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HomeMy WebLinkAbout1989-D GENERAL NOTES STORM DRAIN IMPROVEMENT PLAN 1. AL L WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN, THE CITY OF HO CWORKSACONSTDRUCTION, CURRENTARDS AND THE AED T ON NDARD SPECIFICATIONS TRACT 16113 W/LSON AVENJE - 24TH Sr 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, 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 ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE, SHALL BE REMOVED, RELOCATED, OR PROTECTED IN PLACE AS REQUIRED, AT NO SUMM/T AJ�E COST, TO THE CITY OF RANCHO CUCAMONGA. W PROJECT 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL WI LSON AVENUE L0CABON FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR 15 INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ............................- _ - - -- ARE SHOWN ON THESE PLANS. ----- ---=--'-------------------------=aFa!, _----------------------------------------------------- �i 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA _ _ ___ _ __ _•• ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR ' ' - - - _ _ - CONSTRUCTION WITHIN THE CITY OF RANCHO CUCAMONGA EASEMENT OR --_ _ - _-� - - - - - - - - - " RIGHT-OF-WAY. __------__ _ --------- -=----------- ----- _ I I//C//V/TY MAP 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. - - - -- - - I i? NTS PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT i - -- I I •! POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOR MORE >1 i 1630.5 PE I 1 I I! THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE 162&5 PE REQUIRED BY THE CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL 1628. 13E CURVE AREAS. ! ;� VICINITY MAP 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. ---.-- 1626.5 PE ri ; , 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, f3 ,�_ '' 1 ---__ -�___ _,- I iI COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE 1628.0 PE T- II PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A �e• ' � 1 . 16S2.0 PE WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED 1627.5 PE 1609.416E s - _------- - I ', `� � P 16 PE I tb 5 1600.5 PE TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE III MATERIALS AND/OR SURFACING. �`�` 1602.0 PE I :; ,� - ----- -- 159118 PE 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR l � DETERMINATIONS COMPLETE TO VERIFY STABILITY OIL CONTENT AND 617.3 PE 1594'�3 PE �ariro� _ I Ij GRADATION OF ASPHALT PAVING. Ij 9. PRIOR TO THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT zo All 15 8 PE I !1 w • SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR �g 1609.0 PE 1603.5 PE i x i Z DETERMINATIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND `a 1617.8 PE ,g 22 ; ___ -VI - - -T----- -- 1599.5 PE -� _ ____ �I ; > EXISTING SURVEY MONUMENTATI ON SAND EQUIVALENT OF AGGREGATE BASE. --- - 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND - -=�� -- - - -j = = '�-t- j� - Tg ' iw.8 PE ; x Q I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS `�J�� 1592.5 PE I ; I _ OF RECORD(S) THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS PRIOR TO - r.f I CONSTRUCTION OF THE STRUCTURAL SECTIONS. ----- - - -T=�3T31� MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE { 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH ! (n PLANS AND ARE DESCRIBED AS FOLLOWS: CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED r------- �-� - -�--� { Q 1. FOUND. 