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1803-D
BENCH MARK NO. 148—B AT THE N.E.C. HIGHLAND AND STORM D- RAIN IMPROVEM NT P ANS ETIWANDA AVENUES, 66' N. CL HIGHLAND AVE., 24' E. OF CL GENERAL NOTES ______ ETIWANDA AVE. AT THE N.W.C. OF 4'X8' DROP—IN—BOX FOR R oA N � H <D EE�l W oA N �oA DRAIN CULVERT, SET STD. BRASS 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA DISK. ELEV. 1432.612 STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION — CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KINK, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT—OF—WAY LIMITS OR IN EXISTING SURVEY MONUMENTATION ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE THE REMOVED, REPLACED, - RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NOT COST TO THE CITY OF RANCHO CUCAMONGA. I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OFPROJ_ _ CT 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND RECORD(S) THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS E a N 0 �` sn SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE " f INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. DESCRIBED AS FOLLOWS: 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING NO MONUMENTS CURRENTLY EXIST WITHIN THE LIMITS DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA OF THIS CONSTRUCTION. 582 _ ! EASEMENT OR RIGHT—OF—WAY. c Fxp DATED I'�-lI %( �2--•.L �(M L 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT AT MARK WARE — L.S. NO. 5820 r'9� ��`� ^ ` ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN O.JO1 FOOT OF SUB—GRADE ELEVATION AND AT NOT F ��• MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS PRIOR TO OBTAINING A CONSTRUCTION PERMIT FOR THE PROJECT, A COPY OF THE OF CA " "1D " NEEDED AT WARPED OR VERTICAL CURVE AREAS. CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY 6. ALL SEWER, WASTER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE SURVEYOR FOR EACH MONUMENT SHOWING THE REFERENCES TO BE USED TO I` I (n I RESET THE MONUMENT AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDED CONSTRUCTED PRIOR TO PAVING. F i TO THE CITY. 7. COMPACTING TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACK FILL, COMPACTING ORIGINAL GROUND AND ALL SUB—GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN PRIOR TO OBTAINING A CERTIFICATE OF COMPLETION FOR THE PROJECT, A COPY OF W t _ Lu REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR THE CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTYz TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. SURVEYOR FOR THE RESETTING OF THE EXISTING MONUMENTS AND THE RELATED PERMANENT WITNESS MONUMENTS AFTER COMPLETION OF THE PROJECT SHALL BE 8. AT THE COMPLETION OF PAVING, MATERIAL'S REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING PROVIDED TO THE CITY. WILSON / AVENUE ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STERILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. -- ---------- 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. VICINITY MAP LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R—VALUE, SIEVE ANALYSIS AND SAND —� NOT TO SCALE EQUIVALENT OF AGGREGATE BASE. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R—VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS. PATE ENGINEER'S NOTICE TO CONTRACTOR (o 11. WHEN IMPROVEMENTS ARE TO BE PLACE ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES ) SUB—GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB—GRADE AND SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, THE NATIVE MATERIAL. SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE W r 1 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB—GRADE, A SOILS STERILANT REGISTERED BY THE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER Z t co -_ E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. Q RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, CONSTRUCTION PRACTICES, SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE STORM DRAIN CONSTRUCTION NOTES GIUAIYTTTIES THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND —CONSTRUCT MANHOLE NO. 2, 36" PIPE & LARGER PER STD. PLAN NO. 319 4 EA OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. NOT BE LIMITED TO NORMAL WORKING HOURS; AND CONSTRUCTION CONTRACTOR FURTHER 14. STREET SIGNS PER CITY OF RANCH CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT EACH AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY W - 2�CONSTRUCT MANHOLE NO. 4 PER STD. PLAN 321 INTERSECTION. AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF (SEE PLAN FOR AC do ELEV. R & S) 6 EA WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE V ' 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF THE DESIGN PROFESSIONAL. r 3 CONSTRUCT TRANSITION STRUCTURE N0. 3 PER STD. PLAN N0. 336 1 EA OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRES PLAN REVISIONS 4 CONSTRUCT 60" R.C.P. (D—LOAD AS SHOWN ON PLAN) SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. - - I 912 LF 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, UNALMiORVED CHANGES AND USES Q - 1� 5 CONSTRUCT 30' R.C.P. (D—LOAD AS SHOWN ON PLAN) 1585 LF THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. �4 6 CONSTRUCT 18' R.C.P. (D—LOAD AS SHOWN ON PLAN) THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE ? 