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Home My WebLink About1833 �CS��tPT1� of P'�l Nt o�►1 'fi•'Tt � t7f 4£�� •�� 5 �' � I HKYIIAND AVENUE D of >� �p4s yo`:e,►�,tt>�t� 103 d�NSTRIFET, STRIPING, STORM DRAIN , PROJECT / Q ADD co+asr. NOTE SHT. 2 ov Ise -I_ i �f SITE � � REV. LAT. A-4� A-24; ACD 44*3 f+�li Ar. A- Z4.1 (MP5 2- r2-o3) -`__ 111""" SEWER, WATER, SIGNALIZATION a�ndiL �. k :� �. �� . �_� t �: �_ � �. ... .. � �-s BASE RM Q CITY U _ Y ;,. -. ;.: t e .. "'''� - _.-: � ■wr -: vx`toata PAUfrx �a FLP-- - D, Foon+ru % & MARS NOTE,,';NOTE,,'; DAY G ,. FP0Uout VICINITY MAP Q ALL WORK SHALL BE DONE IN ACC; ��':;f'.Iv�.t Al '�: '-ir `_;E r;_ANS, 'r�L _ OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 1977e EDITION, IN-1 "^"''c 4T_1Z_T &N D 5UB5C0LX_N 1" SUPPLEMENTS OF AMENDMENTS .•ACTOR SHALL3t -AIVIIL LAR FROM CHURCH STREET TO RASE LINE ROAD CONSTRUCTION NOTES and ESTIMATED OUANTMES W11 AND SHALL BE RFSPONSIBLF FOR ADHERENCE -0 'THESE S'�ANDARDS --- __ _-_.- _ ----- .-.-___-._ ____ - ._____ ___ - ___.__ AND SPECIFICATIONS. i,AS 1�1 E ___ � 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER CHtTRCH 3 4 5 ROAD N0. STREET IMPROVEMENTS Utdh QUA POLES WATER METERS VALVES FIRE HYDRANTS ETC. SHOWN OR NOT STREET 1. CONSTRUCT A2-8 CURB dGUTTER PER CITY STD. PLAN 104 4 )0 � SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE \ 2. CONSTRUCT Al-8 CURB PER CITY STD. PLAN 104 . 4 0 ; REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED ATU, I I 3. CONSTRUCT CONCRETE MEANDERING SIDEWALK PER CITY STD. PLAN 103 36 00 - + NO COST TO THE CITY OF RANCHO CUCAMONGA. - �- ! 4. CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PLAN 102 & 103 3- ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE - �_ 5. CONSTRUCT 6" A.C. PAVEMENT OVER 6" AB. MINIMUM l 21 )00 HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY _ DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM �. - _- 6. REMOVE 2"x 4" REDWOOD HEADER AND BARRICADE do JOIN EX. A.C. PAVEMENT L Z7 HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE - -- --- - 7. CONSTRUCT BUS BAY PER CITY STD. PLAN 119 PLANS. DAY CFEK BOt1I_,EVARD \ 7A. ' CONSTRUCTBUS BAY W/ RT. TURN DETAIL PER CITY STD. PLAN 119 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA - PUBLIC WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT - j I I 8. 4NFTAH 16000 LUMENS STREET LIGHT BY SCE P,In 1� Onn14 OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR Q � RIGHT-OF-WAY. (� _ _ Lf. U ( 9 NUN 1 �T�yn n „r�r-Fl * I1A�IZAr tia��n��ri 4 - - - - -} 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER, � 10. INSTALL WOOD BARRICADE PER CITY STD. PIAN 131-A E,1. 4 PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT 11. CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PLAN 300 W do V, PER PLAN E SEE S.D. POINTS WITHIN 0.01 FOOT OF SUBGRADE ELEVATION AND AT NOT MORE / , 12. CONSTRUCT LOCAL DEPRESSION, Vis= PER CITY STD. PLAN 307�GA•d>r E SEE S.D. THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY , CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL_ CURVE AREAS. UTILITY CONTACTS. / 13. CONSTRUCT MEDIAN TAPER PER CITY STD. PLAN 108. L=PER PLAN El 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, INDEX MAP CONSTRUCT CROSS GUTTER PER CITY STD. PLAN (MODIFIED TO FIT 14 / MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. _ _ BUSBAY DIMENSIONS) AS SHOWN ON PLANS. 10 • I 15 PROVIDE 6" DIA. ��^�nr �,!rrur -nnr�Ir�arrc�►-:� SGkf•s•#e!/ Y'„YL pl L. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (626) 969-7911 SCALE: 1 =200' i- _ t I COMPACTING ORIGINAL GROUND AND ALL SUBGRADES SHALL BE PERFORMED ATTN: MR. BOB STALLINGS 16 PROVIDE 2-2" PVC. CONDUIT- SCHEDULE 40 L AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH O3 STREET INDEX STO,pr,� OrPA//V/,rIPiPOt��NlE/✓T5 THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR GENERAL TELEPHONE (800) 483-3000 _ APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR STORM DRAIN INDEX S3 COrt/STTE,yPOiPA�PY Cit�1f'CATC.yB.gS/rt�PE.PSTO.P� ,V / SURFACING. SOUTHERN CALIFORNIA GAS COMPANY 800 427-2200 RES. .NboifiEo vsi/✓G¢ �'/� CO/�./r1ATiNPG4CEOf'J -4,C` ; 7VMirs QUANTITY 9641 SAN BERNARDINO ROAD �800� 427-2000 COMM. 16 I CONSTRUCT 18" RCP (2000--D) L 146 CA 91730 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED RANCHO CUAMONGA, � 2CONSTRUCT 24" RCP (1200-D) ( ) TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED CUCAMONGA BERNA D NWA OR DISTRICT (909) 987-2591 INDEX O F SHEETS ZZ CONSTRUCT 30w RCP (1800-D) 0 COUNTY - - 13 • � CONSTRUCT 36 RCP (1200 D) _ � 7 RANCHO CUCAMONGA CA TO VERIFY STABILITY, OIL CONTENT AND GRADATION OF ASPHALT PAVING. 9641 a i 9 PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE . 91730 24 5. CONSTRUCT 36" RCP (1800-D) 6 SHEET NO. DESCRIPTION SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMCAST (909) 983-9895 w COMPLETED TO VERIFY: R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF ZS CONSTRUCT 36 RCP (2200-D) ONTARIO 1205 PONT, CA951762 Z(v 0 ( ) - ---- -- _ - ---- - ; 1 AGGREGATE BASE. 1 TITLE SHEET CONSTRUCT 42 RCP 1800-D { 1 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R--VALUE AND MARKS CABLEVISION 909 987-6275 2 STREET TY FI CA,L_ C05� �EG'l IDN I Z� CONSTRUCT 1 VW X 8' H R.C.BOX DETAIL SHT. 9 do 14„�r 63 PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS & VERIFIED 10808 FOOTHILL BLVD. #120 �909� 880-0222 3-5 STREET IMPROVEMENT PLAN AND PROFILE LS CONSTRUCT 10'W X 8' H R.C.BOX DETAIL SHT. 14 1 7 PRIOR TO PAVING. RANCHO CUCAMONGA, CA 91730 6-15 STORM DRAIN IMPROVEMENT PLANS CONSTRUCT 9' W X 8' H R.C.BOX DETAIL SHT. 14 49 11 WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS METROPOLITAN WATER DISTRICT (909) 593-7474 3p CONSTRUCT 12'-4"' W X 8' H R.C.BOX DETAIL SHT. 14 OF ROCKY MATERIAL, THE SUBGRADE SHALL BE PREPARED BY REMOVING 700 N. MORENO AVENUE (909) 880-0222 - -+ - ALL ROCKS WHICH PROTRUDE ABOVE THE SUBGRADE AND ALL VOIDS OR LA VERNE, CA 91750 31 CONSTRUCT MANHOLE #1 PER CITY STD. PLN 318 DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN 307 CASE "E" BETTER THAN THE NATIVE MATERIAL M><eG• CONSTRUCT JUNCTION STRUCTURE #3 PER CITY STD. 332 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUBGRADE, A SOILS 34 5. CONSTRUCT JUNCTION STRUCTURE 11 PER CITY STD. 330 STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. H - - - - - - - -- ----- - SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED CONSTRUCTION _ NOTES FOR STREET TREES "df4o �L,L"o' �t►�I �� CONSTRUCT TRANSITION STRUCTURE NO. 1 RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. _ C1oq ) CONSTRUCT TRANSITION STRUCTURE NO. 2 - ,3. 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STD. PLANS. f•oL' �" 1j� CONSTRUCT TEMPORARY INLET PER DETAIL ON SHEET 9 ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN 2 PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT �` ' `'`' vi{i �yO ;' CONSTRUCT MANHOLE #2 PER CITY STD. PLAN 319 { DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. �r a ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR CONSTRUCT MANHOLE 3 PER CITY STD. PLAN 320 NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS. AS ~ +� "`V - - ---- - - --- - - --- a 4 LISTED IN THE ESTIMATE OF QUANTITIES SHALL. BE CONSIDERED AS INCLUDED f�t '3 i' - CONSTRUCT CURB OPENING CATCH BASIN PER STD. PLAN 300 W do V PER PLN IN THE OTHER ITEMS OF WORK. DETERMINED BY THE CITY INSPECTOR. ; 4_4 / GONSU�T�R1�`S #�� SNE�T 2 _ trOR D�C7pl'f1ONAl. G61--410 fiidN. 0- 9A7 14 STREET SIGNS PER C1 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THETY OF RANCHO CUCAMONGA STANDARD NUMBER 401 7V• / ,pE✓/SE u �eE�uie�t/S >=�r,5 ,� ¢ ,r►3 dl�� ENGINEERING DIVISION, ! 173z,o Vf_V41LL A��/'F,NUF , JVI-rC- 3510 ¢ , SHALL BE CONSTRUCTED AT EACH INTERSECTION CHR 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. �=� 'J , -� hYl u� G�, °�� IQN Q j ,P l//SE 97n�`'/��-4/r✓OSS/S/� 15 CITY APPROVAL OF PLANS DOES NOT REL IEVE THE DFVEL OPER FROM ' 5 014-! - io 7/02-� PF SPONSIRIL ITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED M-M 4. 1. 9?FW_ e►u Q v co r R ca 1 ";t 4^ afar �)..R�Nv , r)Nr�P1 f-710N. UPON REOLEST THE 'E Ol1iF�E :) F'L�,Iv' �'Eb'IS!ON�, / - /0-13 FIs -�� G-s-o2 G c�4Al_t gF onOMF'ILY SL'F1M'T(ED TO THE CITY FNrIrdE F R r-OP APnROVAL / I coh n ADD C.NP CATC/1,6,4 H T 6 11It(rI3 t � DESCRIF'1 ON Jr Rt-vISIUN DAl E AM/ROVED:,g, WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HA7ARD PRIVATE ENGINEERS NOTICE TO CONTRACTOR: VICTORIA PAR � ..IjANE FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE _. _ _ _ - CLEANED UPON REQUEST OF THE INSPECTOR. µ A� . CITY O F RANCHO CUCAMONGA CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS - c 17 THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: rt 4 No 3397? ?' SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THAT THIS REQUIREMENT SHALL APPLY CON'rtNUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT - x �' THE ROADWAY HAVE BEEN INSTALLED, ALL ONSITE IMPROVEMENTS INCLUDING THE CONTRACTOR SHALL DEFEND, INE>�1 fmFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY *^ FxE, ^6 30 0 * IMPROVEMENT PLAN COVER SHEET ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. (� vq,r v11- Q AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 12 t I 3 4 ,LL \ p, ,`c COMMUNITY FACILITIES DISTRICT 01-01 SATISFACTION OF THE CITY ENGINEER, THE EXISTENCE AND LOCATION Of ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAR ABLF RECORDS. TO THE BEST OF OUR KNOWL FDGF THERE ARE NO EXISTING EXISTING SURVEY M O N U M F N T A T I O N DAY CREEK BOULEVARD UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY - ---- � MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD THAT APPROVED BY: DATE:` f3 PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST CITY ENGINEER RCE: 249_3 IN THE FIELD ARE SHOWN ON THIS PLANS AND ARE DESCRIBED AS FOLLOWS BENCHMARK - UESIGr. r. CONTRACTOR SHALL VERIFY ALL CONE1t'rIONS A" DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE "NONE" NO. 10052 ELEV. 1328.180 MFO SR 001' TANTS, W. ENGINEER PRIOR TO THE COMMFW.EMENT OF WORK. SET 2" BRASS DISK IN CONC. CURB STAMPED ENGINEERING•LAND PUNNING•LAND SURVEYING .` "CITY OF RANCHO CUCAMONGA BM 10052 1987" Uf�PN''• 32. G ' ^ R;°' s sect E DATED_ �_. _._. ': ... SA"t74 C.,e a. CR 'FORN'O. 911 355 WILL IAM n r AT NORTHEAST CORNER OF BASELINE AND ROCHESTERMT Rhee (66,) 257 6570 Fax (66t) 257-65771 OF 15 AVENUE, 53 FT. NORTH OF EXISTING CENTERLINE OF BASELINE AND 20 FT. EAST OF EXISTING CENTERLINE "'�'" " �•� 33922 U'AWlNU NU OF ROCHESTER AVENUE. WAM goal_R.G.E. No _ _.. DATE - 6#0aR_ - RLENO /8,33_ PROJECT SHEET NO. OF WEST R/W 145' MIN. do VARIES EAST R/W WEST R/W 135' TO 164' AND VARIES EAST R/W 63'TO 74' do VARIES CA 72' TO 83' & VARIES 63' TO 77' CA 72' TO 87' 16' do VAR. 47' TO 58' 47' TO 58' 25' do VAR. , 47' TO 61' 47' TO 62' VAR. l ► - ►► : 1 VAR. 16 AND VAR. WIDENS 0 BUSWAY WIDENS 0 RT. TURN LANE 25 AND VAR. 4'MIN. WIDENS 0 RT. TURN LANE WIDENS 0 BUS BAY 1 - ►'� �`� l 4'MIN. GRADE LINE AS 4' 8' ► VARIES VAR. 6'MAX. VAR. _ x GRADE LINE AS VARIES VAR. • -- VAR. 6 4'MIN. GRADE LINE AS 3 4 N a 4' MIN. 10 4 MIN 6 MAX. X , 1' � - - ► - ►! `1 EXISTING - 6 MIN, 4 MIN. 10 4 MINI _ EXISTING 6'MAX. SHOWN IN PROFILE o SHOWN IN PROFILE 11'MAX. H I �, Q A LIN AS 11'MAX f' ' PROFILE SHOWN IN PROFILE ►'� 14 VAR. GROUND 6'M AX. 11'MAX. 11'MAX GROUND �2 7 43 TO 0.73' ; 0.53' 4 FT �P 0.25 0.63'- 0. 0.83 ' 0.43 TO , 0.43 TO q I' 1/4"/F7 0.65' LEVEL - LINE 0.65' 1/ / 1/4' - _ 0.73' 1/4 /F_i i7 . I NTE21 M SL�P� NL Y /� LEVEL 2.0°� _ LINE Ir!'fG'er M SLOPE - - 0°! 2.09;, T I ,� �T DNL Y _ __e__ _ __.----�-_---- _ __ -� EXISTING _ EXISTING MEANDERING MEANDERING GROl1ND �P 2 �w , MEANDERING GROUND 6w N. O �� I Alm,1 Q -6. MEANDERING" 0 " M GRADE� OO ,1 I � CL GRADE O T.1. = 9.0 R = 72* T.I. = 9.0, R = 72* TYPICAL. SEGTIO.N TYPICAL LS SECTION I_Q N STA. 82+ 02.23 TO STA. 84+55.33 _- _ _ & STA. 97+ 11 .33 TO STA.98+62.33 STA. 101 +88.00 TO STA. 104+38.25 1"' ;CAL F NOT 70 Sr kF 0 NOTES To 1 N ;Fec-rOFZ� ' CONSrRI-R-L--mom Nm-r-_ ccx-4-r I N u�Q U C-6m T?Ac-rO rZ- 54A L-1- '=i EL.D L_OCAJ-� Al I F v m f::,N i:--- r---r 1 p. 5TRF-6r !(YcFR0vF-M0Qt.5 LfT(LITI CS Wl lt4 I^J ?RO?E:C-T wttq (TS '['+iAT 1--. 9"ovE /sl xr5' Mµ APRON,, PrDJvsT M# Ta (�'eApr- WEST R/W EAST R/W Atze jyC� `1� �QGC�' � �[1"r}+ 7�/�j l QJ. C,01Y5-r/2Uc.T 41-6 G U,e 5 E G v7rEe PEe c 17Y 57Z-'>. /04 135' MIN. do VAR. �.aS1�-CIT D2��n/ /Nla✓ M�t/tS STa jZM 63' TO 74' do VAR. CSL 72' TO 83' do VAR. 4 (. CONST. /'w ,r fl C rJox , D� i�- SHEETS 9 t /, Jnr,-E/} l ► ► _ 4.2. COWSr. Pz rr(- PEe DE7A�L ov S//� 9 of/v, C Nu,9cN 57ZEE7 - l z !�1!o F�'?� (?�-1�/,�►Y �4T 'T�E SO�WC�T GOIeNE� Q3. CAWS7 /AIL&-T trtec.�77�QE Pc--g Re7fii/- syr - 8 VAR. 16' do VAR. _ _ 47' TO 58'RN __ 47' TO 58' __ 25' do VAR. -1 Dr- DAX GjZS�� )CN M Q 116#S E 1--114 E �$ NQ7-' 'fET 4¢ �o,vs i- .Tv�✓G770/v .5�x��A? PEx c'✓7`r' S� 331 4'MIN. WIDENS 0 RT. TURN LANE WIDENS 0 BUSBAY ac RT. TURN LANE VAR. VAR. VAR. GRADE LINE AS GRADE LINE AS ! �C.(QUIjZ�T.�.' -}tE 1DIZ lS ?a (��p1�J,4 4s GONsr, ourLE,- sra�cav2c �E.2�ET�h'� s �T /3 6'MAX. ! 6 4 MIN. 14 4 MIN. 10 4'MIN. "! SHOWN IN PROFILE SHOWN IN PROFILE l' EXISTING 4(c. ConrsT_ Z-4" nif!_ ,eGP Z j_ p� - _EXISTING 6 MA:X. 7. 7, i 11'MAX. 11'MAX - _L ► - N GROUND Aej � feoceeD Y11(11+ C3f�1eA;T)0N5 0075 IDI- -r � GROUND 2. 0.53' VAR. 0.53' �' �� Gon/S7- IN,4-e7 57��.tTv�2C �E72 DETrSVL SffEC--T/3 Mq 7 1/4w/FT TO 0 65' LEVEL ** LINE TO 0.65' 1/4w/� �P� I I NtFlclnn 5LO 11 �TZC) }�Ep-p e-5 UAJ-R L �W�1TT�� S ( is �S. roN5T- :50 T�1,4 ,eC-P CI&00-D) bN LY111111 �2.0� / 2.09 I •r 9 q d YE /S 71,V& O u7-L _ T��c� GIT . IN?'�K/M SLOPE 1 -�• J i� 7Z,�1/ /77d�c/ S c7U2' ,(� �/ ��[J /�, (\��I)�/} , w w t ,� �� CC�'TiPCICT TiP/PNS�T/O�t/STie�/CTU�E moo. 3 d!'F 7 6w- ---1 �w �I, / '- �I ,( , w -I - 3 'T�-4E 'F� NAl- rLI�T D• l D� Ac- PA vee cm-r F/e�,e /Nt zrcwn�cT 1M�Ro��rv�c,�TS 03 MEANDERING G"� O ` `K ,I F �n MEANDERING SS. x/&" /39-0a< ,B ,pox .SIO. /Nsrkc -/'xt En 49-48 /Nc q Evens �osu e Pry 'DVD/.Y S (!o s7• /Nsr��L 2�� sc��c -¢c> P✓c� T.I. = 9.0, R = 72* 1 C �N 5 T !�. U G T I O N NOTE 5 s8 5.5 pyo- P/Pc Pie 4 S o r- .sPEU�ic.fno^!S N o. 3 5 2 eo�vsleuc eo�viceETE co«.ae PF.e SrO. P�AN 1329 TYPICAL SECTION �wsri�Y� -- ��+ __-__ 7 54 GONSTT2UGT M�1NHo1-E No PSR CITY STP. DWG. No. 321 CONStRUClI 01 S S A. 84+ t)5.33 10 SIA, 95+97.43 CONSTRUCT A2-8 CURB at GUTTER PER CITY STD. PLAN 104 O2 CONSTRUCT Al-8 CURB PER CITY STD. PLAN 104 � O CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PLAN 103 e ��1 I �, lnur-TnnT ♦nnrnrn r, .. _ O CONSTRUCT 6" A.C. PAVEMENT OVER 6' AGGREGATE BASE MINIMUM GRa A¢ as ndca.ysat-y �o WEST R/W EAST R/W J of n 2x(S+I A9 dp-oun8 CL+ lT - * PRELIMINARY, FINAL R-VALUES TO BE DETERMINED BY SOILS ENGINEER AT COMPLETION OF STREET GRADING 146' WF51-C(ZLI f 1&1;#'.WAY GOND1770AI **8" CF. ELEVATION SHOWN ON PLAN DENOTES, FLOWLINE OR FIN. SURFACE 1, 63' CSL 83' - 1, � -A 80)+•5C) 00 4c-) ELEVATIONS VAR. 16' 47' do VARIES 47' TO 62' 25' 'MAX i- WIDENS 0 RT. TURN LANE 6'MAX. VAR. VAR. VAR. NTS 1 6' 4'MIN. GRADE LINE AS 14' & GRADE LINE AS 4' MIN. _ 10' _ 4'j-tMIN.! ►'� SHOWN IN PROFILE VAR. SHOWN IN PROFILE 11'MAX. - EXISTING EXISTING 6 MAX. ll'MAX - 0.53' 7 to 7 to 0.53 0.43 TO N GROUND GROUND 0.43 TO 0.43' 12�• !- - 10- r TO 0.47, 0.73 y P . Qf 1/4"/FT To 0-51' LEVEL _ 1 LINE 1/4*/Fl Q ADD co"ST2ucT+oN NOTE S4 (Mvs Z-+2 -o3) qt?/03 dRy Q i _2.0% T % 2.07. INTEQIM SLD F NIS ��" - X0/07 4Z 6 N LY ** _____----J- i N'rC R 1 M 5 L-nPE oN LY Q A00 cowsrep ' rro'v 'A107-6-'51�'S2 Z jll�0 IQ N 6" --� �� ►cw /� �_� �jw �0.q(� �Q � �.�/ sC.G O(✓�1 /(� Q f�Of✓5 �e�� 104- 6011 dl_. �L d lIO+,S t01^$�fCQf�-IyQ� - OZ V (D �1 3 MEANDERING DE SCRI � t �3 MEANDERING ��,� � CO O I � '. .JN �F REVISION DATE An�RUVE D: c> �GR ADE �1 CITY OF RANCHO CUCAMONGA T.1. = 9.0 , R= 72* }' STREET SECTIONS © 3 = No 33922 7 T YP_I�; A LS.FC.TI ON - 2 �* Exp E 30- c2 *' COMMUNITIES FACILITIES DISTRICT 01-01 - . S?A,98-462.33 TO STA. 101 +88.00 DAY CREEK BOULEVARD qr N(-- Cal F A,1 APPROVED BY: - DATE. o P4_ 1 CITY ENGINEER RCE: 249L)3 ENCMMARK - - "L.AE A. N DIAL TOLL FREE NO. 10052 ELEV. 1328.180 MFo SH GGtJ�ULTAfJTS, . SET 2" BRASS DISK IN CONC. CURB STAMPED s EwcIN[E RING - AND PLANNING-LAND SURVE YIN',; 1 - 8Q0- 422- 4133 "CITY OF RANCHO CUCAMONGA BM 10052 1987' DRAWN -- 5 R,E ^^" � AJ. "'F - ,"E r , xt," . -ANT CI.A RITA, CAI ItoRN',A 91;5` AT NORTHEAST CORNER OF BASELINE AND ROCHESTER Phone (66, 257 6570 AT LEAST TWO DAYS AVENUE, 53 FT. NORTH OF EXISTING CENTERLINE OF MT x (661) 257-6571 ` of 15 BEFORE YOU DIG BASELINE AND 20 F1. EAST OF EXISTING CENTERLINE HL'-Kr: _ 33922rkAvl.iNL, h,; UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA OF ROCHESTER AVENUE. WAM DATE �1r - FFILE. No --_ /, ILE NO PROJECT SHEET NO. Z--OF- 64- 30.67' 30.67' o.c. - o.c. r 30. 19' 30.67' L INE WEST SIDE 54.02' Ri TOP OF CURB GRADE 1272 B E N C H M A R K - 0.C. 55.73' m v ^ N LINE WEST SIDE NO. 10052 ELEV. 1328.180 V ^ °j _ T6P OF CURB GRADE o.c. _ o, I0 + 1.00 o b SET 2" BRASS DISK IN CONC. CURB STAMPED m O b b LIVE WEST SIDE I A A/4 0� 0� �� v W o O 1268 "CITY OF RANCHO CUCAMONGA BM 10052 1987" h O O V N °� h co h + N QZ co O cp ^m b'� W ^ o N + ''� ^ +1.00 m 14Z), o er ►� + °jm + �o ni o 0 0 `�' b % b + cb O ^ `° �o b� O AT NORTHEAST CORNER OF BASELINE AND ROCHESTER b b N N N ^ I ^ AVENUE, 53 FT. NORTH OF EXISTING CENTERLINE OF �., ^ ^ m b 1 b + 1.00 �' w �4 �u v �O BASELINE AND 20 FT. EAST OF EXISTING CENTERLINE / / / AVENUE. p "_/4 p L1j 4 b b 40.c.0' 4031' 40.C. + N + c + o h Ilk 125 8 ,4 N o V 54.98' 4.98' { co ►� + h W I b OOm � ^ I 06 N o,q �� TOP 1272 ! 1260 - �.�► - - - - _ cy - _ + ^! -_ + '` GRADELlNE WEST S/DF_ - - - - - - - - - - _ _ }} _ _ _ _ _ j - . _ _ _ + 1.00 �' o Q 1268 _ FUT. GRADE ® CL. N 1.00 o� b O of + o^r ` 01 Q';(3 rn c 1274 j 0I. CW 1262 rpn { GRADE ® - � - 12 70 +' +N N' - _ - 00 GRADE' L/NE N O N Z N, N ATt1L - - � O - _ - _ 1258 1* ~� ? EXIST/NG GROUND A T I _ 0 0 0 Z 1 , 1 h � � ? ~ +1.00 .�' _ o N QN;00 t� o, b ^ N I v v � � it +I m% °� - _ TOP OF MEDOI N CURB �' I i Z i (o ILA- �+ oo ao 0 0 12 6 2 �'�.. LINE (EAST SIDEy (� 12 7 2 I o _........ va I 1258 __ 1268 I ^�'o o N +1.0o x ; - AIL 'B' o N v + `O I NOT TO SCALE ai N 1262 .� � � ti � � I , - - - - - - - - 7' 30.67' J ; - - - 1258 0.� I I 54.98 4.98 i j � I V I TOP OF FUTURE CURB GRADE ,,f 54.D2' v Ci V m , o of O co O N LINE EAST SIDE o.c. v m L4 W ? �o ^ ^ �� ON i 55.93' V Ci V W o� et Vi N h ^ N b + �! i� ►.� b TOP OF CURB GRADE % z I 1 1 i �o �o c� b �'f co � J i - _ . - - ao - _ -. _ - - b to . - - - T SIDE a - - _ . . . . . - -- + N cV N N^ LAVE F N +1.00-x 126 8 a Z 1 p O D A/4 F ; 10 o 0 0 © �'o We � � ^ � ` � ^ �o +1.00 X p p p p/ / /4 / / Q h.b co b `r' co cV N `V � 4 4 4 4 1262 + N " � ry `Lj cq ^ ^ ^ ^ +1.00 90 A/4 p p j p A/4 p 4 Full L� , 4 4 , 1258 I I ®�ft,orl 4' X 41 Vain+ ©Sn7+a 1 2 u V/0L, s�1►�4014. 40 PVC_ 1 ®�,s+„L�t ) 4" ,(3) l+►h" i-(' )2.t 5c1+ 40 � PROFILE SCALE par m +h ,4pp a*,oT,X r o F the- _ I i �ca•6wt S HORIZ. 1" 40' VERT1" 8, 80 81 82 83 84 85 86 87 88 89 90 CONSTRUCTION NOTES J U � U � U -J � GDIU�rIKUCT w,hL_K �kN.r� lZaMp � _ _ cn C3 o a � o �, CHURCH STREET �F�" ��- o^� NATIv� _ ..,,_ m m 1Q CONSTRUCT A2-8 CURB & GUTTER PER CITY STD. PLAN 104 to co ED CD � `� E DWG N0 SHT 5 OF 10) N N N N N N N . ._^ FUT. » » (2) CONSTRUCT A1-8 CURB PER CITY STD. PLAN 104 (SEE f U T. G S T• � n`` �n o (3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PLAN 103 106_ ' 1 i 1 6d� re z r- pL,� I ® CONSTRUCT ACCESS RAMP PER CITY OF R.C. PIAN 102 do 103 i 521 54 1 4. t % I ! 0' __ 30 14' scALE- T - 40" 5 CONSTRUCTA.C. PAVEMENT OVER 6 AB. MINIMUM It 11:m 1' ' 42' �'-� 32 I i 12�Ilf - I- 12' 5Y' S' 7A CONSTRUCT BUS BAY W/ RT. TURN DETAIL, L=275' PER CITY STD. PLAN 119 r / CONST. STREET IMPROVEMENTS w 18_h 18;� �__� - R ; _ 40' zo' o 10- 20' 40' r g ttd-� !-! 16,000 LUMENS STREET LIGHT BY SCE SEE NOTE Z rT U -j U J U, __j �" e" �.LIIMMR y�anrii f� I MALT !1r ir, " ,a_ N N _j PER TYP. SECTION ON SHEET 2 o U m ; I 00 ♦} ,� r- o oI { vi + +(14 d vi U I r v r o� to rn 00' .n o 10 INSTALL WOOD BARRICADE PER CITY STD. PLAN 131-A C14 C14 co V r; co r; ca r` co r� - SEE NOTE �C +- �o r►,v DETAIL 'A' , w o !�, N C4 v s�� 5,a o�� P��>\► 4 N Z Tn., TorT ri��n �Rr►rlAir r�Trx.:.�►I r.,� (o�o� N N J - - ' } �j o ci II�3 # cp U` - v Q j - a' o IN N +�l m 1� s . f�0 DQ- .� NOT TO SCALE �o + v 12 CONSTRUCT LOCAL DEPRESSION, CASE ',FC' PER CITY STD. PLAN 307 GASG ' _ + + + m DETA C �' f 4ualk wry rn - SEE NOTE * / v 0000 n 1� - - -E' °� �' V _ N ^ � 2 �' 13 CONSTRUCT MEDIAN TAPER PER CITY STD. PLAN 108 L= PER PLAN o �+ °° o 06ECN SEE N E �1c °j � 1 N ° co rn q� i _ \ ^ NOT TO SCALE co w D CrGAJC V o0 30 + co p to i ' E.C.R , v p + m i `t w y 14 CROSS GUTTER PER CITY STD. PLAN 106 -A R. 4 ,,�m c° U + TFC. N0.16312RY. 10 3 ao4 /` `� , r. _ ''� Q + W � � x � � r � �� _ B O U L Ems^�`U � 3 Q �,ONSTRUCT ODIFIED TO FIT BUS BAY DIMENSIONS AS SHOWN) o W ;, 1261.02 l ' L......`,cd� v _ l - _ �--- -- - SC H. 40 PV L i 1- i 1 " 91=Q [1Rr �I �T 7 li^JWrc•c• n .0n" s ! 1 5 PROVIDE 6 DIA. s J 1260.41 \ °0.L 1.-.- ,� �.. oo �. '"' _1, ... co- L -. `O �. -d _l._ - .� �... >�. o P! E.G. NDUiI SCHEDULE 40 ____ PI E.G. ! o ; - -- X. P.iv1. W - 16 PROVIDE 2-2 PV CO C 1 - - b 1 1262.63 - - - -- +^ <44 1 \ 1 1261. 14 _ 0 8`cF 1263.04 1263.45 - 1 EGP30 1266.39 10 12 7.89 1268.,V _ _ E _ LEG 1�ID 1259.82 1259.91 F S 8 CF - m rn m 1265.55 8 CF - CF 1269.89 �, 1266.04 1266. 17 �r \ / ^ co' C L S.D. 8 CF ,,, M v 8`CF o 15 8 Cf 1268.79 8 CF '� 16000 LUMEN STREET LIGHT >..1 B.CF 8`C' '� �+ _�. �; - --- - + - _ - � � _ -_ _ - - - °° - - - - - 8`CF 15 FS o Q)L 1261.76 M m Z F.S. 'UT - + 163 00 1266.00 _ _. 1261.01 - - - - 00 1265.66 - - -_ 16 - 0 1262.49 m X265.00 0`t0 8`CF A 8 CF F.S. -- . O liF _-..� -_ -_-.__-__- _ '' 1-28'43- W � 8 CF -----•4 --- - T ►� O1 28 43 W RE✓/3ECt,�B.PEIt�.Pr✓Q.eAOES-M 8 CF �+ A 1 -#-r ' ��_---� _ _ - - - - - -� ___ - - - '� - -_-_--_�_ +---- - _ r� Q. r _< - - _ r..�. - -- -- - a r.C> n , �UnhQG Gono{ �,,Ot¢.> r�J tis b's / Lit 1260 92 -- - - --� --7 1 - - -- • •L STR�ET � T }- - r L 2 2 26 . 8 / 1270.99 aAd S y - v - - P W TO D E. _ -----�---- O j /' o FS � � s►sa" �� on/el+Q.r const notGS� o.-F-a :.o�t1q^ - - }- 1262.80 , F.S. F- _ 82+04.23 -1262 ^ `t F.L. 0 a 1265.55 ^; --- _ W - DST E r } - + 126220 1262.61 1263.02 5 - ----- - 1 65.95 f 1266.32 50 / t fn DESCRIPTION OF REVISION APPROVED -- 1 61 1269.89 X EC. 8 f w - F� - _ co _ 1266.17 tr ] -- SS 1 / 12.60.28 1261. 