LOCAL DEPRESSION PER DETAIL THIS SHT. rn INT ,,II'',, 'f' m Q IRTI"t In U 2 LAT. - 10 �0+00 00 PER CITY OF RANCHO CUCAMONGA J 35 REMOVE AND REPLACE EXISTING AC PAVEMENT;TRENCH 0 0.493 / O + c�1 N 6357'25 E�_� EX. LAT " 30 DWG. 1665-D REPAIR PER CITY OF RANCHO CUCAMONGA STD. DWG.NO. 120 0 • o. N PROPOSED 557 m <8.39> 31 3 I /� AND DETAIL THIS SHT. I� ELEVATED MEDIAN \ 35 N 5955•4T E -�-i"/ v�. 36 INSTALL CURB OPENING CATCH BASIN PER CITY STD. MODIFIED CURB OPENING CATCHto -- - --- _ 3.313 m <10.8T> I _ _ _ -� �O DWG.N0.300(W-3.5) Ci N�� 3Q INSTALL LOCAL DEPRESSION PER CITY STD.DWG.NO.307(CASE'E') BASIN AND LOCAL DEPRESSIONr7i z G N IfZ l I 32 34 N T N 7 MODIFIED 6=2.5' R ' /0 4! REMOVE AND REPLACE EXISTING CONCRETE SIDEWALK PER CITY STD. DWG 0 30 �300 ( ) Q 38 2 T A xBB� /OX ( O TRENCH REPAIR PER CITY STD.DWG.NO. 120 NTS 6 �► ip I 39 INSTALL 450mm(18")RCP,2000 D U i 1 _ I � Q LEGEND W 4 \ REMOVE AND REPLACE AC PAVEMENTICONCRETE AREA � \\ I CITY DESCRIPTION OF REVISION DATE APPROVED: w \ I U Q 0 oPoX�h. \ I .� z CITY OF RANCHO CUCAMONGA z 0 U_ STORM DRAIN IMPROVEMENT PLAN = 346 \\\ i W HIGHLAND AVENUE 32 \ W ^ af �, GRAPHIC SCALE a o 0 10 20 30 40 DAY CREEK VILLAGE - PARCEL MAP NO. 155781 EXISTING 24" RCP I I - LATERAL 'A' & DETAILS DRC 2001 -00638 / ROW 2002-01424 IN METERS ) p W 1:500 PPRO NGINEER RCEE OGS > C o DESIGN - RECOM ED a . Tv CITY OF RANCHO CUCAMONGA Ma RSE 17320 R.dhill A» ' S.ite 350B.J.B.LA7�" P,�L & _— __ y voi<. v.V a51 RRa1 --`^ sCMelTlz FAX 09CA 2940516 Z BENCHMARK NUMBER 1638 � - ELEVATION 1297.297 DRAWN SHEET Q W 24 EAS1 OF Z ETIWANDA AVENUE B.J.B. P L N E 5 E N G I N E E R S S U R v E T O R S 9 AND 40' NORTH OF Z BASELINE. SET OF BRASS BENCH DISC IN TOP OF NE END CHECKED 52496 DRAWING NO. W OF 4' x 2' CONCRETE BOX CULVERT E.J.L. RCE NO 1855—D DATA FILE NO __ 11ii— PROJECT SHEET N0. OF 08.dNg "/221103