645 LF FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THEi� 7 CONSTRUCT TEMPORARY TIMBER BULKHEAD PER DETAIL ON SHEET 1 10 EA 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. _ j I ET $ i) 8 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER STD. PLAN 331 GENERAL NOTES - CAL/TRANS � �? (SEE PLAN FOR A do C) s EA UN D STRUCTURES __ I 9 CONSTRUCT 54" R.C.P. (D—LOAD AS SHOWN ON PLAN) 1417 LF AN ENCROACHMENT PERMIT IS REQUIRED BEFORE ANY WORK MAY BEGIN IN OR NEAR THE STATE ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS , 10 CONSTRUCT 42 R.C.P. (D—LOAD AS SHOWN ON PLAN) 237 LF RIGHT OF WAY. AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE t + 11 CONSTRUCT 24" R.C.P. (D—LOAD AS SHOWN ON PLAN) LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING 352 LF ALL WORK WITHIN THE STATE RIGHT OF WAY SHALL CONFORM TO THE LATEST STATE STANDARD WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD I 12 CONSTRUCT JUNCTION STRUCTURE NO. 4, CASE 1, PER STD. PLAN 333 7 EA PLANS do SPECIFICATIONS OR AS DIRECTED BY THE STATE'S REPRESENTATIVE (STANDARDS OTHER UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF f THAN STATE MUST BE PRE—APPROVED AND JUSTIFIED). UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED AND/OR BANYAN '1 13 CONSTRUCT 48' R.C.P. (D—LOAD AS SHOWN ON PLAN) 197 LF NOT INDICATED ON THE PUBLIC RECORD EXAMINED, OR LOCATED AT VARIANCE WITH _ PUBLIC RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE - ___ � 14 CONSTRUCT 3fi' R.C.P. (D—LOAD AS SHOWN ON PLAN) 247 LF NO EQUIPMENT OR MATERIALS MAY BE STORED ON THE STATE RIGHT OF WAY. � � PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES AND/OR STRUCTURES SHOWN, 15 CONSTRUCT STORM DRAIN MANHOLE NO. 1 PER STD. PLAN NO. 318 WHEN SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED OR SHALL BE AND ANY OTHER UTILITIES AND/OR STRUCTURES FOUND AT THE CONSTRUCTION SITE. 6 EA REFERENCED AND RESET PURSUANT TO BUSINESS AND PROFESSIONS CODE SECTIONS 8700 TO 8805 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE — i 16 CONSTRUCT CONCRETE COLLAR PER STD. PLAN NO. 329 4 EA (LAND SURVEYOR'S ACT). UTILITIES AND/OR STRUCTURES INVOLVED BEFORE STARTING WORK. t THE PAVEMENT MUST BE SAW—CUT 2' MINIMUM FROM THE EDGE OF PAVEMENT. THE SAW—CUTS MUST BE PERPENDICULAR OR PARALLEL TO THE STATE HIGHWAY CENTERLINE __— r� ; ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE CURRENT I I - w i EDITION OF THE TRAFFIC MANUAL, PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF j TRANSPORTATION, AND THE SPECIAL PROVISIONS. ALL PAVEMENT MARKINGS SHALL BE V { THERMOPLASTIC UNLESS OTHERWISE NOTED ON THE PLANS. THE LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD BY THE STATE'S REPRESENTATIVE. A —! ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE PLANS SHALL BE REMOVED RCP SIZE PER PLAN i FROM THE PAVEMENT BY SANDBLASTING BY THE CONTRACTOR. �� I. W SH ET $ ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED OR RELOCATED BY THE CONTRACTOR. RELOCATABLE ,(�� \`�� 2"X6"XO.D f 2"X6" O.D SIGNS SHALL BE INSTALLED AS SPECIFIED ON THE PLANS OF AS DETERMINED IN THE FIELD BY THE /, ` A " UT " CUT STATE'S REPRESENTATIVE. / I F X6TICHT FIT FOR TIGHT FIT SPRING LINE OR G I z ALL SIGNS, ROADSIDE MARKERS, ELECTROLIERS, ETC., SHALL BE PROTECTED AND/OR REPLACED IN— KIND ACCORDING TO THE CURRENT STATE STANDARD PLANS AND THE CURRENT TRAFFIC MANUAL, AT NO RCP SIZE COST TO THE STATE. PER PLAN i UrLMES- i GENERAL TELEPHONE 1-800-483-3000 � r_� IN * r_A "B B SECTION B B '�- - SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES. NTS -- - - s 216 N. EUCLID AVENUE 1-800-427-2000 COMM. - ONTARIO, CA 91762 TEMPORARY CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 II 9641 SAN BERNARDINO ROAD BULKHEAD DETAIL 210�EWAY A 210 f�wAY DESCRIPTION OF REVISION DATE oma: RANCHO CUCAMONGA, CA 91730 CHARTER COMMUNICATIONS (909) 9876275 NTS WESTBOUND ON—FtAW YVESTBOIJND 4FF-RAMP 6680 VIEW PARK COURT (909) 880-0222 CITY OF RANCHO CUCAMONGA RIVERSIDE, CALIFORNIA 92503 CONSTRUCTION DEPARTMENT C/O STUART KING (909) 343-5165 (213) 217-7474 SPECIAL MOTE ' METROLITIAN WATER DISTRICT CONSTRUCTION BETYVEEN STAB 13+ 40 TO 20 +20 RANCHO ETIWANDA BOX 54153 700 N. AMEDA TREET LOS ANGELES, CAS 0054-0153 AND STA's 26 -rCo5 -ro 33+ 30 SPALL NOT STORM DRAIN PLANS COMMENCE UNTIL RIGHT-OF- WAY IS 0STAINED. Underground Service Alert oXOoF EJ S/0 APPROVED By DATE ' zo YV CITY EQ N R ��,E /l RCE: 249 3 �OEF RE rOG Cali TOLL FREE �������N ���9 F2 DESIGN Peep-d &f RECOMMEND D \JLL �� o `' RJD ALLARD ENGINEERING / 1— wo No. 36052 DvE E> 'e°°S„rm� 1— r�,'°9 Smm _ Ex 6 30 2004 Mtma Caw e.en,e W r*1 DRAWN Foatana �� Y�tsS SHEET 227 2600 F' �— CGR/DEA/JK mm)3%IF115o Sas17% 1 $ OF ��qTF OF 1 V 1`\�� \� CHECKED RAYMOND J- ALUIRD 05DRAWING N0. R.C.E. 362 TWO WORKING DAYS BEFORE YOU DIG CA CITY r Z /o, o/ EXPIRES 6/30/0 DATE W3-D PROJECT SHEET NO. OFF,W °� Mho"G\12103\BA KBC*4E\srORW<AJN\S.afll\sot.= Dote: DECEMBER 5, 2001 CCR i . I -. _.,_ _ ,_-.-: .__: ... , ....._ - . ---- . - . . - . � � ! I .1 . - -1:1I I... . - I - ... . I � 4 -1 . .I �,� I . I I�I I ,� I-I I I�I....�I. ��. ;�� I I .11 I. �I- ,� I I- I � -�. I I �. 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W N z ; j i ' 2 O ,� , . -i W E� i I 1 I A .,. 01 o `p 19+00.00 \ w MATCH LINE - STA 19+00.00 - SEE SHEET 3 + 1510.10 INV �.. , . : _ 1-1. .. - O I ; .- CJt ,. , t - 1-1 - : E"t , , , ,I <`J' Q 0 , , , �,,y,,�y � I� _ . .