11_ 1261.31 1 _ T 7A f 8 CF 1 8`CF CITY OF RANCHO CUCAMONGA � 12p59 7 I26 - /- 50 1 N _ - -- _ -- - STREET 11i"PROVEWNITS - PLAN AND PROFILE i - X. P.M. P//W ! SEE NOTE --- --� -- �7. - � �� _ E t-`- - =s DAY CREEK EOULEVRD N A a 3 �fR. N0 a� 3 BDRY• t �, �, o �, o o W COMMUNITY FACILITIES DISTRICT 01-01 iLL_ ry N to tor- � r- STA. 80+00.00 TO STA. 90+10.00 o Li '� �r SEE NO -KK r; rL -ca r; co o 0/yq \;\ N N N N N N'c-4 Y V 3 � co °< r ^OD + rt : � N m aV F 'y `� ^ ' .- D� �I�� w v �+ m-v `^' I �•� c r 000 �N _ �' � ! toy' a, �' �� --- f _ _� Z- �' +1 - DAT E �-- �� z x 4F k". / `" °� LDnS"r2UU Lu�B PSC-CRIT � 0D 1� = No 33922 - AtpLt� (� 24953 ik - o0 5' S' CITY ENGINEERR.C.E. N0. _ \ xN � � r m q 51 DE W 4L-,1e, AS 5 wow'-4- PRowl nG j 1 Exp. 6- 0-07 N o N \� 9�t S of car 5 f I v I G Otic 5T i2.UGT �X AL K A!�1 D 5 B t1.Y m 1 \ „ NOTA �, SEE NOTE �Ic �Ic =`_ 1 ,a-18_ 18' 12' o m ? --- w * SR OONSUL.TANTS NC. , \t 1`6 \ 5' 44' 32 \ o �lP DF 3 AL D� N>4�1 V� _ owe r rn o� ' �� IVIt �� MFo ' Z r; ` �' v i * TO BE EDICATED PER SEPARATE INSTRUMENT BY . 0' 3(�� \ h F Lr+ciNEt�lr c•uNL PunNiNc•uN suRv_ 1, ��nu�nun� nnn n n M + \ 5q' I 5 - _� V II N LL ` ,.s:. �., l--e253z� RYE CANrOn ROAD. lu1,: 20• + \ t I� * * ADDITION RIGHT--OF-WAY TO BE DEDICAIED,PER SEPARATE INSTRUMENT. b.N,A CLARITA. CA11FORNIA 81355 \� N \ 11 11' ' I 3 '� 6O4 , , + + Ln + + .� ',+ 1 F%-. (661) 257-6570 U ao N N p ^ Z , �'��j f. \ll ryI l fur (66 i, 25 -6577 3 OF 15 (SEE DWG. N0. _ SHT 5 OF 10) FUT. G" ST ' ' 3 DETAIL D : � � �.A '. CHURCH STREET _ _ RAE 33922 / $ 33 I NOT TO SCALE WAM �•��.�� FILF No. i �roJC�f shre-f 3 of 31.47' 1994 -1290 72.58' o { I o� + Nwv31.01'O.C. w TOP OF CURB GRAD Z LINE WEST SIDE 6 J I w " O ' I TOP Of- A&DIAN CURB + v 0.T. 0.T. p Q I b ^ N +2.00 1K' GRADE LlN'E WEST SIDEIN V v b o ►� rn o 1 ' w w l m w pO ') O" ') O �`^`� O" + o i O►• o^ + " + + 1294 ' w w f 1272 - - - - - - . . - - - - . - - - - - - - - - - - - _ - - - - w w Q) 71.34' coil obi w ^ + �' 30. 14 30.41' O.0 4 N Z _ _ w a i 1268 I .� w o.T. o p w 00 o.c. o.C. +2. 200V.C. w 129,6 I O TOP pF MEDIAN U�g + P.1. 1287.994 Z GRADE LINE WEST SIDE 1292" O�O) NIS'h W Ooh ^^ q +2.00 x I- - - EXIST. GROUND + m_ _ - ^r - °j po b o�r W L o N ^" A T CIL TOP Of 1296 MEDIAN CURB O"� O Q. O O + N O l�V 00, ___ \� U GRADE LIN EAST SIDE p A O h - GRADE LIN Ar p o,�, + w 1272 �� W � - �- + z o � � �" "Z °o' W 1292 - - _ - - . /� _.- f 12 6 8 NN � � p 1274 - TOP OF MEDIAN CURB _ ~ I I 71.04' v GRADELINE EAST SIDE obi i _ ___ -_137_.68 -- - --_-___- -------O 0.0 4 n O.T. I j 12 70 I +2.00 X N $ b O cV �o h 54. `� 5.30' Li W o h p os p O w 1296 I O h O r\ -� V ^� �, N = 0. N 1& 0.C. c� oo ww b w N I I o� o� 4.05 I 12 74 30.67' 30.67' °i : N N - o N N 12 9 2 - - -- _ _ N _ _ _ - - 0 C. 0.C. w o " O 1270 69so' j w m TOP OF CURB GRAD v p o 0.C. o o ►� LINE EAST SIDE �, + .00 QD of ��JU �� I x 1 4' x �1' l+ , 206. D q" Clio- I-I/Z' iila- G o +N N w +2.DOX i 4• { AO pvc, c onoh)1-I- � dgfacl appe4�r�r 5 b s cart`7CQhon 1274 i PROFILE SCALE HORIZ. 1"= 40' VERT. 1 "= 8' 1270 90 91 92 93 94 95 96 97 98 99 100 t)E L ET E- S 1 b E\l&L-K ANC) CONSTRUCTION NOTES D IS A 5 L G 0 -V A M P \^I 1=ST S l P E ADDITIONAL R/W TO BE O -- _ - OO DEDICATED BY PEROTTI PER O 1� CONSTRUCT A2-8 CURB & GUTTER PER CITY STD. PLAN 104 STA 67 at�SD.QO q'O O �/L INTERSECTION o SEPARATE INSTRUMENT O O O ADDITIONAL R/W TO BE oo CONST. STREET IMPROVEMENTS °O l O + �7. o C O 2Q CONSTRUCT Al-8 CURB PER CITY STD. PLAN 104 C3 0 DEDICATED BY PEROTTI PER O O 'er o �6+54.57 DAY CREEK BLVD. lo: �* '� 3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PLAN 103 0 o SEPARATE INSTRUMENT o PER TYP. SECTION ON SHEET 2 o 4 1+00.00 FUT. "A" ST. "' a + co Q) o r� oo . 13 O Q!! N � T O o, 01) rn 1 =90 O co 0 4 CONSTRUCT ACCESS RAMP PER CITY OF R.C. PLAN 102 at 103 1 L �i 3 "� /�• �, + + Od 1291.28 S CONSTRUCT 6 A.C. PAVEMENT OVER 6 AB. MINIMUM ¢i/ + rn rn '� + + �r 0p) NB LEVARD AY - _ _ __ _ _ _ __�. 8 C.F .... •wYiwl ii 1 iwwl "� 1f . wwY r w-ii i iYii.+iNlf iT+.aT+• i M _._ r i i ..iY iw +- ~ •J �•4H 16,000 LUMENS STREET LIGHT BY SCE PAID O� -_ - .ice' + - __ � �.► � +-��.• _ w. . " `" 1 ! _ _. _ _ _ 4 � �f' 1. _ - � - T '"'' - _ + ► _ _ t 0 INSTALL WOOD BARRICADE PER CITY STD PLAN 131-A V85 � 71 � _ � � _�� rr � � 2 1 11 fir, o1AA1 znn y* �. nrn ni r-dP- C-0-" .33 1 X73.75 M, m �+ �.;U o, ►;8C.F.8 CF -0'CF 8"CF 1 o �; 16 � 1 12 CONSTRUCT LOCAL DEPRESSION, r PER CITY STD. PLAN 307 caS� "A''�"] 120 . 1273. 9 `/ `t + m 1280.58 I' t� �; v * v * Li rn cy `�' 0 8 CF 8 CF - - 1282.80 0, �u 1 " 2 A ' -00 Q6 ob, ?91.5 + z 13 CONSTRUCT MEDIAN TAPER PER CITY STD. PLAN 108, L= PER PLAN 1270.99 8"Ca 1274.85 2a rn 8 CF + TR DR 88CF �' `"1290.50 1 9 rn Q 1292.26 O + " 2 F� x F.S. 8'CF , B Y �-� 1288.63 1289.54 8 CF 8 CF AH- L ' I 15 PROVIDE 6' DIA " sc stio� 40 pYc- O _ ----- �' -- -- -Z " WC �, �a0'0975T -- - --- -- t_t 1 �' 1 yE,-` l4 Q. 16 PROVIDE 2-2" PVC CONDUIT - SCHEDULE 40 012843 I C4 ', �i C8 - --c,+ 1 1 _ 11 �+ t7' _ Cl31283. 8 --- 1,5 �N� __ _-_ _ _ -- - - --- - - - I sa17�A-Iry scc��1 F.S: 1 4.9 I t 7'l-- 1274.71 - ►; 1288.431293.66 �I 1270.85 �' �a - " 2 LAj1273.43 v 8"CF ' 282.60% • I 8"cF ►-i `r l- ' 4, Na 8 CF O FS.8 CF 1273.29' 1276.29 'v 8"CF F.S. 8-Cf- + i'--t,273•Z. -. p 12148 5 m 5 2 8 - "ci 17 •�r o� cow 1293.48LEGEND ----�"Cf_- - 8"CF - -- + F.S. - - c� &� (n -. ------_- --mow 1273.75 �: 8"CF _ _ _- _ . . - _- , - } - _ __-^ -_ °° 1292.50 LQ 16000 LUMEN STREET LIGHT --- 72. -- _ �J 1269.89gas l .. j - - - - _ _ 1283.30 ? �, z III N " F Cf 7_ c Jr f --. - .�GPL - __8"CF -- - - 8"CF ---- 7 - - 8" C.F. I� l 1 i - 7C6 ---- _ Q) 1..._ +_._.__ -J .iClt. - ------�-�-- �►,.- - -;- - -- - --. - --�'�- - --• ��r.__ .r,_..�•- � ,�E✓rsEo c�.ee,e�rvev�RAOEs eras caws. ll,o4/oz tl�o3 h� �»-- _ _�: I - - - �� ' E.C.R 3'. � 2 rpt¢. .r a,a ✓¢ s � � �a N. �� -i 1 ' - - - - �� o - _ - - - - © � ,.�� YS sem- aP G-�-oZ 2l1I�03 wff- + "`� o y o; TR. N0.16314 h _ ��J1'' (n arcornna an c ns t. notal r¢.+rova i + Op d U r tp 1 F,aadQJ-/vt2 C4 C ^ l5caLl d o 7'.2 Scor% �i v + w BnFRY. � z + na►atQ_ s p.. _Pc� /n t 5'usa sc►MoP► W rn rn �1 ' �Lruak a - - `w � •, U� I N � d oo I o $ �- O J DESCRIPTION OF REVISION DATE J I N O o + QI I �' SEE NOTE * W 1 v b � �� °O SEE NOTE * APPROVED _ ' 1 " m CITY OF RANCHO CUCAMONGA � � tss; o Q STREET IMPROVEMENTS - PLAN AND PROFILE I I i & (I SEENOTE * * O �� U VE DATA: � � �� , �, . . ; : DAY CREEK BOULEVARD URVE DELTA RADIUS LEN I�IGENT ►- ( t tic 339<< �, 1 '.� , �- Exp 6-30- 02 4�nn ��F 1p cq � ��T� ? � � * * COMMUNITY FACILITIES DISTRICT 01-01 C7 1'3z5f�" 50/00 11.44' �` c 00 �i c ori d R E + Q _ � � s o C3 O;'.3;5� �, �, �, _ �' q`F �F �`F TA. 90+10.00 TO STA. 100+00.0 CIM t - --- A STREET as t C4 013'.58 ?49.3 00 , 1.04 r` -- - - ^� CS v 1',3 58' 24 5 j 0(' E9.90 �4 %` 5' 5' _ DATE E. S 4' � 1 _ a _ . LINE DATA: � � II , . C6 70'4F> '3.9" 84 �);' .30.6'' 7->.5.: ' � � i U � " CITY ENGINEER ,,.�',��1.(,w` V� R.C.E- N0. 24953 C7 1' 4'45" 5,�. 5n' 10?.O� r " LINE BEARING DISTANCE m �, �- N r --- �U BENCHMARK - T �c - - -- - CB 1?179";9 00' 5.99' �� „ L1 N 01'08'52" w 31.47' -- "? '� ''� SCAUB r -40' SR CONSUL ANTS, . 4 -- . - - " - _ - r,' �. o NO. 100 ELEV. 1328.180 JB/MFO R Y K • C-9 'J�-9'��R z: -77 (70 I 54 66' 4 f L2 N 01-08'52 w 31.01 + I w 2 EN�NE ERiN. LANG UNNIh' UNi% SURVEYING !NG 1 j �. NOTES• SET 2 BRASS DISK IN CONC. CURB STAMPED S ',171 Rtf !ANYON ROAD SUITE '0` C10 l 90'_31 Z.3" `� - 5�.3G' L3 �- N 00'09'15"- E 16.67' ��r� r� 7 r� r� - -- -= o W N E 40' 20' 0 10' 20' 40' w J; .„ ,.,_ Z •:, - _ S"N7 P" RI7(66CALIFORNIA 7)L7N6570T 355 -- ! - - / TO BE DEDICATED PER SEPARATE INSTRUMENT BY �"^""^►'^" '''^ 'r' CITY OF RANCHO AMON A BM 1 05 1 7 C 0 CUC G 0 2 98 C11 180' ? ; b.l - - L4 N 09'18'29"-.- w 30.41' - t�=4(, kA• +ic S(-A�I AT NORTHEAST CORNER OF BASELINE AND ROCHESTER MT Fm (661) 257-6577 4 15 + - ? L5 N 00'59'23" E 137.69' DETAIL-'A' AVENUE, 53 FT. NORTH OF EXISTING CENTERLINE OF C1? ?P'?R'4 I8l 9' } 30 4' 1 15 0' _ __- C �C ADDITIONAL RIGHT-OF-WAY TO BE DEDICATED, PER SEPARATE INSTRUMENT. -6 N 00'59'23" E 206.60' NOT TO SCALE BASELINE AND 20 FT. EAST OF EXISTING CENTERLINE y5` N MI R c.F. No 33922 - - - OF ROCHESTER AVENUE. wAM ..l�.� r F!LF No /8-33 PROJECT SHEET NO. -j--OF---(,::)4 3' 60.49' �_30.25'_, 5 7. 0. -1 O.C. O.C. I1914 144.58' 11-1 30.55 _ _J.0.55 O.C. 0.T. cv O.C. - "' ,� - - - -- 1310 no IZ Q; N vIn c^y ! I I I rib 0) TOP OF CURB O + ^ ai i o °' 'p, ^ ^ I GRADE LINE ON p oR o, ! *h) v^ N WEST SIDE ^ ^ o oMi oho^ ^ } �o�oo I I I o ^ +4 I I Oo o� oo � ��^ ►� 1294 ^ 1 TOP OF MEDIAN CURB oo ^o ^o 0 1314 O i, GRADE UNE WEST SIDE + o o ^ O ( 0 f 1$9.0- 5 0 I 12`90 O 0.T. 1 I '}' o, i 120'! V.C. -"�; 00 +4 �( o f PJ.= 1369.$6 O O b GRADE C/L +r� �I ^ Oh DO � ^ j �h o� � � ^ ^ 1315 { o •r oai oo + � + ►.� j { EX1ST. GROUND AT SIL - - o^ ^ p +1.010 p a O i t a � �� p ^ _ -� 1311 I N +4•�0 GRADE ® C.L. - ,,� o d j 1294 o0 0 a ! 1314 ��dao ^ O In O '^� p 1290r ©`° _ - - - - -- � .- - _ - _ p _ � ^ - . - - 1310 - - _ - - _ . _ _ - _ - - -- - -� - - -- -- - ^ z N 14.05 x _TOP OF MEDIAN CURB GRADE UNE EAST SIDE ; ot 1296 ^ - W - -� - o o j �� +4.05 t I O op O ^ O CL O o0 p I f I 1292 p^ �; °0 o� I V`+° o0i o �► �, I O h tp 0,z h O Qp Ql } p� ON 1296 p oo pp ori �o + ; ^ 1314 x I ^ +4'05 40.34' 41.00' 40.34' O ^o O ►-� `} ^ �' O.C. 0.T. O.C. f TOP OF CURB j GRADE LINE o ^ 6/4 f _ - _ _ - - - - --- -- -_ ; . -. - _ - - D - --- - _ - - - - - - -- - - _ - - - - - - -- - - - - - - - 12 9 2 oa _ f EAST SIDE o o n/ '; 1310 { f - �J , J ^ � O, I j +4.05 % Z a + o o 5o c j ® I>Hsra.l�... ��/"x & " 11-2 • o I I ItvST4 t-�- 4 ,x •4' vAuLt- o40 fVC�. C.oN o +4.0 % Ye 17vT&%r_ to. d�rdf Pv1T 5 >� °1p� X 'Svf f�f Qi�ic�ro�S 1296 ^ �fIl-t- 2" sco 4 o• PvC 28.10'_ _26.34' I PROFILE SCALE O.C.31.74 -- Q O.C. I I I HORIZ. 1"= 40' 1292 __ , I O.T. VERT. 1"= 8' 100 101 102 103 104 105 106 107 108 LINE ROAD COry uc"nON NOTES E (1) CONSTRUCT A2-8 CURB & GUTTER PER CITY STD. PLAN 104 SI'DF WALK- SEE SIT., p ,G. N0. S�5 P�ASG Ll�.! £ wIS I `, /�I ( CONSTRUCT Al-8 CURB PER CITY STD. PLAN 104 ADDITIONAL R�W TO BE DEDICATED BY I I o Q3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PLAN 103 PEROTTI PER SEPARATE INSTRUMENT. �a``t �EE I I m ® CONSTRUCT ACCESS RAMP PER CITY OF R.C. PLAN 102 & 103 Q CO/V57" , � � " " O � � "A r AC CONSTRUCT 6 A.C. PAVEMENT OVER 6 AB. MINIMUM O �"1 V� U o v I o © REMOVE 2"x4" REDWOOD HEADER AND BARRICADE & JOIN EX. A.C. PAVEMENT p o Nt a oo a o p N v + m x I r75 Q) CONSTRUCT BUS BAY PER CITY OF RANCHO CUCAMONGA, STD. PLAN 119. O o , o, + Li+ et °� 1 INS 16000 LUMENS STREET LIGHT BY SCE PAIQ 4- (=Pn'ljAzr-Q PmRFY9 'Io + N o o W � E.c' i B 0 U LEVA ,, � s►-$,z>�o ,N pLo m - I p E K12 CONSTRUCT LOCAL DEPRESSION, � f" PER CITY STD. PLAN 307,1_�� ",4"R -� 13 CONSTRUCT MEDIAN TAPER PER CITY STD. PLAN 108, L= PER PLAN DAY uL ATE RL C' - 6" T;W omr cJ-r � 'L^ullrrr �l iif�- - - 5� �4 tx. v• I' �� 15PROVIDE DIA STS NF � C,tT -� - 27 C710N PROVIDE -2 PVC CONDUIT SCHEDULE 40 _ E16 2 "1303.36 1304.64 I� I " CREEK BLVD. er,�►o►t2 i5'x�5' co�C��rt San r 0.�� a MN lb rad�1298.33 I ,o, 1307.44 308.38 1309. 16 rn 8"CF o I r � `15 15 16 ��•Cf'-� �? 0.80 8 CF '� " " "' SE LINE ROAD a ' j �W 8 CF w 8 CF 8 CF _ 8^CF �� ty Grind !Z'`H/rdd by o lD' d�a� anc� o✓er�acJ o•/v to Dorn . 8 Cr. _ 30724, , O `+x(93.51 ` - " -i. - ;a E5 EXISTING STREET LEGEND 8 C _ __ - - __-- f IM F LUMEN STREET LIGHT 8 CF L2 -� ----L / 1 - - - - _ H j PROVEMENT PER CITY 0 PLAN t RANCHO CUCAMONGA r --_ _- _-- _- __ r C9, PLANS. DWG. NO. 1681 IC)Dtfit?0'09't�`-�- 1 -�`�r / - _ - BASE LINE ROAD IMPROVEMENTS SHT. 4 OF DWG. NO.--- 1.31 f� ti SHT. 2 OF 11 1 1 SCALE T - 40' L3. . 1� � 0 1299. �� x,43 �� , ,� 4 7R. BDRY g4,�, .�\1310.59 - 01312.45) - - _ - -- ---- - �� -- - - W Cao t , z 1293.66 1298. 14 0. 8 CF o 8 CFi-- - -- -- - - 1296.21 00 " 06 a o0 0 r. I "'� 1 c+.rin� Z w ¢ b I o•Io c�Qa 0. 40' 20' 0 10' 20' 40 FS. '� a; 8 CF �, ao v ►7 1 1 CONST. STREET `� 8 CF FS' F.S. d - �d O�� a O.ro fo o�� - Q_ 8 CF o v +, + J , o o 1293.48 o + 6 � v IMPROVEMENTS PER TYP 1-=4O ;RAE ,+.l(_ SCALF . Z V O O --- 5 _ m lv ._ om ,.._ tii O �" SECTION ON SHEET N0. 2 � _ - 8 CF I Q o \/ co 1, ' Com"�S'T'2 c.IC"S ,a-�- Q ar- I n ancon a�n o ov s c r.� ca. 9�50 ' , ctGl�,+ •�+ ��CJ sQC+,o.,�af Q l Q td L atn+z ion «d, f+0 V) " " vm 1297.77 1 8.81 00 8"CF 1299.87 f; 1 9.42 4 � __ _ �+d 3w__ was o4k s/s » ¢l-�a. � zi ` MSL-�}o -- _ / v C1 F DESCRIPT ION OF REVISION E A 'ROVED -Am AM CITY OF RANCHO CUCAMONGA - - - - i ._ , PYA /�C. .0I- t S s,oN ULTIMAI E R W ^� E.C.R. v,� DAY GREEK BOULEVARD o -0 Co o TO BE DEDICATED BY v ♦ Lu + + Q � to 00 ♦ 1/ 00 v ti PLAN AND PROFILE + + +i (3 CUCAMONGA 220-LP + + I o " oo * Exp. 6- s3 30- 02 1 �, J m o o n of W PER SEPARATE INSTRUMENT o -sIT1o1�I 5( DE I 'Q/ + m 7` j 11 ^ LL� o N 0�9 CIV1�. \� z a MsT /w�x �p ♦ ►sT7�IG sTREET -- - F STA. 100+00.00 TO STA. 105+29.75 L=120' kA,"t '` D iV /V�f T/b�F IMPR MENT PER CITY OF OF '� 5 I UCAMONGA TR. aE ��k; .L DATE C U RVE DATA: � � �S ��[.c.�n� C(lY ENGINEER ,fC.� L �/�I R.C.E. N0. 24953 RAN - � � i N0. 1� 2 DWG. NO. 1784 . L!^✓_ D11,74.- CURVE DELTA RADIUS LENGTH TANGENT CURVE DELTA RADIUS LENGTH TANGENT F{ 3 OF 8 ! UA✓f 9fAR/NG �9 r'a 5 a ?; 4C .34 O,�TaivcE - - -- j 04' __ - BENCHMARK S'R C:ONSl1LTANTS PC. I L1 NOi'OS'52" E 144.58' 195131" 845 '' 19.34 14.87 C9 f 180'0000'"_i 1.00 -1 678' - - 25 MFO -- - - -- - - -_ V t - ,- -- - - ---- - - - - - - - - - - - --- ♦ NO 10052 ELEV. 1328.180 ING 1 ENuINEERiNG•LAND PLANNING•LAND SURVE" + N 01.08'52" W - 189.05' - C3 85 50'S4 3` 00 52 44 3?.5_5 t 49 6O' 85, S ST _- _ _ - _ , "s ET 2 BRASS DISK IN CONC. CURB STAMPED L2 - ` _- _ - - --_.� 61 -7 - - - ��, as I5322 AWA Ryt CLAR'IA rJ CART ORNAOAD L 91355,. L3 N 00'59'23" W ----68.01' 1 C4 9341 �E" { 35 ✓0' 1 X723- 37.3.3' -� i j VVV _ •L� 14 "CITY 987" s OF RANCHO CUCAMO GA BM 1 052 1 (661) 257-6570 L4 N 1731'34" W 41.00' �_s t X855�9" + 9 sc 30.5.x l5.47' - I� AT NORTHEAST CORNER Of BASELINE AND ROCHESTER MT �m (661) 257-6577 - - -- - -- - R W DEDICATED ,PER SEPARATE INSTRUMENT 1 } fi 5 15 L5 N 00.59'23" w I 131.74' i k cE �2 40'49" =F s 30�s' 15. >9' AVENUE, 53 FT. NORTH OF EXISTING CENTERLINE OF � . r S E LINE R 0 A D BASELINE AND 20 FT. EAST OF EXISTING CENTERLINE R.C.F No l - - _ � 61 �,,,, 71LF NO / 833 ' I�ELG�(� g(D GwA LK �� OF ROCHESTER AVENUE. wAM PROJECT SHEET NO. S OF G� nEsc�vTta� tPflltsle 944 S . _ Ds�RTip trip ,Ptte,�s U•T � 4 STRFET, STEEN LIGHTING, DRAIN , HfCk,aN? A4f NUf A SEWFR WATFR, SIGNALIZATIONLANS 7 E , LANr alb �dVE I y riONA I ILI - o-, r - 01 5 "" PRO ECT 6 r Fi I G 01 N FAG GE"NRAL NOTES SITE'{ p+ W"i?vsmr WCF" PAR 1. ALL, WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS t AND THE SIAN!)ARD SPECIFICATIONS Q FOR °UE3L IC WOPKS CONSTRUCTION 1997 - a- SDI'ION, INCLUDING + SUBSEQUENT €;�,, FFANN!.!At SUI"�)LFMENTS OF AMFNDMEN'S CON` :Hk L BE FAVI; BAR i F ",.4 NM yynl'4 ANC) SHALL BF RFLP^NcIF�I E GOR ADFiFRcNC;E `0 Tr+=�;E S'A'C'^ARryS V U C��o AND SPECIFICATIONS. VICINITY MAP 2• All PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER FROM CHURCH STREET TO DAY CREEK BLVD. POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OF' NGT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT DAY CONSTRUCTION NOTES and ESTIMATED OUANTITIES NO COST TO THE CITY OF RANCHO CUCAMONGA. 3• CREEK ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE BLVD . NO- STREET IMPROVEMENTS HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM 1. CONSTRUCT A2-8 CURB & GUTTER PER CITY STD. 104 -+i •; CONSTRUCTION NOTES O1 CONSTRUCT A2-8 CURB &GUTTER PER CITY STD. PLAN 104 NORTH SOUTH 4:L nn►ICTQI InT A 4 Q /1I 100 Qrn !`ITV CTn 01 AAI 4/%A R/W R/W 0 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PLAN 103 96' _ 0 TOP/BFR► [ � 1 nnue�TninT ♦nnrcccHaan nrn nrry nr nn na.i .^n�� 52' 4 44' _ 1.0' 20' 32' - 32' 12' f CONSTRUCT 6" A.C. PAVEMENT OVER 6" AB. MINIMUM * PRELIMINARY, FINAL R-VALUES TO BE DETERMINED BY SOILS ENGINEER GRADE LINE AS GRADE LINE AS AT COMPLETION OF STREET GRADING 4'MIN.� 6' 4' N. SHOWN IN PROFILE SHOWN IN PROFILE 7'S 4' 'MAX. � X. s - 0.5' **8" CF. ELEVATION SHOWN ON PLAN DENOTES, FLOWLINE OR FIN. SURFACE ELEVATIONS WHERE OCCURS 144" F t 0.04' -LEVEL 0.04- 4'/FT LINE r — 1 * 1.7� F - * + �.� " -- r --- - 0 EXIST. GROUND P= ice"6° 611 " _ _ 3 zt EXIST GRD. d 5' CONSTRUCT SIDEWALK FROM STA 10+56.13 TO STA 18+00 � �•l DT�S -TD tt�tsPL-�To� MEANDERING 3/ Q !E.VrkL1— I= I SLD L OCA-M- ALL v-n u T1 Nth! 1-9+1 PJ 1-00711 't rtArT T.1.- 8 P- 72 'k w I L_L t4 oT- Gore TZ Ac- -r TYPICAL.. SECTION SIA, 10+56. 13 710 STA. 23-+ 10.24 0 err-, 1-VT- O V-lAY 0/11 Gr'kvMc-K 15 NoT c ontTP-AC70*- 1 S 7z::) c,cmo Mro t^A7�- A&i p r eoc ee-7c's WW1*} pp jsePcTl o ,-,4 S ouTS I D r, -Tr• C �72o�C�e">7 NORTH SOUTH R/� �/� UNTIL- AD- W izt T't'�ti( FEZ-�tS E 115=1 _ VAPTS F-ROM 9F' TC 107' E.4:1rC,0 V eD V-'QQt^ -rhle- G m TOP/BERM 1 0' _ 52' VARIES FROM 44' TO 54' _ 1.0' 20' 32 VARIES FROM 32' TO 42' 12' D T7+e t/qAL- Lt t-iT a I t D r A c- 4'MIN ' I GRADE LINE AS GRADE LINE AS a„=, ♦ -T- 6 4 M.N. o �. D� 1 p AI- �!T t g lei T ,�- p•4 5 'MA 8'MAX. SHOWN �N RpFILF SHOWN IN RpfILE � -_ .. I � Vr%1�2% d �� " VAR. 0.04' TO 0.21^ G�Al'��iT WHERE OCCURS �L4_� F1 0.04 4 Ff LEVEL LINE , 1 1 3 0 7 1 __---- 6 + EXIST. GROUND �" -- 4a 611 611 �- .9 EXIST GRD. `J MEANDERING 3; T _ R_ 72 TYPICAL SECTION STA. 234 10.24 10 S1 A. 26+ 78.84 .� . SCA! F NORTH --PARCEL MAP ST. CENTER LINE SOU TH R/W R/W 111' -TOP/BERM 52 59' 1 ' 20' 32' 46' 13' 1.0' f 4'MIN. sit ' . 'MIN. GRADE LINE AS , GRADE LINE AS 4.6. - �.� _ 6_ SHORN IN PROFILE SHOWN IN PROFILE yq� h8'MAX, 3 MAX. - Q REVISED WIDTH 81 LIMITS OF SIDEWALKS/DELETED / CONSTRUCTION NOTES/REVISED A.B. THICKNESS 114 FT 1 0.04' LEVEL LINE 0.A8' 6 /4"/F DESCP1P1ION OF REVISION vA'L APPROVED: '4 NR ._-----_ 1.7�' EXIST. GROUND CITY Of RANCHO CUCAMONGA 11 611 " �FFS� N 6 q; 3 _ �1 STREET SECTIONS MEANDERING o -- - tio 33.._� �_, �., COMMUNITIES FACILITIES DISTRICT 01 01 5 `* FX , F 30 02 *: �l v i` CHURCH STREET STA 10+56.13 TO STA 29 +70.00 APPROVE D BY: DAT L: ��- T.I.= 8 R = 72 * CITY ENGINEER4 RCE: 24 `�3 BE N C H M A R K AKk RE' )VV.[NI)f NO. 10052 ELEV. 1328.180 JB/MFO SR TANTS, M. TYPICAL SECTION SET 2" BRASS DISK IN CONC. CURB STAMPED ENCIN(SPIN, •,ANC' oLANNINS•LAN.j S0 Vrr Nc _- ------ I` " DRAW!. R an u�.a:-.. �,I'I t.; "CT1Y OF RANCHO �UCAMONGA BM 10052 1987 �. . ',A-41A C,AR a �5- SIA. 25 6 7U TO SIA. 294 70.00 AT NORTHEAST CORNER OF BASELINE AND ROCHESTER JS/MFO ph." 66 257-657c 2 OF 1 0 AVENUE, 53 FT. NORTH OF EXISTING CENTERLINE OF r66 257-6577 BASELINE AND 20 FT. EAST OF EXISTING CENTERLINE 7hl "`' 33922 DRAWiNl W. 7 I OF ROCHESTER AVENUE WAM A� 4 W FILE NO N0 NO - IQ3Z D E --- PROJECT SHEET NO. e -OZOF (O4_ i TOP OF EXISTING CVRB ! .374..38' 209.5 i' N1 g o m 574.3 O.C. C. o`o, o o .-I N N N 52.OIB' 97. 225.21' + + + O.0 0 _ O.C. fT TDP OF LY/RB � ^ 1 7' , SI110N O NORTH CURB 5 r - -- -- - -_ - - -- - - 1260 - -- --- - -- -- 1259 'TV JVI� U } 54�' ^ F Ci H H H I[i r` f 1258 N N �.� 1257 �.�� • .0Z w N w fO:JiD/� $ N N to to toN N N N LO _ r- - Ci w MTAL OX v w g + '' NOT TO SCALE 64) EXIST. GR4Df AT -- o •\ � � EXE RC CH4NN£L Z f1N/S'HED GMM O OL - -- --- - P.l 1 56.00 - --_ _- -- ---- - --- -- - - - -- - -- 1260 Qf N" CW14) - N to �� tC 1n1259 � NN_ 670._) h _ _ _ _ _ 1258 12 57 CL + g 5. �L" $ Lu 5' 1255.5 ' b b 1+ tp' d N q� �p r'sp 1 1 w o * � N EXIST. GRA IIT € ---,� V +' g a +; o m *'125.3.68) OF ~ �! N TAP OF EXISTING CURB GRADF h EXIST. RC. NNEL CURB HVG'Nr `� DETAL V - Tt7IP OF CU9PB --- ---_- -- TRANSITA'�N SJDE_ 2 c^ - - �- NOT TO SCALE 12 59 o h N o h +0.5ff --- - e +0-- 1258 1257 �L-a> �40X a W V Ci g $ 00 $ f1252,7) SQA 7V OF EXIST. RC. CI• #fZ 0 0 X20' 10 91' 2,38.71' ;r- -,; PROFILE SCALE O C _ -- 0� 396.82' O C �h 197.67' --- HORIZ. 1"= 40' 0 C. _ vv O.C. ----- VERT. 1"= 4' 8 9- - - 10 11 12 13 14 15 16 17 o < C0WM uc _NOTES * ! S.C . E D I S 0 N R/W O1 CONSTRUCT A2-8 CURB do GUTTER PER CITY STD. PLAN 104 CONTRACTOR TO VERIFY EXISTING EL FVA MONS � � S ,C . E D I S 0 N R W l W PRIOR TO START OF CONSTRUCTION. 1� S B C O . dD / U CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PLAN 103 J EXISTING STREET IMPROVEMENTS I* NST. STREET IMPROI/EMENTS _ \ n PER TR4CT NO. 8369- DWG. NO. 497 PER TYP. SECTION ON SHEET 2 1 r J _ CONST CMP. RISER INLET PER O5 CONSTRUCT 6" A.C. PAVEMENT OVER 6" All # SHT. 17 OF 17 © I' J ON SHT 0 9 © REMOVE EXIST. BARRICADE I FIELD JOIN PROPOSED r J l CONST CMP. RISER INLET PER J j� SIDEWALK TO EXISTING 2 c, 11 DETAIL ON SD. SHT. NO. 9. _'``-� EXIST 8RIDGE� !! Z \�254.D 13 g Z 7 INSTALL 9500 LUMENS STREET LIGHT 6Y SCE�•=-=-- SIDE WALK O = HEADWALL TO REMAIN ® _ Q FIELD O 1 � 0 , - 253.0 __ g cJa EXIST 54 R.C.P. S.D. I ; / _ . - r A4 Y CREEK CHANN I f� ¢� MATCH 10 PER DWG. N0. 1418 B - " - FL' - ' I CROSSING V 4) x CONST. CURB OPENING CATCH BASIN PER 'CITY STD. PLAN 300, i! W AND V PER PLAN n o �c SHEET 15 OF 66 g C, (a S�OE/,V T Z �► -GRADES f! * - -- _ Q CASE A _ T1 .E.ET C H u R C v Ci _ f25�� G o - - +�" ! * rn --- t - 11 CONSTRUCT LOCAL DEPRESSION, 4" PER CITY STD. PLAN 307 +� FIELD � � " 3:i � ° O �- �- - -- i �� 1258. 10 12 n w I '' GRIND 12 WIDE X 0.1 DEEP AND OVERLAY. 8'CF CONSTRUCT DRIVE APPROACH do SIDEWALK PER CITY STD. PLAN 101 I - - ` 12 TYPE C W=24' R= 6.5' MIN do TYPE R-2 W=12' X=3' -L _ •�- `® - -125 - - -- - * 1 -- - v - 1258.01 j b i - - - - i f I 1 i / i __ l -- - 1 " <' & S. t 2 _ __ C4- - ✓ / -- _- - - .f: 14 CONSTRUCT 5 HIGH CHAIN LINK FENCE AND GATES PER CITY STD. PLAN 607 (125 - - e , N / 94 _1255 � � -- ••' • � '`"f %*` `� � - 125b'79 �, •;e•�QE f n r . ►� / i �TC ✓O/N - ->7y n-- 0°C.F I ; tF o _ - - ,*, f.S rts. �r 1 FS N 8 - - 1 --- -- -- 1 �/ / 1 +00 _ / - 1258.10 1 W - - -_ T.2 .� "j 8 Z *(256.86)fS. ,-89 5� -,7 +oo, "� i I - 39'4716►6 - __-_-_ -- _ ;, ;, v 125_ 5 i *-(1?56. JOW 1256.84 f-� _ h',� ' 1 8'CF Lu T (1256 C ✓OYN 1 FS f - +- _ �2 i Wt* 134 00 �� j';'' 8 '� y ate- 1 --- W `- - 13 F. PLAN .0-�� JO/N l 1?55.84 -+ - +--. - --+- - --- - - %�% . , ' ;'ij j I 14 BCALE�T - 'i - ,. -►� - 13 a '/.% '�i�%/� '- :' �'.:: RELOCATE S.C.E. DRIVE APPROACHES 6 ` -` 0°CF / ; i -\ _. 1 --`�1___ __� _ 40' 20' o to' 20' 40' Q REVISED CONSTRUCTION NOTES/ DELETED C.B. DETAILS/ �. (f I `u C3 Z ,--4c � _ �• - uR�E r - __- - ,_ "Y ' o DESCRIPTION OF REVISION 1APPROVED 9 d, A � FIELD JOIN PROPOSED - -•. -- _ � • . DATE ii � SIDEWALK TO EXISTING } FIELD MATCH �o $ SIDEWALK •. - �. s9soo ti Q oi'U g V l / �� o �'� © ,� °; %, I/ w + � N� REFER TO C.C.W.D. LAMS FOR �'`� + Q CITY OR RANCHO CUCAMONGA 1 1 0 o N N ? h o, 41 N g Y 3 BLOWOFF VALVE RELOCATION P! + pFESS/ �f �� I W Fs.� 13 i ® ro + oQ`� oN�� STREET IMPROVEMENTS - PLAN AND PROFILE 1� , , ✓ S.