Loading...
HomeMy WebLinkAboutThree Mountains-...__. ... ... __.___. _ .. _ _ - _ .-t__ _.______ _ - J .. tea . . r •,,„ :4 . SHEET INDEX SHEET DESCRIPTION 416 .. i' In COMPOSITE UTILITY PLAN I• , V 1 STREET IMPROVEMENTS • f.2-1: �+. I2 ROAD "A' •a ��� • 3 ROAD "B' tot 4 ROAD "Cri & `A- 1 I; 5 PRIVATE DRIVE & `13... 1 ' 6 BULL MOUNTAIN ROAD ,,, .:,..1 STORM SEWERS ,:t, THREE MOUNTAINS SUBDIVISION 7 STORM "Aa & A 1 8 STORM "A' (CONT..) & "C' • 9 STORM "B', "B-I'. "B-2', "C-1' ri SANITARY SEWERS . 0R .EGoN TIGAR a 10 SANITARY "A' 1 1 SANITARY "A' (CONT.). "D' & "D-3' t 12 - SANITARY "B' & "C' 13 SANITARY C-1 14 SANITARY "D-1', "D-2', & "D-41 15 GRADING PLAN • ®W�"1er: Heritage Development Company 16 ®ETAILS ;' : • Prepared By: David Evans and Associates, Inco aii 2828 S.W. Corbett Avenue 16850 Upper Boones Ferry Road 17 DETAILS Portland, Oregon 97201 C:: ') ® Tigard, Oregon 97224 18 STREET LIGHTS AND Phone ( ) 503 223-6663 Phone: (503) 639-3339 P.U.E. LOCATION WATER CONSTRUCTION NOTES GENERAL NOTES: GRADING NOTES: LEGEND • 1. GRADES WILL BE TO FINISHED SURFACE IN THE PAVED AREAS AND TO THE UNES SHOWN 1. NOTIFY TIGARD WATER DISTRICT(TWO)PRIORI°COMMENCING CONSTRUCTION TO SET �. FOR LANDSCAPED AND OTHER AREAS. - CENTERLINE UP A PRECONSTRUCTION MEETING. TELEPHONE 639-3516. CURBS MUST BE IN PLACE 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE CITY OF TIGARD STANDARD PRIOR TO INSTAWNG WATER MAINS. PLANS AND SPECIFICATIONS AND THE 1980 APWA STANDARD SPECIFICATIONS 4 161.4- 41,--4C.'ct�f-1 c.o. CAr-iIF�2r� 1z' � t►et�20VvME.1-1T flFfvt.r--��c'T�o. 2 SUBGRADE NOT IN STRUCTURAL FILL WILL BE ROLLED AND COMPACTED TO 95 PERCENT _ -- R/W OR PROPERTY LINE 2• ALL WORK SHALL BE IN ACCORDANCE WITH AWWA STANDARDS. 2. PRIOR TO ANY CONSTRUCTION, LOCATIONS OF EXISTING UTILITIES SHALL BE RELATIVE MAXIMUM DENSITY AASHTO T-99,6' DEEP. _, �a� D +w VERIFIED BY THE CONTRACTOR- WHEN ACTUAL CONDITIONS DIFFER FROM THOSE CURB SHOWN ON THE PLANS,THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO 3_ SOFT SPOTS IN THE SUBGRADE OF PAVED AREAS WILL BE EXCAVATED TO A DEPTH OF 18' 3. ALL WORK WILL BE INSPECTED ANO APPROVED BY TWD. PROCEEDING WITH CONSTRUCTION. AND BACKFILLED WITH 4' TO 0' CRUSHED ROCK COMPACTED AS DIRECTED BY THE STORM SEWER ENGINEER. WASHINGTON COUNTY 4. ALL PIPE AND FITTINGS WILL BE DUCTILE IRON, CEMENT-LINED. PIPE WILL BE MON 3 EXCAVATORS MUST COMPLY WITH ALL PROVISIONS OF ORS TO . � s� 757.541757.571 SANITARY SEWER JOINT DUCTILE IRON. CLASS 52. INCLUDING NOTIFICATION OF ALL OWNERS OF