-.-,- .-." I. . _....1.. _:..-,ni_,.- :_,_,. a.i,. '" - --. -- ., ._ . . _ -° ' - -".- , _ .- ..l -. Q� _.. .. . � �' REGI T F O S F O x z �0 �, i �..� 11+03:5 ENO PIKE _ o �O n rn , 1 • r � - • o , L I : I 8 I I � � I I r r I*++ cn �, N - _ LA ERAL A T -1 . 9 • . 4p� ! p��^ ^a? : ,_., I.A .. -._: -_.,::__: .. - .+- - '*!.__ , a _. 18"5RCP P. " �*' N 1p � L I [ . � � ' L + *� -L : : O',� ,�` � 10,+53,34. f"'� C) _ -l-, - ..-,--... 1 ._.. .. ,_ . ._--,-- w._,- _- - _ _ . 1»9 _ � , ..i 146 7 BOT � '� 0o w. ; � ;ga. o :. : 1$ RCP o� g _ m cm_n rl � I. . , ,..1. :_ ..,.i. . .� yt - - N ©,�' ' _....._. .- N .l-.� (145x3 T4P)• �, T_ x G7 z c5 f -� I z• � � . O -r o n n m z :0 n 0 z -� 100i $4. . . I 1 5 R 8 [`J n �, ± Wit.. 10+04.57; BEG. PIPE-' { •P F- - o O o D 18".RCR._: dp w....._.� V � -,._ .. .. - � c11 _ �� �_ �: m �-+ v' �' ci rQ Y F R=1460.17 INV i� � J a 5-1460.63 INV - .- . :- na , - , �„ � m -- _I O 10+03.41 dry . .... . C 50" OUTLET �. o o + 11 1458,33 INV l.. Zx- 00 _ Z QO 5 . R=1460.83 INV .:... �, 615 z g Z a u 8 _- . , 8- - - I I I I 10+R04 459.6G IN R r, O :u 0 . r� � v ; � ,v, -n�'-' (A n � � � O �, � It I� $ Gs, po ;_a pp-..i _ It -'4 _I �►-` >� _ a.1. 0 0 �' >� 1. ..... O cJ+ II co !�, 8 S N -1 KD z 0 I . t0 09 38.. S - X n� Q Z .. a --'t., -. ENp PIPE ee °D - ._ , .1 -6+�,� °� r 10+151 30. P - - _ . , A 9" 0 -9 > 0 o � � ..: 1. t. r' y. Z N 60.38 II�V a� N ; A .,. r+'r �I v a 1461 40 INV 14 mJ � II c�^ �, I rn �1�/ c� N _ o � �-p. �� 16 � o rno - D �� O coN �. I _ z a _ _ N `''i 0+2`x.64 M Ply gcu s N z - - D 0 -0 -I Q D �.- TEMPORARY BULKH flr cn c� Ir A� � D y I 146069 INV � Z �Z = Zi _ vl n C*y ^ - + - � m "I ►� b ' r yDOD . D O .--, r G] Z Z _ a, 1 7-- 1 M ;o < 8� Q N 0 r CT1 o {.. I. _ -o _ z TT11 D y��J 'y��J . z .. _ +--I � `--+: i I m n D m � m m i; (D Z o o N Z N C-4 :_.:;F ; . �:. __ _ -- - : j cn -N ZEN O N rnZ 7 . . . . + D I � O (n - - - C N NOX �z OD O 0 0 � cn O II IF II C7 . _.. _ -,_ Q. ._ o z p , Lu R . : �' o w `` 0 D � r' oc � Y rn �' . D 0 -0 0 O 1 1 - O C"' ..... . ..... .:♦_. ,. v:..,..._.. _ - N ao z OD _ - - T, z o D A N . N q<� .. _ . : -- -,.....,_ _.�.,.._.,._ ,,.- ._ �. _.... _.._. ,.. -_. . .-. .. _ ... .. .. __.1. 0 _ a._ _ ig r, t �\ I n 11 ,� ,.. ... . -_... . .._, .. . ... ,. ... _ z MATCH LINE - STA 19+00 .00 - SEE SHEET 2 _ ,. y. .. I 11 .4 � -� , - , - . . _. _. . _ _ _. _.._ ,..� { _. , »/ » I `0 19+00. _ co N �• 19+72.25 C/L INT=10+00.00 I + { ! 10+20.16 BC o LATERALS A-3 AND A-4 I O o 1510.13 I'1Vb m D ^' _ O i 10+39.35 LAT"A-3» O ! ... !.. i . CQ �� 9 � A, _30' Cs 6.04. I I I i 42"SD=1515.86 BOT I A• -30' C4 4.55 0 n . 11 � : ., ...., 0 I �, 20+04.08-54"RCP= i „ D 12" WATER-(1509.76 TOP), n��'Znv .L:... , . .. _ _ .... ,_. , .. _. . .. - ., 1516.58 BOT i { 10+69.87 EC o�+ o'.r : ::_ ms. :.µ.. .: __ :_.. *12" WATER-(1511.73 TOP) { o LAT "A-3", N86'44'51"E -I I :Wp1 .. . 20+24.98-54 RCP= I � I m 11+12.28 END PIPE v .r 1518.20 BOT - .. _ . ._ ... . ,_ _ • V -.....f0+7}:7T PIPE ate _ * 8" SEWER-(1515.56 TOP) I ._..- ., . 1. ,. . - .' . N 1 15 04 I LATERAL "A-4" , n , rm I I 1 8+82.62 C/L , S86'44'51"W / - I � 19+84:95 'BE PIPE _ _ -: RIM=1523.2. J 0 __ ___ � m� N . 515. - * O 151600 ________._.__ 12"WATER 1 1�� v + } + LITERAL *A-3*, 42' RCP, ELEV S•1 79 _ _ _- ----- N (Tl Z --I rTl Z -o w C7 -1 c QU S=1 Ln ,. __ _ O �i -_ - rn 1"rl _„ . . _ 1 -. _ . . - --I ;r (� 151 -. RCP. ELN 516.54 N J- � I,� Z ?« " U � � 24 iI (.n C) � �� - _ _ i I o . .I f_ , . -. m 1 - - 1�1- IN p �, w conwrn � -- ,. U' cD � TOpOCO < :� N �I 151558 rri 1( C) N _.__ .- r .. - <�__ I N 12 IAti4T�R --- 10 'i -i �U r_ ___ _-_ _ - 17 51 .81 TOP cr rn - 18" fI'CP cc�� v � D D 20+36.14-54" SD=1518.20 BOT 1' / 18 RCP 725 5T 5 BOT _._. _ ELEV S=1521.9&- - } N _ r' 12 WATER= 1512.81 TOP I / 10" SEWER= 1513.80 TOP • LA N �_ / 20 73:77 C L MIT: 10+0 ( ) c _ ,i I ,-. n _ , ._ .. _ __...__.., __.. _..._ . .- A:5 . ., .-, .. 20+73.77 C/L INT. ; '�'- Ka' ' 10+57.30 END PIPE v . D N 10+00 LAT "A 5"-A=80' N aa, _. :91 C/1 9..* 194* , p p o4 LAT "A-6" (t CATCH BASIN O�- "A-R" 0 0 C '; 0 N80'02'19"E rn 20+87.99 DAY CREEK BLVD O . f 18" RCP- . ...... cn i I + -D'} » » 10+45.69 , _ =1522.6 10+24 03 ; S IrLEV r END PIPE I i LAT A-5 -18 RCP=1523.38 BOT o w 1 D rn No Z , ,�' I I ! 12" WATER-(1520.78 TOP) (A .1 - • J � CATCH BASIN I 1 _n 0 I � I o °' z 20+96.01 DAY CREEK BLVD ! I '; ' 1 LAT "A-5", N78.57-41"W N 0 I i , I 11 ; I (Jl na ��''' i 11 ' co �' t , N z N I .j j � .: z!_. .t ,., . . .. �_, _ _ _ o . 0 XI o 1 +24.83 M I v N z � i> � ,I o LAT"A-5"-18" RCP=1522.64 BOT �... ,.. _. m R . � ... .. .. ..,.. I cn I 10" SEWER=(1517.63 TOP) N N w `� - p 0 N . W 0 N Z Z , J Ln + +yam N v /V W ' a-- . ` ' O rn Iv i i �: O v a r C '� D f o cr I0 ' i I' i N 20+87.91 C/L INT. _ ._. I5 , .. m p r. .T .. ry �! - r .t. { . � ' i ' { 10+00 LAT »A_6» N , .__4 M rn i v ;- ,I I 7C ? ' : ii ,� - : , , , +�I . „ . I � _ , hl, ( .I l _ _ . _ « N { I W (�i 1 + { p . i; 9 j O 1 7.67 EN PEE 23+1 . 23+20.00 C/L MH ' ; j I C/L I ? . _ 532.77 I 23+2000 M1 IT,f) v rn N I i { r 23+22.33 i 1540,0 . N - - I I ! I cn 533.01 1 RIM- 1540.0 n n n n n 0 _0 0 I �I I _ ._ - _ _, : _ o o o o o 0 o o z z z z z z � z z r _ , . _ -moi -NI M O ' C C C C C C C C = I 1 I O � 0 Q C) Q n C7 Q C7 I , . .. .