�C . EDISON R/W 13 � ,� z � �� d 3 , �Lai 12 O �� A. �� 0 8 1g' � � � � � � � 2 - � u 13 � � �� - CHURCH STREET f �2 V ® w 3 No. 33922 F, CURVE DATA: �' � FIELD a N Q ! ' N R/W a Exp. 6-30--02 COMMUNITY FACILITIES DISTRICT 01-01 MATCH a EXIST BR/DG� 0 CURVE DELTA RADIUS LENGTH TANGENT 11 Q � ,� s P STA. 10+60.14 TO STA. 17+00.00 Cl20'05'05" 1068.00' 374.38 189.13 WAL( TD REAYAIN 01 ' l9 CIVIC - _ -----___- __-- - _- - _-- 10 o cn � '� IDAY CREEK CHANN I _ C� PROPOSED CA1�F j f O C2 20'05'05" 1100.00' 385.60 194.80 " z W CROSSING ! / o o � ✓ 8'Hx11.5'W R.C. BOX APPROVED BY - C3 20'05'05' 1132.00' 396.82 200.47 " '� a � ��- - - f ! j C4 10'36'16" 1132.00' 209.51 105.06 1 CITY ENGINEER __ L R.C.E. N0. 24953 **SEE PROf7LE ON SD. LEGEND DESIGN RECOMMENDED C5 1o.3s'�-_ 1100.00' 203.59 1o2.os SBCO FCD R W G BENCHMARK / / -_ ___-_--- SHEET 9/10 C6 10'36'16" 1068.00' 197.67 99.12 ***SEE J -__ ._._ -__-_._-_ NO. 10052 ELEV. 1328.180 MFO Ate$' - - - - - - -- - ***SEE PROFILE ON SD. J - - ' j SET 2 BRASS DISK IN CONC. CURB STAA+IPED - - E►►crkErmHv'�"''° �m�•LAND sumzru�c SHEET 8/10 9500 LUMENS STREET LIGHT 'CITY OF RANCHO CUCAMONGA BM 10052 1987" DRAWN ' nSAKT'� �, C•,,,CANYON ,o;u;' - SHE I AT NORTHEAST CORNER OF BASELINE AND ROCHESTER JS/MFO F '" �� ; 257-6570 3 nr 10 AVENUE, 53 FT. NORTH OF EXISTING CENTERLINE OF REMOVE EXIST. AC. PAVEMENT' BASELINE AND 20 FT. EAST OF EXISTING CENTERLINE CHECKED R.C.E. No. 33922 DRAWING No. L1� OF ROCHESTER AVENUE. WAM DA' FILE NO. r GFZIND IZ" hll - Xo•t' DE �•r✓ 1 [7 Projecf Sh«f 23 of REFER TO SHEET 7 OF C.C.W.D. CHURCH 9'fF-EET -rk_& sr^itSron1 mA(rj i i 300.6-,r O.C. 1.18' O.C. 54.0, 54.98'_ 70p O.C. O.C. NO OIN A�(dRTH Sl N cV 'n .f ww�� b b b tp O CtIRB 7vp a _ O N tp b �Ow w w w N w N Z O A49R7H SIDE �O b b h w h w _100Z w +0.551x . �4 % o . 44 4 �4 o h+ - o h - g ``' 1260_ 12rao ------ -- a0Zh Z " " " " N b 1258 1258 W O 0o w w fiSViS'h�D G�4DF0 C.L. N o N N o " ''S � fwp• b b w . w w w w 11 O hl w +0.531[ O °j �i go' O O ti O N O h 1260 Ct 1260 Aj W) " • + �, b 12 58 Ct - -- b, — -� N N N "41 " rcv' Vc.kj " 1258 W EXIST. GROUND AT h N N J O b NI o h 0 ^ bI � b O 70P OF CURB O SOUTH SIDE " N ^ b b w w w 0 O p -1.ODX O N cV h w w of O O p Q cV n' J h +0.5 tX '` h O o 1260 o h 4 7 � " O O 1260 - --- -- f -- --- . +0.53X h v I i nl +v `� `4 `N N h + V b + I v 1258 1258 � p o'� 1 w � Am o a1 N " 54. W 54.96 m - m O.Q. O.C. 5042' 91. 145.07 0 O.C. 0. O.C. ?O .ri. PROFILE SCALE HORIZ. 1 40' VERT. 1"= 4' 17 18 19 20 21 22 0 23 24 25 26 CONSTRUCTION NOTES 1 ' _i N F U T . STREET S N O CONSTRUCT A2-8 CURB &GUTTER PER CITY STD. PLAN 104 I z� v O2 CONSTRUCT Al-8 CURB PER CITY STD. PLAN 104 ADDT'L RIV TO BE DEDIC47ED � 60 - PP J' ,- i \\ CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PLAN 103 L 114 PER SEPARATE INSTRUMENT �� '1 I I '� CONSTRUCT ACCESSS RAMP PER CITY OF R.C. PLAN 102 k 103 O + tp - +- tt N i _ S+► - - - -- -- -- - 00 �� tv .1 O �� - - - - -- - - • � t - - 1 - - -- - - - - \ O5 CONSTRUCT 6 A.C. PAVEMENT OVER 6 AB. MINIMUM O ci _ - - - 19500 LUMENS STREET LIGHT BY SCE _ E �i W — I S T R diiii TR.No 16,312 BDRr _ - - 9 Ek pm. -- --- - E.0_-- �X- INSTALL D . PLAN 31-A 1 � C(r� o - cZ+o C8 3 PRO? C.L. e 9 W00 BARRICADE PER CITY STD 1 H ci STORM a � I cr 1 DRAT h f 26 .35 N 0 - - - m - - -- - - I: l / � 4 O4 C4 --- , 1 N `a x_1..37 5EE -5yrOEM T)MIr'4 ?LA14 POB C5 Go/ . _ -- -- _ ., f3 1261 8 CF _4+00 _ 25+00 "' 4 12-6 8 CF 06- -- - ---- -- C7 _ _ 8 CF ^ r R STD. P "� 1 EG. 1262• - +. _ }_-- - _+ O 11 CONSTRUCT LOCAL DEPRESSION, 4C,&r-v- PER CITY S D LAN 307 Go.S� 1258 f0 �, X - - - -- - --------� _ - --- a 3+0 F S _ - - -- -_ _ - f- _ 26 0 hl - 260 1 1281. 2 -_ _ - - 14 CONSTRUCT 5' HIGH CHAIN LINK FENCE AND GATES PER CITY STD. PLAN 607 -8. 9G + o _ 1261.92 �—'6 LEGEND 1259.12 -'" 2 �- g•CF 1261.5-- -- •., 1 PROP. - W _--- f - 61 _ ,� 3 �, ? C - S III' 4-t9 - C`t. �8+ SYc7RN 8"CF-- - 8 CF E F.S. - 4- CF C5 g CF ! ,�, - 8 CF C6 WATERLINE ;� •r 'II 81 - -- _ - -- - - -- �/Ar- - - - -- S7RfET _ - - cF h 1261 21+00 N 64'54 48� _ 126 --- 8 WL W N, .1n PLAN # 9500 LUMENS STREET LIGHT - L--_ C2 _-- - -:S. Pr EG - -_ _.- 8 CF w . — 2 0o I F l� 1810 - H --+ - - - -�.95 m W ec�u�r - �l1 8'CF ", -1259.83 +v 1-- --- _ 1 -0.5- l - 1260 C4 _- _ 8 CF P1 EG 4 Q. �, x f . E M Jt _�� 20' 0 10' � W S. 1259 12_ - PROP --- 60 34 N - _ ATMINE p► f 1 'I SCALE T - - -------- __ - _ - - w -- o E C.R lw i _ w v - A¢ a s m a s �� I+ ad+ n + `� N Td BE VAC4TFD BY OF Qi •+��d�netrs �/� atm �e�w _ '� - - -- -- - V $ n.o / HO CUCAMON _ + RANCHO � N c�' DELN� StvEWA m O Y E _ - �: •R '- '� v$ amu+ C� DESCRIPTION OF REVISION DATE I� SC /W i 11 m + N 5/5 GNuRcrt APPROVED Q R 9 TO BE DEDICATED PER SEPAR4TE Q ry ►� - N 220 LP 0 GA � rn INSTRUMENT B Y CUCIM a1 CITY O� ,.� _ RANCHO CUCAMO{�lGA 7 m � N cn 7 EC1R _ t s I a c.lb�k /s EET ' � o I7EI.�TE E 1 ► STREET, 'N c 1` CC ROFESSto STREET IMPROVEMENTS - PLAN AND PROFILE u 22+2 - g ST. I � Q N G URL B 9 R 1 DE WAL�C' I � - FUTt/R`� � R L DELETE 5 - +oo 'S _o � � P CONST. STREET IMPR01/EMENTS f -C �, � I U '� 'L • G> Q s1DEu/qu� + m CHURCH Y m � �, STREET P TIN N SHEET 2 o� m _ PER TYP. SECTION 0 E U, U z CURVE DATA: g g.� o g r-;U_ i-- ►� U i� U ^ICS 3 � r, tb N N N' N' w No. 33922 ,�, r11 �'� o �o o COMMUNITY FACILITIES DISTRICT 01-01 CJ CURVE DELTA RADIUS LENGTH TANGENT g + + b ao rn �'o N r` o N En N o �'� 00 Exp. 6-30-02 + _ ac) ac) r� + + cn - + v + iN C 1 15 79 31 ' 18 00' ?!1 18 1 11 %7' _ _ r` � LO LO ao LO ao - r-Z •- N' N N f Q STA. 17+00.00 T TA. 26+00.00 I' v II ----.-- ------- __ ----- - _ __- ---�- - --- , - - -- -,-- r- - ADOT'L R/►V TO BE DEDICATED � - � N N N N � °R N N Z N �,, � CIY1� � 0 S C2 1579;31 ' x'50.00 229.83 175.62' 0, PER SEPARATE INSTRUMENT 9lF CA�� p -- - -- -- - - - -- ----_-_ _-- _- -- ->-_ - 7 APPROVED BY DATE, . C.3 1579;31 " 6'82.00" 2.38.48' 11-9.97' 5' 5' 1 5 5' � 51 III 3 C4 90'00 DO" .35.00' 54.98' 35 00' -- -- _ C5 09,j7'45" -TOO 00' 50.42' 25.27' --- ------ _ . __- _.,r-_-- CITY ENGINEER A'� R.C.E. N0. 24953 - -- - ' U J J U J U J OI U o ---- - _- _ - U U BENCHMARK - IIZ6�L� - DESIGN RE COMME NDED - - - -- -- I� � 'li �- � � 3Fi CONSULTANTS, INC. C� 19'31 54" 650 00' 289�6" 146730" ^ o, q o o'm co ^o co N0. 10052 ELEV. 1328.180 MFO ao SR w ^ ao m m , o L L6 N. � SET 2' BRASS DISK IN CONC. CURB STAMPED E"r r C8 19'31 54" 82 00 300 67" 151.81 ' 211 1 RYF CWYON ROAD. SANTE 201 N N N N N N N N + +'vi + + I - � 'CITY OF RANCHO CUCAMONGA BM 10052 1987' DRAWNT4i� SWA CIAMIA, CA oIu5 SHE[ h ^ Z n N N N N N N N pfw bel 257-6570 AT NORTHEAST CORNER OF BASELINE AND ROCHESTER JS/MFO r� �IN 257-9577 4 10 DETA� *B� _ A�.. 'C' AVENUE, 53 FT. NORTH OF EXISTING CENTERLINE OF -- - CHECKED DRAWING NO __ -_- ___-_ ___ IN FT. T F EXISTING I92 'I �r� -A i NOT TO SCALE BASELINE AND 20 EAS 0 E S NG CENTERL NE � � R.C.E.RcENo. 3 2 NOT TO SCALE N0. TO SCALE OF ROCHESTER AVENUE. WAM �.�'.�y FIl_F NO. /533 PROJECT SHEET NO. o2_ 4 OF�_ + } t t I I 80.43-I -- TOP OF CURB - - 86.95 - --- 54.02 --- - --- - ; . . 81.81 - ,.1 55.73 ! I I - O.C . ® NORM SIDE O.C. - -- - O.C. r 1 t}. 0.C. O.C. I _ FUTURE TOP OF CURB { 1 I w TOP OF CURB + �, .,i I �I .r! p ry� �i , �, I I l ® NORTH SIDE O ni j ® NORTN SIDE cd 'o �' O O o oI °i ^.moi i .�{ � ^, ; Po N N ry N N N, { N N. N h' N N I IN 2 6 2 tz -0.93x' '� w ! -0.40 o �/ `/4 �/4 �44 /4 O V -0.50Xo/4 �4 "/4 �NO O� N Mon.. . ,► ` -0.57% • N h o �, �.., -0.03X - 1260 o ,. - _ - - N - _ .1260 { 1 + °O `�' �o '�- -- `N r O kz no12 58 � II -- - FINISHED GRADE ® C.L. 100=VC o o FW/SHED GRADE ® G L N V Z) -- FUTURE FINISHED GRADE 0 CONST. r-L. cV cpti b N 00 b cp cp co O 1 1 N cV N O �o h N N N N V o N O 12 6 2 0 -4 041 -2•0% -2.bx `^' •clq .., -0.50X oOo o I 1.2 �► " ` o o -0.54X 54XNoO p ZW shN w� -50X - 1 2 6 01260 (43 O + N ►� �i h �o +o + " .� + V j ►� ►� a h i f EXIST. GROUND ® C.L. 1258 CL clq N NN OP OF SID j L FUTURE TOP of 6 M TDP OF CURB ® SOUTH SIDE i I N ® SOUTH SIDEDo j ? o Zo m o o� � O� p! i j i ao; O� °p' °' ' ,� .; '' .; V - �- � _____ T '�• ' T .__. T T � ____ ____ ____ _--_ - - b N N o 1262 z -1.o2X " ! " � V o N �* Q 50X -0 43! i thy I of I 1260 _ -. o � . �4 Q/ _ y, . ��4 . 0/4 . g o 0 0 � _ _".' -- -- �4w amm-mv ^� - _ 1260 ; X - 1 N I �. N 1258 + O \ N 79.51' - 54.02' _ 55.93 1 - -_86.95' 80.43'- 0.C. 0.C. 0.C. j j PROFILE SCALE j I HORIZ. 1�= 40' VERT 1 4 - 26 27 CREEK 28 BLVD . 29 30 31 32 33 34 DAY CONSTRUCTION NOTES U 1 7'. ' O CONSTRUCT A2-8 CURB do GUTTER PER CITY STD. PLAN 104 CONSTRUCT STREET IMPROVEMENTS ` C6 w I ..I 4 " PER TYPICAL SECTION ON SHEET 2 ` Q2 CONSTRUCT Al00(3 04 -8 CURB PER CITY STD. PLAN 104 m r6 58` 1 47 I �25'� O CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PLAN 103 cD ry �.l + + ` �. 74' 72 I a vi co CN v ` li Q4 CONSTRUCT ACCESSS RAMP PER CITY STD. PLAN 102 aC 103 CV cv Z N CV m : 14E - - - - - - - - � 1 i � a 7' I FUTURE ,STREET IMPROVEMENTS ! Q5 CONSTRUCT 6" A.C. PAVEMENT OVER 6" AB. MINIMUM 5' SEE NOTEc _, 1 PER TYPICAL SECTION ON SHEET 2 0LJ i + t 7 +� 9500 LUMENS STREET LIGHT BY SCE (o !1 gv Uf E.-n�rT F- Ei- H- li F- F- Li tv - aV ;V , �. _- too, _. -- __- - -- - -iyj_. _ _ - - "Ilk I .- " - - - _ N ,.� wcTei ) 2"YA RFOW000 �D 0 I I IT M' nA��r. _ r rEn � Ln N co + m 1 N o H FR !1F + '� v v - - - _ O IN o o o o o+ STALL WOOD BARRICADE PER CITY STD. PLAN 131-A CN O (/ `►rare- / 3 `�' -; �' = _ N � � E.CR. � � -- .- _ {� .R. CHURCH + � �� STREET_ C I� � _ _ � � '"� � r NE t ri goo nor_ EEur !`AT(`I� llASllt� nrn f`'T` [�A' Z(af1 ., A►in nrn n, AA DETAIL 'A' o � ' � / + �� `` `� � � � � �° m _ , � � � NOT 1G SCALE 3 _ ---; O' _� , , *:m + N I 11 CONSTRUCT LOCAL DEPRESSION, �` PER CITY STD. PIAN 307 c,+s.3C '%4 1261.37 _ 0 -- ; \ �t - 13 C OYl/S>i�cJG7- WA►[_1C A4�ly RAkMP or -3 ACG DAA 8*CF _� _ _ + _ - - - -- _ --- -- - C5 1258.53 L GEN D __=v. i 1 0,48 1961.02 1262.06 `�' L� 1259.99 C4 1259.54 1259.09 "' - 8" GF Ls" f 8 lF PI EG S. I 1�u.ni " 8"CF rn >� 9500 LUMENS STREET LIGHT r T,, c. o' 8"CF 8(F 8 CF `� 1259.36 �? QC7 �� 1260.76 1260.76 a+ - F.S. 2 © F.S. + F.S. STREET I i _ - - - " ST1?EET -a 1261t51 126 r.76 F S•Q Q - 258.53 *` 1261.24 27+73.32 CHURCH STREET / - F•S• 9 1259.09 � 8 CF 1262.08 �,,,i� - 81,`J7.44 DAY CREEK 8L VD. FS. - FS. 1 � 1259.99 1259.54 81CF 1260.56 L', °i' C6Qi cn.. Q c4sa - �ec.`� kaS�ct s _ -dL a� +_ 1260.3.6 1260.24 Y 1260. 126 "' 8"CF 8"CF �� -�- -1 C8 " "CF - gas __ 1t� �^ Q p� PI E. 8 - -- C5 � � _ v 7260.41 - --- DESCRIPTION OF REVISION -tom --- Q .N � Pi E G. 1 J APPROVED 186�F20 � 1261.34 - \ FS. - CITY OF RANCHO CUCAMONGA - _ 1259.91 � �� rn 8" C.F� 1260.92 125 6? 1 r~, R. ' - � " , F. 8 F. ,+ �3 � E.c.R. I IZ �K'� `S '`1_N, STREET IMPROVEMENTS - PLAN AND PROFILE . . . . . .- -z�� z � m I! 85c8� o i o m o � CHURCH STREET N o.� v No 33922 , z CURVE DATA: � Y �, m N o CURVE Y DEI.TA RADIUS LENGTH TANGENT NOTES: * X� F 30 # COMMUNITY FACILITIES DISTRICT 01-01 - L STA. 26+00.00 TO STA. 29+70.00 + N I �c TO BE DEDICATED PER SEPARATE INSTRUMENT BY CUCAMONGA 220, P T C!V'i TO BE VACAT D BY CITY "� co W 1 9/ 3;4.' ' 3.5' S5 93' 3 .97' _PLAN �, BCALF T 40' OF RANCHO CUCAMONGA N ` i E 78" j5' I 54 02 . =34 0E' - DAl __ - ' S ! X4.4 ,4 J,. 96� 80.43, 4✓ �4, E I - 4 - i --- -- _ _ - 1258.0 � � �.� f ,4.4 7 4. 039 86 95 + 43 5' CITY ENGINEER R.C.E. N0. 24953 40• 20' o ,o' 20• 40• ( _ 4' BENCHMARK I �' 4 4'4- 1 9E' 0 4 ' - 16' 47 SIG 58 25 E 40SR COJLTAAfTS a= Ra. = A.i F J 4 38 1 ` 808 '9 54' _ - ;9 '9 ! N0. 10052 ELEV. 1328.180 JB M Ea K1k q nn`,ANk 4tiC.. AN R E^NG 1 63' _, 83' _ _ _._ L „ i__ J SET 2 BRASS DISK IN CONC. CURB STAMPED j 146' I _ "CITY OF RANCHO CUCAMONGA BM 10052 1987" SAN1A CLARIIA, CA 91351 Pho..e (661) 257-6570 I I AT NORTHE.ASI CORNER OF BASELINE AND ROCHESTER JS/MFO (66,> 257-6577 5 10 DAY CREEK BLVD . EXT . AVENUE, 53 FT. NORTH OF EXISTING CENTERLINE IN ,I� A ( FUT . ) BASELINE AND 20 FT EAST OF EXISTING CENTERLINE (� R c F Nn 33922 OF ROCHESTER AVENUE. WAV ' qp1•e%, !_F NO �U 33 PROJECT SHEET NO. 2 S�OF�L� I STREET, STRIPING, STREET LIGHTING, STORM DRAIN ►dt;tff.MC AYEA0.IE PRO ECT SEWER, WATER, SIGNALIZATION and LANDSCAPING PLANS SITE Pf" s _ r CITY 0 -, W _�- Llw RW-_ ONC7- A ..........................................l __T Won N I Y F . , R, 1 01 01 ri 0 VMr tj - , VICTORM PARK0 A-� D � NDF 10 sats FN'FR�A1 G 'VOT ESF PI 1997 ` Fnn*nu - - <, - F1!k K f VARP 1. ALL WORK SHALL BE DONE IN ACCORDANCE WIT THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THEYSTANDARD SPECIFICATIONS VICINITY MAP FOR PUBLIC WORKSCONSTRUCTION - +�+; EDITION, INCLUDING � SUBSEQUENT FROM 1050' WEST F ' ANNUAL SUPPLEMENTS: OF AME NDMEN : CR HALL_ �E r Afv4 . ,.: < O DAY CREEK BLVD. TO 595 EAST OF DAY CREEK BLVD. WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE T7 THESE STANDARDS AND SPECIFICATIONS. CONSTRUCTION_NOTES and ESTIMATED OUANTITLES • ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER ----- - - POLES, WATER METERS, 'VALVES, FIRE HYDRANTS, ETC. SHOWN OR N01 SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN I NO. STREET IMPROVEMENTS _ ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE -- REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT 1 1. CONSTRUCT A2-8 CURB & GUTTER PER CITY STD. PLAN 104 NO COST TO THE CITY OF RANCHO CUCAMONGA. I 2. CONSTRUCT Al-8 CURB PER CITY STD. PLAN 104 ROAD 3. , ( #` _ + - _ _ ` _ - - r r - ` _ - - _ 3. CONSTRUCT CONCRETE MEANDERING SIDEWALK PER CITY STD. PLAN 103 HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY I BASE _ LINE 4 i ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE i DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM _ _. _ _ _ - _. - ._ - - - - - CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY ST P 02 & 03 A E R D LAN 1 1 HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE �r _ - -� 5. CONSTRUCT 6" A.C. PAVEMENT OVER 6" AB. MINIMUM � PLANS. �: = . _- - - --- -- - _ - _ - - - - - - __ 6. } REMOVE EXISTING BARRICADE 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA " - 7. LIMIT OF SAWCUT AND JOIN I - -- - -- ---�} - - 1 PUBLIC WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT ` y \� LIMITS OF CONST. INSTALL 9500 LUMENS HPSV STREET LIGHT BY SCE .=Q-A ^""'rc6.&A OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR 8. moi. j RIGHT-OF-WAY. ' n�-� nu / ou.rr •nu nrn ��rr .u. .rn � LIMITS OF CONST. I, 9. EXISTING STREET LIGHT TO REMAIN 1 1 i ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER, II - -- 1 - 5 �! 1 1 PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT III 10. REMOVE INTERFERING PORTION OF MEDIAN CURB mum j-- 44,16" POINTS WITHIN 0.01 FOOT OF SUBGRADE ELEVATION AND AT NOT MORE 1 1 f el 11. CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PLAN 300 W & V, PER PLAN {..4. .�. THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY DAY CREEK "CASE A" �. CONSTRUCT LOCM DEPRESSIO PER CITY STD. PLAN 307 CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. BLVD. 13. CONSTRUCT MEDIAN TAPER PER CITY STD. PLAN 108. L=PER PLAN j 4A. 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 13 A. ' CONSTRUCT MEDIAN FLARE PER CITY STD. PLAN 109. L=PER PLAN 14. { REMOVE AND RELOCATE EXIST STREET LIGHT/POWER POLE BY SCE. � �+- I 40 -- - - 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, •E•�• � �- COMPACTING ORIGINAL GROUND AND ALL SUBGRADES SHALL BE PERFORMED 15. REMOVE AND RELOCATE PULL BOXES AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH INDEX O F SHEETS 16 REMOVE/RELOCATE STREET LIGHT/SIGNAL STANDARD THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR ' 17. REMOVE SIGNS (VARIOUS), REFLECTORS, GUIDE MARKERS, ETC. - + 4616 manAPPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR - - -_ -. SURFACING. SHEET NO. DESCRIPTION 18. REPLACE & RECOMPACT AC. TO GRADE & ELEV. SHOWN ++L 8 19. EXIST. MH. ,FH., STREET LIGHTS, VAULTS, ETC.-(PROTECT IN PLACE) AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED 1 TITLESHEET --_--- - � _ - TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED 20. t REMOVE EXISTING AC. PAVEMENT t - TO VERIFY STABILITY, OIL CONTENT AND GRADATION OF ASPHALT PAVING. 2 STREET SECTIONS 21 � -ADJUST EXISTING MANHOLE/WATER VALVES/METER/HYDRANTS TO GRADE � �_ �- UTILITY CONTACTS. - -- { g PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE 3-4 STREET IMPROVEMENT PLAN AND PROFILE 22 COLD PLANE 0.1' ON EXIST AC. PAVEMENT j SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS --- - - ------ --- - - ( -�- - + }� COMPLETED TO VERIFY: R-VALUE SIEVE ANALYSIS AND SAND EQUIVALENT OF 5 SIGNING AND STRIPING PLAN *� 23 + COLD PLANE 0.1' AND CONST. AC. OVERLAY OVER EXIST PAVEMENT T-VARIES AGGREGATE BASE. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. 24 CONSTRUCT BUS BAY PER STD. PLAN 119 i 4- 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (626) 969-7911 25 CONST. PIPE CONN. TO EXIST. SD. PER CITY STD. PLAN 328 '�+ A- 4� STREET INDEX _ + - PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS & VERIFIED ATTN: MR. BOB STALLINGS 26 CONSTRUCT CONCRETE COLLAR PER CITY STD. PLAN 329 �+ } INDEX MAP -- - - - - - - , II PRIOR TO PAVING. - - 27 � CONSTRUCT 18" RCP (2000-D) GENERAL TELEPHONE (800) 483-3000 _ --- _._ _ --_-- _-_--_ WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS SCALE: 1"=200' + - 11. ZD 2$ COE.IST�uCT $ A.C. BEIzttl PEP ClT�( o>+ I?.C. STD PLA1J lob , TYPE 01-8. OF ROCKY MATERIAL, THE SUBGRADE SHALL BE PREPARED BY REMOVING SOUTHERN CALIFORNIA GAS COMPANY 800 427-2200 RES. - - - ALL ROCKS WHICH PROTRUDE ABOVE THE SUBGRADE AND ALL VOIDS OR 9641 SAN BERNARDINO ROAD 800 427-2000 COMM. � - - - -_ - __ __ _ ___ -- __-_ -.__.__- -__-- _ _ DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY RANCHO CUCAMONGA, CA 91730 BETTER THAN THE NATIVE MATERIAL. - - _ __ - - -- - - -- - - -- -- - - - -- --- - -- CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUBGRADE, A SOILS 10440 ASHFORD STREET STFRILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. RANCHO CUCAMONGA, CA. 91729 SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. COMCAST (909) 983-9895 I 1205 DUPONT STREET 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE ONTARIO, CA 91762 CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. MARKS CABI_FVISION (909) 987-6275 ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY 10808 FOOTHILL BLVD. 1120 (909) 880-0222 LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED RANCHO CUCAMONGA, CA 91730 IN THE OTHER ITEMS OF WORK. METROPOLITAN WATER DISTRICT 909 593-7474 14 STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANpAPD NI IM ER 401 700 N. MORENO AVENUE M9� 880--0222 EXISTING SURVEY MO N UME N T A T I O N SHALL BE CONSTRUCTED AT EACH INTERSECTION. LA VERNE, CA 91750 ---- - - I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD THATIzEvtsED sv4EETS 1 ,2,5,4 C S AS QOTEO ou S•4iD SWEET.1 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST ADDED C6QST9UCTIo1J ►.TOTE 28 THIS SWEET, Pft-: & RESPONSIBILITY FOR THE CORRECTION 0F ERROR AND OMISSION DISCOVERED IN THE FIELD ARE SHOWN ON THIS PLANS AND ARE DESCRIBED AS FOLLOWS: n r Ra.✓i Dd a d va V-rfi¢5 �' ¢¢ nof2s _S¢ �n?rn DURING CONSTRUCTION. UPON REQUEST THE REQUIRED n-LAN REVISIONS Qj �' SHALL. BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. "NONE" A/o arpAq /}G 4�P1-1M1T$ DESCRIPTION OF REVISION DATE APPROVED 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD DATED �� CLEAN DRD SON REQUESTERLY STATE, H�OUTHE GHOUNSPON CONSTRUCTION. SITE SHALL BE PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: w CIAM A. Mr ENzIE RCE 33922 CITY OF RANCHO CUCAMONGA 17. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS pc)FESS/o/p SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THETHE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: �``� p� A THE ROADWAY HAVE BEEN INSTALLED, ALL ONSITE IMPROVEMENTS INCLUDING !�' IMPROVEMENT PLAN COVER SHEET y, ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTAE3LE PARKWAY THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS- AND THAT AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY 0 ^h,�nTn� �nT�� nTr r�1n T�CCT T�C>C 3 No. 33922 COMMUNITY FACILITIES DISTRICT 01-01 SATISFACTION OF THE CITY ENGINEER. AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. * EXE 6-30-02 EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. j CIVN �� BASE LINE ROAD 4 1 1 r�r V rnr--1 n1 .urrn ,u n�nnn.urr uur., nrn. e -rc.�tj�i� ?WF EXISTENCE AND LOCATION OE ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE 1 , ., ROM 1050' W/0 DAY CREEK BLVD. TO 595' E/0 DAY CREEK BLVD. 'B7AINFE, BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING7-7 UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY 1' " "`f""` "+-��++� ++ :, . ., `''` V a r: _ pA?E. NG, I CITY ENGINEER MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE RCE: 24953�+"'�� "�-'�" "" ' _ . . . _ B E N C H M A R K C �� E -DVV.f N, I n c Dr- I91 F FOA TWE DRr\7 r, InN OF AND ANY DAMAGE '� T+R_c F LINES '1F, 7r. ��1 PEc v IF U I i H , R - -` - N0. 10052 ELEV. 1328.180 SR CONSl1LTANTS INC. SET 2" BRASS DISK IN CONC. CURB STAMPED MFO ENGINEERING-LAND PLANNING•LANG SURVEYING y12 J CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ��ii"� -..tea =._ "CITY OF RANCHO CUCAMONGA BM 10052 1987" DRAWN �?/! . t31. RfL CAN\'oN RoAr surf; 201 SHP I SANTA CLARIiA, CAIIFOP.NIA 91355 ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. LL�� h I_T�«, T[IV<< Tr, �r n. ♦urrn nriiru.n: .� ,..n�,,:.r..r.,T ru..r n.,,,, AT NORTHEAST CORNER OF BASELINE AND ROCHESTER PMRe (661) 257-6570 1 MT MFO Fa (661) 257 6577 OF AVENUE, 53 FT. NORTH OF EXISTING CENTERLINE OF . - U BASELINE AND 20 FT. EAST OF EXISTING CENIERLINE 33922 . ._ R.C.E. NO QQ FILE„AI iFORN�A OF ROCHESTER AVENUE. F7�WAM �nTE S-t -o✓ �E No 1lL 33 PROJECT SHEET NO. 3.2- OF (off IF SOUTH R/W NORTH R/W CONSTRUCTION 120, SOUTH R /W 120' TO 151' NORTH R EXIST. STREET IMPROVEMENTS 2'MAX. & VARIES 60' CSL 60' VAR.-64' TO 60' _�- �- EXIST. IMPROVEMENTS PER -- - -- -- - - - - - - - - - --- --- -- STREETR DWG NO 7126 CL - 13'_ 62' TO 47' _ _ �I '` ----- --- - - - -- -- VAR.- 51' TO �i - - -13 - - 47 47 lGRADDEN N 0 BUS BAY _ 8'MIN.&VARIES ( 11III�I. Cv.°50 5.50 �R. _ GRADE LINE AS VAR. V�R. j © -- MAX. SHOWN IN PROFILE 4'M{N9 140.1 104 QQ�'7 l SHOWN IN PROFILE r 0.2' MAX.- 2 5 * 0,43'TO 0.51' �7 2/. EVEL LINE 4- + - 5 - �- / ! 6w1 ' 3 4 1 REMOVE EXIST. AC. PVMT. --� or C�IAIT - ��: ,�1� EXIST. AC. FLITutZE t?'IEDTAU 0.2' Co�►STiz - AI QT.1. = 9.0, R = 72 i � 7 MOVE TYPICAL SECTION \ oEXIST. TYPICAL SECTION STA. 65+03.13 TO STA. 66+94.82 \ �C. STA. 76+56.01 TO STA. 81 +50.00 NOT TO SCALENOT TO SCALE I;�1�i.JLQ1 Isl AN[) (c>S c19F• ncoAnTldGNT AICJ:_ SS J.?nAn nQE_KJIhIC A nr- TAII 7 Is S T A F L13 T n C T dpi IInT SOUTH R/WCONST & ST NORTH R/W =� JOINS 0 STA. 69+67.79 F- 120' N ��% -- -- - - 60 _- _ -- - ,ice - - - - --- --- 60 0 ©�(o' VARIES: ---- Q 13' 47' -_ _ 47' o' mlu,5.9'RWC 13' .I r !0•5o GRADE LINE AS 1 1' maj. I 5.50' - MIN. GRADE LINE AS z EXISTING - -.