1 1/4" I.P. LS 2386 PER PARCEL MAP 3213 PMB 28/77 BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND I I _ 1 W ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE ' MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS I s 4 I STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED NORni i i 1 BASIS OF BEARINGS RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. - I I ` THE BEARING SHOWN HEREON ARE BASED ON THE CENTERLINE OF EAST AVENUE 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE 0 75 150 300 450 ' I BEING N 00.13'40" E PER SURVEY RECORDED IN BOOK 96, PAGES 58 INCLUSIVE I I OF RECORD OF SURVEYS, IN THE OFFICE OF THE COUNTY RECORDER OF SAN CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS I BERNARDINO COUNTY. OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS SCALE: 1150' I ; WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES I i ; 66 BENCH MARK SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. ' I BM #10089. A 2' BASS DISK IN CONC. HEADWALL AT THE SW CORNER OF SUMMIT 14. STREET SIGNS PER THE CITY OF RANCHO CUCAMONGA STANDARD PLAN I i I AVENUE & EAST AVENUE, ELEV=1507.031 NUMBERS 401 -A AND 401 -8 SHALL BE CONSTRUCTED AT EACH INTERSECTION ' CONSTRUCTION NOTES AND 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM �• 1 RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION ESTIMATED QUANTITIES DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL ITEM QUANTITIES UNIT I 16. WORK SITES AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD I pf E3S/ FREE, ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE Qt INSTALL 18' RCP STORM DRAIN (20000). 63 LF i {; ! O��N DIER,tr q� CLEANED UPON THE REQUEST OF THE INSPECTOR. ®-INSTALL 24' RCP STORM DRAIN (13500). 410 LF 17. NATIVE SOIL IS TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS @3 ---INSTALL 30' RCP STORM DRAIN (1000D). 180 LF I N0. 43886 PRIOR TO FILL PLACEMENT. ti ®-INSTALL 36' RCP STORM DRAIN (1 OOOD). 343 LF EXP. 0-30-05 v 18. CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED. TWO WORKING DAYS PRIOR TO EXCAVATION. PHONE N0. 1 -800-422-4133. 05 CONSTRUCT CURB OPENING CATCH BASIN PER STANDARD PLAN 3 EA { PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: (LOCAL OF CITY OF RANCHO CUCAMONGA STANDARD DRAWINGS (LOCAL DEPRESSEION PER STREET PLANS). i ii i ` CIV11, CA1. 0 ©-CONSTRUCT MANHOLE NO.1 PER STANDARD PLAN 7 EA A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-791 1 318 OF CITY OF RANCHO CUCAMONGA STANDARD DRAWINGS. MR. JAMES FRET,FOR BASELINE ROAD CONSTRUCTION Q7 CONSTRUCT MANHOLE N0.4 PER STANDARD PLAN 1 EA i }' B. GENERAL TELEPHONE COMPANY (800) 483-3000 321 OF CITY OF RANCHO CUCAMONGA STANDARD DRAWINGS C. SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 FOR UNDERGROUND SERVICE 01=18', D2-30', B-30-). i i; l UNDERGROUND SERVICE ALERT 1981 WEST LUGONIA AVENUE, REDLANDS, CA 92373 ®-CONSTRUCT JUNCTION STRUCTURE NO. 2 PER STANDARD PLAN 1 EA 331 OF CITY OF RANCHO CUCAMONGA STANDARD DRAWINGS. D. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 (0-30', B-18', A-45'). _ �i e CALL TOLL FREE 9641 SAN BERNARDINO ROAD RANCHO CUCAMONGA, CA 91730 09 TRENCH REPAIR PER CITY OF RANCHO CUCAMONGA STANDARD 1 LS E. METROPOLITAN WATER DISTRICT (909) 593-7474 PLAN 120 OF CITY OF RANCHO CUCAMONGA STANDARD DRAWINGS. i� 1-800-227-2600 700 NORTH MORENO AVENUE, LA VERNE, CA 91750 ® it 10 -INSTALL CONCRETE COLLAR ER STANDARD PLAN 329 2 EA -t 0 OF CITY OF RANCHO CUCAMONGA STANDARD DRAWINGS. F. SOUTHERN CALIFORNIA EDISON COMPANY (800) 655-4553 { I 11 INSTALL 48' RCP STORM DRAIN (1000D). 1090 LF � I i 1 7951 REDWOOD AVENUE, FONTANA, CA 92336 TWO WORKING DAYS BEFORE YOU DIG I, I G. PACIFIC TELEPHONE COMPANY (714) 999-8639 ' STc�QJH isle 6�t�,z ♦ •3 19. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY S 23loO,00 f'L!