- _ .. . . I 1 N _ i �g -. , _ C rn � D D i I i m I `� _ I _ s - - - z - - - z z i PAINT 0 rn , ; _ _ = 1 N I DENTICAL Zl �1 o Z7 Z7 ➢ j I I . O n n D c� n c� O O I � ! i + } I ; � + . . . v R. ! i pp L L� V) IO . N A rte, o o ; I 1 0 0 0 o r c I I I I i !y 23' i :31' i 6' _ rT1 _ ;. (� r r Cor r < ry ; O i DT=I C1 I o o I 27' 1 __ _ _ , C D D I 2' c,� � '; 3 1 rn rn i { � � x ; . rn w = I� Q ,1 49 ; i - - /� i 4 n._ _ D D C D D 0 I 0 ! VJ N N N � � z 2 I ; ;74 _ . r8 O (n A �0 _u 0M , : a I = cn cn m Z i i '111 W � ..: 11-m� .;.,..__1.,: : _ _ _ . - _ _ , 0 0 o o Z C : o I ! u f G . . _ ., I .. .. .J ... - _ �. n ZZ , z z z z s a D v z X10 ; � p II T, .; . `' 0 0 0 0 '� - w C4 i , I rn ` z z z z ^, c� ! c►vo w i' m coI I N w ,- 0 ; . I ' (.Jl I ( W ` rn D rn � I! I I { O + M Z Z rn �\ l i I Q I -, F, Lo O � :!' I { rn r c � f z I 1 o N - , 0 0 jf � { , ; \ _ { , rn 0 , . ; �I � x �I 1. Z Z al D { O . . ,.,. , .._ (h I I _.,._t:... _ _ _ . . _- A_. Z 1 _0 - { ! . I _q 6 W - _ _. i _.. i I , ,_ , ca 1 . ,_ .......�. -.-, .-..,.,.-., - ,�-:I� _,..� I I I - ..: -�. 4- t , __ 'i I '.., � �, ..+..-.I .,.� � � - 1 ,�r._o '(>F ' . I I ,. N .. .,,: , . I I 1 " '� I - II 1 Q !I C7 !.... :- i. t ,- il: t� 1 ., :.. .�: , .. 1.,. %j I I __ 1 A I `� 01 I 0 ., ,_ , - 1� (O ` , i i ! , 26+57.67 END PIPE , - 0_226+60.00 C/L M.H. 1549.78 MN. 6+60.00 G ( Uk ! � : _ . 1 0 26+6x•33 BEGIN 1 ; _.. .. 1549.98 INV-. .. , yE ; t /�V, 1 , '' E /,I �0 + 11 I 1 - �' I. , I W + -U O r- x11 14 I ` opo O ' i E S v.�"'h 1 C O g m I , N 0 t I mo ? i Nw o., , _., .. ... >: , l t •311 � , Z� ! f i ,i Vw I I N� i I 0� ._. s n 27+72.45 I ;. I I I : t m i i ; O 54" SD=1559.74 TOP I _ __ _.. , -r� 6" WATER=(1560.24 BOT) I i ; ` _ p _ -._ d .. I I o ' 1 --- '0 I N , .. . :. 1 - . { ' n ' . _. f .-++ ,. I _ 1 „. - - -- t. 27+72.45 �i t ' ', � _ 155483 NV 1 !I1 I ' O, N { N I - : , V` _1 MATCH LINE - STA 28+00 .00 - SEE SHEET 49 � ( ,:- -._ , c , ' l/ O. rri 4h O D .. ..:.. ..._._. ,.� l:. ....__ ._.._. ...:....�.. _. .. ... _, t _ "mo-k-. .J, :. ... ....... ItN> _ .I i ,. r .:.. - .. 4.:. ,. : I �h I_ c" . I m = REG I srFIt % 1. _,. }1t12.28 0 a R,q r FO ►-" y m x , �_" +_ �. : 15'1710 INY , r IV-., I Z + �--«► _ 'o o � C �� o O 1523.98 INV ; 1515.95 BOT _ O ' N a 10+45:69-1523.389 ... __" � I I . 1-1-I - - 1-1 �+ _. a c N 10+39.3 4 CP* 0 N �� ado -0 BOT 18 RCP 9 +, . . '>. .: � li 5 �� n .- c �?_ y -a„ f 0 SEWER 4 f " °�N.� �' 4� s 1520.70 TOp o 5 �33N�'J c v 12" WATER 3_ . 1513.80.TOP fi . _X. . _. .. Z, n " _i. o o n D _ �n N g 10�+F24:83--152'2. ._, :.. ,... _. ,. -U S� _ . ,- c i v� ! 509.SATO 014 o m - _u fi�rr++ m n N � rn ci3 T BOT 18 RCP , - 1 P x 0 z Z � � � o q 1516.71 TOP ' : r" 4.00 Nw m m 0 10+2 / __. ..._ -I-_. � C11 z o 10+10.83 BEGIN PE n rn _ 10" SEWER n r 0 z D - 10+02.30 BEGIN PIPE 1515.86 INV _. _ .. a c I_ M U, ~ c_ m T 0 1521.98 INV 10+00.00 I - \ w O JU30 }-r+ 10+04.80 42 � X •. m Z o p + • LITERAL. 'A S" 10+04.80 24" , ® 152048 IM/ _ .� ; .. _ ..� "' O S�1516.54 IN Z � (O Z _,-.: ; - ,�; : _ 4 It- II , -- - - N O \ I VN V+ N o + ! I ;M 4 II OD _ -n co 1516.61 . 10+09.35 2 II II -� � � IIS N I _ , . N0 I� I r�_ ___ C) K o I D - 1 . I 11 Z ` ! 1 � , d9 121, O D o PI Z _ t*i _.- N SS Z ham•++ �• �vOr� zr�* w a., F-s . _ . Nim _ - _ m Q m D Z W,a' s ~" y 20+87.94 54' RCP 10+00.00. F-�+. Z � D 1z; D -i � ;; r�� j &4J CT7 * c OA-5 0 I XZ � Zm 2 Np k M � 'O D n,p M0 Z 0 1521 19 IFN LATERAL O g� �N Z Z C 1� m �ommmn � DO r' Opl� O 52269 twwi: _ -, ..- . . .- _ _ ' : Z zo X m � OD 0 o N Z � N C_ ... a . . _ ��"., lt, 11. _111. _ .,, . _ ._ NZ �Nm5 ncn r*, �o m Z D . . . . - r...3 n !a I q 11� a rI , .. r �- \ m _ C� - C/1 ._.. �� �N .._ W wom • 0) Z o° z o co O II > II- II n - > "N ,._ + ._: , - _. .. ,._. _ _-. ._. ry o x -o w z 90 0 \ 9 . I ., z o Y 0 o w \ D oo BEGIN P10PE N rno rn Z Z r i T O O CTM - O C'' - c� *1"i .. n 0 s 1524.20 MN - . _. .... r rn- . N o N PROPOSED FINISH _ _ - . _ - - _ : - - _ _ _ BENCH MARK N0. 148-B SURFACE OVER PIPE - . - , . j - - , ; : ; _ _- - - _ __ _ _ _ _ AT THE t .:_ __ - - - - -- - _- --- - - __ _ _ __:- __-:____ - _ _.__ __; ___.___-..__. _ _,_ -_ _ :_ : _ s _ _ _ ;:__ _ - -_ _ _ LAND A - : 10+00.0( -- ; ON _ - . C 0 PE ' - - U SH 66 N.NDCL ,� . LATERAL A 9 . : . J ,- : j _ t _ : :. , - HGL ETIWANDA AVENUES, _.. _ . _ - _ - __ __ ___ __ __. __ .._ _ _ _ t_ _ _ - - . LITERAL A-•7 : _:_ _>_ ._ ,. __ r ._ $ � _ _ - - � _ AVE.,. _ a . _ , RI - 1 69. - MS- ETIWAN NA A V . M 5 8 , , I D VE. AT4THE N.W.C. _. - - - - _ - - - - - - -...__. _ - - _. - - - - __ -. - $ SURFACE OVER PIPE _ _ _ _ _. _ _ _ _. - - - _ _ . _ - - , DROP-IN-BOX- � OF 4X8 DROP IN BOX FOR < ; - : { 0 66 t t a : 1571 1572 7 6 _ . - _ ._ - _ ... . - ._. _. - - __ __: -._ ._ _, � - :- _ � t DRAIN CULVERT SET STD. BRASS 0 - - _ w _` , =0.5 - - : i DISK. t1Gl . ; . : . � _ __ - _: ._ . 91S / V 1568.73 4. . _ _ . t ZG - - - - 38q $ _ : . : f � ELEV. 1432 612 �� t _ c� c _ - _ _ - - - - - - _ _ _ -.-_ - 6 - _ - .- - - - . 1 i �� h - _. _ f � . % 3 . , , ; Is c� v �_ - +. .I f i . '! .. _ ��}a//.��\\ < ` r . : c : 0 - : , It . I i - _ 1. 1563.. 1 w 5 . 1573 - . : : : , , ; : I : i4 { I t r m . � :- 17' i • N I � I : 1W /�,, , . . �N - : t . - : _ _ _ : _ , i 1. �r - - - . ._ - - - - _ - - - I NGL a$ PROPIOSED F�ItSH LL . w to � o I- / SURFACE PIP ` 9 a �-9 - . ; .. OVER E �- .- .r o! h , -, SURFACE OVER PI 1PRoPbsED _ . r r O O N 00 h I c3:1 3 .