- 4- (ta GROUND 1 J --- SHOWN IN PROFILE I - " SHOWN IN PROFILE ------ - -- ---- MAX. 7, 7, i 0.30' 0.55' 0.55' FUTURE ® •�; yam. t I EXISTING Z% LEVEL LINE 5 �P� 1310 - - - - 1310 17 , GROUND �. -� _� _ - _ -_ _% --- 1.7 3� _F4- OVE9 PIPE j 28 w� ' CONSTRUCTION NOTES 6 ASREQUIRED JOIN Q 1 MEANDERING _-__ _ __ _ _-. • v1A _ __ -_________ REMOVE EXIST. AC. P TORE -��x ACgO O1 CONSTRUCT A2-8 CURB &GUTTER PER CITY STD. PLAN 104 _EXIS TO MAIN UNTIL CONSTRUCT Al-8 CURB PER CITY STD. PLAN 104 SE N IS CONSTRUCTED ---- ----------- ----- --, O CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PLAN 103 CONSTRUCT ACCESSS RAMP PER CITY OF R.C. PLAN 102 & 103 1300 " 1300 TYPICAL SECTION _ _ - - w -- - � O CONSTRUCT 6" A.C. PAVEMENT OVER 6" AGGREGATE BASE MINIMUM p` __._ LIMIT OF SAWCUT AND JOIN _ A_ -_ O7 STA. 66+94.82 TO STA. 72+58.13 ---�-- -- -- o R NOT TO SCALE REPLACE AND RECOMPACT AC TO GRADE & ELEV. AS SHOWN 23 COLD PLANE 0.1' AND CONST. AC. OVERLAY OVER EXIST PAVEMENT (T,VARIES) Co1.OUS 1ST. 710.8 F L. 1 ( 1350--F ++ * PRELIMINARY, FINAL R-VALUES TO BE DETERMINED BY SOILS ENGINEER AT COMPLETION OF STREET GRADING too = Zo7 -6.f-S. SOUTH R/W ULTIMATE SECTION 1NORTH R/W --- I =3;7�ifs --- - -- ** 8" CF. ELEVATION SHOWN ON PLAN DENOTES, FLOWLINE OR FIN. SURFACE 120 TO 139 - - - - - - -- ELEVATIONS CONST -�1 ST FUTURE f- \ 1290 - - - - 1290 0 ® CouIzP.c.8" A.C. MrM MIZ ctTY of c. SD TPt&►U 60 TO 75 60' TO 64' - ' -- -- - --- - - - ---- -- 104 , TYPE vi-s. V RIES 2' MAX 13' 47' TO 62' �� 47'TO 51 © _ ms's 13 1, - ------ ---1-- - _ : __�_M___ .__ DESCRIPTION OF REVISION DATE CITY Q WIDENS 0 RT. TURN APPROVED: lI nl1u. � 5.50 --- GRADE LINE S�-=--- ,\ -�81 4 1� -. GRADE LINE AS z , �� • SHOWN IN PROFILE NAVIES - .1 =46 HOFIF.. I`= 4` YE>;T ------_----_ MAX, SHOWN IN PROFILE \ ` I I Z Q' Miu. 5.9 MAX. 0.81'- - , 2 6 0.66' z E.�,ID ?A\ISMEWT -------- Fu � Q - - 5 WIMWIKJCj AT 2 % 0.30 TO LEVEL LINE 1 7� S STA. ?4+42"19 , RE REVISED SCTE 10►JS:'To LIMWATE rrIEDIa.AJ STAGt. ' . S+03.13 ` ' - <eC.t94.8Z • OE.LETED 510614W-K SouTN -.,OE of gASE wwE;wrD�D E)(15-r.. GROD tiff - * 1.7 % S)DE8�15E L.IIJE STA. !e(n+94.$Z to 74}4Z.19 W: P. � �/O2 --- 6w FUTURE MEANDERING CITY OF RANCHO CUCAMONGA O ® bFEATNER AT JOIN - 6» AS REQUIRED A EXIST. CURB BEGINS ® STA. 74+42.19 i QRQFESSN /�� \ FUTURE _� \� �� 41, ley REMOVE EXIST. AC. PVMT. �� - EXIST AC. TO REMAIN UNTIL ��y STREET SECTIONS NORTH SECTION IS CONSTRUCTED �, 3 No. 33922 i:;� ,-" l- Exp 6-30-02 * COMMUNITIES FACILITIES DISTRICT 01-01 T. . 9.0 R 72 I � 'V« � BASE LINE ROAD TYPICAL SECTION CAI. STA. 71 +58.13 TO STA. 74+67.54 APPROVED BY: NOT TO SCALE A CITY ENGINEER RCE: 24953 BENCHMARK - DESIGN AN PRE FARE t; 3" RECUMM[NDE D DIAL TOLL FREE NO. 10052 ELEV. 1328.180 MFO SR CONWLTANTS, AVC. SET 2" BRASS DISK IN CONC. CURB STAMPED ENGINEERING-LAND PUNNING-LAND SURVEYING "CITY OF RANCHO CUCAMONA BM 10052 1987w DRAWN °S'' RiF CANYON RoAL� sul1L 201 SHEE 11 -800-422-4133 SANTA CLARIIA, CALIFORNIA 91355 AT NORTHEAST CORNER OF BASELINE AND ROCHESTER MT MFO PN." (661) 257-6570 2 AT T LEAS TWO DAYS AVENUE, 53 FT. NORTH OF EXISTING CENTERLINE OF Fox : (661) 257-65n OF 5 I'I BEFORE YOU DIG BASELINE AND 20 FT. EAST OF EXISTING CENTERLINE CHECKEI' ��--- R.C.E. NO 33922 DRAWING NO. ' OF ROCHESTER AVENUE. - � Z UNDERGROUND SERVICE ALERT OF SOUTHERN CALFORNW WAM DATE 71-o v nLE NO 1 3 •� 33 PROJECT SHEET NO. OFL4- U 5 W Oh x O W�� + z co U EXIST. TOP OF NLY CURB FO �of FTOP OF NL*Y CURBUTURE + t- W vzvW-(0.65 n m I two.o; o .1� Q U o EXIST. TOP OF 314 o d o C3 ole M h Of m SUkFAdE Oo NORTH MEDIAN CURB �© W M w 4.97 131.04 la n?lO o ExIONG SURFACE o cG 320 _ O.T. 1 - --- -59 jloJIIJ. _ b TOR Of NbRTM MSD N CU �w m o RC.B. 1 318 "' 'a ►� h �o L U01MATE H.GL= 311.40 _ + _ v = 5' -3104 O m tp + + w vJ �o Exrsr. C/L GRADE 315 I a w 0 1 31� b ^ o �� O V o �' 313 4 0 ltl 1 ..._.� -(_o! °' "' C/L GRADE (CRM LINE) ; - h o * o, 317 -0.459. A �o a I L 2 _ - - - - + + N CON . CE (CROWN LINE) S^ ` '? 1 h�' 9 - - --- -- OrG. In i EXIST. TOP OF m - - --- 314 b SOUTH MEDIAN CURB ' N m -- ^ 0. J - - - --- - 52% }� 320 0.9100 - - 0.55X vii r�j TOP OF SOUTH O IST. C/L GRADE = � -�-- b +^ MEDIAN CURB m V o ao Wv N m ,� 312 318 &i tri 3�4+ -3Q+1` -3Q- 99.00' _ p� + + + O --- -�, �-E- 20' O.C. -0.4 o w N � TRANSIPON CURB t1.51R 315 O vo 151.03' 40.27' 40.89 40.25' * T. A EXIST. TOP OF O a O.T. O.C. - O.C.O.C: 141.75' 313 I SL'Y CURB `� `O O O.C. cp w � k6 V Z w Q1 w w V � -(0.45 "� TOP OF SLY CURB r\` "� `v �" J 316 x�(sr, + � o CONST. 26.4 Ll .-18' RCP � -•0.44X � � ►� � o►-i V _0 O+ ^ 2000-D CONS- PIPE -CONN-M EXIST- Sl PER CITY STD_ PLAN 379 2 ® CONSTRUCT CONCRETE COLLAR PER CITY STD. PLAN 329 09..03' 36329 41.36' 132.28' 312 V O.T. 0 C. O.T. O.C. PROFILE SCALE 7.94' OT. HORIZ. 1"= 40' VERT. 1"= 8' 64 65 66 67 68 LINE DATA: 69 70 CURVE DATA: 71 72 7 3 ® COWS-MLICT S' A.C. >�m PEr CONS I RUC'n°N NOTES NOTE: ADD 1000 FT. TO ALL ELEVATIONS L/NE BEA RING D/STANCE CURVE DELTA RADIUS LENGTH TANGENT © CITY OF Z.C. STM. PLA-Ki 10 CONSTRUCT A2-8 CURB do GUTTER PER CITY STD. PLAN 104 L1 N 77'31'35" E 40.89' C1 00'48'19" 7492.00' 105.31 ' 52.66' loo , TYPE D1 s . � CONSTRUCT Al-8 CURB PER CITY STD. PLAN 104 # CONTRACTOR TO VERIFY EXIST. ELEVATIONS L2 N 75'29'53" W 7.94' C2 00'32'41" 2000.00' 19.02' 9.51' 03 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PLAN 103 PRIOR TO START OF CONSTRUCTION L3 N 8T57'46" E 131.04' C3 01'51'40" 2000.00' 64.97' 32.49' Q CONSTRUCT 6" A.C. PAVEMENT OVER 6" AB. MINIMUM o a L4 N 80'21'42" E 30.41' C4 01.05'47" 2000.00' 38.27' 19.14' a a Z'a 07 LIMIT OF SAWCUT AND JOIN -- ca - " -N N c� ® INSTALL 9,500 LUMENS HPSV STREET LIGHT BY SCE PAID do COORDINATED # # THE LIMIT OF SAW CUT $� COCD _ _- w _ �., 7a C6 00 56 49" 2 00.706 140.27 20.69' a BY CFD 01-01, W/ 8' MAST ARM PER CALTRANS STD. DWG. NO. ES-6B PLANING SHALL BE DETERMINED BY PUBLIC _ CONSTRUCT STREET IMPROVEMENTSO 09 EXIST. STREET LIGHT TO REMAIN C) f o a C7 10'37'24" 217.10' 40.25' 20-18' g�U o ,�?� 0 WORKS INSPECTOR IN THE FIELD TO PREVENT LOW y, o o N PER TTP. SECTION ON SHT. 2 Z N + 10 REMOVE INTERFERING PORTION OF MEDIAN CURB C8 01'05'00" 7496.00' 141.75' 70.88' �, �, in z r� cn cn / SPOT BIRDBATH CONDITION ® JOIN) � � � � � -- Q cs 13.52'26" 150.00 36.32' 18.25' z a x d o 0 C,O 15'47'55" 150.00' 41.36' 20.81' �ti► X z ? + C11 01'00'06" 7566.00' 132.28' 66.14' a N ,,�M W aw cI ao >` ' � - r -- Q 13 CONSTRUCT MEDIAN TAPER PER CITY STD. PLAN 108, L= PER PLAN W P6 U - o �j o^ 00 o i ` ^ J 13 s�au 3' _; - C" �' CONSTRUCT MEDIAN FLARE PER CITY STD. PLAN 109 -431 a)co o oM BASEo -' + �� - L=120 ® N!o EP . - -- _-. __ �r Y PLAN + _ rn f- + __- 14 REMOVE AND RELOCATE EXIST ST. LIGHT/ POWER POLE BY SCE Fr i �F 'mob ��- lii i �flr..rw•�- r �� r `1" sT ..- -- -i _ -__�-G �. � r EXIST. C.$G PaTLItE G.9 G. scq�: p - qpr 17 REMOVE SIGNS (VARIOUS), REFLECTORS 28 ® F(1TLJEE G. �• �-Exi ®1 ---- - - - - _-- _- - - -•-�- 4 _ _ _ P M A A TO GRADE ac ELEV. SHOWN 18 RE LACE AND RECO P CT C EXIST. STREET IMPROVEMENTS PER - �- �- -�� n n 40' 20' o 10' 20' 40' - - EXIST. 41" WATER © . # 31 .80 � _ o0 21 exls-r. �.��- :�. �z ,r; v � © REMOVE EXIST. AC PAVEMENT CITY OF RANCHO CUCAMONGA DWG. g CF. _ _ EXIST. STREET IMPROVEMENTS PER r r- o a EXIST. 41" WATER�AD5 + ___ _ W - _- T W 1 - - - - 8 5 - - - - c� v c� - -- , - - oIo 1 �J 1"=4Q' GRAPHIC SCALE C TO GRADE T10. 1418- SHT. 81 OF 11 fi _ _ * $ CITY OF RANCHO CUCAMONGA DWG. Z ## 23 U 14 2 18 14.3 m 21 ADJUST EXIST MH. WATER VALVES ETC. _ - 8 14. 4 o Nkr! i" 313.69 �' / / -- - 316.7fi 16.50 I� u = _ .�. 7 NO. 1550 SHT. OF 6 m 8 CF. o� o' -- _ + 315 25 + +� oo 2 vl o # 318.57TC �q( }� 21 - - •r 4 J1 _ __ © COLD PLANE 0.1 ON EXIST AC. PAVEMENT W �,Ol 317.89FC _ - - C13 �.•F -- - - f --- x' - Y T r @3 COLD PLANE 0.1' AND CONST. AC. OVERLAY OVER EXIST PAVEMENT (T,VARIES) r 316.791 N, 1 6. 4 - .( I(xi o' �t 318.53TC) �� 14 r * * FS F 1 1 1 j � �� " 1 7 W r' (1317.91 FS Z Q °' + / /mai -- F _ U .- c _ ---- - S. -- lV D _. W .�F - - - - - - - - U -{ - - W (^ �I ETED MED AN CurtB Co +03.13 to�+32. ;D6LETED COV PLAWE �;59.19 to N �J ,� # 316.00 CD --i+'rV6 # __--EDGE OF.�� + m + + Q + r m 5 O 1 •O Qlo9t00 y DELETED SIDEMIIu l( Sou1H SIpE OF SASE L4IE RGL�REDESi(sr1ED SLOPE ON X0/«0/02 EXIST.12" WATER- ' ' 7 1 °u EXIST WATER- i ^o 1 .81 r` ,� roE o I 9%D.• D 6 YIIISG. Nal 8 CF - Tot of S�oPE r m 8 CF. 14 1 r $ 1 8 CF. T Y - - - g -_ - ,�-� CF ; F ToP OF SLOPE �' -�- CF. 1 1 I IREVISION APPROVED CrT'Y O� RANCHO CUCAMONGA © ULTIMAI E > �; - - -i -- -- o -,t -- f_ �F r - - - -" -- - - - W pF E S S I z % R 0 - / m a - ---f- + a '� N N - --- - - - -- - ? e�G� A. ��1� STREET IMPROVEMENTS - PROFILE - CURVE DATA: j " o + z `o° ADDT'L R/W TO BE DEDICATED BY PEROTTI °G° v + o "IX _ \�P c�� C 12 09'28'41" 182.19' 30.14' 15.10' v 8 a _ 8 ' PER SEPARATE INSTRUMENT. o °? r8 w �? 1:7 W3No. 33922 BASE LINE ROAD ' W _ °° W Exp. 6-30-02 COMMUNITY FACILITIES DISTRICT 01-01 C13 180'00'00" 2.00' 6.28' - w v� - .Z * # C14 171.08'51 2.00' 5.97' 25.84' z o (r7 C�nADA1�l►lCZnlltr►jj S� C>'V�L \P C15 „'58'49" 473.46' 99.00' 49.68 lF STA.65+03.13 TO STA. 73+00.00 tl) Of CAl ` 3 j' APPROVED BY l _ _ DATE: v 1 CITY ENGINEER _ 1 _ R.C.E. N0._24953- ,� LEGEND BENCHMARK - DE,u,NE,_<,MMENDE SR OONSULTANTS, INC. V NO. 10052 ELEV. 1328.180 MFO O SET 2" BRASS DISK IN CONC. CURB STAMPED ___ -_ __ _ Enc+rzEEa N2•un,, YON ROA•LAND suavEnnc COLD PLANE 0.1 ON EXIST AC. PVM'T.- NOTE 22 REMOVE EXIST. AC.- NOTE 20 " DRWq �,yn Mr, 25322RYE °""Y°" R°�. 5°RE Z°' CITY OF RANCHO CUCAMONGA BM 10052 1987 SAMA CEAPIIA, CALIFORNIA 91355 HE E AT NORTHEAST CORNER OF BASELINE AND ROCHESTER MT/MFO Fox �666,� 2257-65577 3 5 OF AVENUE, 53 FT. NORTH OF EXISTING CENTERLINE OF NEW AC. PVMT.- NOTE BASELINE AND 20 FT. EAST OF EXISTING CENTERLINE HE "EL R.C.E. No. __33922 [)PAAI1Ni, Nu COLD PLANE 0.1 do CONST. AC OVERLAY- NOTE 23I � 3 OF ROCHESTER AVENUE. WAM DATES'-7-0 FILE No _ . .., PROJECT SHEET NO. 3 ¢ OF �4_ 0: Q) CONSTRUCTION NOTES T. TOP OF WILY CURB �i �i ®,, �I TOP OF NI-Y .MEDIAN CURB FUTL19E) � r• ^ _ (DCONSTRUCT A2-8 CURB do GUTTER PER CITY STD. PLAN 104 "�"� ^ b opi cab IR h b a ® u. . © CONSTRUCT Al-8 CURB PER CITY STD. PLAN 104 CN 314 ^ 31 N N �d _N ° ^ b u *� 3Q CONSTRUCT CONCRETE MEANDERING SIDEWALK PER CITY M. PLAN 103 34 _ v^ v v� LL °� o * EXIST. TOP OF N'LY ® CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PLAN 102 do 103 312 312, --- _ ,: ^ � oke * * w w CONSTRUCT 6 A.C. PAVEMENT OVER 6 AB. MINIMUM AST TOP OF N'LY CURB 3 2 - -_. v _-- "� v o ryo MEDIAN CURB N N 312 © REMOVE EXIST. BARRICADE - n • . O TOP OF WILY MEDIAN CURB e o p n W v --- (_0 85 07 LIMIT OF SAWCUT AND JOIN '�- 3 0 + 00 O p w /� N n ®m q% of � 310 ©® INSTALL 9,500 LUMENS HPSV STREET LIGHT BY SCE PAID do COORDINATED °� to h o, BY CFD 01-01, PER CALTRANS STD. DWG. NO. ES-6B -0.49 lL 31 ^ � Z h � ° `� � o 314 0 ® r\ v p LL + + +? p O e� p O m Q EXIST STREET LIGHT TO REMAIN o^ v ^ o p o p b o 10 REMOVE INTERFERING PORTION OF MEDIAN CURB ►� `' 308 °^° � °+' v 2+ oma + o O opo m 312 (/� p"� h ry p 121 ® ® ® ® v�i O+ p N O 11 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PLAN 300 -- PER PLAN - `O 208.66, ('PuTur6 • O W dt V, ►� O.T. CFS (FuTuRE� CFun,PE�, + 1© CONSTRUCT LOCAL DEPRESSION, CASE "E" PER CITY STD. PLAN 307 167.29' co 40,33 40.98 40.33 147.24 18.33 13 CONSTRUCT MEDIAN TAPER PER CITY STD. PLAN 108, L= PER PLAN IQZ, ^ O.C. O.T. O.C. O.T. O.C. 14 REMOVE AND RELOCATE EXIST STREET LIGHT BY SCE. fn p V 1 15 REMOVE AND RELOCATE PULL BOXES . W "� cV o, m a CONST. q GRADE 316 Z ^ ^ z N pry ^ ^ v h m o, 50' v� 16 REMOVE/ RELOCATE STREET LIGHT/ SIGNAL STANDARD PE1Z TtzAFFIC SIWAL P� q . (0 CONST. GRADE (CROWN LINE) - h � N � "� o ^ g O v o ry O cb N � S Sr. 0R DE(CR N UNE) 17 REMOVE SIGNS (VARIOUS), REFLECTORS, GUIDE MARKERS, ETC. + ^ � + o ''� 'o o� o� p o°'� oZ'^ o� P1.=308.63 314 W -0.50 ,� o + ,� o ^ki ^o�o 0 0 18 REPLACE AND RECOMPACT AC. TO GRADE do ELEVATION SHOWN W ^ e ^ +� �+ ^"��"� + ''� O ry po 19 EXIST. MH., FH., STREET LIGHTS, VAULTS, ETC.-(PROTECT IN PLACE) � -0.52% -0.50X � ^ °�° + �+ o� o� $^ 312 © REMOVE EXIST. AC. PAVEMENT 312 -044` 0 I � ^ ��; foo Np +� _ o ^ 21 ADJUST EXISTING MANHOLE /WATER VALVES/ METER/HYDRANTS TO GRADE 167.40 ao 2 W o^ o. . ® 200.00'e14 �' 310 r-u LTM) © COLD PLANE 0.1; ON EXIST AC. PAVEMENT V a U v O.T. ©3 COLD PLANE 0.1 AND CONST. AC. OVERLAY OVER EXIST PAVEMENT (T, VARIES) -4 o�^ W`O "� TOP OF SLY MEDIAN CURB �F )M ® 134.18 CkMee� 113.97 C FUTURZ) 3 8 m ''� of C5 O.T. O.C. C Z ® CONSTRUCT BUS BAY PER CITY STD. PLAN 119 316 Z ^ OF STY MEN ClRe �+''� �O � � O N� O pa �a a TOP OF S'LY MEDIA 45.68� ©5 CONST. PIPE CONN. TO EXIST. SD. PER CITY STD. PLAN 328 k6 M Ion ^ pry e ^ ^ O v Ccun �a, O.C. © CONSTRUCT CONCRETE COLLAR PER CITY STD. PLAN 329 -0.50 et � ') h O"� o �� O u) W e wry^ Oryn N C9 314 Q I'a '� o j p Q +"� + ^ p ory"� a ryy� Q O" O ® © CONST.18" RCP SD. 2000-0 SEE PROFILE ON SHT. 3 V^ to ^ v ^ tL + Il 4� ap ; O ^ O O p p !L -O a0 © O W %I n N v ao �� N U LLZ) z p "�!- F�os� o^ �oo �Or� O W 312 --• --__-- _._-.__ h LL LL; + �, o _• mow• �, v^ v o aoMRS � ry 312 C U RVE DATA: CURVE DELTA RADIUS LENGTH TANGENT et ry ry 0, •. - v -. _-31� CI 01'76'46" 7492 00' 167.29' 9J.6,5' TOP OF STY CURB O �'` O^ O Ci IzSO `--- - .©� V _____0C2 01'16 46 7496.00' 167.40' 8.3.70' 314 �� _a�� + � .� ^ O W p N h Q. © N m C13 01:3728; 7500.00' 212.63' 106..32' Q[ ^ V 308 C4 01'12'J6' 7504.00' 158.46' 79.2j, ^ + � O.� O � h o� Da C5 N ^ �''� TOP OF SLY CURB o O !�O O o,1 en W p W O /1 ry pt O C5 180'00 00" 2 00' 6.28' 312 � � ^ - o .} -{ nj p O � 11J p o^ V �� 0 ` Q ^ u + ') pp rp pt O j +LL C6 00 31 02" 2000.DO' 18.06' 9.03' ^ 41 O - �'n C7 01'49'15" 7500.00' 237.32' 118.67' ___---- v ►7 � CIO 03'15 54" 2000 DO' 113.97' 57.00' O 4 --_ va0 C12 02'4,3 44" 50.00' _.. O a 30.55' 55' 70.00' 54' S7. 1' C 34 &128.52'CFtJTi1RE i 2 �, � 308 C13 00,25-9,08" 200000' .34.40' 17.20' o) � O.C. O.C. O.T. .C. O.C. o.c. O.T. PROFILE SCALE C134 ® EP. 01.43'58" 2000.00' 60.48' .30.24' O.C. 16.x.46' W� ;� � � 106. 6'(FururEAL HORIZ. 1"= 40' C14 855054" 35.00' 52.44' 3255' O.C. 57.23 0. VERT. 1"= 4' C15 9,3'4126" ,35.00' 57.23' 37.33' - - - - - C16 01'14'16" 7566.00' 163.46 81.73' 73 74� 75 76 O.C. 77 78 79 80 81 82 C77 12:37'18', 18.308' 40..33' 2025' C ( _ u _3 (3 L' , © © © ® C18 00 08 24 75507.00 18..3,3 9. 17 NOTE: ADD 1000 TO ALL ELEVATIONS ,n oo N rn N ,,� J` v J C19 00 20 58' 749.3 00' 45.68' 22.83' N `� � �' N �' N `° * CONTRACTOR TO VERIFY EXIST. ELEVATIONS ~�`` �``q moi`` c20 00'4904" 745300' 106.36' 5318' ~ NIS C21 185579" 92.50' 3055' 15.42' M � '~' M 25 DAY CRE55K OLVP. PRIOR TO START OF CONSTRUCTION 00 � •'o o �Ii M M C22 1248'10" 136.67' 30.54' 15.3.3' 5' S' * * THE LIMIT OF SAW CUT & COLD c23 120370" 27.333' x751 2886' 14' o� Z F-! �__ PLANING SHALL BE DETERMINED BY PUBLIC s 5', °° EZ - Q I- WORKS INSPECTOR IN THE FIELD TO PREVENT LOW 14 r � N oo '�'.n 6 Lr '� (3 o a � EXISTING IMP NTS P R a 4T N N o z o , SPOT & BIRDBATH CONDITION @ JOIN) - ; im L/NE DATA. a6 ,•i ' r- N a .�cn z ci E I CITY OF RANO 0 CAMO GA co c•iI� o v po v `n `D Q cow --� `n W DWG. N0. 16$1 2 11 '-i N '`� n LINE BEARING D/STANCE + + + + o ** * SEE TRAFFIC SIGNALIZATION PLAN. S N tD U t` + L1 N 86'00 11 E 400.05 DETAIL A EXIST. 78" RCP SD LINE ---- yl� '- r ~ o Q o " s �u r N + r N + (]Cwt rr n �,, P W N 71 �.� Iz L2 N 86'00 09 E 199.63 PER DWG. O. 16 D v c�i ao' oo_ ao ao " , NOT TO SCALE SHT. 1 OF 1 d ' w r Q "' CONSTRUCT STREET IMPROVEMENTS DETAIL 'B' L3 N 86.00 09 E 208.66 N N 3 _ L4 N 86'00'09" E 200.00' NOT TO SCALE L5 N 85'12'06 E 134.18' O EX. ST. IMPROVEMENTS PER CITY 0 o � W � _� r � � . Y PER TYP. SECTION ON SHT. 2 =: �,- " � '� EXIST' R/W L6 N 8T35'04" E 147.24' RANCHO CUCAMONGA DWG. N0.1 �' 19 a �� x w O SHT 2 OF 6 AND DWG. NO. 5 1` � ECR w of W v_ \_,'� ^ L7 N 84'16'11' E 128.52' o SHT 2 OF 39 - - -- ID 4 � --Z_All J_10N BA 'E L,-INE ROA[J ® ,3Q! 404 rr�� - Z w Q _ L8 N 86'00'09" E 70.00' M� U LT4MATE -R/W - - - d m ,n \� f �' _ _ - -4.,=rL:c�r n�a �I It r ---- " _ L=120 �Ftt 1'c ItzE� L9 N 86'08'35* E 197.59 - -- - _ u� -- -� -- - --- -- - _�`- a 110 N73'25'00" E 40.98' EXIST E.t?Qz Prof, Ac.bE� W ^ � 311.40 TC , 3 31 U + o c i c� m I•- ' w o,. Q ( , O U C� �, N N d + ~ 31 .1 EXIST] ST. IMPROVEMENTS PER - - U �Q --- - = -Z- --- 28 © - / CF W o � o � CITY 0� WHO CUCAMONGA --m r a �n o 1k 308.64 _ .EX.41 WATER 8 C 7 ,., �„ 1 6, SHT 3 OF 5 f ----� -- _ EX. 8" SEWER 8 CF. goo0 o i, Z 31 1.01 co +U ca + v - - - 0 0 _ $ 27 313.69 0 0 1 �, � o i � ui � v . 7 ®, } g U o a C � - N 8 cF. + ® a 10 +c5 310.16 v (309.71)* 309.63 C 8 CF - 00 _4C1 =` - C6 v 31 .06 I00 0 (FUT) 310. 3 + oo C FuT + r m w + \ • /' ^ 31 - �► +w 8 CF {o o ST. FS r 10.66 r� FS �s IRB TO RIMAIN 308.60 W neo f�i �Q 5 �4 - - 0-v t < FS C6 FS; 76+00 -._ v41L^ -- r � - - - _ - -- 13 CF , - , /rte -rn S - Q (o C �� I 2- / ✓ - - - � L-CTED MEDIA.J GUE8 STA. 7 } o 81+5� FUTuKE ImPRovF.Y 6ijT r� _ �� .�� aN QDD6t ETED 51VEWALK AT SouTH SIVE OF 5ASF_UIrJEi ZEV15FD DETAIL 'a-; 1 � ,0; % % C ' �" _- SCALE-T - 40' ' / _ ...Q _ 1 / >� ' :. ,, - % NW DESCRIPTION OF REVISION D�1E ' FS. EDGE OF �-g'� - / �; 8 40. APPROVED --- LAJv PAVEMENT - }--} 15 r t - - - L r f� Q E �' 9' R' Z �� 40' 20' 0 10' 20' W c" 0 17L66 +m 15 21 W.V _, � + 1 7 _ oo PAVEM $ CF. f L 309.75 - Y F , o - ENT �' " � ''�0 1 t ao Ra�H r_ SCALE (� o � Ex. ,2 �38A) r ;F.7 - 4 1 ,o - �� ,_ r- 1 ;�ao CITY OF RANCHO CUCAMONGA 1 ® - " WATER 15 21 1 Z F L F L C 13A - - - � - 1 m-z 8 CF l '41 O _� CF } .. .63 1 - L - o OFESS/ r _ -- _ 11.32 8 ` -; 8 cFa - �' m ' .3 _ �, - p OAF A �Nq� STREET IIN!PROVEIIEt�IITS - PLAN AND PROFILE 311.53 FS 311 13 � © - �, X �1n _ G,11 �`�� EGF I c W FGPI 19 ®- - �� =� �� z s o z 3, . e z BASE LINE ROAD k h w p ---- �, - 1 Q, Lj�I�rA� ^ 'C14 +w 1 i 19 o No 33922 G ® o �� _ � �� N Z + * Exp s-3o-o2 * COMMUNITY FACILITIES DISTRICT .01-01 _ + r r` r` m `D of Lr, Cico a + * �. " �o + a� > Q' a O � 5 S Q U LL 01 O I r` + r` � w l C � �r �r�LL n+ > STA.73+00.00 TO STA,81+50.00 o �. R co + a � 00 + w w rii� V Q + U ao moo Eii rn LEGEND " " "W F 9J` Z j '� „ �_ r` m r` W r` t` c0 _ _ 2 2 vt 4_ _ CAS Q r, I 11 a ¢` X w � ' Nm raFFR1wEC a, _ - DATE: 3 ADDITIONAL R DEDICATED BY w 1 F- L o * I i 1 / �`' , DOCUMENT N0.20000087681 19 ' �/ REMOVE EXIST. AC.- NOTE 20 Q ��`, 3 CITY ENGINEER _ _ -__ _--_ R.C.E. No. 24953 LJ Q - R W DEDICATED BY PARCEL g BENCHMARK �'E��" kE.�IrrM[N[Ir > �C /�. MAP 15641 SR OONSULT/e►NM, SNC. ADDITIONAL R/W TO BE DEDICATED 45E �, ! N0. 10052 ELEV. 1328.180 MFo I LINE R � � , TO BE DEDICATED BY CUCAMONGA NEW AC. PVMT.-NO S5 -- -- - ENcrNEz�� RUN�oar rRoU LAND suavEr�Nc BY PEROTTI PER SEPARATE 12 ----- - Gbl�l ST ,�qJ / v ® " SET 2 BRASS DISK IN CONC. CURB STAMPED ,u�. sunc zoo INSTRUMENT - �� 220- LP PER SEPARATE "CITY OF RANCHO CUCAMONGA BM 10052 1987" JPA"I" "�'A° "" SAN,, C�.,R111 CALFORNu 91355 SHE 1 /Vi-77 (l + / INSTRUMENT. AT NORTHEAST CORNER OF BASELINE AND ROCHESTER MT _ .0Ph, ' I66 257-65" 4 of _ 5 -� 1 1 1 SEE SHT. 5/14-DWG. N0. k COLD PLANE 0.1' ON EXIST AC. PVM'T. 22 AVENUE, 53 FT. NORTH OF EXISTING CENTERLINE OF x O BASELINE AND 20 FT. EAST OF EXISTING CENTERLINE HE c h:E ; t kAwi"" Nu OF ROCHESTER AVENUE. DATE 7-o +� FFILEENo0 - 33922 3 3 DAY CREEK BLVD. WAM l� - FILE I:\PROJECTS\922-001 CFD 01-01\922-037 Baseline St. Plans\st-pin-baseline-sht4.dwg PROJECT SH T" NO. 3� OF�4 BAHIGHLAND AVENUE S E � i N E VICTORIA PARK LANE R 0 A D 12 ' 3 W W z BASE ��NF p = ROAD NY 1 Z U Q W Y a Z ® Dct � W GRADING PLAN GENERAL NOTES w � (�) Z �t O S J � o Q 1. ALL WORK SHOWN HEREON SHALL BE DONE IN ACCORDANCE WITH THE CITY OF RANCHO p D CUD n Q YZ CUCAMONGA STANDARDS SPECIFICATIONS, AND APPENDIX CHAPTER 33 OF THE 1998 0 --C O � 11 Li O CALIFORNIA BUILDING CODE (UNIFORM BUILDING ). m < 2• PRIOR TO THE START OF GRADING ALL EXISTING VEGETATION AND DEBRIS, INCLUDING Q CHURCH STREET EXISTING STRUCTURES, FOOTINGS, FOUNDATIONS, RUBBLE, TREES AND ROOT SYSTEMS O Q 3 SHALL BE REMOVED FROM THE SITE TO THE SATISFACTION OF THE SOILS ENGINEER. C H U R C H 0 Q AFTER REMOVAL OF DEBRIS, AND EXISTING FILL OR DISTURBED NATURAL SOILS SHALL BE 6 U 0 EXCAVATED TO THE SATISFACTION OF SOILS ENGINEER. - --- 8 O 4' THE SOILS ENGINEER SHALL THEN INSPECT THE EXPOSED SOILS, AND ANY ADDITIONAL S T R W OVER EXCAVATION SHALL THEN BE MADE IN ACCORDANCE WITH THE SOILS ENGINEER'S RECOMMENDATION AND AS CONTAINED IN THE SOILS REPORT. 5, THE EXPOSED SOILS SHALL THEN BE SCARIFIED TO A MINIMUM DEPTH OF 6 (SIX) INCHES, BROUGHT TO PROPER MOISTURE CONTENT AND COMPACTED TO AT LEAST 90% OF THE Y VICTORIA PARK MAXIMUM DENSITY, AS DETERMINED BY APPENDIX SECTION 3005 OF THE 1998 CAUFORNIA BUILDING CODE (1997 UNIFORM BUILDING CODE) OR EQUIVALENT COMPACTION SHALL BE Lv OBTAINED BY METHODS SPECIFIED BY THE SOILS ENGINEER. 6. IF ANY UNFORESEEN SUBSURFACE STRUCTURES ARE ENCOUNTERED DURING THE W 10 SHEET INDEX MAPOfCONSTRUCTION THEY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE SOILS ENGINEER AND BUILDING DEPARTMENT BEFORE PROCEEDING FURTHER. U 1 = 500" FOOTHILL BOULEVARD 7. THE CONTRACTOR SHALL TAKE PROTECTIVE MEASURES SO AS NOT TO CAUSE ANY MUD, SILT, OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR ADJACENT PROPERTY AT ALL TIMES VICINITY M A P DURING CONSTRUCTION. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHOD LEGEND: THROUGHOUT THE GRADING AND BUILDING CONSTRUCTION OPERATIONSNOT TO SCALE 8. PRIOR TO THE START OF ANY BUILDING CONSTRUCTION THE CONTRACTOR SHALL FURNISH T.B. TOP OF BERM THE CITY WITH C 11FICATIONS FROM THE CML ENGINEER AND SOILS ENGINEER THAT F� BUILDING PAD SUBGRADES ARE WITHIN 0.10 FOOT OT THE APPROVED PLANS AND THAT THE } G.B. GRADE BREAK PROPER COMPACTION AND PREPARATION HAS BEEN OBTAINED. Q S.G. SUB-GRADE 9' NO GRADING SHALL COMMENCE WITHOUT OBTAINING GRADING PERMIT AND NOTIFYING p - - -SS-- - EXISTING SEWER GRADING INSPECTOR 24 HOURS PRIOR TO START OF WORK. 10. RESPONSIBILITY FOR GRADING AND INSPECTION SHALL BE ISSUED BY THE ENGINEERS OF > > - -W - - EXISTING WAS APPROXIMATE EARTHWORK OUANTITIES. WORK IN ACCORDANCE WITH APPENDIX SECTION 3317.2 OF THE 1998 CALIFORNIA BUILDING CODE (1997 UNIFORM BUILDING CODE). III dh SIE DAYLIGHT UNE /� ��W CUT - 4+ 390 CUBIC YARDS 27184 11• THE SOILS ENGINEER SHALL ALSO BE RESPONSIBLE TO VERIFY AND REPORT THAT PROPER //�� COMPACTION HAS BEEN OBTAINED BY SUBCONTRACTORS AND AGENCIES CONCERNING UTILITY C _ CUT/FILL UNE Z_ RAW FILL - 234,600 CUBIC YARDS 2i 5.09D LINE BACKFILL INCLUDING, BUT NOT LIMITED TO SEWERS, WATER LINES, ELECTRICAL, GAS F AND LANDSCAPE IRRIGATION LINES. APPROXIMATE LIMITS OF 12. CERTIFICATES OF FINAL LOT GRADING ARE TO BE SUBMITTED TO THE BUILDING AND SAFETY GEOLOGIC REMEDATION DIVISION PRIOR TO FINAL BUILDING INSPECTION. PER SOILS REPORT 1 REXCAVATION - 3459 CUBIC YARDS 3553�iZ 13' AN AS-GRADED GRADING PLAN AND CERTIFICATION OF COMPLIANCE WITH SAID GRADING EARTHWORK QU ES SHOWN ARE FOR PLAN CHECK PURPOSES ONLY. CONTRACTOR SHALL VERIFY QUANTITIES AND SUBMIT PLAN - R BE SUBMITTED A THE BUILDING AND SAFETY COMPLIANCE DIVISIOPRIOR TO RELEASE E OF ROPOSED SLOPE IN WRITING TO THE ENGINEER THE RESULTS OF HIS CALCULATIONS PRIOR TO THE COMMENCEMENT OF GRADING OPERATIONS. GRADING BOND AND PRIOR TO FINAL GRADING INSPECTION. 