-Obi PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY PRIVATE ENGINEERS I LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE NOTICE TO CONTRACTORS IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ' ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF I' 20. ON THE INTERIOR STREETS WHERE SIDEWALK IS ADJACENT TO THE CURB, AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE. THERE ARE NO ( �� DESCRIPTION OF REVISION DATE APPROVED THE INSTALLATION OF STREET LIGHTS, EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE ' STREET SIGNS AND FIRE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO HYDRANTS SHALL BE LOCATED BEHIND THE SIDEWALK. I CITY O F� RANCHO CUCAMONGA PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR I� FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY I I PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. I, TRACT NO. 16113 THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE I '} RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF STORM DRAIN IMPROVEMENT PLANS CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, I� I •.,-� ,:�.� \ 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, ,/ APPROVED BY: _ DATE:' G �o EXCEPTING FOR LIABILITY ARISING I ;:+ FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. ; CITY ENGINEER RCE N0. 24933 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL a Underground REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT DESIGN BY: ,zECOMMENDED Service Alert WORK. JED ® PHB &ASSOCIATES,INC - Call: TOLL FREE OF DRAWN BY: ;ego soon+coo AVE.. c�E��)ca 9ii o SHEET 1 -800 DC PLANS PREP k R SUPERVISION OF 5 OF 9 227-2600 CHECKED BY: .C.E. NO. 43886 DWG NO. TWO WORKING DAYS BEFORE YOU 010 ohn ierksen JED Date DEC 2004 Epp. JUNE 30, 03 1989-D PROJECT SHEET OF I ___ __- - -_ - I - I - I I I . -_ . ­ I I - I - - - - ­ I , - I I .- . . - � ­ - -.- - --- - - —_ V��= 6 .11 I _1 I f - I -�_ - - - r__ ­ --- -= f I ���� - -, -­ ­-, I'll i . 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(2)-INSTALL 24' RCP STORM DRAIN (1.350D). ­ � CITY OF RANCHO CUCAMONGA @—INSTALL 30' RCP STORM DRAIN (11000D). (a)-INSTALL 36w RCP STORM DRAIN (1000D). - ­ TRACT NO. 16113 (�)—CONSTRUCT CURB OPENING CATCH BASIN �0.�,_111:i=w:­t,� , 300 OF CITY OF RANCHO CUCAMONGA STANDARD DRAWINGS 11 - .�,�__I IN 1� ,> �';-�,';�,,;(,% I (LOCAL DEPRESSEION PER STREET PLANS). t 11.%�% Is,% STORM DRAIN IMPROVEMENT PLANS - � ��_� (D-CONSTRUCT MANHOLE NO.1 PER STANDARD PLAN Q .111 ,0 I I .,:.% 4---3 Ill, 318 OFF CITY OF RANCHO CUCAMONGA STANDARD DRAWINGS. I *� _j , @—CONSTRUCT MANHOLE NO.4 PER STANDARD PLAN 1f Z�IN,-11,�;5 A . , 1 321 OF CITY OF RANCHO CUCAMONGA STANDARD DRAWINGS 1. "I I I 1�- I ., - NORTH (W-18", D2-30-. B-30"). ,,:,,� 1,�.%,jf I APPROVED BY: . - . . DATE: I/ �T�,� , .- (�)-CONSTRUCT JUNcTION STRUCTURE NO. 2 PER STANDARD PLAN �� R 1W,a&a10_I--- RCE NO. 24953 - 331 OF CITY OF RANCHO CUCAMONGA STANDARD DRAWINGS. CITY ENGINEE ,'/ z(&V-t,O - (D=30'. B=118% A=45'). DESIGN BY: RECQMKNDED = Underground @—TRENCH REPAIR PER CITY OF RANCHO CUCAMONGA STANDARD JED ljy PHB &ASSOCIATES,INC A ale - Service Alert SCALE: 1 "=40' PLAN 120 OF CITY OF RANCHO CUCAMONGA STANDARD DRAWINGS. (625) 914-6255 FAX (626) �14-5755 Call: TOLL FREE @-INSTALL CONCRETE COLLAR ER STANDARD PLAN ,329 DRAWN BY: 1620 SOUTH GIRAND AVE_ GLENDOPA CA 91740 SHEET 1 -800 OF CITY OF RANCHO CUCAMONGA STANDARD DRAWINGS. DC PLANS P E UNDER SUPERVISION OF - I (D—INSTALL 48' RCP STORM DRAIN (IOOOD). 