- 3 . n A ; s2 m : , r` v> . i I Qf 1[7 to N In r- tCf t[) r w -. 8 R(� 1250-D o 2 .+ , . _ . , M m - _ _.. 1� v O + J N ' - A O .- : i - :. _ _ c�, R- $ $ Q,on 15 4 CFS . f _, i� , , .E> $ : _ �S 0 a a - --- - - v► oo � � '- � ; _ .-- : V 8.92 FPS ; n n ... 1! _ �0 99 _ Oo � : _ ,> �z : t - a , LA A 7 S : _ _ t _ _ _ _ g ; : _ . h . Q rROt}ND : HGL a a � . �rj . s • , - /� . IFISTALL 142.49 30'` RCP 1500-I3 y p _ 5 - - O _ ao OVER PIPE �$ - t- - - _ _ _ : i : - : : - L _ _ 5 ALL 11.7 L _ Q,00 2.32 CFS n : y _ - g - - - - ' . _ . _ . _ : - : _ _ . _ . - _. 5 . 5 : : , _ ._ .. _ .. _ _ - 1594.90 V - 6.25 FPS . ,00 + - _ , S� _ S8 _ -- - o 18 RCP 1250 D � ' - - _ - _ - : __ ._ _ _ _ - .. - + _ _ . - O4 . . , 1 , �, , 6 . 9 . . 11 # . 00 : _. 1 } 00 ,r - _ $ - _ , � ?V,o� 14 fi7 FPS , , , . _ ii15249 `: � I _ - , - _ : : r : : 111 0. _ _ _ _ '- - - - - _ . . . - -_ . , . . . 6 _ , PRISED nN15H - HGL LAT. A LA . A - _-- -- -- ' _ _ . _ - - - - , ,_ - - : 7 SURFACE OVER PIPE - . ; g . , : _ . . , . _ W , - r- _ _ _- __ - __ - _ : - -__ i - - _ _ - a _ _ _ Y _ - _ I - - - -. . , r - _ _ . _ _ ` 1a+oo. .. _ - _, - -. _. _ . _. _.. .. .. .- .- .. -. .. - . - . - . -_ - . _ _ _.._ - A , r + 1 LATERAL 10 11 _ _ _.. . : , : _ - _ , _ . _ - . : . _ _ . : . m t•- m f5 -. _ : 1587.90 BO 11A ( ) 0 rn co >� _ _ - - - _ - _: _. t- _. _ .. . - _ o m W ..�- _ 1 A : . . _ - , - ,.: ; � �� } 6 W TER 05 ; : i , - -- - - - - IHG �n Q tD r - - -- - - - 1__ - - - - - - - , : 1. _ _ . _ P.. - _ i . - - 87.51 -_ _ _. _ _ _ _ _ e _ _ - - - _ , . _- . t _ 0 . _ . . _ _ - - 'r , _4$ : ; -, 5; � � _ ttt WS + - _._ . . - _ S _ . . - Q2 . , . , - - _ i , NOTE CONTRACTOR TO VERfF7 HOWONTAL 15 .18 t , 0 3D . . . , _- _ - - - --. - _ - . - -_ - - __: : _ - - -- - - . : - - : -_. - -- : - - - _ - - -- A� �� AND VERTICAL LOCATIONS PRIOR - - --- -- - _ . -_. _ -- -- -.. . - - - TO Q 100 _ _ . 8fi tN 54 RC13 . � 'f 8 RCP 125t}-t? S 40 - 15 1 I 1% • : a V 11.53 FPS _ . I _ - <- _ _ _ - -- _ -_ - _ _- __ __- - - _ _ __ - -__ - - - _- _- _____ _ _ o _ - . , : t : �`,. a cn � _ : -._ _ - _ . _ - __ __ _ __ a a , 1 r _. _r _ _ __ - _ . ._ _ _ _ _ _ _. _. T : _ t- ctf tL �� . . ca - - - t g' m to tom g _ - , i: >� m � � N* toLAS' A1" _ . - . : . - $ - - . _ . _- _. k� _ __ _ - _ _. ,. - + � " + _ N 6 o iC �c cS _ : p� O cV t5 s �D d h°� 3 car' 3 h N * 17 f . , , 0cu b co�Li >� f f m !� AF �1 - - - - _. - N .10 ,� T' p 1'1 04 . 11. N � �, ..r . N + . .- .- N r. _ : + .__ !MAS ... _ ..� .. .__ _ _ _ _ ._ _ _ _._ .___. _.. ._ ...__ _.. _ _ - __ __. __ IVa.OII i� _ . . -303.1 ,aa=2$1.9 t = , : ( too=236.5 CFS Q,00=255.9 CM INSTALL 109 47 L.F ' -._ - P _ roa _ -. -_ _- RC 1 __ Q » _ _ .7 54 200-Q t _ 4 286 CF5 _. _VVSoa 26 i F"PS __ __ ._ _ .- _ _ . _ _ _ - _ . . - , _ . - 3fi RCP 1250- ' � _ ._ _ . WITH ADDITIONAL � V,00= 26.s V,00 = 26.0 FPS V,»o =29.2 FPS v,00=25.7 FPS _ PROFILE SCALE . Q -- - , - -- - , -- ._ : -0.5 CONC. UN . - - _. Q =56.23 CFS _ . . - - _. _ . . . - - ALL 501 23 LF OF 54 RCP, 1 X200-D, ADDITIONAL 0.5 CDNC. NDN . . , , WALL. 165. 48 RCP 1250-D ,oo ��_ o,00=333.3 GFs : : . 'V too=14.90 FPs HORIZ• 1 = 40 - - - - WITH ONAL 1.0 CONIC. INV - - - _ . _ - 17ihaD= 25.9 FPS _ _ - - . . - . . - _ _ ' VERT 1„ g, LAT A-10 28+00 29+00 30+00 31 +00 32+00 33+00 3 4+00 35+00 3 6+00 11 +00 10+00 PLAN SCALE HORIZ: 1 '= 40' �� �°- � 7 �66(Z �p WARNING' EXISTING 96' H s u Q p Q p� HIGH PRESSURE MWD p e a o a BANYAN STREET WATER LINE. Q SEE DRAWING N0. -_ -/4-5rg a 80' 12 12 7 SHEET 6 OF 7 � a �- � o � a � o �o o * CLYDESDALE DRIVE o o O a o O P 40 40 o r- I II = F-a a H^ w c a m w 80 v- ill o o -I rn o Z rn to m r~ m o0 (L 6 . I O I o aQ OD aQ d t� � aQ 't � II aQ ►7 N (p n - I - I U I I F- U a 33' , i 33' Q st a Q p M cD m M 00 Q Q /� m Q N 50 Q t0 W a a I I M I rn o w r` v �_ a a Lr.� Ll�-=,_� F- �'n F- N o g to too; g co 4 to�0 g m"r' I I !' a gCD�n'r' q 'r' � g n e o e o M g 4 � on on" oNo w t i g LOD w g rnrn T- v r-� , I, v � an co ' I i 1n to N II q = '� 11 q i,; o N qLei a o h H O U Q Q � 'n'� N ' � N I ilI I m� i + q N Uq o rn ao n g m rn II U r7 U W t I r7 (aj� I� r� I I ' W p� U� + �W N O 00 O p t0 p q O O v p p_ i I i I ! - o W N O o W N i I- to r- � cn H M a, Q N I�� M X q r- i I Q a Q Q M (n II I� d O a a 0 a 3 a I j �t I 3 O3 0 I- O � p tDa o fDa ) I I ♦ cD3 0 ♦ f 3 M Ma ~ , f co to ul) j : T oa M M � MO � r7 OD � ��l I O 1% o �a N LI rn 30+96.83 C/L 49 r- 48 54" RCP=1574.33 TOP 4 y I w Lv Y ` 6" WATER=(1574.78 B07 I , _ / f: 1 y R/W / ,11 R/W = . ,' W W , 1.-_-�e _ - - _ C r W -1 � _- i -� - -� - `" _ _ - - - - _ _ _ .._. _ __ - __ _ __ _ _ _ _ __-- - �.�- -_. ---__:cwt � --- -- N ..- -------- ' - -- ----- _ --- -_ - ___� - �i j _ !' } - L I ----- -4---------_.. _ _- - __ _ - -- - ---- - ------------------ - -,�--- - - - PROPOSED 16" WATER A r- m O C) ' � � co 24" II; PROPOSED STREET B 14 6 I r� ,� � o to WATER '' IMPROVEMENTS PROPOSED 10" SEWER _�- -___- _ _.__..__. _.__.. _ _ _______ __V _ _ O -- - -- - f -----_ -_ p + _ _ -! -- -_ _ -�_ - _�_-_ _-�_-- - - - - - - - - ----+---f--T- + O o -.-_ ..- . _. - -_. _f_ _- r� _. GRAPHIC SCALE I - __ __ _ -_.._._,.4-_.._ _ � 4o 0 20 ,o so ,ao co 0 } �r 29+00 ; ria 00 I C _-_- --___.----_-_-.-__ __-__�_-___.__________--._.