14• PROPOSED CONTOUR ALL SLOPES EXCEEDING 5 (FIVE) FEET IN VERTICAL HEIGHT AND EXCEEDING 5:1 SLOPE 14� ARE TO BE PLANTED WITH APPROVED PLANT MATERIAL AND PROVIDED WITH APPROVED � GEOTECHNICAL REPORT WATERING SYSTEM. 21. THE UNDERSIGNED CML ENGINEER WILL BE RESPONSIBLE FOR PROFESSIONAL INSPECTION EXISTING CONTOUR — IN ACCORDANCE WITH APPENDIX 3317.2 OF THE 1998 CALIFORNIA BUILDING CODE (1997 15. TO ADJUSTMENT OF ELEVATION SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE UNIFORM BUILDING CODE). BUILDING OFFICIAL AND THE CML ENGINEER OF RECORD. ( REFER T0: PRELIMINARY GEOTECHNICAL INVESTIGATION COMMUNITY FACILITIES DISTRICT (CFD) IMPROVEMENTS PLANNED IN STATE UC. NO. C.E. A A/� /� CONJUNCTION WITH TENTATIVE TRACT 15974 CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO, CALIFORNIA, DATED 16. ALL P.C.C. WATER CARRYING DEVICES WITH MINIMUM SLOPES LESS THAN 0.5% WILL BE SECTION DECEMBER 7, 2001 AND ALL SUBSEQUENT UPDATES AND SUPPLEMENTAL REPORTS. WATER TESTED PRIOR TO FINAL FINISH. ANY RESIDUAL PONDING IN EVIDENCE AT TIME OF 22. IN REFERENCE TO NPDES REQUIREMENTS THE UNDERSIGNED CERTIFIED ON THE THE 4. J INSPECTION SHALL BE CAUSE FOR REMOVAL AND REPLACEMENTS. FOLLOWING: 17• ALL WALLS OVER 3 (THREE) FEET IN FINISH HEIGHT REQUIRE SEPARATE PERMITS AND ❑ A NOTICE OF INTENT (NOI) IS NOT REQUIRED OF THIS DEVELOPMENT EXIST. MANHOLE INSPECTION. ❑ A NOI HAS BEEN FILED AND THE WDID NUMBER IS 18. ALL WORK WITHIN PUBLIC RIGHTS OF WAY REQUIRE SEPARATE PERMITS AND INSPECTION ISSUED BY ENGINEERING DIVISION. 19. GRADING CONTRACTOR SHALL NOTIFY THE SOILS ENGINEER NOT LESS THAN 72 HOUR IN PRINT NAME SIGNATURE UTILITY CONTACTS: i CV1 gF S%11,6 07- /2 -y,e(7 ADVANCE OF THE LOCATION OF ANY SOILS PROPOSED FOR IMPORT, EACH PROPOSED CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. IMPORT SOURCE SHILL BE SAMPLED, TESTED, AND APPROVED PRIOR TO DELIVERY OF TITLE/CAPACITY (ENGINEER, DEVELOPER, GENERAL CONTRACTOR ETC.) SOILS FOR USE ON THE SITE. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (626) 969-7911 DESCRIPTION OF REVISIONDATE APPROVED 20. WE HEREBY CERTIFY THAT WE HAVE REVIEWED THIS PLAN AND THAT IT SUBSTANTIALLY ATTN: MR. BOB STAWNGS CONFORMS TO SOILS REPORT NO. GENERAL TELEPHONE (800) 483-3000 CITY OF RANCHO CUCAMONGA DATED AND LETTER OR REVIEW FOR (JOB ADDRESS) DATED PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: SOUTHERN CALIFORNIA GAS COMPANY 800 427-2200 RES. GRADING PLAN PREPARED BY: COMPLETE DITIONS 9641 SAN BERNARDINO ROAD 8003 427-2000 COMM. Q�p�ESSIoN DURI�c THOS OURSE OF CONSTRAGREES THAT HE UCTION 0 MTHI�PROJECT.LE AND INCLUDINGSAFETY RESPONSIBILITY OF ALL RPERSONJOB SEAND NP PROPERTY: RANCHO CUAMONGA, CA 91730 ��O q F\ COMMUNITY FACILITIES DISTRICT 01-01 THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 y WILLIAI PHASE 1A THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY 9641 SAN BERNARDINO ROAD W AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. RANCHO CUCAMONGA, CA. 91730 cc 33922 DETAIL SHEET EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. COMCAST (909) 983-9895 * Exp. 6'30'Ov 1205 DUPONT STREET MR Q APPROVED BY: DATE: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE ONTARIO, CA 91762 CITY ENGINEER R.C.E. NO.,:F OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING _-- WDL TOLL FREE MARKS CABLEVISION 909 987-6275 B E N C H M DESIGN RECOMMENDED UTILITIES EXCEPT THOSE SHOWN ON THESE PIANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY 10808 FOOTHILL BLVD. #120 9093 880-0222 ,ic $R CM"_MTAffM M 00-422-4133 MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE RANCHO CUCAMONGA, CA 91730 N0. 10052 ELEV. 1328.180 -__.--- _ - -__ ENCFNEER1k,TunD PLANkttY_:•wro wRVEnNc LEAST TWO DAYS PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. SET 2' BRASS DISK IN CONC. CURB STAMPED � DRAWN axe.Tnwrs �- �DRE YOU D� 25M RYE CANYON ROAD. SURE 201 METROPOLITAN WATER DISTRICT (909) 593-7474 CITY OF RANCHO CUCAMONGA BM 10052 1987 SAMA cuRRA oua 7-s ns55 sHEE r ( ) .hen. : ••1 257-•s7o LNOERGRM kM 0: MOM 700 N. MORENO AVENUE 909 880-0222 AT NORTHEAST CORNER OF BASELINE AND ROCHESTER _ RM WT iex : ••� 257-.577 1 OF 11 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE -- --- --- - --- ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. LA VERNE, CA 91750 AVENUE, 53 FT. NORTH OF EXISTING CENTERLINE OF CHECKED DRAWING NO. BASELINE AND 20 FT. EAST OF EXISTING CENTERLINE Mc ENZiE R.C.E. No. ___ 3W22 - ' 33 OF ROCHESTER AVENUE. WAM DATE S-r-•v-__ -- nLf No. _ 922-001 FILL is\PROJECTS\922- 001 CFD 01 --01 \922- 019 DC GRADING\Minimal CFD Grading\60- Scofe Plons\rf- grod_sht- I.dwg f:�'N-t ee4 sheaf of 0 2 ROW 3' HIGH SANDBAGS # BARS (GALVANIZED) 6" O.C. SPOT WELD ELEV.LAN PER P BOTH SIDES. PL 15' BERM 15' 3 ROW 2' HIGH SANDBAGS 20' ELEV. ANPER ELEV. PER PLAN TOP VIEW 1 6" CONC/GUNITE W/ 6-X6- 6' N.T.S 3 3 #10X#10 W.W.F. oO ELEV. PER PLAN GALVANIZED 42" C.M.P N 2 ROWS 3' HIGH 0 12 GAGE RISER. Q Q Q Q SANDBAGS SECTION 1 18 6" CM � o o � FL. ELEV. CUT 2"X6" SLOTS a o m o ER PLA 36" CMP � EQUALLY SPACE 18" 2 `� 18" w (4 ROWS) m GALVANIZED 42" CMP L_ O O CV 2 GAGE RISER 3:1 3:1 ONE ROW SAND o N 'f' 12" SLAB CONC. ONE ROW SANDBAGS BAGS ® BOTTOM AT BOTTOM CUT 36" CMP & FILL WITH CONC. GALVA NIZEDGE2" C.M.P. FLUSH IT WITH 3:1 CONE TO FLOW LINE FACING SLAB TEMPORARY EROSION CONTROL A SECTION 1 rA� OUTLET DETAIL 2 NOT TO SCALE 2 NOT TO SCALE R/W PUBLIC STREET RESIDENTIAL PHASES VARIES PER STREET PLAN RIGHT OF WAY 15'-0" FlNISHED STREET ELEVATION GRADE PER PLAN VARIES 3 i GRADE � � GRADE 1 PER PLAN ` PER PLAN �1ld --a21 � ELEVATION PER PLAY PROPOSED STREET UNDERCUT CITY DESCRIPTION OF REVISION DATE APPROVED CITY OF RANCHO CUCAMONGA B TYPICAL STREET UNDERCUT SECTION EROSION CONTROL BERM DETAIL (""c ROUGH GRADING PLAN NOT TO SCALE 2 COMMUNITY FACILITIES DISTRICT 01-01 NOT TO SCALE QF ss�oASE lA , DETAIL SHEET yQ WIW IRILAJN f1 r;-, 1 APPROVED BY - DATE: S 1' e 1�r — 1 - 22 � CIIY ENGINEER R.C.E. NO.o'xW03� DESIGN SR CC�TAFlTS� RECOMMENDED DIAL TOLL FREE CML \! J C. aakFf RiNc•Leo PLkRw. c•LmD suwayw 1-800-422-4133 qOf 1� C�l DRAWN j5 25322 rt C aofo, 91 501 SANTA A.� `"`�`°f"" ""' sHEF AT LEAST TWO DAYS . ,. : 237-6570 BEFORE You ac R.M. �w i°, 257-4577 2 of 11 LRVERGRW SEW kM OF AWN WOW CHECKED WRI M A. McKENZIE R.C.E. NO. 3N22 DRAWING NO. -- -- -- - W.A.M. DATE _ ��I�O'✓ FlLE N0. _1533 2-001. ._. J.GB 03/21/01 FILE I:\PROJECTS\922-001 CFD 01 -01\922-019 DC GRADING\Minimal CFD Grading\60—Scale Plans\rf—grad_sht-2.dwg �roj 1!c t 5 h e-of OF � � Uv I + � Q A j j to �/Ixz,/ MR, -- + i R O A p PROJECT BOUNDARY l 1 III to + i o j EXIST. 15 SEWER + i 2% qhAj12 + 136' �' + EXIST. 96' RCP STORM DRAIN Q t . 0 - - I , Z 0 ` m PROPOSED 8' X 9' RC I I STORM DRAIN BOX PER CFD I U I I 01-01, PHASE IA I I I III t 0 II N I I - - - - - - - --SS —� a O 12 Q 9 1290 0 o a o 0 a _ `. ::•�, 1288 I 2 "' \N F 10 � 28&-- 12 go. r19p CITY 12 •� TB• � 4y� DESCRIPTION OF REVISION DATE APPROVED 1283 `•y ~� '/ Z �Q`` � CITY OF RANCHO CUCAMONGA / y WILLIAM AM I �' GRADING PLAN 12%,�, �• o _ / / / * -3o- O ' ITY FACLnES DISTRICT 01-01 • .F _ ti / / /// CIYIL '106 •� __ - --- .� ; ,/ `'Ne chi► PHASE 1A Of CO LINE 04roll- ,- - .- VARIEss-� _ - i i PLAN SHEET APPROVED BY: DATE: - Q S E E S H E E T N 4 . 5 C" ENMEUR _ �� _ R.C.E. NOaWs} DESIGN RECOMMENDED DIAL TOLL FREE OR CONSILTAM NC. 1-800-422-4133 JX SR .LAMI) .w,o S,RYEYM AT (EAST Two DAYS , . . . . . DRAWN zs � WA. C FO 91 ion �� p� 60 30 0 30 60 120 °�"'''"J5 «'''�,��"'« SHEET 9 A� 9 CONSTRUCTION NOTES: CONTRACTOR TO VERIFY UNE AND GRADE IN THE FIELD. J.S. / M.T. `°' «+; 2°�-'�" 3 of 1 FACILITY IS TO BE PROTECTED IN PLACE AND To REMAIN GRAPHIC SCALE CHECKED _ wtiww A. R.C.E. NO. 33922 SWING NO. OPERATIONAL THROUGHOUT THE ENTIRE GRADING OPERATION. SCALE : 1"= so' w.AM. DATE _�� ..w _ � No. :922-ooi_ / 833 FILE I:\PROJECTS\922-001 CFD 01 -01\922-019 DC GRADING\Minimal CFD Grading\60—Scale Plans\rf—grad_sht-3.dwg S hw r-+ 31 O 1286.0 / S.G. 12 1 ss SS —. 6 _- -- - - - — — — —_SS o 0 S. � � , EXISTING 15":75 EXISTING 15 SEWEREXIC _� 12 SEWER PROTECT 00 Q S IN PLACE a p o 0 a C) o 5' !� p o O 0 � o 63' I 12 EXISTING 15" SEWER 1 �� C4 — V) DKdJGHT 12 LINE S. Ld _ .. DAYLIW --- t --- D UNE , - _ _ ♦ �...fr... UNE 12 c>> Cf j o o Q O 1284 12 I 1281 ♦ �. '1 "'� S. I II i �` 281 --j-" 1280—. .._,!. — -- S I 3 S. -— -- 4 279 -- BREAK — '' /�_ _ --- -- ------- OF BERM = 1 .0 I ♦ — — — ` --- -- r 1278 - -- � 81.° o �ARIEg� > 12 O oo C .�' �. \ ♦ �' ,/ ^.> > o C S.G. Y N I 0 fit! ILo • 12 � P 1277 .`C � , 4j �� / /'1 •� ,. A. 14 .0p WCome 1275 12 �� / / / a+ S.G. II DETAIL B '- 7 - DETAIL 21275 135@12 4 � �O _ � ,�O VS ----_ '�' 4' �,• yh. c�• 1�( 'L1 F�'• 31 /' �'' / / / / 1274 J lltom_�j -L 0. 12 ------ 1275.0 - / / moo —L 12 -- - - -- - - - - - - - �+ - - - - - - - — - s EE s HA' E T N 4 . 3 2 1284 �•� tib✓ T�0 _ � � 1 O .......� 1283 �'� •"•�` // / / 282- _.J.9% .10 LKW UNE `. ��2 $ ✓ ____ 1 /// 20 / .�• VA 1 ———— .� RIES r ,�� • /� ♦ le '0 .01 MAW. 0 3:1 II �_ �' _ — ► \ 1 — TOP OF BERM = 1282_0— �1O l B?0 VARIES Q� — ' PROPOSED 8'x11' R.C. -- - -- - —_ — — _ — --_— — •,.,rte - — -- — — - — -- --_� = STORM DRAIN BOX PER 71 - - - - - - - - - ' �'t - - -- - - -- - - - - - DETAIL B CFD 01-01, PHASE 1A • G• i aK N� ,275 \ 1274 a-- .G. Q O 1 3 R� N co DAYLIGHT UNE 72, 2 27 ��'3 S 12 5 . 1 1 S. 1272 C 12ate1 1 1 f 00,.R., w • APPROXIMATE UMITS OF EXISTING WETLANDS. S G. CONTRACTOR TO MAINTAIN DRAINAGE FLOW AND LQ Q KEEP WETLAND PLANTS ALIVE UNTIL CFD 01-01 PHASE IA STORM DRAIN IS FULLY OPERATIONAL 12 S. 12 I S bts DAYLIGHT UNEtom' n 1% N I 58' s. 58' 12 S. ,2 D �QaokEssioNq� Z I y� wILLIAM IN Fy C4, r1i . 33922 O moo• &X*-* cla = 263 126 .G. S.G fCA0 10 UI 1262 CITY 1262 60' S.G. ATE. 'I DESCRIPTION OF REVISION APPROVED - 1261 iIT ll CY OF RANCHO CUCAMONGA S.I. i I ROUGH GRADING PLAN S.G. I'I M C RY FACILTIES Dt�'f RICT 01-01 PHASE 1A PLAN SHEET E S H � � T N p 46PLAN BY: DATE: Q DvZ CITY ENGINEER —_-_-._ R.C.E. N0.-I'w -'1 DIAL TOLL FREE DESIGN N CO TAM W. RECOMMENDED 1-800-422-4133 CONSTRUCTION NOTES: _ EN MEFRIMG•LAND PLANNW•LAND SURYEYW AT LEAST TWO DA 1 CONTRACTOR TO VERIFY LINE AND GRADE IN THE FIELD. 60' 30' 0' 30' 60' 120' DRAWN � 25322 RYE CAWYON ROAD. sure 201 � OI I I ASUM CLWTA. CAL MM" 913M SHEET FACILITY IS TO BE PROTECTED IN PLACE AND TO REMAIN - : (�')) �7 urro -iS70 _ OF LWDRU kM OF ray ck� OPERATIONAL THROUGHOUT THE ENTIRE GRADING OPERATION. J.S. M.T. v@ : (M�) Zee-sen 5 11 GRAPHIC SCALE CHECKED WU- M A Md(EN E R.C.E. NO. _ 3.922 DRAWING N 3 SCALE : 1"= 60' WAM. DATE _ 1:.Z-Q FlEE No. 922-001 FILE I:\PROJECTS\922-001 CFD 01 -01\922-019 DC GRADING\Minimal CFD Grading\60-Scale Plans\rf-grad-sht-5.dwg 09 �ro�1°e-+ ele+.4 = — w✓ %J0,11 g 1265 .0 I i III I II I I / P16POSED 8' X 11 R.C- ( I 1264 ORM DRAIN BOX PER SG I CFD 01-01, PHASE 1A I 1266-,c i ----- - � 117411 54 1 I I t I � �; I 2 � I I w DAYLIGHT �' � I r- I - uw i III I < I I Z I ✓ z ( 0 LL 163 8 DETAIL •.( I 1 1 t1.. 2 x > o I - o LL J I oAYLIlGHT 0 I Q UNE ( \ I I Q I I v = � 1�.6l\ f GRADE __ ✓ c ?6. I V = Z — BREAK \ 1 �O I I I r^_ • ,1� .�, IL 260. tih S.G. I - - ��^^ CSI I I 1 �j• i 1260 � S.G. �I IDAY -a►..i 1 / / T CHANNEL ROCSS, 1 ,c" t5' T•8 v= S j ` i I I I to I w m I II � ' o� I &RE / 125810 i W I O — - / --- SG a ti �tyFEssl C y � I —� C Lai , flP:� - I t;vi- ` I —� — ` / « co- / I I — --t -t - - - - - - cft - - — -- - - - - - c- DRIVE APPROACHES RELOCATED. SEE SHEET 23 OF 64 FOR NEW LOCATIONS. g DESCRIPTION OF REVISION DATE CITY APPROVED 10 CONTRACTOR TO VERIFY NE AND GRADE THE FIELD. FACIU1Y IS TO BE P IN PUCE AND _ CITY OF RANCHO CUCAMONGA REMAIN OPERATIONAL THROUGHOUT THE ENTIRE GRADING J OPERATION. ROUGH GRADING PLAN COMMUNITY FACILITIES RICT 01-01 PHASE 1A —'— ICE PLAN SHEET CL Z f D BY: DATE: s Qa 1 EXISTING 16' WATER N I I O fZ aT -' i I I I Y ENGINEER __._. _. __ R.C.E. NO.a�S,3 PER CCWD DWG. N0. 89-W63-5 1 �` DESIGNSRT� � RECOMMENDED I i 10.0 DIAL TOLL FREE ' CI ION NOTES: �•� •" - 1- 422-4133 ( I 60' 30' o' 30' 60' 0' DRAWN 1 l O CONTRACTOR TO VERIFY LINE AND GRADE IN THE FIELD. �'� �" GNYOM "OAM ' 1201 ✓✓✓ wrr�cwrrti auso�� s,sea SHEET \ AT Two DAYS FACILITY IS TO BE PROTEDTED IN PLACE AND TO REMAIN X - _----J.& M T. - �F _ Jof 2U-* 6 OF 11 7 . You Cc OPERATIONAL THROUGHOUT THE ENTIRE GRADING OPERATION. 1 l,aOERfRM SERMK;F AM OF 90Uf M dI1.F" CHECKED DRAWING NO. GRA HIC SCALE SCALE : 1"= 60' w#1 IAM _ R.C.E. No. --w n M. DATE - ' -- - RLE No. _922-Doi= J.G.B 0.1/71/01 FILE I:\PROJECTS\922-001 CFD 01 -01\922-019 DC GRADING\Minimal CFD Grading\60-Scale Plans\rf-grad-sht-6.dwg Proj ecf shec+ gZ- o)= SEE S HEE T N O . 4 ' ILO • > 1266 12 PROPOSED • S. . STORM DRAIN OX PER �} } 1 O / ' •�'/ -CFD -101-01, PHASE 1A I 1 0 / III '� I I I ___ ____.-._. �•�,` �.+ � --__ , •c 11 e I 58' .G. 58' 1 I I � 1265 I 1 1?� I oil I I I 1g62 1 EXISTING 15" SEWER I i I 1265SG N ( I D � I I I Z 8• � 15 I I •�e- I I - 1260 I I I I ST III • twFuSED 8' X 11' R.C. I I I I 1264 SEWER EXIST. 15' VCP I400, 0 ORM DRAIN BOX PER I SG ' IN PLACE CFD 01-01. PHASE 1 A I -- 0 l?�0 I I I ( ,��. i I •e I I Irn I I I I I e� jl I I 1253 S.G. 12 T O I I • 1 11 I 15G 15 e 1 • I I I D I I III 46' I I 1 F FI i t I I 761t 7 ' I I I DAYLIGHT � O I I I '�' I ( '�•` 1 I ✓ I DAYLIGHT 15' � I I I I DAYMIT LINE 1 1 ( o � 11 II 26,' 1 1 # i I t✓ I 1 I s. . ISG , � 0 121 , , o I I 1 I I I C 1 �Zd6 I 1 63' 1 58' I SEE DETAIL B 9 2 1 1 1 1 %,l b1 -15' 1 I ry INTE EROSION �? I I r I ( 2 OL OUTLET lQ'oU ( ! I 9 ( I I I �� ,1'L`�� ` •�0- I ��'� ��'�� ,m � `� � �•�m .� .0 15• �� ° •o o '`• ' / :. i H i" y -------------- TOP OF BERM 1264.0 15' — — ---------- --15, ---- ---- -------- ----------- --- — ---- -------- VARIES ————-�—-- VARIES I 260• S.G. •�� ` �• 0• %'7111 C H R C H I S T E ` N U' r— I I I I �A C3 I I N _" cV N cV N I I ' � N �\� ` •• _- - — • - - - - ' ` — ^ C9 _ 41 L- 1 -04 1) 1260 ( I - S.G. 3:1 3:1 ImPoll ♦ I PROPOSED RCP STORM DRAIN •� 3' PER CFD 01-01, PHASE 1B �- V= EXISTING 15' VCP SEWER _.. -- I 12580 PROTECT IN PLACE SG ,5 I 71' I 83' EXISTING 30" WATER 1 CITY DESCRIPTION OF REVISION DATE APPROVED SG - - -- - - - - -,,,,— — I- - - ,,,� — ,,,,- - - - W - - - - - - - - - - - — - - _ CITY OF RANCHO CUCAMONGA ` I ROUGH GRADING PLAN !i = -� ( COMMUNITY FACILITIES DISTRICT 01-01 PHASE 1A WILLIAM A R PLAN AN SHEET WAPPROVED NlcaY: DATE: S79/0-4— S EE S HEE T N U . 14 °` 2 6-30 �r CITY ENGINEER Y� --- R.C.E. N0.-;)W,5,;0 DIAL TOLL FREE * CMI `! DESIGN J C SR T� W. RECOMMENDED OF �� 0' 30' 60' 120' - - ax Er32c 25322 RYE CAWON Novo. SUM 10wRVEYwc I-M-422 41� CONSTRUCTION NOTES: , o AT LW 1W M O CONTRACTOR TO VERIFY LINE AND GRADE IN THE FIELD. �+WN �A �k � .13W SHEET FACILITY IS TO BE PROTECTED IN PLACE AND TO REMAIN ° "' 25'-070 . BEFOf� � � �. _ J.S. 11.T. �� + m-� 7 11 u�otro SM MM OF 9omM QV1M OPERATIONAL THROUGHOUT THE ENTIRE GRADING OPERATION. __._ f- ; - of__ - GRAPHIC SCALE CHECKED SCALE 1�'= 60' rNLJ.IAM A' MCKENZIE R.C.E. N0. _ 33922 DRAWING N0. -- - N►AM. DATE - ��'��'� _ FILE N0. 922-mi- 1933 FILF I:\PR0JFC7S\922-001 CFD 01-01\922-019 DC GRADING\Minimal CFD Grading\60-Scole Plons\rf-grod_shf- 7.dwg -;:3r-a,j eef ,5h ee f 43 of S AE ,E S I-Y AE E T N 0 . 5 Lo �a� /' 125711 II I I I I 12 26 C 1 S.G. 26 Sk' B SEE DETAIL I 12551. 111 2 F �I I ( IF S.G. I I DAYLG HT U TZ54 I< LINE- E DAYLIGHT ;N S. DAYLIGHT 15 ( i T•-` �F I1I� - DAYLIGHT UNE ( I ( 12 6 f IC ._ �� DA GHT 1 S.G. O .,ti 0• /' UN M Al M II 2 I I 12 \ I> m I I I 1 - I I � r' S.G. K I I —15 r \ •e p I j SG. 49' �il149'11 12 Q I I I ETAIL rB .� •� I G.ByS.G. 1h �+ lr 2 C' f 5d i \ �/ \ hrO �h SLG. PROPOSED RCP STORM DRAIN /,y'� \. \ 1 �`�' PER CFD 01-01, PHASE 1B ------ -----11— — — / _ �� t249j O I —_ SSG.: � ISI � C 153 2 —.\ 0. •_._.—.— in \ V=124 . G. . 12-12 R — \\\\\\ •` 252 � 1254 I 1253 N �� ZC- - - -- -- � - - - - - - - - - - - - _ M �0 _n \\ 17g. 25, 1252 15. I! _ 10 ' III 15' /0011247 4�p1 N.10 mar _ _ 251 + I p e• 125p _ `sl I 60' 1 49' �\ 1 A INTERIM EROSION 1248 CONTROL OUTLET �/l I I I SEE DETAILMBGv 01 \ \ \ LQ 11 R1 \\\ I j7- « r I 12 I I n PROPOSED RCP STORM DRAIN F11 C �� \\ ER CFD 01-01, PHASE 18 ` / I I — — — _ �• �► C \•\ �£S r• OF @ERM=254• — loe i I I�.... .�. , ` F __ 1 ` � � � � ` 12 5 1 EXISTING 30m WATER . \ o) to tnt! LQ0.83% 1 1 u') \ c"\ I I> `X F yV-- - - - - - - - - - - - - N U' C C cn ii, \ r - - (N #Y P i— I $ at CN \ 11 co LQ 1 S. --------- — - - - -- -- _ • Ii i! �0 �Fy iIIM P c V M E) r*+ i' . 33922 v 7D II �i P. 6-30-D CML NTl BORROW I I POTENTIAL BO 0 TE I OF CAUF 1 ,000 YID I I DESCRIPTION OF REVISION DATE APPD I I CITY OF RANCHO CUCAMONGA I i ROWH GRADING PLAN COMMUNITY FACILMES DISTRICT 01-01 PHASE 1A _ _ _ - - - - - - - - - - - - - - - - - - - - - PLAN SHEET APPROVED BY: _ _ DATE: CITY ENGINEER _ R.C.E. N0.-;X795:�!I, DIAL TOLL FREE DESIGN SR CON�.TANIM M RECOMMENDED - - -- -- ---- 1-800-422-4133 CONSTRUCTION NOTES: -_ -- �c --- ENGINEERING-LAND PLAHRM SURVEYNIG AT LEAST T* DAYS 60' 30' 0' 30' 60' 120' DRAWN SORE You O CONTRACTOR TO VERIFY UNE AND GRADE IN THE FlELD. """'s '2'�G"Y°" p, FACILITY IS TO BE PROTECTED IN PLACE AND TO REMAIN « � +� SHEET 257-� .;; _ . . J.S. f Y.T. -- `m 8 OF 11 � kr IF SSM cx� OPERATIONAL THROUGHOUT THE ENTIRE GRADING OPERATION. -- - -- GRAPHIC SCALE CHECKED DRAWING NO. SCALE lm= 60' __MALL.IAM A. 1i1CKENZIE _ R.C.E. N0. __ 3`�� _ IMAM. DATE - 7-7v oy FlLE N0. __.-922-001 / 833 �ro j c c f h roc f 4,4 OF 03/21/01 e j O Ze SEE DETAIL \ _ Iv \ \ \ o qp 1 , 1X w \ 0 C .. Lu 0 C V V op - !/ i PROPOSED RCP STORM DRAIN PER CFD 01—01, PHASE 1B cllomu • � T i- DESCRIPTION OF REVISION DATE CITY APPROVED - -- - -- ------ CITY OF RANCHO CUCAMONGA 4 EXISTING 30 WATER GRADING PLAN COMMUNITY FACIL MES DISTRICT 01-01 PHASE 1A 000001, �Essto PLAN SHEET APPROVED BY: DATE: Q �� ywlW A CITY ENGINEER ,� —-_ _ R.C.E. NO,94�e?S,:�l - ' DESIGN � ,■ �� RECOMMENDED DIAL TOLL FREE I 1-800-422-4133 CONSTRUCTION NOTES: XJK . * _ J.�. EI NEFRiNG•LAND PLA�R1tNG•LAND SURVEYW, WM 201 AT LEAST W DAYS CONTRACTOR TO VERIFY LINE AND GRADE IN THE FIELD. p' 0' 30' 60' 1 DRAWN oowjWI/5 2"22 AWA �BOOM 91M SHEET O FACILITY IS TO BE PROTECTED IN PLACE AND TO REMAIN qYn 20 F"tl" (N; 25;- _ J.S. � M.T. < ; -_ 9 of _ 11 UIDERCROUID SERVICE kM OF SIXIT N X FOREN OPERATIONAL THROUGHOUT THE ENTIRE GRADING OPERATION. OF 0 GRAPHIC SCALE CHECKED tl1RI M X MCKENZIE R.C.E. NO. 33922 DRAWING N0. SCALE : 1"= 60' WAY. DATE .. •a/ _ _ - FILE 140. 922-001 _ /83-3 JIL t�ro�•��f 5h�c f 4 5- pF (-p4o3,z„o It f o� �& O �a O —SS v SS SS 0 SS +( XISTING 15" SEWER NEE R N • N Il') • x� W � i 0 � , a 11110P-11111111-11 L. I £ c D A Y Lo R E E ------------ O - co 0 tNG N N N� C V R D 2% r- o ---- — — `� N N TF 2% EXIST. 30' WATER .................................. - /\ UA "w AMIZINE 1 Exp. 6-30-0 ,R \\ - GYiI 41 \ O rCITY i I DESCRIPTION OF REVISION DATEAPPROVED / CITY OF RANCHO CUCAMONGA ROUGH GRADING PLAN \\ COMMUNITY FACILITIES DISTRICT 01-01 PHASE 1A PLAN SHEET APPROVED BY: DATE: CITY ENGINEER __ R.C.E. NOaWS,�?, w N DIAL TOLL FREE DESIGN RECOMMENDED SR COMLTAKM W. 1-800-422-4133 CONSTRUCTION NOTES: _ - - NEfal> -LAND PLAWNG-LANDWPVMNC AT LEAST TM�O DAYS • r r DRAWN �!TAM, E+ OREW You DA O CONTRACTOR TO VERIFY LINE AND GRADE IN THE FIELD. 60 30 0 30 60 120 nAN NYECWTA, C •ou+, s�91 zoo SANTA aaar+n, �orew Hass SHEET A�xr 9 rx FACILITY IS TO BE PROTECTED IN PLACE AND TO REMAIN "'°'" ` «'; 25'-`5'° 10 OF 11 LNEIFRORMIM SOW OPERATIONAL THROUGHOUT THE ENTIRE GRADING OPERATION. _ = J.S. S / M.T. T �� «+ -ten GRAPHIC SCALE CHECKED WUM Il McKENZIE R.C.E. NO. 33922 DRAWING N0. SCALE : 1*= 60' WAM. DATE ��1�D ___ FILE NO. —_922-001 __ / 0 33 v-GB 0.S/21/01 FILE 1:\PROJECTS\922-001 CFD 01-01\922-019 OC GRADING\Minimol CFD Grading\60-Scole Plons\ri-grad-sht- 1O.dwg rad ec+ 6 kee+ *( o F O O 0 O 0 14% —ss ( )--- - -- ss o �ss a3n�s 'Islx3 N 0 e N W Q W O .................... fill. --_ ......... ........... -B O U L E V A R D C-14jw __ __ ' O 1 O CD w O C9 N N � N" C-4N eN— N 04 N -- ( 0.5%, 2% 1117, J J = Q111�1111111i�FSS10* Q� '�y ��- WILLIAMS E mc 1 22 O p:6. t� F O DESCRIPTION OF REVISION DATE APPRO ED 7FN) CITY OF RANCHO CUCAMONGA ROUGH GRADING PLAN COMMUNITY FACILITIES RCT 01-M PHASE 1A PLAN SHEET APPROVED BY: DATE: 4 G�Z CITY ENGINEER - _ R.C.E. 1410,9419Z� IrAT L TOLLFREE DESIGN RECOMMENDED SR CO' „TAWM M 00-422-4133 CONSTRUCTION NOTES: _____. _ . ___- ._ _-_ FFRING.UND �WNC.LAND SU��G LEAST TWO QU5 • • DRAWN — BEFORE YOU You CONTRACTOR TO VERIFY LINE AND GRADE IN THE FlELD. 'rAN/5 25322 WYE ��;ROAD, SUM p� wrt� cuRrrti ciuxo�wu •i3ss SHEE1 1 60 30 0 30 60 120 �� 257-6570 FACILITY IS TO BE PROTEDTED IN PLACE AND TO REMAIN J.S. M.T. F.. OF LNE10(�lOM SERVICE ALERT OF SOURM CAtlfOW OPERATIONAL THROUGHOUT THE ENTIRE GRADING OPERATION. _ -- _---- - - GRAPHIC SCALE CHECKED WRIM A. McKENVE R.C.E. NO. JIM22 DRAWING NO. SCALE : 1'= 60' WAX DATE �-"�a �✓ nLE No. __ 922-001 / 933 J.ae oa/zvm FILF I:\PROJFCTS\922-001 CFD 01-01\922-019 DC GRADING\Minimal CFD Groding\60-Scale Plans\rf-grod_sht- 1 1.dwg �rvj�cf Sh�c,cf ��OF �� II II II I II II � II II Q II > II ; f (I LILI 7=7 �-- ' - LLJ - - -- -- — n LLJ ui - - - EX�S"TING LIMIT DAY C"EEKBL . GRADING- - ' �! I B A S E L I N E EDGE OF PAVEMENT — --__ ------- -- PROJECT BOUNDARY R _O! � D olo rn — — I M:C� -- - — — — `– O Im — — M , � N C9 r r p O 3:1L01 — p n LL- p CD f M b 1308,00 o 3:1 cv o --- -- -- __ - r-- ---_.. Vol S. I r N r 'LL � , DAYUGHT,LAE, Ln CIO n5TtAC-:r _ •- � ) of W �,�; $Ash L/wE ,�,aA W `` p� � j I I - C.F. ULTIMATE R/W _-- PROVIDE 6' WIDE- LINE DIRT SHOULDER EXIST. A.C. PAVEMENT 6� _ VARIES U �IDAYLIGHT 1 Z 1 ` —.--- --- w TO GRADE > / I -- - - FINISHED- LZ V' SURFACE 1 •� I c3 ' ! DAYLIGHT LINE I i LJ ��w F.S. ELEV.) ' \ w /P FFA �N 2.--- ,� -- - - 0% -------- - - -- Q ----- (FG. ELEV.)s_ — LEVEL LINE— — — — — -1 — — — — 3 Q Gild �- PER PLAN — — — — 1o�FSSIOH ife wllU A N EXIST. GRADE 1' OVERCUT - -� EXIST. GROUND--J I 1 \ v KE 7 Z W . 