Loading...
HomeMy WebLinkAbout1845-D BENCH MARK NO. 148-B GENERAL NOTES AT THE N.E.C. HIGHLAND AND STORM DRAIN ETIWANDA AVENUES, 66' N. CL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA PROJECT HIGHLAND AVE., 24' E. OF CL _ _:.. ET NT PLANS STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION, SITE IWANDA AVE. AT THE N.W.C. INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL OF 4'X8' DROP—IN—BOX FOR BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. DRAIN CULVERT, SET STD. BRASS 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, RANCHO ETIWANDA DISK. ELEV. 1432.612 FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ewfm STRE7 ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE THE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NOT COST TO THE CITY OF RANCHO CUCAMONGA. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. I 11 (/Np 4yp�� 4• A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING F •M ! "rr »�_ DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA + ' EASEMENT OR RIGHT-OF-WAY. vj .t I 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT AT ALL HINGE POINTS EDGE OF PAVEMENT POINTS WITHIN O.JO1 FOOT OF SUB-GRADE ELEVATION AND AT NOT S•►A-" ' wp'" � �� '`�� ARE y-,ir490 Rt A'pY •aw MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. � Z • 6. A R WA TRI i"` I`1 i CAN lar ALL SEWER, TER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. . x.a[nr o ro ��,N y Q �� Z —• 1 W 7. COMPACTING TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACK FILL, COMPACTING ORIGINAL GROUND AND &^r~� J � ` �� I 1 - I * t ' ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN �\ i '* {�._. �,` i O REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR '� �_ REtri"'p5i% I' VICINrTY MAP TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. Tri. CAs� �ssFp.�R.v / ,, .Tr ,Tsha �r,3 _.. fYr ,� i . ��� _ NOT TO SCALE 8. AT THE COMPLETION OF PAVING, MATERIAL'S REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING /��"�;� 1 ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STERILITY OIL CONTENT AND GRADATION OF ASPHALT r �, ; �/ . ISHEET 2 PAVING. W 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. -- LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. ` •,� �> i ,,., STORM DRAIN CONSTRUCTION NOTES QUANTITIES k .� SONLNUL 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE ' STRUCTURAL SECTIONS. F ! - -i' _ „- _ ' �_.I i 1 30 CONSTRUCT 72” R.C.P. (D-LOAD AS SHOWN ON PLAN) 596 LF 11. WHEN IMPROVEMENTS ARE TO BE PLACE ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL THE 2 ~ " r''`I v: ? n, F c P' \ _y 31 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY OF RANCHO 1 SUB—GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB—GRADE