UNDERGROUND FACILITIES AT LEAST 4, ORGANIC MATERIAL(TREES. BRUSH ROOTS, STUMPS. ETC) SHALL BE REMOVED FROM THE SITE. 5TRIPPIN6S MAY BE PLACED OVER CUT AND FILL. AREAS To A DEPTH NOT T c WATER 5. POURED CONCRETE THRUSTBLOCKS AT LEAST 8 SQUARE FEET OF BEARING SURFACE 48 BUSINESS HOURS. BUT NOT MORE THAN iu BUSINESS DAYS otrvnt GREATER THAN !o'• SUCH AREAS NEED NOT AN FILL AREAS T 1J• -;• = AT EACH TEE, CROSS, AND BEND LOCATION. COMMENCING AN EXCAVATION. g� Sw ISO TN AVfrA c BEAVERTON 0 MANHOLE 4. CENTERLINE MONUMENTATION WILL BE INSTALLED BY THE ENGINEER AND WILL BE 5 PERMITS REQUIRED TO HAUL MATERIAL TO AND T OM THE SITE SHALL BE OBTAINED BY THE ma`s 6. FIF;E HYDRANT ASSEMBLY CONSISTS OF 12' OR 8' MJ X 6' FLG TEE, 6' FLG X MJ GATE LOCATED AT ALL CENTERLINE-CENTERLINE INTERSECTIONS AND AS NOTED CONTRACTOR FROM THE COUNTY. STATE; AND OTHER AGENCIES AS NEEDED. ALL ® CATCH BASIN VALVE,6-MJ X MJ HOLDING SPOOL,AND MODERN MUELLER CENTURION FIRE HYDRANT, FLAGGING AND TRAFFIC CONTROL REQUIRED SHALL BE PROVIDED BY THE CONTRACTOR. A-442, 6' MJ, 5 1/4- MVO. 3-PORT (2 - 2 1/2 NST HOSE CONNECTION, 1 - 4 1/2' NST ty ' CLEAN-OUT PUMPER). 1 1/2" PENT. OPR. NUT. OPEN LEFT. COLOR: YELLOW. r • t 3 , SITE 4o c O 5. ORGANIC AND NON DESIREABLE MATERIAL SHALL BE REMOVED FROM THE EROSION CONTROL AND POLLUTION CONTROL MEASURES: d► x ►�- FIRE HYDRANT, VALVE & THRUST BLOCK 7. EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK CONSTRUCTION AREAS. - Z SW i w ru .4V WITH 1 1/2 CUBIC YARDS OF CRUSHED 1 1/2'DRAINED ROCK. TARPAPER WILL BE LAID S'^' "?'j"4 `n' '� WATER METER _ ON TOP OF DRAIN ROCK TO SEPARATE ROCK FROM EARTH COVER. 6. STANDARD WHEELCHAIR-BICYCLERAMPCURS-DROPS SHALL BE LOCATED AT RADIUS 1. ALL DISTURBED SLOPES GREATER THAN 3:1 THAT HAVE BEEN GRADED AND COMPACTED i - MIDPOINTS. PRIOR TO OCTOBER 1ST SHALL BE HYDROSEEDEO USING THE FOLLOWING SPECIFICATIONS: ° 1e MONUMENT W/BOX (SEE DETAIL SHY. ) 8. ALL SANITARY SEWER UNES LESS THAN 10' LATERALLY OR 3' ABOVE WATER MAINS 7. WHERE NOTED ON THE DRAWINGS, CONCRETE SIDEWALKS SHALL BE A. SEEDING SHALL NOT BE DONE DURING WINDY WEATHER OR WHEN THE GROUND IS :. to g SHALL BE ENCASED IN CONCRETE 6'THICK 10' FROM CROSSING. WHERE CROSSINGS EXCESSIVELY WETOTHERWISE NTl BLE. G r /t FJIONUMENT W/Q BOX ARE NECESSARY, THEY MUST BE MADE AT APPROXIMATELY 90° WITH AT LEAST 18' CONSTRUCTED. FROZEN, EXCESSI EL OR 0 E SE U LLA sw 1215T t1V .N \/ SEPARATION BELOW WATER UNE. KIG CITY . SST .