33922 Exp. 6.30-011 CIVIL I SECTION � ' _ _ r EXISTING 15" SEWER ss ss aea 1 �Of CAIIF� l ��YPICAL� Aiiiii c &C- div s 4OP� Cv�rSr. —�J 1r-p G— y DESCRIPTION OF REVISION DATE APPROVED _ - k CITY OF RANCHO CUCAMONGA '37 G 63' 74 - - --- ROUGH GRADING PLAN V= COMMUNITY FACIL MES DISTRICT 01-01 1286. . o S.G. \ PHASE 1A PLAN SHEET S E E S H E E7T N O _ 4 1 DATE: DCS CITY ENGINEER (;.(.C<-'> L�,i''w�V R.C.E. NOa4q , -3 t-I DIAL TOLL FREE SR CON-RMTANTS, INC. 1 800-422-4133 CONSTRUCTION NOTES' 60' 30' o' 30' 60' 120' J.C. ENGINEERING•LAND PUNNING•LAND SURVC Y!N= ■ 25322 Rr[ caNroH aoAD, win zoo T Al LEAST TWO DAYS - SANTA CIARrtA• CAUfORNiA 913 5 5 BEFORE YOU DIG O CONTRACTOR TO VERIFY LINE AND GRADE IN THE FIELD. 1 Phorr• (661) 257-6570 FACILITY IS TO BE PROTECTED IN PLACE AND TO REMAIN J.S. / M.T. Fa% (661) 257-6577 12 of 12 UNDERGROUND SINCE ALERT OF SMI-TERN CAI IFOM GRAPHIC --)(-ALE THROUGHOUT THE ENTIRE GRADING OPERATION. ,: OPERATIONAL n �('Kt; ufikNlN Nu WILLIAM A. McKENZIE22 • - RC. N0. A 1 R.U.E SCALE - 60' -n-• Y 922-001 2 3 DATE FILE N0. 3 WAM. s' 18 FILE I:\PROJECTS\922-001 CFD 01 -01\922-019 DC GRADING\Minimal CFD Grading\60-Scale Plans\rf-grad_sht- 1 2.dwg DAY CREEK BOULEVARD 15' 3 SEWER GENERAL NOTES: - 1. ALL SEWER LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CUCAMONGA - COUNTY WATER DISTRICT'S STANDARD SPECIFICATIONS AND THE LATEST EDITION OF THE GRADE --{ � ----�-- - _ STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. -- - - - 2. THE CONTRACTOR IS RESPONSIBLE FOR SECURING FROM THE CUCAMONGA COUNTY WATER DISTRICT COPIES OF THE LATE)-.T STANDARD SPECIFICATIONS PRIOR TO START OF CONSTRUCTION. _- 8• � MANHOLE 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE THEMSELVES 3' ! -- WITH THE SITE AND SHALL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGE TO O 2 EXISTING FACILITIES RESULTING DIRECTLY, OR INDIRECTLY FROM THEIR OPERATIONS, 4 BARS O r WHETHER OR NOT SAID FACILITIES ARE SHOWN ON THESE PLANS. 18' O.C. EACH W'Y 4. ALL SEWER LINES SHALL BE VITRIFIED CLAY PIPE (V.C.P.), UNLESS OTHERWISE 50 5# -- SPECIFIED ON THESE PLANS, AND SHALL CONFORM TO THE SPECIFICATIONS OF THE "ted rj CUCAMONGA COUNTY WATER DISTRICT. THE MINIMUM SLOPES FOR ALL SEWER MAIN SECTION A-A W LINES SHALL CONFORM TO SECTION 11-14, CUCAMONGA COUNTY WATER DISTRICT. - - 5. ALL SEWER LATERALS SHALL BE V.C.P., UNLESS OTHERWISE SPECIFIED ON THE PLANS, AND SHALL CONFORM TO THE SPECIFICATIONS OF THE CUCAMONGA COUNTY WATER DISTRICT. ALL HOUSES LATERALS SHALL BE 4 INCHES IN DIAMETER, WHILE LATERALS FOR OTHER FACILITIES (COMMERCIAL., INDUSTRIAL, APARTMENTS, ETC.) SHALL BE NOTED - - ON THE PLANS. ALL LATERAL CONNECTIONS TO THE MAIN SHALL BE THROUGH WYE r SHEET l CONNECTIONS, UNLESS OTHERWISE SPECIFIED ON THE PLANS. Lt-.-, A V 5 NUMBER 6. THE CONTRACTOR SHALL BE REQUIRED TO OBTAIN THE NECESSARY PERMITS FROM THE APPROPRIATE LOCAL AGENCIES PRIOR TO ANY CONSTRUCTION WITHIN ANY STREET, RIGHT MANHOLE APRON DETAIL OF WAY, OR EASEMENT. ' �+ INDEX M A P 7. THE DEVELOPER SHALL HAVE THEIR ENGINEER VERIFY THE ELEVATIONS OF ALL V EXISTING MANHOLE INVERTS AT POINTS OF CONNECTION PRIOR TO ANY CONSTRUCTION NOT TO SCALE SCALE: 1"-200' s OF FACILITIES, ANY NECESSARY CHANGES OF MANHOLE DEPTH OR DESIGNED SLOPE OF THE SEWER UNE PRIOR TO OR DURING CONSTRUCTION SHALL BE REPORTED TO THE CUCAMONGA COUNTY WATER DISTRICT FOR REVIEW AND APPROVAL PRIOR TO CONTINUANCE ' OF CONSTRUCTION. 8. THE MINIMUM SEPARATION BETWEEN WATER LIVES AND SANITARY SEWER UNE SHALL PROPOSED OR CONFORM TO THE STATE OF CALIFORNIA ENVIRONMENTAL HEALTH CODE, TITLE 22, 6' CONCRETE SHALL BE EXIST. STRUCTURE SECTION 64630-C. 6' CLASS 250014 (450-C-2000) 2' 9. THE CONTRACTOR SHALL HAVE A CLASS C34 LICENSE. 2' L 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING MANHOLE -- -- WHERE CLEARANCE IS CHANNEL GUARDS IN ALL SEWER SYSTEMS AS DIRECTED BY THE DISTRICT ENGINEER. _ T4 REBAR (TYP.) A o. ' .. _ . -.__ __- 1/8 OR 1/16 MORE THAN 18" THERE j �-�- ;__ 11. SAND BEDDING AND SAND BACKFILL IN THE PIPE ZONE IS REQUIRED UNLESS NATIVE BEND AS NEEDED IS NO NEED FOR - S, ENCASEMENT MATERIALS ARE CONSIDERED SUITABLE AS SUCH BY THE DISTRICT ENGINEER. +A_A+ 2% MIN. 12. TRENCH RESTORATION AND PAVEMENT REPAIR SHALL BE IN ACCORDANCE WITH THE 6' OR 4" A STANDARDS AND SPECIFICATIONS OF THE APPROPRIATE LOCAL AGENCY. VCP 7 13. THE DEVELOPER SHALL HAVE THEIR ENGINEER VERIFY THE ELEVATIONS OF THE HOUSE CONNECT rN ENCASEMENT MANHOLES IN ANY PAVED SECTIONS TO ALLOW ANY NECESSARY ADJUSTMENT TO THE _ MANHOLE FRAMES PRIOR TO PLACEMENT OF FINAL PAVEMENT. FO 1 CROSSING I%NDER STORM DRAIN 14. BACKWATER VALVES ARE REQUIRED ON ALL SEWER LATERALS PER SECTION 3.8 OF SEWER ORDINANCE 32-C OF THE CUCAMONGA COUNTY WATER DISTRICT. INSTALLATION NOT TO SCALE OF BACKWATER VALVES SHALL CONFORM TO SECTION 16-01 OF THE STANDARD SPECIFICATIONS OF THE CUCAMONGA WATER DISTRICT. 8 15. GREASE INTERCEPTORS ARE REQUIRED FOR THE PROPER MAINTENANCE OF LIQUID WASTE CONTAINING GREASES AND, SOLIDS, ACID OR ALKALINE SUBSTANCES, OR OTHER INGREDIENTS WHICH MAY BE HARMFUL TO THE PUBLIC SEWER SYSTEM. SIZING OF GREASE INTERCEPTORS SHALL CONFORM TO SECTION 3 OF WASTEWATER ORDINANCE 28-C OF THE CUCAMONGA COUNTY WATER DISTRICT. INSTALL OF GREASE INTERCEPTORS SHALL CONFORM TO SECTION 16-02, TECHNICAL PROVISIONS, OF THE STANDARD SPECIFICATIONS OF THE CUCAMONGA COUNTY WATER DISTRICT. 16. THE CONTRACTOR SHALL RETURN A LEGIBLE AND CLEAN SET OF 'AS-BUILT' DRAWINGS TO THE CUCAMONGA COUNTY WATER DISTRICT PRIOR TO FINAL ACCEPTANCE OF ANY SYSTEM. 17. THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY UNDERGROUND SERVICE ALERT ? (1-800-227-2600) AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO START OF Vic CONSTRUCTION. 18. FOR SEWER SYSTEM INSPECTION ON THIS PROJECT, THE CONTRACTOR SHALL CONTACT THE CUCAMONGA COUNTY WATER DISTRICT AT (909) 987-2591, TWO WORKING DAYS PRIOR TO THE REQUIRED INSPECTION DATE. 19. APPROVAL OF THESE PLANS BY THE CUCAMONGA COUNTY WATER DISTRICT DOES NOT CONSTITU'E A REPRESENTATION OF THE ACCURACY OR EXISTENCE OF ANY UNDER- GROUND FACILITIES, WHETHER OR NOT SAID FACILITIES ARE SHOWN ON THESE PLANS. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: CONSTRUCTION NOTES and ESTIMATED QUANTITIES AVETVIIE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: N0. STREET IMPROVEMENTS UNIT QUANTITY VCTOMA PARK LANE THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT 1. CONSTRUCT 15' V.C.P SEWER MAIN LF 4,915 PROJECT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY _ _ 2. CONSTRUCT 8" V.C.P. SEWER MAIN AND ALL LIABILITY, REAL OR ALLEGED, IN �;ONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. SITE EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 3. CONSTRUCT 4' DU MANHOLE PER STD. DWG. 18. EE A 2 2 BOISE ROAD 4. CONSTRUCT 5' DIA. MANHOLE PER STD. DWG. 18. EA. 19 THE EXISTENCE AND LOCATION' OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PIANS ARE 5 - -. ---- - _ __ _ . INSTALL WATER TIGHT PLUG EA 6 OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING - -- - _ _- __-_- ---- UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY 6.-.. -_CONSTRUCT 8' STUB OUT WITH WATER TIGHT PLUG WITH MANHOLE EA 8 � MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE 7. CONSTRUCT 4' V.C.P. SEWER LATERAL PER C.0 W D. DWG. NO. 15 EA. 33 PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE UNES OR STRUCTURES. 8. INSTALL CONCRETE ENCASEMENT PER C.C.W.D. STD. DWG. NO. 23 LF -0- 9. CONSTRUCT MANHOLE APRON PER DETAIL ON SHEET 1 EA 11 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE -- -- _-- _ _ - -_ -_ _ -_- __-_--_-_-- BCH STREET 10. INSTALL DEEP CUT 4' SEWER LATERAL PER C.0 W.D. STD. DWG. NO. 16 EA 9 ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. __ ___--__ - - _ _._ - __- -_ -- - _ _ _ - - - � 11. INSTALL STEEL CASING PER STD. DWG. NO. 22 LF 442 12. INSTALL 4" D.I.P. SEWER LATERAL CCWD STD.. DWG. NO. 15 A: RAISE EA 16 L A C.O. TO GRADE Wr 10 SME 13. INSTALL 8" D.I.P. SEWER MAIN LF 114 VICTi?Rt�l PARK � �P SEWER HYDRAULIC ANALYSIS IS PENDING - SIGNIFICANT REVISIONS MAY BE REQUIRED AFTER HYDRAULIC ANALYSIS IS COMPLETED. FOOTFNLL BOIICEVARO VICINITY MAP NO. 10052 ELEV. 1328.180 PREPARED UNDER THE SUPERVISION OF: PLANS PREPARED BY: SR C(XMLTANTS+ ■ C. DATE APPR D: -Za1 - O 2-- DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. SET 2' BRASS DISK IN CONC. CURES ENGINEERING - LAND PLANNING- LAND SURVEYING BY: TITLE SHEET STAMPED "CITY OF RANCHO CUCAMONGA l 25322 RYE CANYON ROAD, SUITE 201B JS CCWD/RS BM 10052 1987" AT NE CORNER OF � C / s . ASSISTANT GENERAL MANAGER, C.O.O.000 �8 `I- ► «• o i SANTA CLARITA, CALIFORNIA 91355 CUCAMONGA COUNTY WATER DISTRICT SCS OUBASELINE do ROCHESTER AVE., 53 FT. � � WOR LTAK ORDER ATLAS NO. AMONGA COUNTY WATER DISTRICT NORTH OF EXIST. CENTERUNE OF BASE Phone : (661) 257-6570 ENGINEERING DEPARTMENT NO. DAY CREEK BOULEVARD do 20 FT. EAST OF EXIST. CENTERLINE tLy, DATE `_01,- oy Fox : (661) 257-6577 10440 ASHFORD STREET, CUCAMONGA, CA 91730 2112 RE�. DESCRIPTION DATE AP'D ROCHESTER AVE. RCE p(p. (909) 987-2591 AS SHOWN 2111 2211 PUBLIC SEWER COLLECTION SYSTEM SHBLrT 1 OF 9 FraJ ad O 1270 E7XISnNG GROUND SURFACE AT PIPE 12 - RA9SH SURFACE Ar ¢ P/PE Qv _ ze o CAW i F�0C4.t � �' k k, `'t,♦' ,1P �' 6ti � �� 8 �Ab ��b,. N 6 �' , 5 .1b, FINISH StNFAICEAr ¢ PIP£ IL�—AIAN�'sO�SED III�I II IIIII � - - � O 2 60®R 2 _1. 650 0 8H X 12W RCR SEW. 7 OF EX5 ; GAO" SURFACE Ar PIPE AWPROEW -42 - I >>_ PR12O4P8._ 8 H . R.C.B. X12' W ►Q I I oxoS��. •k I 2x?t�� ? � I 0.50 X, tio �x �� IVB' WTALL $3.74 L.F. WTALL 1'13.60 LF. STALL 120.64 LF. 50.93 LF. INSTAL 30.21 Lf. 15 - - --- - _ _ -- VCP 8' V.C.P. 8' D.I.P. 8' V.C.P. 8' V.C.P. . PROFILE SCALE HORIZ. 1 40' VERT. 1"= 4' 3 2 1 2 3 1 5 4 3 2 SEE SHEET 3 FLOW IN NORTH DAY CREEK BLVD. CONSTRUCTION NOTE 135 Q? CONSTRUCT 15' V.C.P. SEWER MNW. — r © 4 CONSTRUCT 8' V.C.P. SEWER MA/N. 72 7 t --- 4T 5' 0 CONSTRUCT 4' Dk MANHOLE PER C.C.W.D. STD. DWG NO. 18. CONSTRUCT 5' Dol MANHOLE PER CCW.D. STD. DWG. NO. I& • I I I °- / EXPSW 15' VC.P. Q CONSTRUCT WATER TIGHT PLUG. SEWER PER TR. 12044 CONSTRUCT 8' D.I.P. SEWER MANN V) 9JILD REMOVABLE BRICK _ I I I OFF-SITE S-WR AND MORTAR DIVERSION TEMPORARY \ 5 � �� SHT. 6, 70 BE A94NDONED-4, FLOW OUT EAST / ?b•� � 30' RCP LINE 'A_4' SSE � SHT. 8 OF 10 OF ; REMOVE INTERFERING \ \ N o I CFD 01-01 PIANS PORTION OF EXIST. 15' \ \ VCP UP TO PROPERTY FLOW - 24' RCP LINE 'A-3' SEE SHT. 9 _ - 2+78.07 5 5 LINE AND PLUG OUT SOS OF 10 OF CFD 01-01 PLANS \ SND SEAR ' MANHOLE DETAIL - ' �8' 2 --- , �'d• 1 v' 2+25.14 M N 3 18 RICP LAT. 14 SEE � --; ,�SNT. 9 OF 10 OF N 8935 DIP 8 VCPNER Ql STA 4+51.21 - NOT TO SCALE o. CfD 01-01 PLANSU. - - - --- - - - N >�rot" w — — - - - — - vrp CHURCH 3 STREETF=RE cim / Y 81H X 12'W R.C.B. I kxh, SEE SHT. 7 OtF10� 0,/ CFV 01-01 PIANS 4 30 RCP S.D. / LINE A-4 ^'- \ SEE SHT. 8 OF 10 DXI W 15' V.C.P. EXISTING U4*'aE CFD 01-01 PLANS SEWER PER TR. 12044 i AFF-SITE SEWER, 4 SHT. 6, TO REAUVN ---- PAN SCALE-- T - 40' 40' 20' 0' 20' 40' 80' GRAPHIC SCALE SCALE 10= 40' N0. 10052 ELEV. 1328.180 PREPARED UNDER THE SUPERVISION OF: PLANS PREPARED BY: DATE APPROVE - �i - O L DESIGNED BY DRAWN BY CHECKED BY SET 2' BRASS DISK IN CONC. CURB SR GONSl1LTANTS, INC. OU DRAWING No. 'ASS of RANCHO CUCAMONGA BY: AMONGA COUNTY WATER DISTRICT STAMPED j ENGINEERING • LAND PLANNING• LAND SURVEYING BM 10052 1987' AT NE CORNER OF - �`•�✓ G0AW TANTS 25322 RYE CANYON ROAD, SUITE 201 ASSISTANT GENERAL MANAGER, C.O.O. `!S/HH `� 15" SEWER & 8" SEWER 183-3 BASELINE & ROCHESTER AVE., 53 FT. _- SANTA CLARITA , CAUFORNi 91355 CUCAMONGA COUNTY WATER DISTRICT SCALE NORTH OF EXIST. CENTERLINE OF BASE & Phone : (661) 257-6570 ENGINEERING DEPARTMENT YMORK ORDER ATLAS NO. CHURCH STREET 20 FT. EAST OF EXIST. CENTERLINE OF Fox : `661) 257-6577 10440 ASHFORD STREET, CUCAMONGA, CA 91730 N0. REV. DESCRIPTION DATE AP'D ROCHESTER AVE. 3dt s>s' RCE EXP. DATE G •1-�� (909) 987-2591 AS SHOWN 2211 PUBLIC SEWER COLLECTION SYSTEM sir 2 of 9 / -127 �� , 12 i RMSW,7 WWACE AT PIPE 00 00 XSW ARbiJNO SURFACE AT m - - -- --426 -- -- -- _ — _ — — — _ _ _ - - _ ,? I W � Sy,� to 'e' Z __— 0 gyp, I I LAT. P PIasEO 8' H X 1 ' W RC. BOX _ _ — _ j I I PER MM W - R - 1,�l O r1 0.60 X -- - -- - - O - ) k � JS ?t �'`rO K-0-1 F • �� x ? x0 - 0.50 X �. 7x / ,(1 ' •� 0� �� Y x �� ► 1.26 F��?� x�� eX >> S Lv IyA� 00 INSTALL 20.01 L 15" V.C.P. NSTALL I W.7 4 LF INSTALL 384 33 LIFjINSTALL 335.0b LF INSTALL 217.56 Lf j I w I 1 .01 15" V.C.P 15" V.C.P. 5" V.C.P. 15" V.C.P. P OfiLE SCALE RIZ. 1 RT. 1 a 4' 80 81 82 83 84 85 86 87 88 89 90 91 S>fShn7T 2 / FUTURE 3 ,I 52, FUTURE DEVEL OPMENT STREET FUTURE DE -Z OFMENT CONSTRUCTION NOTE 0 39 40 ' 1 60' I (D 45 15 V.C.P. SEWER UAIN R S11�C 4 42 43 44 45 3D� ' 1 12' 2 I ♦ I i o 8' 18' 12' PROP. 12" WATER ♦ I I 3 0 I I I 4O COI S7Rt1CT 5' DSA. U4Mt OLE PER C.C.W.D. S7D. DWG. NO. 18. PER CFD 01-01 ♦ I I 4 Q GaCMUCT WATER Wff PLUG g / ' $ PROPOSED 420 R.C.P. S.D. / I I PER CFD 01-01 PLANS - - $ - - - - .-- - - - - SEF UNE A-5 SHT. 8 O 15 ....../ o — -- — — — I -- 12L 40, W -� WPER k7D No^WAUPM VH X 11 —WR.C. B+OX W W W DAA' CREEK - BOULEVARD � PROPOSED .30' R.C.P. SD. I °� — — --- -_. --- -- -- — — - —PER ACFD 01-01 PLANS � - - - — --- ---- — --_ - — _ —- - -- --- --- - --_- --- � SEE SHEET 8 OF 10 c — — — — — — — — — - — — N - - - - - - I — -- — v N 01'28'43" W N 01'2843" W " R N 01'2847" W \^ .r I PROPOSED 18' R.C.P. S.D. \ V 3 V ^ V PER CFD 01-01 PLANS ^ 1 I III I I r I LAT. A-18 SHEET 8 OF 15 Q' PLAN IF PROPOSED 18' R.C.P. S. — — — — I — — — — • � SCALE: 1» 44' I 44 I PER CFD 01-01 PLANS I I • SEE LAT. A 16 SHEET 9 I I I I O 40 20 0 20 40 so / x ( 33 .32 31 30 I I I 25 6 5 4 3 2 > . I I ( SCALE GRAPHIC SCALE140, 12' I I 'ti I I I . = CON �B I ( 4 I 18' 18' I 12' I I X ,�. -- �'` 7 FUTURE DEVEL O VENT - o TURF Df OPMENT - �— 29 - 1 4G�`fi� 59 CHURCH STREET FUTURE SEE SHEET 2 STREET NO. 10052 ELEV. 1328.180 PREPARED UNDER THE SUPERVISION OF: PLANS PREPARED BY: DATE APPRO D: 1 4- -Z - 0 i-- DESIGNED BY DRAWN BY CHECKED BY SET 2' BRASS DISK IN CONI. CURB SR CONSULTANTS, IVC. BY: _ OU AMONGA COUNTY WATER DISTRICT DRAWING NO. STAMPED 'CfTY OF RANCHO CUCAMONGA SRENGINEERING • LAND PUNNING• LAND SURVEYING ASSISTANT GENERAL MANAGER C.O.O. HH JS CCWD/RS 18 33 BM 10052 1987" AT NE CORNER OF W44 A -iJU_o ' STA. 80+20.41 TO STA. 91+00.00 BASELINE & ROCHESTER AVE., 53 FT. �[TAWS 25322 RYE CANYON ROAD, SUITE 201 CUCAMONGA COUNTY WATER DISTRICT SCALE NORTH OF EXIST. CENTERLINE OF BASE � SANTA CLARITA , CALIFORNIA 61355 ENGINEERING DEPARTMENT WORK ORDER ATLAS N0. DAY CREEK BOULEVARD 20 FT. EAST OF EXIST. CENTERLINE OF 35f az, Phone (66I) 257-6577 1) 257-6570 10440 ASHFORD STREET, CUCAMONGA, CA 91730 NO.REV. DESCRIPTION DATE AP'D ROCHESTER AVE. z RCE EXP. DATE 4• - ss Fox : MAS SHOWN 2211 PUB (909) 987-2591 LIC SEWER COLLECTION SYSTEM 3HE�T 3 0� 9 EXIST. GROUND 1 WACE � - lZ� AM Ir � AT C.L. PIPE 1,�� • S AT E PIPE- = S ° a _ SWC R FINISHED SURFACEAT PIPE AT C.L. PIPE S FINISHED SURFACE AT PIPE R/w II i , � �•, II II II II -427 1127 - w 1270 -4 ---- - - --- �_f ;< , es 2.19 x ©, xti • N° s' it W 1 / � � II - - _ g I I� I / 36• � f PROPOSM 81r X 10'II� i _ — — - -- - PER . . . I I 65 1 'A ail 1 �� * - - — Sco II II EL I M.a34 O 15 KfT N. 0.60 R250 12A%n .,tib• x�ti � °' N15TAi L T .07 U 8' V.C.P. W�STAII `260.64 LF *&ALL 343.89' LF 15" V.C.P. 15" Y.C.P. P OFI LE SCALE IN1STA 180.52 .LF' INVALL 111.90 LF RIZ. t'= 40' 8" Y.C.P. 15, V:C.P. — - RT 1"= 4' � 2 91 93 94 95 97 98 99 1 2 CONSTRUCTION NOTE 01 CONSTRUCT 15' V.C.P. SEWER AWN � 8' V.C.P. SEWER AWN. 3 Ito 5 Q CONSTRUCT 5' DU MANHOLE PER C.C.W.D. STD. MG. NO. I& a • a Q INSTALL WATER NKAT PLUG. as e-5 g N UNDEVELOPED SEPARATE OWNER co o 4 & � � - - 12 - — - - - - - - 12 - - - - - - - - - - — - - - -- - - - - 1�- - tr1 -� "' W g w BOULEVARD - W BEAK avTo EXISTING. M.H. BY CORE W W n DA N 4o CREEK O I CUT HOLE (O.D. + 2' a SECURE FASTEN WITH CEMENT MORTAR & REFORM THE CHANNEL -____ -- - - (t too vu 97+00 =1 00 N \ \ C 92 00 LF 93+00 N 09'15' E 94+00 N 95+00 96+ N 01'04' 1' ' N 1'IIS 4 W � "� ti;;; 15 V.C.P. \ \ (D SEWER ID REM41N - – --- - - •r \ — REUM 5Y OF EXISTING. 15 O I ( a �, I V.C.P. SEWER AND PLUG END OF CNI m v i I I cap' is cSli ( ( PAPE AND SEAL U WHALE OPENING AT PLAN g g ``' I I I > eW �' I I I I EAST SIDE SCALE: 1" 40' I I a, N I a 0 0 ti N I I a a I I I ( t 40' 20' 0' 20' 40' 8O' I I Of o o 12' t 21' 21' 12' M e N c�N - ��____ GRAPHIC SCALE CURVE DATA: I I I c_ --- - I --Ir CURVE DELTA RADIUS LENGTH TANGENT Cl 01'37'58" 2480.00' 70.67' 35.34' / i � II SCALE 1 = 40 r+ SEE SHEET 5 ' P'UT SURE "A " STREET NO. 10052 ELEV. 1328.180 PREPARED UNDER THE SUPERVISION OF: PLANS PREPARED BY: DATE APPR VED* 4- 'ZS - o z-- DESIGNED BY DRAWN BY CHECKED BY OU AMONGA COUNTY CATER DISTRICT DRAWING NO. SET 2" BRASS DISK IN CONIC. CURB W LTAI�TS, INC. BY: J.S. J.S. CCWD/tRs STAMPED 'CITY OF RANCHO CUCAMONGA ENGINEERING • LAND PLANNING• LAND SURVEYING BM 10052 1987' AT NE CORNER of C ASSISTANT GENERAL MANAGER, C.O.O. STA. 91+00. / -T�� a 400 asw�r � 25322 RYE CANYON ROAD, SUITE 201 CUCAMONGA COUNTY WATER DISTRICT SCAB 00 TO STA 98+28.89 lg 3j3 BASELINE & ROCHESTER AVE., 53 FT. SANTA CLARITA , CAUFORNIA 91355 WORK ORDER ATLAS N0. NORTH OF EXIST. CENTERLINE OF BASE & Phone (661) 257-6570 ENGINEERING DEPARTMENT NO. DAY CREEK BOULEVARD 20 FT. EAST OF EXIST. CENTERLINE OF 3�s y RCE EXP. DATE G -,t -oY Fax : (661) 257-6577 10440 ASHFORD STREET, CUCAMONGA, CA 91730 AS SHOWN2211 pUHLIC SEIFER COLLECTION SYSTEM[ 3AEI�T 4 o>I� 9 REQ. DESCRIPTION DATE AP'D ROCHESTER AVE. (909) 987-2591 EIEf I:\PROJCT2-001 CFU 01-01\92? 0 SEWER Y CRH K\SWR-SHT4.dwg r�ro�ad `�li, 5 2 of(o�- I h 8 �'o •- ti f'1N/SHED SURIrACE' T ¢ P/PE � ^ '` EXISTING G UVD SURFACE AT € PIPE W 1070 l7n _ - - — — — PRbPOSED 8 X f0'W R.C. BOX '4'7`s� PER CfD Of- 1 601 41 i fop.500 I.Mj 260 1257 by 56 0.60 X - / �- - h 107h�O� X9d �h jl'� 0.60X �� 1 d , Q�N� INSTALL 370.W LF INSTALL 316.36 LF INSTALL 154.17 LF 15' V.C.P. 15' V.C.P. 15' V.C.P. P ROFILE SCALE ORIZ. 1 40' RT. 1'= 4' 1 2 3 4 5 6 7 8 9 10 CONSTRUCTION NOTE 01 CONSTRUCT 15' V.C.P. SEWER MAIN FUTURE © CavS r T 8' V C.P SEWER MAIN SE£ SHEET 4 I I TR E ET 3Q CONSTRUCT 4' Del WM40LE PER STD. DWG. 18 DAY CREEK BLVD. ►, ►► rJ-G 40 CONSTRUCT 5' Dol MANHOLE PER STD. DWG. NO. 18 1.35' _ 4 FUTURE "C"t 1 7 cuo 0 INSTALL WATER 719ff PLUG ON 63' Q 4 12 W © CONSTRUCT UWHOLE WITH 8' STUB OUT WITH WATER T1(�TT PLUG 47' _ _ 7' 25 + 12 18 ;,. Q CONSTRUCT 4' V.C.P. SEWER LATERAL PER C.C.W.D. DWG. NO. 15. _ g Fi/IURE STREET R/w 30' R.C.P. SID., LAT. 'A-T n ® INSTALL CONCRETE EWCASEMENT f0' LONG PER C.C.W.D. STD. DWG. NO. 23 (w). v 1SEE POSED JO' R.C.P. SD. I III v �- 00 w � ^'- 90 INSTALL MANHOLE APRON PER DETAIL ON SHE'=T 1. PER CFD 01-01 PLANS I to + 7 .r 7 �' ® INSTALL DEEP CUT 4 SEWER LATERAL PER C.C.W.D. STD. DW. NO. 16. I_ I N 7 7 w m 7 �C 1' \ SEE SHEET s 0►E 15 8 g n N * m 11 ' / Q INSTALL STEEL CASING PER STD. DWG. NO. 22. i g + �-`�x� '+� �N+' m `� 1 �i / C3, °° i © INSTALL 4' D.I.P. SEWER LATERAL CCK STD. DWG. NO. 15. II w I 6 \ 1 % C U RVE DATA: III 1 10T1 ` C4 9 -- --�— ��/1 9 CURVE DELTA RADIUS LENGTH TANGENT Cl 10'31'19595.00' 109.27' 54.79' N88 4215 -r N C2 / % / C2 11'30'44" 595.00' 119.55' 59.98' ' oo — �/ C3 15'05'11" 595.00' 1 156.67' 1 78.79' - - - -- - - - - - - - - - - - - - - - - -- - - -+ -- - - i I / _ 12" cn LJ 9 041 + + t ♦2 I I I I n 2 I �� 47' S CAM I I I I 6 co 72' N 12' 8' 18' , ( 12' PROPOSED 81 X 10' W RPER CfD 01-01 SHT. 10 OF 1 1 (� t BLVD. EXISTING SANIITAR1r l� � - � -I NOTE: DAY CREEKSEWER UNE TO BE SEE SHEET 4 ABANDONED IN PUCE FUTURE ALL FUTURE STREETS TO BE GRADED TO -1' OF FINISHED "E-E" STREET GRADE. FE ASTREETS TO BE RECORDED 8Y TRACT MW ACCEPTANCE PRIOR TO ACCEPTANCE OF SEWER. 40' 20' 0' 20' 40' 80' GRAPHIC SCALE ---- -- ---------___-- -- SCALE 1'= 40' NO. 10052 ELEV. 1328.180 PREPARED UNDER THE SUPERVISION OF: PLANS PREPARED BY: DATE APPR VE . - Z �j - O DESIGNED BY DRAWN BY CHECKED BY SET 2' BRASS DISK IN CONC. CURB SR CONSL L..TANTS, INC. BY: OuAMONGA COUNTY WATER DISTRICT DRAWING No. STAMPED -CITY OF RANCHO CUCAMONGA „ SR ENGINEERING •LAND PUNNING• LAND SURVEYING ASSISTANT GENERAL MANAGER, C.O.O. �IHHIwAM JS CCWD/ItS BM 10052 1987 AT NE CORNER OF fC ��_, ,e.t, STA. 1+00.00 TO STA. 9+53.03 J 3 3 BASEl1NE dt ROCHESTER AVE., 53 FT. �T,yy� 25322 RYE CANYON ROAD, SUITE 201 CUCAMONGA COUNTY WATER DISTRICT SCALE NORTH E EXIST. CENTERLINE OF BASE dt SANTA CLARITA , CAUFORNIA 91355 » sr Phone 661 257-6570 ENGINEERING DEPARTMENT ATLAS No. FUTURE C STREET 20 FT. EAST OF EXIST. CENTERLINE OF RCE EXP. DATE It - sl_� L Fax 661; 257-6577 10440 ASHFORD STREET, CUCAMONGA, CA 91730 N0. RE1r. DESCRIPTION DATE AP'D ROCHESTER AVE. (909) 987-2591 AS SHOWN 2211 PUBLIC SEWER COLLECTION SYSTEM SHEET 5 OF 9 ClE 1 11s 001 C/O O1 01i9�1? Ui4 `fWl IIAr CRlfk tiWl,' ;r11` d Pra �. 5�ieQ-F 53 0 <v4 i V AM YO StFFAC£ V AT PIPE - ►.i AT Pff . Z W _- i - - - _ - - - = - i y -- #2-7 V Z47 Cil jr H X i O' 1M R.C. BOX - — _ — — - to O� 0.60 x am X o%x ' VOSTALL 152.59 LF ALL 217.20 LIF VIStALL 2M.00 LF. 150 V.C.P. 15" V.C.P. 15" V.C.P. P OEILE SCALE cl 1"_ 40' RT. 1'= 4' 9 10 11 12 13 14 15 16 CURVE TABLE FUTURE KiiNUM DELTA RADIUS LENGTH TAN TR kS'TR��, Cl 1,V50'35' 1 300.00' 77.72' 39.08'T �y 160 � - / A' CONSTRUCTION NOTE / � JOO R.C.P., T• "A 3a-8' (DCONSTRUCT 15" V.C.P. SEWER MAIN SEE CfD 01-01 PUNS 12 12 �° � / CONSTRUCT r V•GP. SEWER MAIN �j SWEET 4 Of 15 - � 1 1 I i i m 3/ / / © CONSTRUCT 4' DfA. MANHOLE PER STD• DWG NO. 18 R JnWN N r,N /c� 40 CONSTRUCT 5 DIA MANHOLE PER STD. DWG NO. I& LQ STREET R1* in / Q INSTALL WATER TIGHT PLUG. 14Jo+ I / mb ® CONSTRUCT MANHOLE WITH r STUB OUT W►TH WATER TWT PLUG N� 6 _ 3+30.- 4 9 C Q CONSTRUCT 4' V•GP. SEWER LATERAL PER C.C.W.D. DWG NO 15. 