AND '�, " '^ • ' : I �' 1 W CUCAMONGA STD. PLAN 333 EA THEALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN - - -- - - THE NATIVE MATERIAL. I, i' `� '-' ' -I _ — - _ 32 CONSTRUCT 18" R.C.P. (D—LOAD AS SHOWN ON PLAN) "-� o �, . ., �. < < ,�_ �--_�_ :- 157 LF _ 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE ` ' ;« ;- U 1 „ E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S fr1 I tt1• - ~ 33 CONSTRUCT TEMPORARY 36 CMP CATCH BASIN PER RANCHO RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. "; r C� .f,t�� X, f_ t* ''Y J - - - _ _ - - CUCAMONGA STD. PLAN 311 1 EA 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, Z 1 34 CONSTRUCT TEMPORARY TIMBER BULKHEAD PER DETAIL HEREON 4,a'EAA THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING Z 1 _ A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE r. T _ - ;.d�}V - 'V� 3E " c K ' i 6�'x? Q 35 REMOVE EXISTING 72" RCP f54 LF \1_OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. A tiu A✓��I,-/�Hl E C � � Cf � ~' A`" `"' O J `— 36 CONSTRUCT MANHOLE N0. 4 PER CITY OF RANCHO CUCAMONGA r 14. STREET SIGNS PER CITY OF RANCH CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT EACH �+ STD. PLAN 321 2 EA INTERSECTION. �:' A. �,+ a �L,� PLIEIl W "ri tis,` Tr+Q�j OBJECT MARKERS PER CITY OF RANCHO ' 1 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION W V ~� _ - 1 37 INSTALL TYPICAL _._• r- - - - CUCAMONGA STD. PLAN 130, TYPE L 8 EA OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRES PLAN REVISIONS ` SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL . .'r .. a .� i • ,j 38 CONSTRUCT 18"X27" BROOKS BOX (DWG NO. 761 , NO. 38 16 WORKTHROUGHOUT AND EXTERIOR STREESITTSS SHALL BBEIN A NEAT, CLEAN,CLEANED UPON REQUEST HAZARD FREE, INOPDERLY STATE, js,' �I j , P..`. LL1 DRAIN BOX HEREON) W/STEEL GRATE OR APPROVED EQUAL 2 EA –rw C n ✓. 7 i' s" r .a.. - - - .� CONSTRUCT TEMPORARY 36" CMP 12 LF 17, CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. � ( f J 40 REMOVE EXISTING STORMDRAIN M.H. 1 EA PRIVATE 'S NOTICE TO CONTRACTOR: s r '� "�.�:�t = . = =^ 9 - - m � � � 1 41 CONSTRUCT JUNCTION STRUCTURE N0. 2 PER CITY OF RANCHO UCAMONGA STD. PLAN 331 1 EA THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES /J ` mss "� SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. IN3T�b,LL 24 of R.C•P - 1..OL1D F'E PFZO�{L� THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE: CONTRACTOR, `, ra �` : j I SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE ' 1 f R 46 L.P:� OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER EXI�i'1'IfUG SURVEY MONUMENTAl10N LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. Q�.