--._ 3.1•-99 - -----------34+00-__ ___ ._._ - co - - - - - - - - - - - - - - - -i I - - - i Q - N00"02'19 ") � � ( IN FEF'T ) F-- 2------ 4 �C PT. ---I N 00'17'31 'W 9 13 (n _ ; - 13 1 inch = 40 ft C14 g ;^ � co , _ --- - __ __ __ -- _ _ _ --_-___ __- _ _ - _ _: ___ _ _ - - 6 __tel .. -... - - - - -- _. _.---»_ --_ -- _--- --------- --_ --- _-----_--.. .___ -- -.--- -- - - __ __ _ _ _ _ __ _. --- -.__ _ _. .-_ - -- --"- ---- -- -- _ --- - --------- -_ _ - i W ---- - _ -"J _ - - _..__�.-� _ ------------� _--.. j �� 9� _ \ '' t� i '� C=.0 R W ; IIi �--__ 10+24.03 END PIPE a R�W a ^ 1 FV- F-- 32+23.12 C/L q o q a �-a a o \ _ LAT A-8 N79'42 29"E " . T- 0 6 o m I o� - - � 1 54 RCP=1579.09 TOP t2 I N � Z I N m Ui 11 ^ i I ( ; I 6 WATER=1579.54 BOT - aQ�? p - Q m aQ C4 co O N a o ( 01 } 10+55.43 END PIPE 7 g k o U U g g " o rn to I ^ o 0 0 ( OEE ; , LAT 'A-9" N5T42'29'E DAY CREEK BOULEVARD M o b 0 0 � 0 o a OD g v + a _ o m �� + 11 I - m N ao 30+10.00 C L M I + U rn 4 o II n o w 12 aQ O .,r, R 16 N o Q •� m o N 0 N N� DESCRIPTION OF REVISION DATE APPROVED: (D m CONCRETE COLLAR -cc C N * � NOTE: + + s M U r i In o g o OD 0 00 3 r` O. _ o o� I * NOTIFY JOE MIRONE OF MWD'S WATER SYSTEM t° CITY OF RANCHO CUCAMONGA r- oo 10 cy)N o cr 8 NQ 40 40 FUTURE 96 OPERATIONS GROUP, TELEPHONE (909)780-1511, 2 16 12 DAYS P o II NQ *3 80' MWD WATERLINE PRIOR EXTENSONAN82WORK N THE 6, AT LEAST �VIOCINITY OFGMWD'S RANCHO ETIWANDA 7 Lr11 LJ 0 Q, ( � o O a 3 �ro N C4 BANYAN STREET FACILITIES AND R/W. STORM DRAIN PLANS 2 � � � ,r LINE A STATION 28+00.00 STATION 36+00.00 Underground Service Alert STORM DRAIN CONSTRUCTION NOTES �oF E S s 0 1 � HORIZONTAL CURVE DATA - _ -- APPROVED BY: - DATE: 9 J Nq<1 CITY ENGINEER � �-�� (� f(u, �J �z ���.l RCE: 24953 BEFORE y - --------- 2a-CONSTRUCT MANHOLE NO. 4 PER STD. PLAN 321 9 CONSTRUCT 54 R.C.P. (D-LOAD AS SHOWN ON PLAN) ��`' ��N -1<< F DESIGN P-p-H RY RECOMMEN Ca' TOLL FLEE CURVE Q RADIUS LENGTH TANGENT BEARING (SEE PLAN FOR A C & ELEV. R & S ��" '' C WD `� .1 - ) 12 CONSTRUCT JUNCTION STRUCTURE NO. 4, CASE 1 , PER STD. PLAN 333 0 �Q o � RJD ALLAAD ENGINEERING '1 " � AO 59'10'10" 45.00' 46.47' 25.55' 5 CONSTRUCT 30" R.C.P. (D-LOAD AS SHOWN ON PLAN) - No. 36052 m Chil EnglnwMK iand SurMtnq Ina Pknrdm / 13 CONSTRUCT 48" R.C.P. (D-LOAD AS SHOWN ON PLAN) Rss St"m Avenue \\\�( � O 36.35' - N3017'31"W 6 CONSTRUCT 18" R.C.P. (D LOAD AS SHOWN ON PLAN) °� EX 6 30 2004 � DRAWN s Forma r � SHEET 227-2600 14 CONSTRUCT 36" R.C.P. (D-LOAD AS SHOWN ON PLAN) Exp.6/30/200 CGR/DEA/JK lace)3%,815 Fax Iso%;see nes 4 8 7 CONSTRUCT TEMPORARY TIMBER BULKHEAD PER DETAIL ON SHEET 1 s� �� �Q .r. of OC - 35.10' N89'27'41"W 16 CONSTRUCT CONCRETE COLLAR PER STD. PLAN N0. 329 �9T C1V1�' � CHECKED � DRAWING NO. 52 TWO WORKING DAYS BEFORE YOU DIG F FOS RAYMOND c-�D R.C.E./3/0 OF CA�� CITY /2 - EXPIRES 630 04 1Vvv IaJV-D DATE _ _ _ _ _. NrV��fLL�, C J�t-L NU. QF Flb-wrne M.ADN'C3\52103\BA^CKR-)NI:ASIORM'iRr"!N\-SrltHl',�,[ADWG Dole'. DECDARI H 6, 2001 CCR - I . _ I PROPOSE FINISH - _ BENCH MARK NO. 148-B SURFACE VER PIPIy AT THE N.E.C. HIGHLAND AND - __ _ _.__ _, _ _- - __- -_ - - _ _ - _ - . -11 - - _ _ __ ___ _ _ - . _ _ _ " - . ___. .- __ _ _ _- _ _ _ _ _ _ _ __ _._ ___ _ _ _ __ _ . - _ _ _ - - - _ - _ , - : : : - - - - , _ - _ _ - :_ • ; ` �' is VENUES, 66 N. CL . , , ; O , - - - ... _ .- - -- - - : , - _- . -- _: _ -- ._ _ - .- - _ __ _ - - - - _ -__ - ._ ,- _ _ _ - - - - - - _ - - . : : , - - - _ : 10+00 LAT .-A' 15 . - � � � � HIGHLAND AVE 24 F _ _. � _ _ _ : E 0 CL - - - - - - -- _ - _: . _.:- - AN A . . : OF 4X8 DROP A N THE N.W.C. • . - •8 t tGL . O . _. _ 0 OR - _ _ CULV - - T• i ;. __: DRAIN ER SET STD BRASS _ , -1 11 I _ 165 - - I . S_ 0 , 2 ELEV. 1432.612 _ - 1. 27� DISK . _ . `; . ., r i . ,. e - .- -, - - !._ 1. - .I - - _ : : ; , : - , i - _ _ _. - . , _ - - . . , . I : 6 . 4 i , _ - - _ _. - : 1 , . .- , -_.. __ - ... _-i. - _ -- .. ._ -- .- -_ --. -.- ., __- _.. .- .. - _._. ROUNIT ---. ... .-. .. .. ..- - - --. -. i , _ f - a - NV ' W � f'w ; , , ; t _ : _ - _ _ _r_ _ __ _ _ _ _ _ _ _ _ _ _ _ AVER IPE - - . - -v _ _ _ - i _ , : - I 1, Q CJ - : _ - . . �z a _ tDi CAt A Y3" - - f# - 3 a . . tp N %T .N j - . - . .} E [� Q tD - , _ to t�RO 0 E Ma 4 R D' 1-646. _ _._- _ _ _: ._ .- . __ _ - - -- td m _ ^ F • • - - - CONSTRUCT FINI H SURFACE S C - p0 N t� - - GONC E aCOLLAI _ OVEN PIPE M 1 . - , +w - �" . - - . , �- - rGL PROPOSED :FINISH. - : - _ _. ._ . _ - . . . . - - _ _ .- _ to M N - SURFACE ODER PIPE _ _ _ . - , , - - : CM .HG : m { - �- ° .._ _ Q* / N - -- -- .-- _ _ --: __ _- _- _.__ .--- - _-_ _ -. - WS -1643. .7 r o- , , : Q _ i : , - j _ _ : i 1S3F{.84;IIJV 1 JXty r� .� - . - , g : . - . ,� INSTALL 54.6 L - © HOL i - - i i ! i - _ V1 - - �� . { - , 125 , 0 � - � �8 RCP 1 So-D - ,- • - 4 , 2 : , - - 1650- 1 0 N - - -A x , _ ,, s , - - ,5 Q,as- 5.73 CFS ; , - - o _ _ . G3 I , _ , / -- _ . , , _ - - . __ _ ._ - - - = - _ - _ ___ -- - - Y oo-6 8 FPS -_ _ - �t 1 P OPbSlrD FINISH ,592 o - { _ / : SURFACE OVER PIPE - I 1 ; _ - w i0+50 1 _ . �� . s , k6m , . _ . - . - _ - - - . _ . - - - __. . a : / Z - . r >kti _ _ _ _ _ - . _ . . - , - � a i - : fit f 1'° - - r- Ch 4 - - , - , - - AT A 15 . . J , : : : , . . �> . . J . . 3 : : N � inO $ d Z . = - - N . - , -13 : / W X 1 - � , _ : _: :- - - - - - r _ - _ - - - - - - - _ a : r 2 - p i - - - -- / : , : . . . - - - _ _ - _ . - - -- - _ - - -' - _ - _: - - - . - - - 11 _ _ - _ - W _ - _. , : , , `-V+ 14.45 FPS 27A2 . w w _ _ s _ _ - _ . _ - _ _- - _ . , � 4 � � 94.5 CFS - _ f. - 53 g f006. : $ _ : _ : : a : / } •r Ci & HGL _ 2 - RET 115.88 42" -RCP 1 x OD-D - , : : LF . __ _ _ _ _ - - - _ . 