6 1 _ CT G M.N. \ ® INSTALL CONCRETE ENCASEMENT PER C.CWD. STD. OWG• NO 23 LQ / � Q CONSTRUCTION MANHOLE APRON PER DETAIL ON 94EET 1. Z a4 oo I N 41'49' E N 84.41'49' �2+00 v N ® INSTALL DEEP CUT 4" SEWER LATERAL PER GC.WD. STD. DWG NO. 16. - - 1�i— 11 INSTALL STEEL CASING PER STD. DWG• NO: 22 40 V - - - a- -- - - - - - -�- -�- -- - - - - - - - - - - - - - - - - - - - - - - - - - - �� . \ `'' © INSTALL 4" D.I.P. SEWER LATERAL CCW STD. DWG NO. I& Ar �U ^ 4 1 8'H X 11'w R.C. BOX PER CFD / 9H 01-01, SHT. 11 OF 15 `� / M•N, + O .00 1 N __ 6+ € N 4 9 • 1 to 8'H X 11V R•C BOX PER CFD 01-01, SHT. 10 OF 15 FUTURE "C" STREE 6 PLAN SCALE: r - 4a O NOTE: �ll l� All FUTURE STREETS ALONG PROPOSED SEINER 40' 20' 0' 20' 40' 80' 1 ALIGNMENT DUST BE ROUGH GRADED TO WITHIN ONE FOOT OF FINISHED GRADE PRIOR TO INSTALLATION OF SEWER LINE. or SCALE - ---- - ---- --------- - SCALE : 1 40' NO. 10052 ELEV. 1328.180 PREPARED UNDER THE SUPERVISION OF: PLANS PREPARED BY: DATE APPROVED: 4- ' S - o L._ DESIGNED BY DRAWN BY CHECKED BY SET 2' BRASS DISK IN CONC. CURB M CONSULTANTS, QVC. BYOUAMONGA COUNTY WATER DISTRICT DRAWING NO. STAMPED "CITY OF RANCHO CLOWNGGA HH JS CCWD/RS /� ,� ,,�� , ,, ' BM 10052 1987" AT NE CORNER OF C��'� •� ENGINEERING •LAND PLANNING• LAND SURVEYING ASSISTANT GENERAL MANAGER, C.O.O. BASELINE & ROCHESTER AVE., 53 FT. ' �4 '°~ WNSUTAVTS 25322 RYE CANYON ROAD, SUITE 201 CUCAMONGA COUNTY WATER DISTRICT SCALE STA. 9+53.03 TO STA. 1g+03.32 3 3 ) NORTH OF EXIST. CENTERLINE OF BASE & SANTA CLARITA , CAUFORNIA 91355 ENGINEERING DEPARTMENT WORK ORDER ATLAS NO. sh s" 20 FT. EAST OF EXIST. CENTERLINE OF Phone : 66, 257-6570 10440 ASHFORD STREET, CUCAMONGA, CA 91730 No. C STREET ROCHESTER AVE. 1 RCE EXP. DATE 1. •i- ol/ Fox : MI) 257-6577 (909) 987-2591 AS SHOWN 2211 REY. DESCRIPTION DATE AP'D PUBLIC SE1rER COLLECTION S� SgEET 6 0l► 9 EILE I:APROJECTS\922-001 CFD 01-01\9?2-024 SEWER DAY CRE EK\SWR-SH16.dwg Y i EXMANG GRIXV STIRFACE AT PIPE -� AT € PPE + I \ 42` CMIP I I I 4Yh STAND Pff X41- 0.1 x �.� SX lr, �` ��X I � 1 107n 11 11 36 X -9017n i �b� Qt's I 6 �ti 8 ?psi x itn A415TAtL 1. 58 IN5`TALL P94.�Ii L.F. 11V5 ALL XM LFelm . we t5" - 15" 15' P OFILE SCALE V.C.P. V.C.P. V.C.P. ORIZ. 1`= 40' 1`- 4. 1 2 3 4 5 6 7 8 CONSTRUCTION NOTES O CONSTRUCT 15" V.C.P. SEWER AWN RRURE S?REET RIV © CONSTR(JCT 8" V.C.P. SEWER. 'PINERY 0 CONSTRUCT 4' Du MwvHOLE PER C.C.W.D. STD. DAG. NO. 18 G YA y Q � 5' Dol MANHOLE PER STD. DM'G. Nb. 18 © CONSTRUCT MANHOLE MATH 8' STUB OUT WTH WATER TK�IT PLUG 2 p Oj INSTALL 4" V.C.P. SEWER LATERAL PER C.C.W.D. STD. DWG. NO. 15. 7 gO INSTALL MANHOLE APRON PER DETAIL ON SHEET 1. # �17 7 64• INSTALL DEEP CUT SEWER LATERAL PER C.C.W.D. STD. DWG. Nb. 16 7 Q INSTALL STEEL SEWER CASING PER C.C.W.D. STD. DWG. NO. 22. FJam* "K-K" N/ /I , * �8-� I U l URE STREET g l� 3 7 v+ ^ '1v �8• 1© NSTALL. 4 D.I.P. SEWER LATERAL PER CCM SID. DWG. NO. 15 4 �x� 11 T 11 g �' 11 11 I �+ — = �z — _ ll/ / — 1 11 6 Il moo 30, 1 �. ClC 2 11 � � 5��2• W •. Q �W 111 7 � — _ - - � — g l/l 11 l� PLAN II .� �. - — N 7 .� / SCALE: 1" = 40' �• 11 g�, � I �` � 7 ^ 4 8, 1p 7 � 7 rr g o 0000 F T cbftjrf 40 20 0 20 40two GRAPHIC SCALE SCALE : 1"= 40' CURVE DATA: NOTE: CURVE •DELTA RADIUS LENGTH TANGENT 6 � Cl 25'42'54" 300.00' 134.64' 68.48' ALL FUTURE STREETS ALONG PROPOSED SEWER C2 27-16'18- 300.00' 142.79' 72.78' �� MUST � ROUGH GRADED TO WTMMI ONE FOOT OF FINISHED GRADE PRIOR TO INSTALLATION OF SEWER LINE. NO. 10052 ELEV. 1328.180 PREPARED UNDER THE SUPERVISION OF: PLANS PREPARED BY: DATE APPRO D: �}- - Z'4t - C>t— DESIGNED BY DRAWN BY CHECKED BY SET 2" BRASS DISK IN CONC. CURB %% CONSULTANTS, BY: OUAMONGA COUNTY HATER DISTRICT DRAWING NO. STAMPED 'CITY OF RANCHO C� "� ENGINEERING • LAND PLANNING• LAND SURVEYING ASSISTANT GENERAL MANAGER, C.O.O. HH JS CCIMD BM 10052 1987" AT NE CORNER OF S y. , STA. 1+00.00 TO STA. 8+45.35 Q 3 3 25322 RYE CANYON ROAD, SUITE 201 CUCAMONGA COUNTY WATER DISTRICT SCALE ( v BASELINE & ROCHESTER AVE., 53 FT. CONS,LTAYM SANTA CLARITA , CALIFORNIA 91355 ENGINEERING DEPARTMENT WORK ORDER ATLAS NO. !� NORTH OF EXIST. CENTERLINE OF BASE do Phone : (661) 257-6570 1 p440 ASHFORD STREET, CUCA#10 TME CA 61730 No. WINERY WAY & FUTURE Q STREET 4 20 FT. EAST OF EXIST. CENTERLINE OF +L RCE EXP. DATE 1Q t -e �- Fax : (661) 257-6577 REV. DESCRIPTION DATE AP'D ROCHESTER AVE. (909) 987-2591 1 AS SHOWN 2111 PUBLIC SEWER COLLECTION SYSTEM sHm 7 OF 9 Fcf r:vPRcv£< s�sz. 007 cra 01-01�92.2-o7a StWfR OAr CRtf K'SWR ;Hrzdwg } } raw N kiN FlN51"IED StWACE it 8 � � tilb 1.5 % Q I ) I � ° s• 4-% Q O' xo,�' C2--- 1280 O ! � $ y. x tiX or 'r ; NSTALL 165-.6& LF i NAJTA INSTALL 147.02 LF INSTALL 178.49 LF. mill 15" V.C.P. c " v,c,I? 15" V.C.P. 15" V.C.P. PLOR'l ILE SCALE i Z. 1 40' 1 = 4 � SHEET 7 FUTURE FUTURE " " STREET "P" STREET I I ' NOTE: 11 I� I� � � 30l ExrsnNc 15' vt;P - -- - CONSTRUCTION NOTE 8 la-L-L 12' TO BE AEIWDONED ALL FUTURE STREETS ALONG PROPOSED SEWER 12' I- 8 11 - ALIGNMENT MUST BE ROUGH GRADED TO W"IN ONE O1 �T 15" V.C.P. SEWER A4UN -- - �I r'► r► I O I I I FOOT OF FINISHED GRADE PRIOR TO INSTALLATION OF O CONSTRUCT 8' V.C.P. SEWER MAIN III FUTURE RE O-O I STREET SEWER LINE. p CONSTRucr 4' DUL MANHOLE PER STD. DWG 18. 2.6' �_ 39.4 I I I I III I - _ CURB FACE TO (1 Q CONSTRUCT 5' DUI. MANHOLE PER STD. DWG N0. 18 C.L. MANHOLE I I III I i 50 CONSTRUCT MANHOLE WITH 8' STue OUT WRH WATER TIGHT PLUG VICTORIA PARK LANF, I I I I I I �I I I I I Q cavSrRUcr MANHOLE wntr 8' sn�e our *TM wArER rrcff PLuc. h N 3 I s Q � 4" V.C.P. SEWER LATERAL PER c.C.W.o. DWG. NO. 15. d III + + N � � Q INSTALL a�NCRETE sEwER cAsrNc PER c.c.w.o. sm. owG. No. 23 s . • • 1.25'1.25 I `;j H I 11 90 CONSTRUCT WWHOLE APRON PER DETAIL ON SHEET 1. a -1 -T F QO INSTALL 4" DEEP CUT SEWER L AMM PER STD. DWG. NO.I& T I N ` _�/ 6 - - - © INSTALL STEEL CASING PER STD. DWG. No. 22. -12" 12 _ _ _ =2 +00 W W4+00 5+00 W N OO' S 45 E L _ w 2+00 1 f_ �� A CURVE DATA: o I 10 N51_ — — _ _7124*# — _ = I \/ I I CURVE DELTA RADIUS LENGTH TANGENT I z � _ \ Cl OF 19,16" 500.00' 72.62' 36.37' ~� / C2 05'23'09" 500.00' 47.00' 23.52' Zz- 4 4' N �, ZA "� I 4 - – 5' DUI. SEWER M.H. 9 ;' o� 3 4 9 PER CCWD STD. s _ - DWG. NO. 18 Dag. 9 15" VCP 4 SEWER 9 _ }.� PRIOPIQSED 10' WEE i =, SEWER EASEMENT PLAN 1 P i I r d ( +�S 11 L= 135,'L9' SCALE. r 4V • a d • {[7 Z DETAIL FOR MANHOLE AT STA. 6+96.02 ,41,,D �aN 15�►oLEV ro sEwFR 4 9 40' 20' 0' 20' 40' 80' NOT TO SCALE BE ABANDONED - ( 6*9 602 N. EIITS1T11IG SEWER MANHOLE _ _ --- - - - - i e►� -� - - - - - - - GRAPHIC SCALE + SCALE 1" SEE DETAIL FOR PROPOSED MANHOLE LOCATION, RIGHT REMOVE I� PORTION OF HEREON - - EXIST. 15" SEWER PER TR. 12044 VICTORIA PARK LANE SHT. 8 OF 8 do CONST. 5' MANHOLE NO. 1005`.? ELEV. 1328.180 PREPARED UNDER THE SUPERVISION OF: PLANS PREPARED BY: DATE APPROVE • �- - �c1 - d Lam- DESIGNED BY DRAWN BY CHECKED BY SET 2' BRASS DISK IN CONIC. CURB M CONSULTANTS INC. OUAMONGA COUNTY WATER DISTRICT Dx�l�rrxc NO. STAMPED 'CITY OF RANCHO CUCAMONCA BY: " ' ` ENGINEERING - LAND PLANNING* SURVEYING ASSISTANT GENERAL MANAGER C.0.0. BM 10052 1987 AT NE CORNER OF J HH ,1S CCwD STA. 1+00. `/ -�1v-e L 25322 RYE CANYON ROAD. SUITE 201 CUCAMONGA COUNTY WATER DISTRICT SCALE 00 TO STA 6+96.02 I 3 3 BASELINE & ROCHESTER AVE., 53 FT. MAW TANTS SANTA CLARITA CALIFORNIA 91355 "0-0" ! !! NORTH OF EXIST. CENTERLINE OF BASE do _6570 ENGINEERING DEPARTMENT WORK ORDER ATLAS NO. FUTURE 0-0 STREET 20 FT. EAST OF EXIST. CENTERLINE OF Fox Phons : (661; 257-6577 10440 ASHFORD STREET, CUCAMONGA, CA 91730 N0. REV. DESCRIPTION DATE AP'D ROCHESTER AVE. RCE EXP. DATE `-Z-o•v (909) 987-2591 AS SHOWN 2112 PUBLIC SEVER COLLECTION SYSTEM SHM 8 OF 9 f ILE L\PROJEC1S\922-00�D 01 01 2 gecf EWREE K\SWR SHl dw� sSeo-� �4 EXISTING 15' V.C.P. SEWER ' TO REMAIN PER TR. NO. 1044 SHEET 8 OF 8 EXISTING _ SINGLE j ' 1 FAMILY , I � RESIDENCE - .� t - I FUTURE COMMF.R('[AI_ EXISTING WINERY � x SEWER 1 \ {_ -A I _ _ I. t---,_-�>. i A ' T 1 I T j r �> .!� /j 1 1 I � � �� , � y#00 000, j �X. FUCU — C--T--r�'� �ie\� - — � 1 -, 1 fir- l r III , 1 7-� - (--T - -1 -T r- I r- ► -t-- _ ' - --j �- �' I - - - -I I - � _ � - _ _ F7 � 77 7T-�—�- - T_ --- r I r-r A � � I I � L L 111 7 � T- L._1. L._1_LJ_1_L_J r - I /' � I I I � I � � I ► I I I I I �� 1 � l � � � � � � � � CHURCH FUTURE ALL FUTURE STREETS AND EASEMENT TOl BE DEDICATED BY RECORDED TRACT MAP PLAN OR RECORDED EASEMENT PRIOR TO LE<�` SCALE: r - goo• ACCEPTANCE OF SANITARY SEWER — -- 200' 100' 0' 100' 200• 'We _ —— ————— — EXISTING MANHOLE AND SEWER TO REMAIN — 8———— GRAPHIC SCALE SCALE : 1"=200' EXISTING MANHOLE AND SEWER TO BE ABANDONED IN PLACE ALL ABANDONED WITHIN PUBLIC R.O.W. TO BE REMOVED. NO. 10052 ELEV. 1328.180 PREPARED UNDER THE SUPERVISION OF: PLANS PREPARED BY: DATE APPROVED: 4- ' Zq - oL DESIGNED BY DRAWN BY CHECKED BY SET 2' BRASS DISK IN CONC. CURB SR CONSULTANTS, INC. OUAMONGA COUNTY WATER DISTRICT DRAWING rTo. STAMPED "CITY OF RANCHO CUCAMONGA BY. ` '� ` ENGINEERING •LAND PLANNING• LAND SURVEYING ASSISTANT GENERAL MANAGER, C.O.O. WAM JS IRs BM 10052 1997 AT NE CORNER OF PLAN VIEW OF EXISTING SEWER LINES 25322 RYE CANYON ROAD, SUITE 201 BASELINE dC ROCHESTER AVE., 53 FT. - —/` �b�.�T'aM5 SANTA CURITA , CALIFORNIA 91355 CUCAMONGA COUNTY WATER DISTRICT SCALE ) 6 3 NORTH OF EXIST. CENTERLINE OF BASE do ENGINEERING DEPARTMENT WORK ORDER ATLAS NO. TO BE ABANDONED OR REMAIN IN PLACE 20 FT. EAST OF EXIST. CENTERLINE OFPhone : (661) 257-6570 10440 ASHFORD STREET, CUCAMONGA, CA 91730 NO. REQ. DESCRIPTION DATE APb ROCHESTER AVE. Z 3' RCE EXP. DATE G -L - Fox : (661) 257-6577 ' 2112 200 = (909) 987-2591 1 PUBLIC SEWER COLLECTION SYSTEM SHEET 9 of 9 Pro,ycc4, 5 ? aPCoa ROAD BASELINE WATER GENERAL NOTES: PR ECT SITE ''' "w W 1. ALL WATER SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CUCAMONGA 16. SAND BEDDING AND SAND BACKFILL IN THE PIPE ZONE IS REQUIRED UNLESS COUNTY WATER DISTRICT STANDARD SPECIFICATIONS AND THE LATEST EDITION NATIVE MATERIALS ARE CONSIDERED SUITABLE AS SUCH BY THE DISTRICT OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. ENGINEER. 17. TRENCH RESTORATION AND PAVEMENT REPAIR SHALL BE IN ACCORDANCE WITH I ( 2. COUNTY WATER DISTRICT COPIES OF THE LATEST STANDARD SPECIFICATIONS THE STANDARDS AND SPECIFICATIONS OF THE APPROPRIATE LOCAL AGENCY. PRIOR TO START OF CONSTRUCTION. I 18. THE WATER CONTRACTOR SHALL ADJUST ALL GATE VALVE COVERS TO GRADE 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE AFTER FINAL PAVING IS COMPLETED. a I THEMSELVES WITH THE SITE AND SHALL BE HELD SOLELY RESPONSIBLE FOR - r ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY, OR INDIRECTLY 19. PRIOR TO ACTIVATION OF ANY NEWLY CONSTRUCTED WATER LINES, OR ANY FROM THEIR OPERATIONS, OAiETHER OR NOT SAS' F ACILITIF I- 4RE SHOWN ON CONNECTIONS TO EXISTING SYSTEMS, HYDROSTATIC TESTING AND DISINFECTION 3 THESE PLANS. SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 5, TECHNICAL PROVISIONS,ui y OF THE STANDARD SPECIFICATIONS OF THE CUCAMONGA COUNTY WATER DISTRICT. I 4. ALL 6-INCH WATER LINES SHALL BE 12 GAGE STE"F•1.; All 8- INCH THROUGH �►� � ��"a W16-INCH WATERLINES SHALL BE 10 GAGE 3TEFL, -F-MEN7 MORTAR LINED AND 20. THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY UNDERGROUND SERVICE I I COATED IN ACCORDANCE WITH ANSI/AWWA SPECIF I( ATION `205"-00. ALERT (1-600-227-2600) AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO START --T CONSTRUCTION. .,, THE MINIMUM AND MAXIMUM STATIC WATER PRESSURE WITHIN THIS PROPOSED ( ear W SYSTEM IS 4Q P.S.I. AND 55 P.S.I., RESPECTIVELY, 21. FOR WATER SYSTEM INSPECTION ON THIS PROJECT, THE CONTRACTOR SHALL VICINITY MAP 0_1 i CONTACT THE CUCAMONGA COUNTY WATER DISTRICT AT (909) 987-2591, TWO 6. ALL WATER METER SIZES SHALL BE V4" MIN (DO:AESTTC) AND 1' LANDSCAPE. WORKING DAYS PRIOR TO THE REQUIRED INSPECTION DATE. I c 7 ALL WATER MAINS SHALL. BE INSTALLED WITH 42 INCHES 'IMUM COVER. 22. THE CONTRACTOR SHALL RETURN A LEGIBLE AND CLEAN SET OF 'AS BUILT" DRAWINGS TO THE CUCAMONGA COUNTY WATER DISTRICT PRIOR TO FINAL 8 ALL FIRE HYDRANT LOCATIONS SHALL CONFORM T4 THE STANL. '0 ';PECIFICA__ ACCEPTANCE OF ANY SYSTEM. WATER MAIN CONSTRUCTION NOTES. TIONS OF THE CITY OF RANCHO ^IJCAMONGA FIRF PROTECTION Uig - F1 EF.T NO. _ TEEM _ QUANTITY I 23. APPROVAL OF THESE PLANS BY THE CUCAMONGA COUNTY WATER DISTRICT __-- 9 THE DEVELOPER SHALL HAVE THEIR CONTRACTOR VERIFY THE ELEVATIONS OF DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OR EXISTENCE Oi INSTALL 12' CML & C WATER MAIN. LF 2,309 I ALL EXISTING WATER MAINS AT POINTS OF CONNECTION PRIOR TO ANY CON- OF ANY UNDERGROUND FACILITIES, WHETHER OR NOT SAID FACILITIES ARE 2 INSTALL 12• FLANGED GATE VALVE PER STD DWG. NO. 4. EA 8 STRUCTION OF FACILITIES. ANY NECESSARY CHANGES OF WATER MAIN DEPTH SHOWN ON THESE PLANS. I DURING CONSTRUCTION SHALL BE REPORTED 'TO THE. CUCAMONGA COUNTY © INSTALL CONCRETE THRUST BLOCK. EA 35 WATER DISTRICT FOR REVIEW AND APPROVAL PRIOR TO CONTINUANCE OF 40 INSTALL 8' FLANGED GATE VALVE PER STD. DWG. NO. 4. EA 6 CONSTRUCTION. w 50 INSTALL 8' BLIND FLANGE. EA _ 10. THE CONTRACTOR SHALL HAVE A CLASS C34 LICENSE. © INSTALL 12' x 8' FLANGED CROSS EA1 O INSTALL 12' 22 1/7 FLANGED BEND. EA - I V 11. THE CONTRACTOR SHALL BE REQUIRED TO OBTAIN THE NECESSARY PERMITS FROM THE APPROPRIATE LOCAL AGENCIES PRIOR TO ANY CONSTRUCTION ® -INSTALL 12' x 12' FLANGED CROSS. EA WITHIN ANY STREET, RIGHT-OF-WAY, OR EASEMENT. 90 INSTALL 12' BLIND FLANGE. EA - I 10 12. ALL WATER METER SERVICES FOR THE USE OF LANDSCAPE IRRIGATION OR SCALE: 1'=200' INSTALL 2' AIR & VACUUM RELEASE VALVE PER STD. DWG. NO. 7. EA 1 ' I S.B CO. W PUBLIC DOMESTIC USE, OTHER THAN FOR RESIDENTIAL, SHALL HAVE INSTALLED © INSTALL 4' BLOW-OFF ASSEMBLY PER STD. DWG. NO. 68. EA 1 F. .D. I AN APPROVED REDUCES PRESSURE PRINCIPAL BACKFLOW ASSEMBLY AS TIME © INSTALL 12' x 12' x 8' FLANGED TEE. EA - I RK HT ui MINIMUM BACKFLOW r -�OTECTION REQUIREMENT. 300' S.C.E. OF I 300' S.C.E. © INSTALL 12' x 12' x 12' FLANGED TEE. EA 1 RIGHT OF WAY WAY RIGHT OF WAY �/� Q+ 13. THE WATER CONT (ACTOR SHALL BE RESPONSIBLE FOR INSTALLING DISTRICT INSTALL 12" x 8' FLANGED REDUCER. EA 2 Vr FURNISHED MET_R BOXES. I Q © INSTALL FIRE HYDRANT ASSEMBLY PER STD. DWG. NO. 3. EA 18 I 14. PRESSURE REGULATING VALVES ARE REQUIRED FOR EACH SERVICE WHERE THE WATER S`'STEM PRESSURE EXCEEDS 80 P.S.I. (SEE NOT #5). ® INSTALL 8" CML�C STEEL WATER MAIN. EA 565 I © INSTALL 8' x 2' REMOVABLE BLOW-OUT PER STD. DWG. NO. 6A. EA 17 15. THE V NIMUM SEPARATION BETWEEN WATER LINES AND SANITARY SEWER LINES ® INSTALL 12' x 20 REMOVABLE BLOW-OFF PER STD DWG NO 6A. EA 3 I F ►G1 SHA'_L CONFORM TO THE STATE OF CALIFORNIA ENVIRONMENTAL HEALTH CODE, 7EFET TI'�E 22, SECTION 64630-C. ® TACK WELD ALL JOINTS WITHIN 80 FEET OF END OF MAIN AND EITHER EA 7 I I SIDE OF BENDS PER STD. W. NO. 9 I ® HOT TAP EXISTING MAIN PER STD. DWG. NO. 11 A EA - I ® INSTALL 30' CML & C STEEL WATER MAIN LF 1,767 I I ARBOR ® INSTALL 30" 45' RANGED BEND. EA - I ® INSTALL 30' BUTTERFLY VALVE AND APPURTENANCES. EA 1 I WAY ® INSTALL 12' WELD-ON FLANGE. EA 1 ® INSTALL 16' WELD-ON FLANGE. EA 1 I s ® INSTALL 16 FLANGED BUTTERFLY VALVE PER STD. M. NO. 4. EA 1 VICTORIA PARK ® INSTALL 12' 90' FLANGED BEND. EA 2 I I LANE ® INSTALL 16' 90' FLANGED BEND. EA 1 z ® INSTALL 8' X 8' X 8" FLANGED TEE EA 1 INSTALL 16 X 12m FLANGED REDUCER. EA 1 �+ ® INSTALL 12' CML & C SPOOL (LENGTH AS REQUIRED) EA 3 I 5 �� CHURCH STREET ® INSTALL 16' CML & C SPOOL (LENGTH AS REQUIRED) EA 1 I -- --a - - - - - - - - {--- - - - � ® INSTALL 8' WELD-ON FLANGE. E/1 7 30 WATER - - - WOWATER ® INSTALL 30' 11-1/4' FLANGED BEND. EA 1 INSTALL 30' 22-1/7 FLANGED BEND. EA 1 -- --- - j=URCH SHEET 6SHEET 7 / ® INgTA " GONG. SNC,A61rMENT p� 117112. VW 6t, No. 23 F,AC" 0 1N5T�� "X 4h� Fl.ktJ COED 13E1JD EA 2 ( I INDEX MAP -- - I I I I I I I I PRIVATE ENGINEERS NOTICE TO CONTRACTOR: I CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS I � I f DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY- THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. FIRE MARSHALL CERTIFICATION THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE RANCHO CUCAMONGA FIRE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING FIRE PROTECTION SYSTEM APPROVED S )3 (� PROTECTION DISTRICT UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY � Approval is granted tar underground MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE QRpf ESS/p� public water mains, hy&mta, and fire PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE To THESE LINES OR STRUCTURES. A. l�`' 2L include army onalt �� • INSPECTOR, RANCHO CUCAMONGA FIRE PROTECTION DIST. p ,g or appurteanCeS• CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE y i No. 33922 ,`-, m ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. CAL DIAL TOLL FREE * Exp. 6-30-02 1-800--422-4133 sl civiv AT LEAST TWO DAYS 9� CAt�F BEFORE YOU DIG UNDE - RGROUND SERVICE ALERT OF SOUTHERN IFORNIA PLANS PREPARED BY: APPkD AL DATE_�_z-�� a�- DESIGNED BYE DRAWN BY, CHECKED BY,BENCH MARK SR CONSl1LTANTS, INC. ) DRAWING No. 2' W.&M DISC IN Crwc I NO. 10052 v.Ev , '�CURB STAMED A M J L S CCWD S ENGINEERING • LAND PLANNING• LAND SURVEYING U CAM O N GA COUNTY WATER DISTRICT 25322 RYE CANYON ROAD, SUITE 201 ASSISTANT GENERAL MANAGER. C.O.O.�.o.o. WATER DISTRIBUTION SYSTEM 163 3 I��"CITY OF RANCHO CUCAMONGGA 8M 10052 1987" SANTA CLARITA, CALIFORNIA 91355 WORK ORDER ATLAS No, AT NORTHEAST CORNER OF BILSEIJ E AND ROCHESTM COh6U TANTS CUCAMONGA COUNTY WATER DISTRICT SCALE ANOff, 53 Ff. NORTH OF DOMING SINE OF L Phone (661) 257-6570 No 2111 8k3ELNNE AND 20 FT. EAST OF DOSSTM CENTERLINE , /G� . _,�o y Fax : (661) 257-6577 10440 ASHFORD STREET, RANCHO CUCCAAMONGA. CA 91729 AS SOWN 231 o DAY CREEK BOULEVARD & CHURCH T R E RE V. DESCRIPTION DATE APP'D OF ROCHESTER AVtJE. 17rI111AlI A YdCENZif RC.E. 3382 EXP. 6-30-02 909 987-2591 E SHE, 1 OF 7 nosz,c+ X64+_ s'� a (a4 UTILITY CROSSING TABLE PROPOSED MAIN OVER OR PROPOSED MAIN UNDER WATER MAIN TYPE OF B.O.P. ELEV. OF T.O.P. ELEV. OF T.O.P. ELEV. OF B.O.P. ELEV. OF I 120' EA"NT TO THE STATION UTIUTY CROSSED PROPOSED MAIN UTIUTY CROSSED UTILITY CROSSED PROPOSED MAIN SAN BERN RO COUNTY I FLOOD C QL DISTRICT 10+45.84 30" R.C.P. ST. DRAIN 1251.3 1247.11 300' WIDE SOUTHERN CALIFORNIA EDISON RIGHT-OF-WAY FOR STORM DF AIN PURPOSES 300' WIDE SOUTHERN CALIFORNIA EDISON RIGHT-OF-WAY 12+60.39 18" R.C.P. ST. DRAIN 1252.09 1249.50 I I I ( , I I I I I tp y � Lo 21 I , 16 _ PROP. UNE 'A' 8'H X 12'W o. R.C. BOX PER CM-01-01 3 I pp.tlA �0 q CUMF�'�` PROP. UNE 'A-11' DWG. N0. SHT. 6 ' ♦ a1 S ,�AM F�V-- ��g �p 18" R.C.P. S.D. P7, z o N PROP. UNE 'A--1' CFD 01-01 DWG. a •� g 30" R.C.P. S.D. PER SHT 6 o 0'i g CFD Ot-01 DWG. J� - • I o x t I r _I SHT 8 z�•� ?I _ _ — - _ _ 2 o � � - y i w EXISTING 54p R.C.P. S.D. PER , - �+ - DWG. NO.'S B-22 be D14188 SHT 15 OF 66 \1 I I ►I i L • 1\ r II i� ice / 21 1-2 4 f aJ j `� iG EXIST. 8' WATER PER _ 1 \ # ( I 2 - / i 3 Z_6 C.C.W.D. DWG. NO. 8805 1 Z 3 t5 _ � , � ' PROPOSED LINE "A-12' � � m� I l ; '/ '8" RCP S.D. PER o �' Z o - ( CFD-01-01 3 Z ZR I PROPOSED 30" WATER MAIN N SHT 6 3 -3Z TO CROSS OVER PROPOSED - 0 21 < 3 STORM DRAIN N1z o 3 I II, I I 00 WATER MAIN CONSTRUCTION NOTES —t-- EX. ---�-- i" I I I I I 'f'�y O O O z _�_ �"W- - - - - - - - - - - - - - - - I I t INSTALL 12" CC STEEL WATER MAIN. - - - - - � ' I I OX IS do ;'6' 2 INSTALL 12' FLANGED GATE VALVE PER STD. DWG. NO. 4. t g�q 1 1 J,� 6' Q3 INSTALL CONCRETE THRUST BLOCK. \ / Z I I 2 3 O INSTALL 8" FLANGED GATE VALVE PER STD. DWG. NO. 4. ( I w 3 My O5 INSTALL 8" BUND FLANGE. I II vi 0w w 0INSTALL 12 x 80 FLANGED CROSS INSTALL 12' - 22 1/2' FLANGED BEND. INSTALL 12' x 12' FLANGED CROSS. I II z 3 9 INSTALL 12' BUND FLANGE. I I M Z a I I I I `� LEGEND to INSTALL 2" AIR & VACUUM RELEASE VALVE PER STD. DWG. NO. 7. III I w I l� WAS MAIN t t INSTALL 4" BLOW-OFF ASSEMBLY PER STD. DWG. NO. 6B. Of I II 3 INSTALL 12' x 12" x 8" FLANGED TEE. 6 0 1 III , �o~ / /i � � 8 VALVE {GATE OR BUTTERFL1r) © " " EXISTING 16 WATER MAIN PER - 13 INSTALL 12 x 12 x 12 FLANGED TEE. 30' FIcUi' 3 C.C.W.C. DWG. N0. 89-W63-5 I / 0 TMST 14 INSTALL 12" x 8' FLANGED REDUCER. 15 INSTALL FIRE HYDRANT ASSEMBLY PER STD. DWG. NO. 3. I) I ------ �'I� a / / FIRE HYDRANT waW. o�'oa I / EXISTING 1 I NN x 20'W RECT. Z REMOVABLE BLOW-OFF INSTALL 8" CML&C STEEL WATER MAIN.I / V"-� CONC. CHANNEL I I / j CryrygTION AIR & VACUUM RELEASE VALVE Q INSTALL 8" x 2" REMOVABLE BLOW-OUT PER STD. DWG. NO. 6A. II i 3 - _ �� INSTALL 12' x 2' REMOVABLE BLOW-OFF PER STD. DWG. NO. 6A. III II ; � -�- CONTRACTOR TO FIT BEND TO i I I O r � ACTUAL CONDITION IN FIELD // STREETIMPROVEMENTSME►� 1A t9 TACK WELD ALL JOINTS WITHIN 80 FEET OF END OF MAIN AND EITHER SIDE OF BENDS PER STD. Dwc. NO. 9 HYSSOP ; i I I I ® HOT TAP EXISTING MAIN PER STD. DWG. NO. 11 A DRIVEI EXE. 30• WATER MAIN � INSTALL 30' CML do `: STEEL WATER MAIN. NOTE: INSTALL 30' 45' FLANGED BEND. 42" MINIMUM COVER OVER WATER MAIN INSTALL 30" BUTTERFLY VALVE AND APPURTENANCES. CONTRACTAND GRADE of Ex 3oTO VERIFY E I I LINE DATA: ® INSTALL 12 WELD-ON RANGE. INSTALL 16" WELD-ON FLANGE. WATER MAIN PRIOR TO CONSTRUCTION I UNE BEARING" DISTANCE ® INSTALL 16" FLANGED BUTTERFLY VALVE PER STD. DWG. NO. 4. `-_----- I I L1 N 33'04'40* E 16.16 ® INSTALL 12" 90' FLANGED BEND. L2 N 78'04'40" E 68.74' L3 N 78'56'110 E 116.87' ® INSTALL 16" 90' FLANGED BEND. DETAIL "A" L4 N 80'24'19" E 205.13' ® INSTALL 8" X 8" X 8" FLANGED TEE NOT TO SCALE INSTALL 16' X 12' FLANGED REDUCER. ® INSTALL 12" CML do C SPOOL_ ( LENGTH AS REQUIRED) Qvv E SS/pNq C U RVE DATA: ® INSTALL 16" CML do C SPOOL (LENGTH AS REQUIRED) A l� CURVE DELTA RADIUS LENGTH TANGENT INSTALL 8 WELD-ON FLANGE. C 1 05'53'19" 876.00' 90.03' 45.06' ® " DIAL TOLL FREE - ' " ' ' ►-� Z C2 09'36 12 876.00 146.83 73.59 ® INSTALL 30" 11-1/4' FLANGED BEND. 40 20 0 20 40 80 No. 33922 F, } 1-800-422-4133 * Exp. 6-30-02 s AT LEAST TWO DAYS Q GRAPHIC SCALE l,9 CIV11 BEFORE YOU DIG OF CAt�F� SCALE : 1"= 40' UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BENCH MARK PLANS PREPARED BY: SR CONSUAPPROVAL DATE ' ZC DESIGNED BY DRAWN BY CHECKED BY DRAWING No. sNO. 10052 S. DISK IN CONC.ELEV. 1328.180 8.18 ED ENGINEERING NG - cAN PLANNING IN LANDSU SURVEYING UC MO N GA COUNTY WATER DISTRICT BM 10052 1987" " * 25 ASSISTANT GENERAL MANAGER C.0.0. wAM � �CWD/RS 33 AT NORTHEAST CORN FOCITY OF RANCHO FBASELINE AND ROCHESTER CONSU TAWS SANTA CLARITA, CALIFORNIA 91355 CUCAMONGA COUNTY WATER DISTRICT SCALE, WORK ORDER AT2111No, CHURCH STREET AVENUE, 53 FT. NORTH OF EXISTING CENTERUNE OF Phone (661) 257-6570 ENGINEERING DEPARTMENT 2311 BASELINE AND 20 FT. EAST OF EXISTING CENTERLINE _, . Fax : (661) 257-6577 10440 ASHFORD STREET, RANCHO CUCAMONGA, CA 91729 11=40' 231 o WATER DISTRIBUTION S YS T E M REV, DESCRIPTION DATE APP'D OF ROCHESTER AVENUE. WUJQ A. yc FKZIE R C, 3%2Y per, 6-30-02 (909) 987-2591 SHT. 2 OF 7 (10Iladmµ S4 J ro WATER MAIN ------ ,,--""a. UTILITY CROSSING TABLE CONSTRUCTION NOTES � 31 47 ,, ", 34 /� 'O 14 � � �.\\ ,' 13 30 48 �\ _C35`, PROPOSED MAIN OVER OR PROPOSED MAIN UNDER t INSTALL 12" CML & C STEEL WATER MAIN. + WATER FAIN TYPE OF B.O.P. ELEV. OF T.O.P. ELEV. OF T.O.P. ELEV. OF B.O.P. ELEV. OF 4 INSTALL 12' FLANGED GATE VALVE PER STD. DWG. N0. 4. ` +++ 'rr 3 43 +� STATION UTILITY CROSSED PROPOSED MAIN UTILITY CROSSED UTILITY CROSSED PROPOSED MAIN O INSTALL CONCRETE THRUST BLOCK. i i O INSTALL 8" FLANGED GATE VALVE PER STD. DWG. No. 4. ; 41 45 f :zu\ _ ; 11�I A T C H LINE SEE SHEET 4 - 14+50.0 0 f^r 33.