1<7/ _ - . - R.C�E. NO. 43886 IDWG NO. I I I I � t f i lr_� I- _V_ i i -�-t��1, I I F= � �r= 4 = . I I I f_= , T�w� i E7a , I V F t- T-1 I EEZ f . I i T�� i I r 4- 4=-- =i�:= i I I - , I I j =I I V= I- -F-= I I -3, 9p-f=- �:= - F-_ FE T= I r= f��:__ I I I 1 1 1 I- f�� r-= f - I I I * - -, 4=--- F: - F ,_ k�=_ T I , F� i t- 1 9 11 I I 1== - t-- I � - I . 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JUNE 30, 0 1989- &--. _____­____1__ - . ____ PROJECT SHEET OF . _- - - - _ RIM -17 ...: L - _ _._ __.. _. __ -._ _. _... __- _.. - _._._ __ - _.._ _ --. -_. -._ -_ _. __ __ -.. __. _.. .__ _.__. _ _ ... _ ._- _.__ __. _ _ : __ ___ J. _ _ _ _ _ _ _ _ _ _— __ _ — _ _ ____ _ _ __ _—_ __ __ _ _ __ _ - _ v _ _ __t od WWI - _ t - - M _ _ _ _ _ Von)r _ r: %kX-19.I FP lei _ = FP no z` VA"19.5 FP_S. - - - rn _ I Ir - - — - . �i . - - - - - - - - -- PROFILE SCALE: -- -- - - -7. _ - T - TIOFt ._ _ N r - - - in r v, �n r �n HOR/Z. 1 —40 .18 1 1 _J RCP t .-_ _ _ _ RCP- _. _ _ -1 VERT: 1,._4, I t 4 10+00 1 1 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 BANYAN AVENUE v 'I 0 it $ ENUE , 0 0 II I , In III o ! A l 50.00 6 Lit1 50.00 TA 17+00. 6 6 STA. 20+ O M.H. AP A OCATION) C� 04 • • _ r / \ ... . •. .. r _ _ _ _ _ Js .�['�•+— ie:_s Vi.. !ill•= - � 7�� �� —y; ••�— `� 11+00 12 13+ 4+00 1 1 0E1 16 ,oQ 18+ is+oo 20+ tt 2 • w — — — — < w 00 '40' 9 11 ,�• W 11 0+00 L-18`, T=10 , =5' 1 1 15 17 _ . EXISTING ST DRAIN A0073'40' LrL.I Ld PER DRAWN N0. 1876 N S N LLJ SHEET 5 of — --- —� -- -- -- -- -- -- -- --- — -- --$— -- — ? (n — — — -- _ — _ — _ --_ __— __ _____—__ _ _ -- — ZZ 10+00.00 N rU --- ----- ------- —�.�-- �- --- — --- -- -- - ----- -- --- — -- -- --- -- — -- - -- - -- - - --- -- - - ----- --- ----- -- - - ---- -- — 1----- ---- ----- ---- --- ----- --------- — Q JOIN EXIST' LINE 'A' /Y�ND1E PLANNING DIVISION CASE NUMBER DRC2004-01 107 No 43886 5T0RAj AA4/A/ 1PE✓/SivN Ef S rA 20 73 AOVP r*D 6 30.05 * © STA• �3 rp0.0o 5--ZY or C i`ti STORM DRAIN CONSTRUCTION NOTES J� _ DESCRIPTION OF REVISION DATE APPROVED Qt INSTALL 18' RCP STORM DRAIN (20001)). 2Q—INSTALL 24` RCP STORM DRAIN (1350D). CITY OF RANCHO CUCAMONGA Q3 INSTALL 30' RCP STORM DRAIN (1000D). Q—INSTALL 36` RCP STORM DRAIN (10000). TRACT NO. 16113 Q5 CONSTRUCT CURB OPENING CATCH BASIN PER STANDARD PLAN 300 OF CITY OF RANCHO CUCAMONGA STANDARD DRAWINGS (LOCAL DEPRESSEION PER STREET PLANS). STORM DRAIN IMPROVEMENT PLANS ©—CONSTRUCT MANHOLE NO.1 PER STANDARD PLAN 318 OF CITY OF RANCHO CUCAMONGA STANDARD DRAWINGS. Q7 CONSTRUCT MANHOLE NO.4 PER STANDARD PLAN FORTH 321 OF CITY OF RANCHO CUCAMONGA STANDARD DRAWINGS (D1=18', D2=30% B=30-). APPROVED BY: DATE ®—CONSTRUCT JUNCTION STRUCTURE NO. 2 PER STANDARD PLAN CITY ENGINEER RCE NO. 24953 331 OF CITY OF RANCHO CUCAMONGA STANDARD DRAWINGS. Underground (D=30', B=18', A=45-). DESIGN BY: RECOMMENDED o Service Alert Q9 WI TRENCH REPAIR PER CITY OF RANCHO CUCAMONGA STANDARD ® PHB & ASSOCIATES, INC SCALE: 1 =40 PLAN 120 OF CITY OF RANCHO CUCAMONGA STANDARD DRANGS. JED Cali: TOLL FREE 10 —INSTALL CONCRETE COLLAR ER STANDARD PLAN 329 DRAWN BY: ;62o SOUM GRAND AVE., GLENDORA,914-6256 FAX )CA14-5756 . 91740 SHEEt 1 —800 OF CITY OF RANCHO CUCAMONGA STANDARD DRAWINGS. DC PLANS PREPARED UNDER SUPERVISION OF 11 INSTALL 48- RCP STORM DRAIN (1000D). R.C.E. NO. 43886��-_ OF 9 227-2600 CHECKED BY: John Dlerksen DWG NO. TWO WORKING DAYSYOU JED Date MAY 2005 Exp. JUNE 30, 0S 19 8 9—D �r a(` �vY rs y�E3 Y�57 w?e� yS 3Y fFtv4 er i P? 3 k L, t Y LLJ Fill 1 rp ffi �r �"mtry�i 4M �nntt��� msm�s�nn nr�a�ar; �,mm ws� ss auxi ua �ttsanmmaVaa v ww;.mumsxaa ^ "w, ^ °••" " " "". • "•, "• "• "`— .my 0 27+00 30+00 29+00 28+00 27+00 f $r t t, o, f i b „ t s i y { c, J