�P, i I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF FO LAND s CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED �`' " RECORD THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS `� �P CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME -j \v k K SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE 1; t�J 1; F1 'tt. E'-;�X, ___ _-_..__ __.._.__._..__-_ _.. _ __ E� WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE c \ w... -_- -` — — I - DESCRIBED AS FOLLOWS: OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND g�o�K s �pC»�.��'�5 I n�c -- `��� �� PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND , y. FD. 3" BRASS DISK, STMPD. "SO CAL EDISON CO.- 5820 1, MOf�t"fE OAK ArvD - - - - � - - NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER --- 2L-ML PI-87 PER RS 83/67 �► AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY Sip E - >�on,e h+� °t " J, Exp y} _ __- �,.��,,� FD. 3/4 IP do TAG, LS 4132, FLUSH, PER RS 83/67 Q AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF q7 - ,�.-e- Qa � yl �� WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. INDEX NDE MAP p - � ^��� OF CAL n� UNAUTHORIZED CHANGES AND USES ' �I /� /`1t DATED If i�i .MA'RRK WARE - L.S. NO. 5820 THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE PRIOR TO OBTAINING A CONSTRUCTION PERMIT FOR THE PROJECT, A COPY OF THE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE NORTH SOUTH CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. R/W I R/W SURVEYOR FOR EACH MONUMENT SHOWING THE REFERENCES TO BE USED TO 114.50' TO 120.50' ROW —� RESET THE MONUMENT AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDED UNDERGROUND STRUCTURES I TO THE CITY. 5' ® 2� ! PRIOR TO OBTAINING A CERTIFICATE OF COMPLETION FOR THE PROJECT, A COPY OF ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS I 5' 1 5' THE CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE EXISTING GROUND =�-- VARIES 5' MIN — 12' 12'— — 32' — --tom — 8'— r�— — 12 — — 2 SURVEYOR FOR THE RESETTING OF THE EXISTING MONUMENTS AND THE RELATED LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING I ( � COMMUNITY TRAIL I BENCH PERMANENT WITNESS MONUMENTS AFTER COMPLETION OF THE PROJECT SHALL BE WITH UNDERSIGNED OVEMENTS HARMLESS FORT THERETO, AGREES TO ANY DAMAGES RESULTINGAFROMETHE SILITY EXIST NCD TOO HOLD i I I I I PER LMD PLANS PROVIDED TO THE CITY. 1803-L ' UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED AND/OR NOT INDICATED ON THE PUBLIC RECORD EXAMINED, OR LOCATED AT VARIANCE WITH I QqY I -0 2% 2q PUBLIC RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE 2• �/G �� rrr —� N M 3. PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES AND/OR STRUCTURES SHOWN, Mq�,T 2;1 , ,<Yr � � • 1 I 2% M AND ANY OTHER UTILITIES AND/OR STRUCTURES FOUND AT THE CONSTRUCTION SITE. \� - _ IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE --- UTILITIES — ?