�� „ .P rz 5(O.o� 12 5 2.x 3 O5 INSTALL 8" BUND FLANGE. I r +++ 4t C, 4t i t +060.51 t0 R.G.P. 5.0. 1258. 3 6 INSTALL 12" x 8' FLANGED CROSS +� 44 b % +� 1 _ O I INSTALL 12' - 22 1/2' FLANGED BEND. t6 ° O INSTALL 12" x 12' FLANGED CROSS. 4t Q INSTALL 12" BUND FLANGE. I I I ro INSTALL 2' AIR do VACUUM RELEASE VALVE PER STD. DWG. NO. 7. --- -- -- I I -- --PROP-.- 15" SEWER PER--- tt INSTALL 4" BLOW-OFF ASSEMBLY PER STD. DWG. N0. 68. CFD 01-01 DWG. SHT. INSTALL 12" x 12" x 8DETAIL "B" -� �- T4s'- - - 3 of 9 t4 " FLANGED TEE. DETAIL "A" NOT TO SCAL_F 63 t3 INSTALL 12' x 12' x 12" FLANGED TEE. NOT TO SCALE - - FINISHED SURFACE u0 INSTALL 12" x 8" FLANGED REDUCER. 63'1I7 , 2.25't COVER OVER WATER UNE is INSTALL FIRE HYDRANT ASSEMBLY PER STD. DWG. NO. 3. DETAIL NOTES t , 58' 125"1�I OVER WATER UNE is INSTALL 8" CML&C STEEL WATER MAIN. 1. MAINTAIN MINIMUM 42' COVER OVER 8" DISTRIBUTION MAINS. + n INSTALL 8' x 2" REMOVABLE BLOW-OUT PER STD. DWG. NO. 6A. 2. MINIMUMTTOM 8' DISTRIBUTION MAIN TO TOP OF 30' t I - -- ENCASE WATER UNE 5' O " MAINTAIN 6 CLEARANCE FROM BO OF I PROPOSED 12 BEYOND LIMITS OF R.C. BOX to INSTALL 12 x 2 REMOVABLE BLOW-OFF PER STD. DWG. No. 6A. TRANSMISSION MAIN. " C.M.L. C. WATER UNE PER CD LIMITS STD. DWG. N0. 10 ro TACK WELD ALL JOINTS WITHIN 80 FEET OF END OF MAIN AND 3. TO ACHIEVE VERTICAL CLEARANCE BETWEEN 8 DISTRIBUTION AND 30 TRANSMISSION MAIN I � � I I � BEGIN VERTICAL. DEFLECTION OF THE 30 TRANSMISSION MAIN A MINIMUM OF 120 FEET TO w EITHER SIDE OF BENDS PER STD. DWG. No. 9 BOTH SIDES OF CROSSING. MAXIMUM OF 6' DEFLECTION EVERY 40 FEET. 4. ALL JOINTS SHOWN IN DETAIL TO BE FLANGED OR FULL CIRCUMFERENTIALLY WELDED. Ii I I �- 6' MIN. O HOT TAP EXISTING MAIN PER STD. DWG. NO. 11A II 12519 �� k '�0� 4t INSTALL 30" CML & C STEEL WATER MAIN. I 4 J I I N �� 1. TO ACHIEVE VERTICAL CLEARANCE R �� BETWEEN 12' DISTRIBUTION MAIN AND 8' X ® NVSTALL 30" 45 FLANGED BEND. LEGEND I I 12 wA� PROPOSED 8' X 12" 12' R.C. BOX BEGIN VERTICAL DEFLEC11ON ® INSTALL 30' BUTTERFLY VALVE AND APPURTENANCES. _ - WATER MAIN R.C. BOX OF THE 12' DISTRIBUTION MAIN A MINIMUM ® INSTALL 12' WELD-ON FLANGE. - I I 'rI OF 80 FEET TO BOTH SIDES OF CROSSING. VALVE (GATE OR BUTTERFLY) o ® INSTALL 16" WELD-ON FLANGE. B I I I W DETAIL "C" INSTALL 16" FLANGED BUTTERFLY VALVE PER STD. DWG. NO. 4. 0 THRUST BLOCK (FOR LESS THAN 42" COVER) U ® INSTALL 12' 90' FLANGED BEND. 16 FIRE SM A ® N.T.S. PROP. 18" RCP S.D. PROP. 18" RCP S.D., UNE N � ® INSTALL 16' 90' FLANGED BEND. •L REMOVABLE BLOW-OFF LINE "A-15" PER CFD I I I >_4 "A-16", PER C. OF R.C. ® INSTALL S" X 8' X 8" FLANGED TEE 01-01 DWG 9 -- - Qr DWG. SHEET 9 CL ® INSTALL 16' X 12" FLANGED REDUCER. j COMINATION AIR do VACUUM RELEASE VALVE � � I I Q o � _ � � INSTALL 12' CML do C SPOOL ( LENGTH AS REQUIRED) LIMITS OF CFD 01-01 PH 1A PROPOSED 12 WATER MAIN ® " �- STREET IMPROVEMENTS CROSSES OVER PROr OSED I I , a, / a N ® INSTALL 16 CML dt C SPOOL. (LENGTH AS REQUIRED) STORM DRAIN - a o 0cr- w v ® INSTALL 8m WELD-ON FLANGE. ON Pt Z � a �d W `� / ® INSTALL 30" 11-1/4' FLANGED BEND. PROP. 18' R.C.P. S.D., I I ~ LI �� a aNUNE "A-14" PERCrJ 2 WV ® WSiac GONG >;NCASEM F3;R sTo. >7rr�. No. 23 01-01 DWG. N0. = W STA. - _, _ �� PROP. 24' R.C.P. S.D., is 3 � " 1101.76 _ _ _ _ _ _ _ 0 ��` UNE A-3 PER CFD � - `� LIMIT OF CFD 01-01 01-01 DWG. NO. 9 - '�_ _ - - DET ----- - - l - -__ -- --- -- -- - -- ---- ---- (L� PHASE 1A STREET PROP. 8'H X 12'W R.C. l '' _-_ -- - \1 _ wCw - N -_ -�-- / ■ IMPROVEMENTS BOX, UNE 'A' PER CFDOD 01-01 DWG. NO. 7 - ' --- -- __ -.� ----- N S - - ` PROPOSED 8" WATER MAIN _ N , \ LO + CROSSES OVER PROPOSED STORM - - / -AllW N DRAIN TOP OF S.D. ELEV. 1252.82 - PROP. 30' RCP S.D. UNE BOTTOM OF PIPE ELEV. 1257.02 A-2 PER CFD-01-01 DWG. _-- • PROP. 18" RCP S.D. UNE NO. SHT. 7 ---- - \ "A-13' PER CFD 01-01 - >n J �` - - - - - - - - - - - - - - -`-, �" DWG. No. 9 --- L4 Ls STREET = to / C4 C2 L7 - - - - - i7 i , -- At - rVA N cj CO. It w -6'sjq I 41 > +Lj cr 60 =1 1 cog co m • �� / ' ' N N 3 / + N N 3 10 + N w3? 7d � o Q iii �n 3 g 'Q' N 4 0 (p� / -/ iD 3 T p 3 � W � O 3 / a' 6 10 15 N 15 a is NOTE: 0 1 33 w m `�� 33 42 MINIMUM COVER OVER WATER MAIN. x 4 N I ' W Q O -- 3 a, LIMIT OF CFD 01-011 � z rz_ PHASE 1A STREET 0 + I CURVE DATA: LINE DATA: IMPROVEMENTS - N / 1 3 W ao o d CURVE DELTA RADIUS LENGTH TANGENT UNE BEARING DISTANCE W �' Q 19 a L M 3 C1 05'25'46" 814.00' 77.14' 38.60' L1 N 64'54'48" E 88.76' (p' 34 ►� I C2 11'06'44" 814 Co 157.87' 79.18' L2 N 80'24'19" E 381.09' \� 17 I w C3 00'06'21' 814.00' 1.50' 0.75 L.3 N 64'54'48" E 88.74' .n �� W C4 04'47'42" 1033.00' 86.45' 43.25' L4 N 8753'09" E 4.00' r w r r r r w C5 04'47 42 967.00 80.93 40.49 L5 N 88'32 20 W 39.42' `�• A Q, a LIMIT OF CFD 01-01 V L6 N 88"38'26" W 134.13' 3 PHASE IIA STREET L7 N 89'55'01' W 205.86' is IMPROVEMENTS L8 N 89'55'01' W 34.07' Qdd z z �. cr El 3 Qvv ESS/o* 3 A. Ws r m 40 20 0 20 40s 80 DIAL TOLL FREE w R No. 33922 rn rli x o77 7 1-800-422--4133 * Exp. 6-30-02 * W'~ AT LEAST TWO DAYS �19� CIV1� �� SCA EIC 1 CA 40' BEFORE YOU DIG CAL�� 11NDERMUND SERVICE ALERT OF SOUTHERN CALIFORNIA BENCH MARK PLANS PREPARED BY: � CONc.�tJLTANTS INC. APPROV DATE_ 4` ' Z - �,2-- DESIGNED BY,- DRAWN BY, CHECKED BY, DRAWING No. No. 10052 ELEV. 1328.180 ENGINEERING • LAND PLANNING• LAND SURVEYING WAM is CCWD/Rs 4EUC7AMONGA COUNTY WATER DISTRICT SET 2' BRASS DISK IN CONC. CURB STAMPED 25322 RYE CANYON RJAD, SUITE 201 ASSISTANT GENERAL MANAGER, C.0.0. "CfTY OF RANCHO CUCAMONGA BM 10052 1987' TCALIFORNIA 1355 CCWD CCWD AT NORTHEAST CORNER OF BASELINE AND ROCHESTER G'ON9-L TANTS SANTA Phone : ( 9 CUCAMONGA COUNTY WATER DISTRICT SCALEs CHURCH STREET & DAY CREEK BLVD. Phone 661 257-6570 WORK ORDER ATLAS No. AVENUE, 53 FT. NORTH OF EXISTING CENTERLINE OF ( ENGINEERING DEPARTMENT No., 2111 BASELINE AND 20 FT. EAST OF EXISTING CENTERLINE 4. e•,. Fax : (661) 257-6577 10440 ASHFORD STREET, RANCHO CUCAMONGA, CA 91729 1•=40r 2311 WATER DISTRIBUTION SYSTEM SHT, 3 OF 7 REV. DESCRIPTION DATE APP'D OF ROCHESTER AVENUE. WI1A. UeW- RIE R. .F 33922 EXP. 6-30-02 (909) 987-2591 21.10 N1/ M:3d& SktAl�f- iso o (o 4 WATER MAIN CONSTRUCTION NOTES UTILITY CROSSING TABLE PROPOSED MAIN OVER OR PROPOSED MAIN UNDER 1 INSTALL 12" CML & C STEEL WATER MAIN. ® INSTALL 30" 45' FLANGED BEND. WATER MAIN TYPE OF B.O.P. ELEV. OF T.O.P. ELEV. OF T.O.P. ELEV. OF B.O.P. ELEV. OF tt INSTALL 12" FLANGED GATE VALVE PER STD. DWG. NO. 4. ® INSTALL 300 BUTTERFLY VALVE AND APPURTENANCES. STATION UTILITY CROSSED PROPOSED MAIN UTILITY CROSSED UTILITY CROSSED PROPOSED MAIN _ O INSTALL CONCRETE THRUST BLOCK. ® INSTALL 12' WELD-ON FLANGE. 16+30.18---- 18" R.C.P. ST. DRAIN 1262.32 1260.91 O INSTAL 8" FLANGED GATE VALVE PER STD. DWG, NO. 4. INSTALL 16" WELD-ON FLANGE. s INSTALL 8" BLIND FLANGE. ® 18+05.42 36" R.C.P. ST. DRAIN 1265.42 1262.54 ® INSTALL 16' FLANGED BUTTERFLY VALVE PER STD. DWG. NO. 4. O INSTAL 12" x 8' FLANGED CROSS ® INSTALL 12' 90' FLANGED BEND. O INSTALL 12" - 22 1/2' FLANGED BEND. INSTALL 16" 90' FLANGED BEND. eO INSTALL 12" x 12" FLANGED CROSS. ® INSTALL 8" X 8' X 8' FLANGED TEE O INSTAL 12" BLIND FLANGE INSTALL 16' X 12' FLANGED REDUCER. to INSTAL 2" AIR do VACUUM RELEASE VALVE PER STD. DWG. N0. 7. t! INSTAL 4" BLOW--OFF ASSEMBLY PER STD. DWI N0. 6B. ® INSTALL 12" CML do C SPOOL. ( LENGTH AS REQUIRED) ® INSTALL 16" CML & C SPOOL. (LENGTH AS REQUIRED) tQ INSTALL 12" x 12' x 8" FLANGED TEE. INSTALL 8" WELD-ON FLANGE. t3 INSTAL 12" x 12' x 12" FLANGED TEE. ® INSTALL 30' 11-11f FLANGED BEND. t4 INSTALL 12" x 8" FLANGED REDUCER. is INSTALL FIRE HYDRANT ASSEMBLY PER STD. DWG NO. 3. t6 INSTALL 8" CML&C STEEL WATER MAIN. n INSTALL 8" x 2" REMOVABLE BLOW-OUT PER STD. DWG. Nn 6A. 18 INSTALL 12" x 2" REMOVABLE BLOW-OFF PER STD. DWG. NO. t9 TACK WELD ALL JOINTS WWTu., 80 FEET OF END OF MAIN AND E1THEK NUL OF BENDS PER STD. DWG. NO. 9 tto HOT TAP EXISTING MAIN PER STD. DWG,, NO. 11A ttt INSTALL 30' CML do C STEEL WATER MAIN. 0 I tz W J N U O -4 U U tD W •- W aw O � aZ at0 _< :3 � � -W�� p =Q UU N XN S� -'Iao� z o o FF5-- 9 � � o N FUTURE 15 <0-x �N =o NW N O „G" STREET 3 O ° N O Q CL cn � w to � ` o r6__ O 0- N in Go N�WW 0 w _ 0 W x� �I� 17xn Q + o `� o �a = al" cr 1A N M o z W O °D ��w a- C-) + a r & U X Ix w 0- iil ao: Q cc - W \ 1 --- --- !- ui XLu OD _ _ ui N _ '— DAY CREEK BOULEVARD _ — -------- -- -- --------- -- - W _ _ _ _ _ _ _ _ _ _ _ _ Z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -l - — - - - - `L1 Z - - -- - - - - - - - - L5 L4 C1 --- ---- 6' 0 os 00 r- d p N Cl 17IR O ♦ 3 Z Z Z ___ � U N I _ :3 C14 C) LO N N o wo ° v a Iii 3 12' 18 `1$ 12' .- d H O+ Q 0_ � 3 �Og 3 8 W 15 N N N`fOZ N a aRL 1 C) O� 3 t � e cn 0 o e�u_ I "G" STREET 15 Oo: � ��0s< o0 as 0- in o e �� va_w LINE DATA: o w LINE BEARING DISTANCE t= a LEGEND L1 N 01'28.43• W 115.65' =1 CL - ---- - L2 N 01'28'43" W 464.78' WATER MAIN L3 N 00'08'41' E 373.74' e VALVE (�� OR �� L3 N 01'28'43• W 140.96' L2 N 01'28'43" W 323.82' ' Q THRUST BLOCK L4 N 00'08'41" E 122.58' N .; L5 N 00'08'41 E 225.00' A► FIRE HYDRANT rt" SS/pNq�DIAL TOLL FREE . _ CURVE DATA: � F` RElAOVABLE BLOW OFFCURVEDELTA RADIUS LENGTH TANGENT . 40 20 20 40 801 -800-422-4133 C R & VACUUM RELEASE VALE. 33922 ,�,, r�+i C1 1'37 24 2541.00 71.99 36.00 Exp. 6-30-02 LIMITS OF CFD 01-01 PH 1A AT LEAST TWO DAYS -_ _-___�] GRAPHIC SCALE Jl� CIV11. ��' STREET IMPROVEMENTS "- , BEFORE YOU q SCALE : 1 40 LOT CAS • N TE. O II' lN0GM SERVE kM OF SOUTHERN MOM �� 42" MINIMUM COVER OVER WATER MAIN �p q� � APPROVAL DATE__ G'-Z� ' �.2-___-_- DESIGNED BY, DRAWN BYE CHECKED BY,Q BENCH MARK PLANS PREPARED BY: W CONSULTANTS, WC. No, 4 No WAM JS CCWD/RS 10052 ELEV. 1328,180 ENGINEERING • LAND PLANNING• LAND SURVEYING CYCAMONGA COUNTY WATER DISTRICT SET 2" BRASS DISK IN CcyC. CURB STAMPED ' ` 25322 RYE CANYON ROAD, SUITE 201 ASSISTANT GENERAL MANAGER, C.O.O. "CITY OF RANCHO CUCAMONGA BM 10052 1987' SANTA CLARITA, CALIFORNIA 91355 CUCAMONGA COUNTY WATER DISTRICT SCALES ��"'D ��`"D /833� � �j AT NORTHEAST CORNER OF BASELINE AND ROCHESTER A t�L TANTS WORK ORDER ATLAS No. DAY CREEK BOULEVARD ✓ AVENUE, 53 FT. NORTH OF EXISTING CENTERLINE OF C� �!!,� Phone (661) 257-6570 ENGINEERING DEPARTMENT No., 2111 l (�}- y• iF •� Fax (661) 257-6577 10440 ASHFORD STREET, RANCHO CUCAMONGA, CA 91729 1" = 40' 23;1 BASELINE AND 20 FT. EAST OF EXISTING CENTERLINE WATER DISTRIBUTION SYSTEM SHT. 4 OF 7 REV. DESCRIPTION DATE APP'D OF ROCHESTER AVENUE. MUJO A Md(ENZ� R.C.E. 22 EXP. 6'30-02 (909} 987-2591 23 0 UTILITY CROSSING TABLE WATER MAIN CONSTRI...ICTION NOTES- PROPOSED MAIN OVER OR PROPOSED MAIN UNDER WATER MAIN TYPE OF B.O.P. ELEV. OF T.O.P. ELEV. OF T.O.P. ELEV. OF B.O.P. ELEV. OF t INSTALL 12" CML do C STEEL WATER MAIN. ® INSTALL 30" 45' FLANGED BEND. STATION UTILITY CROSSED PROPOSED MAIN UTILITY CROSSED UTILITY CROSSED PROPOSED MAIN tt INSTALL 12" FLANGED GATE VALVE PER STD. DWG. NO. 4. ® INSTALL 30" BUTTERFLY VALVE AND APPURTENANCES. Q INSTALL CONCRETE THRUST BLOCK. ® INSTALL 12' WELD-Ofd FLANGE, O INSTALL 8" FLANGED GATE VALVE PER STD. DWG. NO. 4. ® INSTALL 16" WELD-ON FLANGE. Qs INSTALL 8" BUND FLANGE. ® INSTALL 16' FLANGED BUTTERFLY VALVE PER STD. DWG. NO. 4. Qa INSTALL 12" x 8' FLANGED CROSS ® INSTALL 12" 90' FLANGED BEND. Qi INSTALL 12" - 22 1/2' FLANGED BEND. O INSTALL 16" 90' FLANGED BEND. INSTALL 12" x 12" FLANGED CROSS. O ® INSTALL 8" X 8' X 8" RANGED TEE INSTALL 12" BUND FLANGE. INSTALL 16" X 12" FLANGED REDUCER. to INSTALL 2' AIR do VACUUM RELEASE VALVE PER STD DWG. N0. 7. ® tl INSTALL 4' BLOW—OFF ASSEMBLY PER STD. DWG. NO 6B. ® INSTALL 12" CML & C SPOOL. ( LENGTH AS REQUIRED) INSTALL 16" CML do C SPOOL. (LENGTH AS REQUIRED) 14 INSTALL 12" x 12" x 8" FLANGED TEE. INSTALL 8' WELD—ON FLANGE. t3 INSTALL 12" x 12" x 12" FLANGED TEE. t� INSTALL 12" x 8" FLANGED REDUCER. INSTAL-I- 30" 11-1/4' FLANGED BEND. ® IN43TAt_1- GoNC �NGP►5t MENT �iC 5Tp flw�. NQ 23 is INSTALL FIRE HYDRANT ASSEMBLY PER STD. DWG. NO. 3. is INSTALL 8' CMI.&C STEEL WATER MAIN. t� INSTALL 8" x 2" REMOVABLE BLOW—OUT PER STD. DWG. 6A. ie INSTALL 12" x 2" REMOVABLE BLOW—OFF PER STD. DWG. NO. u, a ro TACK WELD ALL JOINTS W11HIN 80 FEET OF END OF MAIN AND EITHER SIDE OF BENDS PER STD. DWG. NO. 9 o GGo N rZ tto HOT TAP EXISTING MAIN PER STD. DWG. NO. 11A 04 ttt INSTALL 30" CML do C STEEL WATER MAIN. vii I 4c W"< w BASELINE ROAD 3 W W E •A, cccr ziZ0 g P o (n rna- E gNR_ 2o n-iG0 & &,tz II I cn a .c o _j ( 3 II 3 (3cn LA- O it Ion II04 o o I 3 - - --- . y - - -_ -- - - ----- - - - -- -- —__ - - --- - - - ---- N EXISTING SEWER TO REMAIN IN PLACE DAY CREEK BOULEVARDUJI �- - — r - - - - - - - - - --------- - rt - - EXISTING 12' WATER MAIN PER : W CCWD DWG. N0. 99—W8-2 - W� m : 0)L4 L3 L2 L1 ul to _ F- NCR ap / O O Zi 40 N O O O �� 9 is LINE DATA: cn E N ` LINE BEARING DISTANCE L1 N 00'08'41' E 88.83' 3 13 t 3 t L2 N 00'08'41" E 96.01' is 3 II EXISTING 12" WATER MAIN it 3 L3 N 00'08'41' E 249.79' 3 PER SHT. 2 OF TR. 12044 is L4 N 00'58'38' W 199.37' II L5 N 00'58'38" W 5.00' II I EXISTING WATER VAN PER — I A7- NOTE: II 42" MINIMUM COVER OVER WATER MAIN LEGEND BASELINE ROAD WATER MM Q v E SS/p�,q e VALVE (GATE OR BUTTERFLY) D A p IAL TOLL FREE THRUST BLOCK � Z r 1 -800-422-4133 No. 33922 ,T, m FIRE HYDRANT ' -:040 20 0 20 40 80 * Exp. 6-30-02 * 1 AT LEAST TWO DAYS Jl,9 CIY11. �Q' REMOVABLE BLOW—OFF BEFORE YOU DIG OF CALF l COMINATION AIR & VACUUM RELEASE VALVE SCALE GRAPH I: 1 SCALE 40' Lrro LIMITS OF CFD 01-01 PH 1A LNOERGRM SERVICE ALERT OF SOUTHERN MOM STREET IMPROVEMENTS ` APPROVAL DATE ��J L��0� DESIGNED BYE DRAWN BYE CHECKED BY,Q BENCH MARK PLANS PREPARED BY: R C U31JLTANM DRAWING No. No. 10052 ELEV. 1328.180 ENGINEERING • LAND PUNNING• LAND SURVEYING � vAN is �� U CAM O N GA COUNTY WATER DISTRICT SET 2" BRASS DISK IN CM CURB STAMPED !!;R25322 RYE CANYON ROAD, SUITE 201 f 3 / CITY OF RANCHO CUCAMONGA BM 10052 1987 SANTA CLARITA, COLIFORNIA 91355CUCAMQNGA COUNTY WATER DISTRICT SCALES WORK ORDER ATLAS NO. DAY CREEK BOULEVARD AT NORTHEAST CORNER OF BASELINE AND ROCHESTER �/ CONG-L TANTS Phone 661 257-6570 No.,AVENUE, 53 FT. NORTH OF EXISTING CENTERLINE OF I �� t Fax (661) 257-6577 10440 ASHFORD ENGINEERING CUCAMQNGA, CA 91729 1•=� 2311 BASELINE AND 20 FT. EAST OF EXISTING CENTERLINE `�' �' (909) 987-2591 2310 WATER DISTRIBUTION SYSTEM SHT. 5 cr 7 REV DESCRIPTION DATE APP'D OF ROCHESTER AVENUE. 1MUlAM A Ye10ENN R.C.E. 339 EXP. 30-02 RprQ,c4 �- (oz 4 64 UTILITY CROSSING TABLE WATER MAIN CONSTRUCTION NOTES ,- PROPOSED MAIN OVER OR PROPOSED MAIN UNDER 19 16 t INSTALL 12' CML do C STEEL WATER MAIN. 2® HOT TAP EXISTING FAIN PER STD. DWG. N0. 11A t 4 WATER FAIN TYPE OF B.O.P. ELEV. OF T.O.P. ELEV. OF T.O.P. ELEV. OF B.O.P. ELEV. OF 2 INSTALL 12' FLANGED GATE VALVE PER STD. DWG. N0. 4. 2� INSTALL 30" CML dt C STEEL WATER MAIN. ; ® - �� STATION UTILITY CROSSED PROPOSED MAIN UTILITY CROSSED UTILITY CROSSED PROPOSED FAIN -� ` Q INSTALL CONCRETE THRUST BLOCK. ® ` INSTALL 30' 45' FLANGED BEND. - 4 INSTALL 8' FLANGED GATE VALVE PER STD. DWG. NO. 4. \' ® INSTALL 30' BUTTERFLY VALVE AND APPURTENANCES. � 5 INSTALL 8' BUND FLANGE. ' O ® INSTALL 12' WELD-ON FLANGE. O6 INSTALL 12' x 8' FLANGED CROSS 7 INSTALL 12' - 22 1 2' FLANGED BEND. INSTALL 16' WELD-ON FLANGE. � 2� L�� O / l I 8 INSTALL 12' x 12' FLANGED CROSS. ® �� 16' FLANGED BUTTERFLY VALVE PER STD. DWG. N0. 4. `'ti 21 � 21 O INSTALL 12' BUND FLANGE. INSTALL 12' 90' FLANGED BEND. t INSTALL 16' W FLANGED BEND. DETAIL NOTES INSTALL 2' AIR do VACUUM RELEASE VALVE PER STD. DWG. N0. 7. ® INSTALL 4 BLOW-OFF ASSEMBLY PER STD. DWG. NO. 6B. ® INSTALL 8' X 8' X 8' FLANGED TEE / ' 1. MAINTAIN MINIMUM 42' COVER OVER 8' DISTRIE�JfION MAINS. � t® INSTALL 12' x 12' x 8' FLANGED TEE. ® INSTAL- 16' X 12' FLANGED REDUCER. 2. MAINTAIN MINIMUM 6' CLEARANCE FROM BOTTOM OF 8' DISTRIBUTION MAIN TO TOP OF 30' _ ©1 INSTALL 12' x 12' x 12' FLANGED TEE. ® INSTALL 12' CML & C SPOOL. ( LENGTH AS REQUIRED) TRANSMISSION MAIN. INSTALL 16' CML & C SPOOL (LENGTH AS REQUIRED) 3. TO ACHIEVE VERTICAL CLEARANCE BETWEEN 8 DISTRIBUTION AND 30 TRANSMISSION MAIN 0 INSTALL 12' x 8' FLANGED REDUCER. ® BEGIN VERTICAL DEFLECTION OF THE 30' TRANSMISSION WIN A MINIMUM OF 120 FEET TO DETAIL "TO SCALE INSTALL FIRE HYDRANT ASSEMBLY PER STD. DWG. N0. 3. ® INSTALL 8' WELD-ON FLANGE. BOTH SIDES OF CROSSING. MAXIMUM OF 6' DEFLECTION EVERY 40 FEET. NO' INSTALL 30' 11-1/4! FLANGED BEND. 4. ALL JOINTS SHOWN IN DETAIL TO BE FLANGED OR FULL CIRCUMFERENTIAI.t Y WELDED. r i INSTALL 8' CML&C STEEL WATER MAIN. �Ng7at.� g" x 45° F u��o ge✓u►�. t© INSTALL 8' x 2' REMOVABLE BLOW-OUT PER STD. DWG. NO. 6A. t� INSTALL 12' x 2' REMOVABLE BLOW-OFF PER STD. DWG. NO. 6A. t® TACK WELD ALL JOINTS WITHIN 80 FEET OF END OF MAIN AND EITHER SIDE OF BENDS PER STD. DWG. NO. 9 ARBOR WAY 3 W I 00 + 1 T N 3 N - - - - - - --�- - - - - - - - - --- - - - - - - - - - - - - - - — _ bi 04 1619 -- - --- Lu - CD STREET W0 CHURCH ;� � O O Lu os WL5zt 3 � 21 � � _04 C-4 UJI `o " \ `o n L3 L4 L6 C1 1 L1 ---- --- - -- __ - --- - - - __ - - _ .3 al c 000 W I N t(O l9 u♦�i v) N ca r > + W s _ 3 3 � — � ♦ Q z 1 15 15 J 15 — — V PRIVATE Q STREET Z 15 3 # R Z In$ II II I LEGEND WATER MAIN C U RVE DATA: LINE DATA: VALVE (GATE OR BUTTERFLY) CURVE DELTA RADIUS LENGTH TANGENT UNE BEARING DISTANCE C1 09'37'45' 306.00' 51.43' 25.77' L1 N 89'55'01' W 128.06' 0 THRUST BLOCK L2 N 89'55'01' W 240.72' oQRpFESSIONq� ,w FIRE HYDRANT L3 N 89'55'01' W 237.71' �� Pa yc L4 N 89'55'01' W 62.39' REMOVABLE BLOW-OFF L5 N 89'55'01' W 249.80' 40' 20' 0' 20' 40' 80' A. y DIAL TOLL FREE Ls N 89.55'01' w 119.31 Tl y No. 33922 F, COMINATION AIR & VACUUM RELEASE VALVE 1-800-422-4133 * Exp. 6-30-02 it —___ NOTE: GRAPHIC SCALE A,� �,9 CIVIL �Q' � rT'" � _ -- STREET IMPROVEMENTSLIMITS OF CFD 01-01 to 42' MINIMUM COVER OVER WATER MAIN SCALE lm= 40' AT LEAST TWO D BEFORE YOU DIG OF CAI\F UNDERGROl1FID SERVICE ALERT OF SOUTHERN CALIFORNIA o CHECKED BY APF RGVAL DATE -_�- 3�____ DESIGNED BY, DRAWN BY, DRAWING No, BENCH MARK PLANS PREPARED BY: 'M CX)WULTAN 1 S, INC. � N RING * LAND PLANNING• LAND SURVEYING - OLeUCAMONGA COUNTY WATER DISTRICT b 3 3 N0. 10052 ELEV. 1328.180 ENGI EE wAM is RD SET 2' BRASS DISK IN CQ:C. CURB STAMPED 25322 RYE CANYON ROAD, SUITE 2.01 ASSISTANT GENERAL MANAGER, C.O.O. CCWD CCWD CHURCH STREET & DAY CREEK BLVD. CITY OF RANCHO CNJ►CAMONGA BM 10052 1987' A SANTA CLARITA, CALIFORNIA 91355 CUCAMDNGA COUNTY WATER DISTRICT SCALES WORK ORDER ATLAS No, AT NORTHEAST CORNER OF BASELINE AND ROCHESTER CONW TAVTS Phone : (661) 257-6570 ENGINEERING DEPARTMENT AVENUE, 53 FT. NORTH OF EXISTING CENTERLINE OF v�jc No., 2111 2310 BASELINE AND 20 FT. EAST of EXISTING CENTERLINE � ., �, Fax (66,) 257-6577 10440 ASHFORD STREET, RANCHO CUCAMDNGA, CA 91729 1-=40� 2311 WATER DISTRIBUTION SYSTEM SHT. 6 of 7 REV. DESCRIPTION DATE APP'D OF ROCHESTER AVENUE. WJM A. YcKENZIE RC.E. 339 EXP. 6-30-02 (909) 987-2591 ?r_0JCc7t "Ct Co �C 3 o 4- WATER MAIN CONSTRUCTION NOTES t INSTALL 120 CML do C STEEL WATER MAIN. tt INSTALL 120 FLANGED GATE VALVE PER STD. DWG. NO. 4. 0 INSTALL CONCRETE THRUST BLOCK. O INSTALL 80 FLANGED GATE VALVE PER STD. DWG. NO. 4. Os INSTALL 8* BLIND FLANGE. O INSTALL 12" x 80 FLANGED CROSS (D INSTALL 120 — 22 1/2' FLANGED BEND. O INSTALL 120 x 12* FLANGED CROSS. O INSTALL 120 BLIND FLANGE. to INSTALL 20 AIR & VACUUM RELEASE VALVE PER STD. DWG. NO. 7. tt INSTALL 4" BLOW-OFF ASSEMBLY PER STD. DWG. NO. 6B. t4 INSTALL 12" x 120 x 8" FLANGED TEE. t3 INSTALL 120 x 120 x 12" FLANGED TEE. t4 INSTALL 120 x 8* FLANGED REDUCER. is INSTALL FIRE HYDRANT ASSEMBLY PER STD. DWG. NO. 3. O to INSTALL 80 CML&C STEEL WATER MAIN. n INSTALL 8" x 2" REMOVABLE BLOW—OUT PER STD. DWG. NO. 6A. c ttt INSTALL 12" x 20 REMOVABLE BLOW—OFF PER STD. DWG. NO. 6A. tq TACK WELD ALL JOINTS WITHIN 80 FEET OF END OF MAIN AND EITHER SIDE OF BENDS PER STD. DWG. NO. 9 ___ _ CONTRACTOR TO FR BEND TO (y) tto HOT TAP EXISTING MAIN PER STD. DWG. NO. 11A ACTUAL CONDITION IN FIELD �� ttt It' ALL 30 CML & C STEEL WATER MAIN. * •Q ® INSTALL . ., BEND. ' Z ® INSTALL 30* BUTTERFLY VALVE AND APPURTENANCES. ca 4, o ® INSTALL 120 WELD-ON FLANGE. INSTALL 160 WELD-ON FLANGE. a � ® INSTALL 160 FLANGED BUTTERFLY VALVE PER STD. DWG. NO. 4. 1 c INV 0 CiAl" — — — — — — — — — —— ` INSTALL 120 90' FLANGED BEND. i v ® INSTALL 160 90' FLANGED BEND. `, 3 CONTRACTOR VERIFY LINE CID o ® AND GRADE OF EXISTING 300 Lu ` INSTALL 80 X 8" X 80 FLANGED TEE �� WATER MAIN PRIOR TO STRICTION _ INSTALL 16- X 12' FLANGED REDUCER. �` CON /.2 ® INSTALL 120 CML do C SPOOL ( LENGTH AS REQUIRED) \ h !_ ® INSTALL 160 CML & C SPOOL (LENGTH AS REQUIRED) -� W INSTALL 80 WELD-ON FLANGE. co Cl eco/' ;\ ® INSTALL 300 11-1/4! FLANGED BEND. DNOT TO C A ALE INSTALL 30* 22-1/7 FLANGED BEND. \\\ - 33 Lu al J + \ \ ►.-a Q is � � � ♦ W �� 4 95 INSTALL PLUG ABANDON EXIST. WATER MAIN IN PLAICE TO WEST. REMOVE EXISTING WATERCID 2 �\ I MAIN TO EAST UNTIL THE 17 o v 1,00' - JOIN POILNT J Q' v 3 gy=m 4• U Ajt c ' Z 35 R -1 hERfq�y 1* z v ' 'ti1 me ot 3 � fir, is W 33 3 33 3`��►�� I � is I C U RVE DATA: LINE DATA: CURVE DELTA RADIUS LENGTH TANGENT LEGEND UNE BEARING DISTANCE Cl 03'41'23 817.00' 52.61' 26.32' Ll N 69'16'13* W 20.00' WATER MAIN C2 21'20'18" 817.00' 304.27' 153.92' L2 N 68'16'13* W 30.00' a VALVE (GATE OR BUTTERFLY) C3 11'27'38" 883.00' 176.62' 1 88.61' 1 1,3 N 67'16'13" W 16.31' p THRUST BLOCK , �pfjv S/pAlk. FIRE HYDRANT A. DIAL TOLL FREE NOTE. z BLOW—OFFREMOVABLE 40 20 0 20 40' 80 - 420 MINIMUM COVER OVER WATER MAIN No. 33922 30-o2 r., 1 -800-422-4133 EXP. s— o— COMINATION AIR do VACUUM RELEASE VALVE * * GRAPHIC SCALE AT LEAST TWO DAYS Jl Cim LIMITS OF CFD 01-01 PH 1A SCALE : 1 w- 40' BEFORE YOU DIG ( STREET IMPROVEMENTS UNDER6MD SERVICE AM OF SOUTFIERN CALIFORNIA PLANS PREPARED BY: �y� APPROVAL DATE 4 - Zg - DZ-- DESIGNED BY: DRAWN BYE CHECKED BY:BENCH MARK SR CONSULTANT'S, IIVV. rRAWING No, NO. 10052 ELEV. 1328.180 ENGINEERING • LAND PLANNING• LAND SURVEYINGC wAM M _ �>�D�S OU CAM C N GA COUNTY WATER DISTRICT SET 2 BRASS DISK IN CONC. CURB STAMPED 25322 RYE CANYON ROAD, SUITE 201 ASSISTANT ERAL1533MANAGER, C.O.O.C.0.0. *CITY OF RANCHO CUCAMONGA BM 100`''2 1987 SANTA CL ARITA, CALIFORNIA 91355 CUCAMONGA COUNTY WATER DISTRICT SCALE CCWD CCWD CHURCI i STREET & DAY CREEK BLVD. AT NORTHEAST CORNER OF BASELINE AND ROC AVENUE, 53 FT. NORTH OF EXISTING CENTERLINE OF CON' 1T�alYlS Phone (661) 257-6570 CU ATLAS No, WORK ORDER // • ENGINEERING DEPARTMENT No., 2111 BASELINE AND 20 FT. EAST OF EXISTING CENTERLINE (�(/' .t .os Fax : (6 61) 257-6577 10440 ASHFORD STREET, RANCHO CUCAMONGA. CA 91729 ,•=40' 2311 WATER DISTRIBUTION SYSTEM REV, DESCRIPTION DATE APP'D OF ROCHESTER AVENUE. A Md(E] RC.E EXP. 6-30-02 (909) 987-2591 SHT. 7 OF 7 , i., !�)-n J 6A ly