1600 . r / WCTH ADDITIONAL X0.5 CONC. �; s i , - - - - - - - - - - -- - - - - - - - - - - - - : _ : - - - - - - - - -- - _ _ - - - - _ m $ - - -- - - PROPOSED Fi11S-1-I -- - --- _ - .* _ .- _ , f` SURFA E OVER R IP ; _ C P E - _ - - - - _ ; w - - _ _ ._- - , _ _ + - _ _ . _ _ Lr I 1i - _ . , $ _ - .6 11' �, - 5_0 1 ,� - . - - - , _ - _ % _ - 0 HGL : - - . , . - •- t .- , . - . , - - - - - -- _- _-_ - - -- - --- - - - - - r - - - _ - - _ 10. 00 LAc7 A-•14 tf _: - - - - - - _. , -. - . _..._ - . - + NOTE OONTRACTOR TO VERFY FIOFtQO1dTAL = - . - _ .. _ �_ _-. Cato _ - _. :- - -. - __ _ _ __ __ _ __ - _ _ - - - - -_ , ._ _ _ - _ , _ - ___ _ -_- _ __ __ _ __ - _ __ _ _ _ _ _ - -_ _____ -- __ -_ _ - __ _ _ _ _ ._- _- _ _ _ _ _ - _ _ __ _ _ _ __ _ * `�`' - AND VERTICAL LOCATIONS PFNOR ; v s a : - - . C! _ _ _ _ -__ _ - -_ _ - _ , - --. _ - _ -- _ __ TO : , , - - _. _ • , Y . 1 r v , , : _ . , . , - - -- Ca 6 o - _- _ - - -- - - - _ - v : 6. - .- . o, - 4 , i f ff + ` I - r _ • Al o - - - v7 a, - _ - - LLL - _ _ :._ _. - - _ .__ _ _. _ _ ;_ . ,�- - ._ 7 # CFS X9.9 , 5�.2 CFS . _ - - f+� >tn�n $ A,oa EFS Q , - 0) . . : - -- -- i. N .- . -: _ + t _ Vtoo X24 1 FPS V,00=20.6 FPS Y,00 =2 .8 FPS _ _ 1580 1 1610 / 1640 w . a : - _: - - _ _ _ _ _ _ __ - _- __ . _ _. _ _ _ __- -_ _ - _ , , - - , , , . : . ; , . , : , • : - : i - - - , , _ � : : i - : INS"fAL1 257.'f 3 LF OF 30 # 4Y i , ; m _ , : , , : , _ ._ - . _ _ PROFILE SCALE Z �z ,, _ , , . , __ -.. - - -_ - - - - - - -- - , . .. . : INSTALL 23.$7 1_F S3F; _ N : ; . _ _ tN g"W! 8.6-7 t Of 42 RCP. 1250 D wt-t ADbM NAL II,5 CONC.' . MSTALL 3$0.8? 1� t�F 42 t3�P, 1�5o D W�# AflDDDDDD�TiON Cts CONC. tidy WITH `AUDITtOt� �T•5 e. tNv - " _ ,� : - -- - - -- - - ---- - - - _ ,00= 23 .9 CF- F7�� _ fl,00= 16 .3 CFS _ Q,00 = 167.3 CFS _ _ - 18 ,00RCP3.145CFS _ Z 1 it 40 VERT 1 8 , HORI - V,00 =22 3 FPS Y,00 X27 FPS y,00 =25.7 FPS Y,«�=9.93 FPS 10 OO : 10+50 36+00 37+00 38+00 39+00 40+00 41 +00 42+00 43+00 44+00 45+00 46+00 PLAN SCALE HORIZ: 1 "= 40' TRACT 14523 SEE DRAWING N0. SHEET 6 OF 7 � a a o a o o a 16 7 KEENLAND - * * � � � � �� 7 � �14� 0233 * W DRIVE 04 *n a a �a as J mm ^ o o O M J m �'a U '� 33' 33' v cN11Mc o a H g O p al tri o N F- b � rn o b r Jo J °°p + w +_4_ _4__6 1 0 3 m 1t z W °i •"i 4 M o U m r ,'�� O to � I I N cn� co a ,,) J to J ? m M U to ta0 J m C6 i ' I ♦ N JOD CMo O J to W U v V 0u M ♦ .� r., w- N I I O � mr- T- Z J u = m IIS co m� o o+ v MtjN r -� + i � II ' � UMv I W oil a U U N W r O xa ZO N 3 CO O II ! O N W co tT r W N ♦ : : m m m 00 to N K) N a LiJ ( � •(n ~ U 0 N N ♦ e : i I `' . N (n G I (6 gi to W O e O 1n a N N \\ O s g O C/) to ftp X00 �� l � I O O O ! V_ r r r R/W j i , \ W I/ r, LiJ _ __ - .- _.- _ __-__-_ - - _______ _.___ ".__.-.--_-___ __ _ \____r __ __ �, .r _ __ - �, I -1 O --- - - - _ -----___ _ _ ------- --- - . - - _._ - - . _ _---- .-_.-_-_. _..__-._-.______ .____---- -----------__-__ ___ _._ .- - ____- ___ .___.-_ _- _ ---____ - _ ____ -_ - -.. -...._ ..--' -_._ - -. ..-..- _..._. -.. ....- .. fi _- i _ __.____1_1.______11_._ _..`_-,s___,___ i - -- --- - -__.: -- - - __ _ GRAPHIC SCALE .,, O l- O � PROPOSED PROPOSED 6 N O +o o m .0 eo ,b + r, �`' 12„ WATER 12" SEWER i �' _ __- _.______._ ___ _ -_-_ ____ .A .________-__-v-."_-_ __ __ _ O CO _ -.-_ ___ -_ __ _ - -- -__-_.-____.--_.-_._ .-__ .- ..______ -__ _ _ -_____ -_ - - - - __ in _.-_"- ___ _-_---__--_______ Q __`-__._ .--__,____.- -- _.__ ______--___-�-.-_-- -__ _ ___ ____"_-_-_-_--_____�________-_____.___. _ -_ __-,_ ____.-_.-_._-__--- .___._._____________.______-_--.__--___ --,-- o O - - - - - -�- - - - - - - = - - - _. _ - Q _-__-. _t _ �.._�-_.__37+00 _ -- --.__ -- -38*�-__�____ _._----_____.___..__3,9+. __ _e .__ 4Q+j0 _.__ _ 41 +00 42+00 43+00 44+00 �____--_ _ ___._-.__; 5 ---: ;� _ ___ _____ �, O i inch = 4o rti - - - - NNd N00'17'31 "W : PROPOSED � O 4 __< \ / N00'17'31 'W �� 6 13 I ti0� N r. 0, 10 STREET IMPROVEMENTS L0 .- . - -- _- _ - ; ---- __ - - _ - - i --- -- - _ - ., _ -- __ _ __ _ta __- _ _ ___ ______.._____ _---__ _-.___.____�_-_. _.__e __-__ ___- �,,,i __ _______-_- -* ____ "--- _-_- _ __ _ ____.-___-_ _.__.____. -_� - ------_-_- __-_: -:-_:- - : ____ Z __�_ _-_-_ __ - ___-_ .___-_W__.__-_ __..__ _____.�_.__ ._______ - _ ---_ --� -- -__-.__-- 11 - -- --___ _____----- - _ _ _ - _J _ L ____ I -____ _ _____ I/ N /� i _ I 1% i J � 1 ` U I �I SEE SHEET 8 I I ;{- { � I C "I � FOR LAT "A-12" I I I ( R/W I �; � I i � I I = Q N I" \�\ r\ I I N i ! , I ,r, U � . : , , i I I I __ I N NI I � N z T--�I I \ \ oo I '� 33 33`I �� a ,� I QQ U eQ� i I ( I Ito 6 J J a 6 �c� ", _ � -, � I o I a m o I z I a�,_� � + I I I I = U-i Hm U5 <sQ °p Z JIN,=QO M g, of��� � G �� ��� r �� m� KEENLAND O "� >* W " -n C� N tp to M OcDCVtotntn 1 ob tc)'* DRIVE 'na °'g I gU DESCRIPTION OF REVISION DATE APPRovED: + +K),*M�� co O N I� 11 11 N + ♦� J �co t`1 U ►-j O m =< � of Ob K, � mwcr te)* o IQI U 0 p 1*o 1*o a 5 + + +< CITY OF RANCHO CUCAMONGA 2 N itW d� g o Ito r- 2 � 03 16 8 8 RANCHO ETIWANDA [SAY CREEKBOULEVARD � to- STORM GRAIN PLANS * LINE "A" STATION 36+00.00 TO STATION 46+00.00 Underground Service Alert FK)WONTAL CURVE DATA STORM DRAIN CONSTRUCTION NOTES R�FEss,o APPROVED BY: I - - DATE: �� s �'/- P Nq CITY ENGINEER ,� {�- ( (((�'u� '�� (��L�i RCE: 24953 FORE y CURVE 0 RADIUS LENGTH TANGENT BEARING CONSTRUCT MANHOLE N0. 