� UTILITIES AND/OR STRUCTURES INVOLVED BEFORE STARTING WORK. UTILITIES GRADED EXISTING EDGE GRADED SWALE N \ — OF PAVEMENT SWALE FL GENERAL TELEPHONE 1-800-483-3000 PER PLAN A TYPICAL SECTION PER PLAN SOUTHERN CALIFORNIA GAS COMPANY — NTS , �- 1 I N 1-800-427-2200 RES. I 2 6 N. EUCLID AVENUE ��, _ . S G�l��b3 � A t�DED /„C1 TiER/.�,C. r Q-2 " Sfl T. 2 a_ .'G•0,� ✓ ?�a ONTARIO, CA 91762 1-800-427-2000 COMM. � � • �: r,,, CUCAMONGA COUNTY WATER DISTRICT DESCRIPTION OF REVISION DATE .; APPROVED: -.0 HFSTREETw s w s 10440 ASHFORD s � � RANCHO CUCAMONGA, CA 91729 (909) 987-2591 B — B B — B CHARTER COMMUNICATIONS :;, ;"� " ---- ------------ .. - :::.,. .... " ____ _---------_— CITY OF RANCHO CUCAMONGA 6680 VIEW PARK COURT �` 72 RCP i'`y "�:i�` 18 RCP RIVERSIDE, CALIFORNIA 92503 `� 3"X12"XO.D 3"X 1 2X0.D �_.� �,� „ 2X4 XO.D " „ ,� ,�,� 2X4 xo.D RANCHO ETIWANDA CONSTRUCTION DEPARTMENT C/0 STUART KING (909) 343-5165 SPRING LINE /;�� ' 1 ' Y'� 3 X12 " 1 " " 2"X4" SO. CALIF. EDISON COMPANY 3"X12" CUT �, CUT FOR '� 2X4 CUT „ CUT FOR TIGHT FIT FUTURE 72 RCP TIGHT FIT SPRING LINE FOR TIGHT FIT FUTURE 18 RCP7951 TIGHTFFIT OR EAST WILSON AVENUE FONTANA, AREDWOOD233 NUE (800) 655-4555 %�' BY OTHERS 72" ;<, 1 ,�� BY OTHERS 18" STORM DRAIN LINE "A-1" RCP !a RCP i , Underground Service Alert �_. :� ��__________________ .. � �� , r ROFESS�O APPROVED BY: DATE:— �� � ��� � � �������� � �� P��O J -4z tiy� CITY ENGINEER 1 Lh. ,�/ RCE: 2495 Cs3�� TOLL FREE SECTION B B SECTION B B ��� �� ��� Fy DESIGN B7 RECOMME DED o c Q� �o Z AE ALLAAD ENGINEERING e 1800 TEMPORARY TIMBER BULKHEAD FOR 72" RCP TEMPORARY TIMBER BULKHEAD FOR 18" RCP No. 36052 m - °G Exp.6 30 2004 � uJ r_7 DRAWN vmup SHEET Frntene. ['allmrnta gL3'i5 227-2600 NTS NTS s� C ` \� AE W9)356 leu Fax(9MI 3%1795 Ivl � 1 of 2 9T CHECKED DRAWING N0. F � RAYMON� ALLARD R.C.E. 36052 OF \F CAL CITY �-3 • EXPIRES 6/30/04 _ TWO WORKING DAYS BEFORE YOU DIG 3 IM -D Re,ome: w:\DWG\12103\BACKECNr\stc)Rkf'f w\Sr+Eris\wL�.;ON scRv D"N Srn1.DWG Date: April 23, 2003 mi BENCH MARK NO. 148-B AT THE N.E.C. HIGHLAND AND ANDA AV 6 ' ETIWANDA AVENUES, '6 N. CL • EXISTING GROUND HIGHLAND AVE., 24 E. OF CL / _ CONTRACTOR TO -_. _ __ _. _ _ - ® R W : _ _ _.. - __. _ _. __. _ _ _: - ETIWANDA AVE. AT THE N.W.C. VERIFY INVERT ELEVATION �` - _ _ _. _ __-- of 4X8 DROP-IN-BOX FOR - -- - - _ - -- - - - _ _ _ - _ .... DRAINCULVERT, _ + - - _ - - -_ - _ _ - - -_ _ _ -_ - - __- - _ __ - SET STD. BRASS PRIOR TO CONSTRUCTION �. .I DISK. nNtSt# E OF -. .. ..... . - __ _. . - � _ ELEV. 1432 612 PROPOS-__D SWALE ME = r� PROPOSED EDGE ` n OF PAVEMENT PROPOSED f1Nt5HED SURFACE _ - ._ - _ __.. _. _. _ _." . cam, OVER C/L STORM DRAIN 5_8 1720 5.8 �o REMOVE MANHOLE D(SW _ _ - - - - --- - GROUND 717.54 TC ,. 1�O - 'FUT CB - 1, -._... - . - - .. . .....-. .. ... _.. -.. _. . . .........._. .-. --- ----- _.._... _.. - -... -- -- -- -- -- _ _... - _.__. .... _.. - 1717.45) 171, S�'ER h� _ - - -I c �c CONTRACTOR TO 68 eoT .�'' y - - HCL - t REMOVE EX. 72" RCP TO NEXT EP 1715.08 _ - - - -- - ti STREAM/DOWNSTREAM JOINT o Ic o i n -1 -.-.. ..-.. ... ... ... .__ pr .................... -...... - -. -... -....--..._ ...-...---..-.... -_....... --..-.-. ---.---... .........................-..-..._..... -...-._._--..--- ---_-..-... -.-_.... _--....-. .--.........--.... ...- ...-.....--------------------- -. --. .--.---..-...-_.-_.-.-_. __.. --.-__....--. .--..--.-- PAYMENT z o t� S=0.010!�ISTING C-4 ti 1712.68 i 1713.45 1713.43 HGL 1 •y0 -1 `(iHGL � _�_ 1706.10 JOIN EXISTING .�O`°4P _ P. � ,�� --------- ------------ 72 RCP 2 - - t r - - - - - - - _- S--O-00(;1 - - - -_ - _ -_ -_ - - klb�" 1O •1710 1710 (b I tt '� 1 �. t EXIsnFUTURE STORM DRAIN ,5 .P S•�, NG ,11 a K A 1�' f 72" RCP ' EXISTING I BY OTHERS S=0.0061 t '`� t t .A 72 RCP .. _ M CONST. 9. 4 LF w - Q,�,=233. cfs _ - - . . t _-..__ - - - -_ - - _ --. - - r LAS 18 RCP 20 0 o is -... -.. - _ _ - - - S-0.0061 �' -- 1 # ..-: _, - -- _._.. __ .\ - ...._-.- 1 t t * _ II Vioo =8.3 fps W I� - _ - lorki, S= I (S=b.0055)- 1705 1710 \ n � o m --__ _-,\ : S=0.0055---\ W ( 1 I ! m w `r W h a W 4 309.6 cfs ------ a \ R a 4 z 0. a \ / ``' I _ r- � �N a o- V=11.0 fps � - - - _ _..- -- - - -._ - . ......-- ..... --- - -- _.. - - - - - II W M N< m > _ fl Cl m Z BASIN , a_ eR as Z Ki W ` z - 0o +�, W � - rri st m - d ^^ - -_ _ MR V d � ^ II 1 W to N a z CO N Do ,� O UD O� ~ LATERAL (5=4.00'5 ) ' V.• O Q? a'7 via R U CS : �! I O _: - O + r 1 m tpl� Vj Go _ t AL 1 r _ __ m W � O LAT + I , 00 � � O � � ,_ � -,.� ± O Op f b 8 �O g II -- 1700 - --k;` � M 17 - o w o w i 1 I S=4.0100 (s=0_0100 0 co ` '� oo S r` + w �` tv N II II cv ca A--1- C m Q - - + o © o Qr00=293.6 Cfs 298.8 ds °° ...._...... ---- -- - _. - - - . -- ....- _.. -- - - _ z o> o z m 0.w-n3.6 Cfs r i o _. V�ao =10.4 fps .. _ V� 10.fi f o rn C>re) - © o o+ o - - - _ CONST. 70.20 LF -- z _ - w- _ - - - - g - ?� V,m =10.4 fPs _ CONSTRUCT Z a a r- r CONST. W o M 18 RCP 2000-D o o - n z 00 ao a� - o Uj a o N v �',� _ z ��N CONSTRUCT CONS CT 485.71 LF 27.37' PROFILE SCALE 00 o o rn v Pen ++ 0 3.97 LF Q1oo=5.2 cfs o N o I o rn O �c? w 45.29 LF » IIORIZ: 1"= 4�' 17! o g r� c� w 0 + r- " o- o z 72 CP 1250-D 72 RCP 1250-D + + -o + cv 18 RCP V too 13.6 fps + + o R¢ o°Oo 0 +�^ 72 RCP 1250-D ( 309:fi cfs -312 cfs rn g u .-W►� .