2, 36" PIPE do LARGER PER STD. PLAN N0. 319 7 CONSTRUCT TEMPORARY TIMBER BULKHEAD PER DETAIL ON SHEET 1 �o oNo . q� ' 0� 0� �� �� F DESIGN Prep»d RECOMMEND D y o Cal. TOLL FREE 2�CONSTRUCT MANHOLE NO. 4 PER STD. PLAN 321 8 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER STD. PLAN 331 � Q 9� 0 ALLARD ENGINEERING 0 _ O 59'06 32 45.00 46.42 25.52 (SEE PLAN FOR A,C do ELEV. R & S) (SEE PLAN FOR A & C) - � No. 36052 O irri RJD �En�w" �S�°9 1" �� Z 4 1 I" - 1 B 39.07' „ " 10 CONSTRUCT 42" R.C.P. (D-LOAD AS SHOWN ON PLAN w m DRAWN F�1a SHEET \\\\ O N30'17 31 w r-CONSTRUCT CONSTRUCT 30 R.C.P. (D-LOAD AS SHOWN ON PLAN) � ( ) � Ex s 30 2004 � 227-2600 p' �� CGR/DEA/JK p"r%61615 Fax("I 3%17M cJ OF 8 CO 39.16' N89'24'03"w 18" R.C.P. (D-LOAD AS SHOWN ON PLAN) 13 CONSTRUCT 48" R.C.P. (D-LOAD AS SHOWN ON PLAN) ��x civ \- �`P • 0wov,C1 16 CONSTRUCT CONCRETE COLLAR PER STD PLAN 329 TF of \FC CHECKED RAM J. ALLARD R.C.E. 36052 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG DAA (y - d 1803-D CA CITY C� 1C C 7 /r1Z - C EXPIRES 630 04 r R O J E C I S H E D 1 N r . 0 1 Dote: DECDA R 6. 2001 CGR Me,one 1A. DWG\12103\&A.CK6;ME\S10RV!IRA,"'\SNCI;S\SD.`:_DW!. _,_ _.; .. . _ :.. - .., .,_,., , .. - , . r ,. r. .. _. o m , Y ... .., ,. -..�_,,,�...e_, .,.., ,r, 1... -..n,..- •i \/��y�\-: 1 T ,r a a r { , V ((�� �' O n �, ,, .. . ....L. Z , N - . _ I - _. �' _ - . J �~ fT N � O ti � tvo co IV I p . (oz) I I I : : I �-� I � I � I I o " $ + I 10+99.05 END PIPE O \� S D 1682.16 I�IV = ' ;y �, 1680 86 INV --,,;-- \1 ,_. S2 < G"1 - y n g p. ._,,i.-- ,-'.,,, _,r. . Jp<- , .. .. g 7. i7o- T�_... .&,-. :4.., � � > N IF.. 10+26:30 END PIE ; �, u II r j" � �� � 9)w � .. ,, � __ 4.03 INV ..._ . • WATER I . oar' �y-..:.,._ 16 L..._,_. o(o N� ( r.. o ._ .� . _ 167$ 70 " i �- 1679.32 84T ' ' 1 aa,....-,�.- ....,_.-.,--,T., _.. .,:__., .. 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W r 49+97.9 C L INT. _ N r' V , N ---_ f.-_.__.._. - - �j i N In � 0o,"r� v rn cn 1 r' - � rn -� -► : + \ , _ 11 rn N o i Q rn CD cn 8, 18' P , 1 1 22 N TT T N N 1 ' 1 _ 0 $ y�, � + n ^n n n n f Tl 1` _ w �..�..� O N O O O O 9 - �''_ -----' -------- -.- o ! w - _ : - z �' z z z z - i i _ O RCP 10 01.43 W z �` - T - O m i I ( -- - T ; \ \ � i' I rn �_.. - Z - ELEV-S�1682.08 MII/. _.... 11 - , A,' ; / 10+99.05 END PIPE - \ W 50+44.02 C LINT.= 1 °' '' v vr._.,.., g , .- _,, - . O oo " " I f C r�* 10+00 LAS A-17 , O z m oa o4L"',-"''-- _ r . , - t ii II ' - K y n -v !2 A=60'00'00 C=1 55' I o 10+51.79 END PIPE o ' _ , „ C) R` O n LAT "A-17" N60'41'28"E w, 110+45 69 C L ° i. z m 4 -t C T ;, � ; . . 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MH 52+50.00 C L M.H. 52+3 SEf�N PIPE RIM 1700 ; , 1693 MAI „ ,. - cn 2. 3 C i ; ;.. �: . . 1693.9 MII � ! i :� 1 _. I " - \, , Ij , O t , s ' �= 1 f f O f � f I I m o I _,, , , , :a ., .. , ,_., ,. , , '.: 1 , , I ' r*1 + J I9 O 1 + , Xo �i Ic E O I I; 1'`1 ' I ! S 8 `�► , , . 62' 49' II � C,�7 . , h f , , VARI S' VARIF` . . 37' 12 N : , , C j , : �, _ 6 : ,� � . I 1 9 I �, _ l 14 21 . - , "A i t , 1 _. :: I ; ! REGIsr I l; I I N -- .. . _.. 1 ay5 R q O ! ; _ o ' I I : M y r+i [.L� Ui ` o o �'oZ I ;, ( ; ; �P 54+00.00 w m O0 < c,+ -_ , v o � MATCH LINE - STA 54+00.00 - SEE SHEET 7 o ; .. ;_ . 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"' 54+28.137 ESE PIPE \ 1 ROA-1711.2 00 0) 170443 W, � - _ - ._: 4. � � � ,a )I_ CA o W X34' 14' 1. 'p 21 > 8' 00 ,. . .., 1 pD ! , , _ �. N r C4 � - _ �� -,.: . o _ I . ! i ,,, I 1111 I . +1 Z) A m i I f i .. (] I ,I \ \1 ,.1- !- � � 11-1-... ;1. ; -��-�,,, -- ;,.- - 1. I,� .!,...-1,' '.4--,-, �. I--'.�.,�, O O , , D , O p p i V1 -4 .-. - „ . O D O O (' m � I I i � C�;:u � i I � I � � � I i O U1 -� 0 + -- . � I . I \ I li I I I i � .I I f i � g m D i , D o GJ J �\ 1 r po N i � N I _ . 0) U1 z7� ; Z7D i , :.i - - _ , 00 0 I . 1- N ' -'_ c w = % 1 PRC 8 4. - :._ 1 .. - _ _ -._ : _ f - . _ �' i 55+41.95 &; i , . . n 1111 a 56+27.3 C i � I ! I O N ':_ { ... ._ _._ _ ._ ... . N w z 30" SD=1 6.86 BOT 1 55+72.01 C.L ,� . o N :_. \ r n 16" W- 15.86 TOP) !i » _ � - - 72.0 „ __ . _ 55+ J L 30 SD 1713..44 BOT -w co m I I I • 13.44 80 f Z ! 1 10 S=(1709.66 TOP) � _,.. - �� _ -_:,. ,_, 17 , 10+08.34 C/L V r _. . . . . . _ r. 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LAT "A-21" N68'44'09"W cn �� s4 n . -- . -- - }� +02a$• . -1 JL4 V/ 96 �, inv \\ \\ II ` x ��'s 10+20.86 END PIPE 58+38.67 t]�Q PIPE 17 .29 ijC I,- tv N � •s3 1730.]9 INY_.. .Q' ,� w 1 T-1 O� Cll I ; ;v r O �A . :_. 1. N cNo N Il,- C) I J I + -�oo ; ;I 11 58+36.67 END PIPE _, _ , , . ,, ,-. a n n n n n n I ! ' ;op ! , , z z z z z z 1411., _ D I. i � . I . : . : I I I : I A : I I . i ,I cn cn cn cn cn cn 58+28.90 C L CJS / 1. .. .. _. - c c c c c cI 11 M ' i i 24" SD=1730.08 BOT + n n n n n n 12 W=(1729.08 TOP) 1 ' ,t --I � � -� --i --A I I p 1 r:. . . _. ,. , .. .. � - 1 W c- N -1 - W0 f y 1 1 . O C m 00 O ! ; o _. _ .- - . -Z .Y {- I I 1 _ S I h � N �I ,. 1 .{1111 i 1.._ 1. A. x lig c ! i \ c _ O . . �, {: , I ! C \' : . i a- ,.S.' ,. _.1., - .. L , .. 1 :l 1,111. 0 ..- _. 1111 O n ;0 n n (7 � ' � � 89 1. , TT ' 1. .♦ . 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