- o o 2000-D o o o ^ u VERT: 1"= 4' + + o "' °°n � � CONST. w m o- CONSTRUCT = - 00 LF 10+00 �� 11 +00 10+00 _ _-_ 0A0 721 RCP 1 0-D 11 +00 15+00� _ - 14+ Q 13+00 12+00 11 +00 10+00 PLAN SCALE L R32.00 LF CP 1250-D �' I -1733.1 - - ,. _ ORIZ:E I�+�'�` FL GB _♦w FD: 3/4 1� Et TAG, 25 {ice - I LINE I i �' EASEMEN C L IXIST. 72 RCP PER - LS 4132 FLUSH PER CITY DWG. 1435-D f _ _ I - I r FD.; k BRASS DISK--' 4 ' /�6 3 �� "q _ I t ____ I PER RS 83 67 41 _ SHEET O Of t 1 I I _ ._ STIIAPD. SO GAL EDISdN CO. -. --- -- - - _ � I' N II j - - ' _ _ 39 V CL R TO !D N EXISTING DETENTION BASIN - _ _ . I o 2L-ML PI 87, -/,' '. _. __- -----------__ -� BK 0 HERS - _ " - PER RS 83/6 � o '- -_ - �- _ __.. _- _ LLj I i L r- / ti...'I i J J Q s r ... .._.- I� iRZ Z r / € I - - o g O i d Z �+, Z it ti _ r __ J W Q Z U z t i ! - -._ _ _. ... ; _ - 4: _ �o z w >-- > - w - _ _ __ _ _.._. _ . __ FUTLIRF D��J r� �- t� °o U w tRGt1TTER I - ca • g - z .. _ r" I i` I 1 r7 .y II 60 °O L i 1718.1; FL I I g ^ z o w v to N o _ _ - -- - + co +z r EDGE OF PAVEMENT t` o m oo ai my _. _ __ © a, z o _ C E3(1STING - LSI d " O . © W T " w U E'ER CITY DWG. NO. 1803 8 SEWER }.. I o °° Co- 40 � o _ �- 17 8.37 TC _ o + _ _ z ' o � + o + \ � � z rs o � � 0 0 rn 4i + o + Q' � CP LINE A P _ (1715.93 INV.) I oN + tt o �' - -' _ - - ^ + o ITY DWG. 1435 1727.70 FL " ' _ - - - - C) � -. 1716.68 TOP , PROPOSED STREET IMPROVEMENTS ---- - - \ z _-SHEET 1 1 i FL GB R _ y I � PER C1iY "DWG NO. 183€ ---- - - ;- -"._-.- - _ e Ilk - MAX .... .. .,..a, ..$.. . .a-.. .-.. .. .. 2. I O SLOP V - � W ! ! O ARIES 2:1 MAX - 0 - g - __ 30 - - A ...» . - •. 1725.00 TC - _ �.... _..,... ..._.. __._. - - . _.._. - - 00 _ 14+00 w 13+00 __.. --f N89 24 03"W _ �. + 11+00 - I 1724.33 FL - - - _ - O - - - u C-D LuZ a , " 40 EXISTING SWR - _ m u - - 3 i 69 C/L FUTURE Q 15 00 � o� _ .N � - - - - - - - - - - - - - - - s PER CCWD DWG \1�F.0. STORM DRAIN ,1`1-�Q N Q o N 1191 AuT E -- 7 ... - -.�. I - _ _. NO. 001-S10-9 + z \ - - C. }s"yy BY OTHERS - _.._ _...-.... `� to 0 F'0. NE "A-1" _ �_ _ 30 _ .._..., 'r l R .. _ .-: -: -- - a - - - - - -- - Q N89'24'03"W 8 - - _27.37 LF T 34 - --- _ - - ..... v � a - -- 1719 I - - - - - - - - - - - - 1 - - CL WILSON AVENUE - Ix115.03 SECTION LINE , - - - - - - - - I II �3ULKNF,Qp "� TG \1�1 a4 I. EXISTING STREET IMPROVEMENTS w 31 , ( 9+92.37 C/L INT PER CITY DWG N0. 1803 LATERAL A-1-C 38 ' ' '��� IN "A- " - z 32 " w w 38 Q rf� r��y` LINE 1"- " 31 PROPOSED "V" DITCH PER I HGL DAY CREEK BOULEVARD m VIIILSON AVENUE N30'35'57 E '�f R LINE A-1 1 �� , 10+00.00 LAT. A-1-A CITY DWG N0. 1803 70.20 LF W N89'24 03"W 30 ,,, I � LATERAL -A " -';L' a 'n w rn i' a 485.71 LF C> a C ;�w - a �t�. ,} "A-1 w 32 S=0.0250 U ,�,� ,�,J p N 14'42'40"E PROPOSED ti DITCH PER a c6 0' - a '0 62.74 LF CITY DWG N0. 1803 +¢ z OA K LAW N + z �, 1719.8 - _ -_ o� o :`' \ ctx"r-_ - -- U V Ilkp o 11\Z' HGL EP o s G` z � � w � M � Za' Mow ws ELEV = 1717.43 STORM DRAIN CCNNSTRUCTION NOTES P LAC E . . \►rte 4 72"RCP - 1715.81 0+ I WO ` _ _ 46 W �o I o FL HGL 30 CONSTRUCT 72" RCP (D-LOAD AS SHOWN ON PLAN) �f�`°3 AODED LATCP,AL E� �4 -2 ", THIS 5HT. I ^ 1715.82 � ( 32 32 / 1CITY STRUCTURE NO 4 PER CITY F RANCHO " __ _ _ __ 1710! ^ N _ - -- _. - - LAT -- - - _ - - - 31 CUCAMONGA STD. PLAN 333 0 DATE ROVED. CONSTRUCT JUNCTION STRUC DESCRIPTION OF REVISION LAT• IeA•2" - - - - -- - - -- ,A-1-D� - - - " ,� o I 32 CONSTRUCT 18 RCP (D-LOAD AS SHOWN ON PLAN) CURVE TABLE CITY OF RANCHO CUCAMONGA of O^ Q 33 CONSTRUCT TEMPORARY 36" CMP CATCH BASIN PER RANCHO Q D R L T ~j 56 s�� n CUCAMONGA STD. PLAN 311 A 4T0o 54 39.00 32.00 16.96 O Z 11fl p, 2.31 , 34 CONSTRUCT TEMPORARY TIMBER BULKHEAD PER DETAIL � d _i- 28 OS" 45.00' 0.00 •t - AVENUE Q 2 10 7 STORM DRAIN LINE A-1 V 1� rJ� SHOWN ON SHEET 1 p " GRAPHIC SCALE �.._ � �- ��--� STA. 9+69.63 TO STA. 15+70.00 LINE 'B-1' INSTALL 46. 2 � _ L.F 24"R.C.P. LAT s 35 REMOVE EXISTING 72 RCP -' * , ""A-1-13", , , ' , , , ' .. � a c' 36 CONSTRUCT MANHOLE NO. 4 PER CITY OF RANCHO CUCAMONGA � ° � � °0 160 LATERALS A-1-A , A-1-B , A-1-C , A-1-D Iloo I 240 AA-�_A� - moo S=1706.31 INV. -- STD. PLAN 321 -- z zy - 111111 1 RANCHO ETIWANDA w > > • 10+00.00 LAT. 'A-1-A"= ►� 10+00.0037 INSTALL TYPICAL OBJECT MARKERS PER CITY OF RANCHO IN FEET ) APPROVED BY: DATE: "k Underground Service Alert 1700- "' N- " a LAT A-1-D = ,. _ �_,_. F ESS S ►-i 9+92.37 LINE A-1 a a 15+58.00 LINE "A-1" CUCAMONGA STD. PLAN 130, TYPE L -°-'-�� - .k. 1 inch = 4o ft QFtO �0�, CITY ENGINEER �✓- '(� , ���� �� RCE: 4953 FORE Y o Ci 0 0 1700.96 INV 1704.38 INV 38 CONSTRUCT 18"X27" BROOKS BOX (DWG NO. 761, NO. 38 � n `� r r"� �4 ANO J. C=) Calk TOLL FREE W> M > 4z 1 N STALL 24 R R.C. P 17 LDA c�� �� C FZ DESIGN BY RECOMMENDED _ CONST. - . -.._____ - z o z DRAIN BOX ON SHEET 1) W/STEEL GRATE OR APPROVED EQUAL 9� ALLAAD ENGINEERING 1-8W 9.54 IF CONST.--62.74 LF S 0 0100` 59.0 Cfs -_ ___-..._ PER PROFILE o - JR �- 18" RCP 18" RCP 2000-D - -- "' o V100= 17.51 fps 39 CONSTRUCT TEMPORARY 36" CMP Q -- . �° No. 36052 m CH�� lana Surve�tng � Fle" x253 sae,.X.�»e DRAWN Fmtene FJhhmie � SHEET 2000-D 4100=2.4 cfs C)III- o o CONSTRUCT 12.00 L.F. Ex 6 30 2004 ZZ7-Z000 40 REMOVE EXISTING STORMDRAIN M.H. p' �- AE �' 181^ace", ; "� 2 of 2 V100=11.42 fps 36" CMP s P ace 41 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY OF RANCHO �q�c�' CIVIL ` CHECKED RAYMOND �. �uRD�� R.C.E. 36052 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG 11+00 10+00 11+00 10+00 CUCAMONGA STD. PLAN 331 OF FAZDF CITY c,} - Zs . 03 EXPIRES 6/W/04 5_D 1 DATE - - .... M:\DWG\12103\B4CKHONF\S?ORMDRAIN\SHEt'S\WiI SON S70RV DRAIN.SNI[,DWG Date* April 25, 2003 ml