•v s`1-' 8. CONCRETE STORM SEWER PIPE SHALL BE ASTM C-14 CLASS 2 WITH TONGUE AND B. SEED MAY BE SOWN BY THE FOLLOWING METHOD: • m A TIGARD L 9. ALL MAINS SHALL BE TESTED AT 150 PSI FOR 1 (ONE) HOUR WITH MAXIMUM LOSS OF GROOVE TYPE JOINTS UNLESS OTHERWISE NOTED. -�;; • � nc '1 HYDROSEEDING WHICH UTI LIZES WATER AS THE CARRYING AGENCY,AND MAINTAINS },,,rY x 5 PSI. STATIC PRESSURE = 48 PSI (GRAVITY LINE). 95 PSI (HIGH PRESSURE LINE). 9 CONCRETE SANITARY SEWER PIPE AND FITTINGS SHALL BE NON-REINFORCED CONTINUOUS AGITATION THROUGH PADDLE BLADES. IT SHALL BE AN OPERATING `~�,, $ 10. ALL MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO CONCRETE CONFORMING TO ASTM SPECIFICATIONS C-14 CLASS 2. PVC PIPE, (ASTM CAPACITY SUFFICIENT TO AGITATE, SUSPEND AND MIX INTO A HOMOGENEOUS DISINFECTION AND BACTERIOLOGICAL TESTS WILL BE TAKEN BY TWD. 3034 CLASS) MAY BE SUBSTITUTED. SLURRY OF THE SPECIFIED AMOUNT OF SEED AND WATER OR OTHER MATERIAL. DISTRIBUTION AND DISCHARGE LINES SHALL BE LARGE ENOUGH TO PREVENT 11 TWD WILL INSTALL ALL COPPER SERVICES PRIOR TO BLACKTOPPING OF STREETS 10. JOINTS AND '0' RINGS FOR CONCRETE SEWER PIPE SHALL CONFORM TO ASTM STOPPAGE AND SHALL BE EQUIPPED WITH A SET OF HYDRAUUC DISCHARGE SPRAY t . _ METERS WILL BE INSTALLED BY TWO UPON INDIVIDUAL REQUEST BY SAME. SPECIFICATIONS C443-60T. RINGS SHALL BE NEOPRENE. NOZZLES WHICH WILL PROVIDE A UNIFORM DISTRIBUTION OF THE SLURRY. �= VICINITY MAP 12. EVERY METER THAT IS USED FOR OR CONNECTED TO AN IRRIGATION SYSTEM SHALL 11. DUCTILE IRON SEWER PIPE SHALL BE CLASS 50 DUCTILE IRON. C GRASS SEED MIX SSHALL BE BE E: AT THE RATE OF NOT LESS THAN 130 POUNDS PER ACRE. HAVE THE PROPER BACKFLOW PREVENTION DEVICE INSTALLED AND TESTED BY THE 13. FOR STORM SEWERS LOCATED OUTSIDE OF ROADWAYS, ADS PIPE MAY BE USED. No Scale OWNER. ADS SHALL BE N-12 SPIRAL PIPE, SMOOTH BORE, CONFORMING TO AASHTO M-294. STATE HIGHWAY ROADSIDE SEEDING MIX. PRIVATE DRIVE - 14. CONNECT STORM AND SANITARY LATERALS TO MAINLINES OR MANHOLES WITH D. FERTILIZER SHALL BE APPLIED AT THE RATE OF 300 POUNDS PER ACRE. t FACTORY WYES OR TEES. MINIMUM SLOPE ON LATERALS SHALL BE 2.00 PERCENT. , SIZE SHALL• HE 4"FOR SANITARY AND G"FOR STORM. NITROGEN • 22% J'15 10 11 14 15. ALL CONSTRUCTION OF PRIVATE SEWERS AND LATERALS SHALL CONFORM TO PHOSPHORIC ACID - 16% cf� SOLUABLE POTASH - 8% ' I E 1 C 1 c 1 7 �r 1 8 UNIFORM PLUMBING CODE, 1985 EDITION. �7 V ,. 16. MAINTAIN MINIMUM COVER OF 3' OVER ALL SEWERS LOCATED OUTSIDE OF E. WOOD CELLULOSE FIBER SHALL BE APPLIED AT THE RATE OF 1-1/2 TONS PER ACRE. I I ROADWAYS. i. F. THE EXACT TIME FOR SEEDING WILL BE DETERMINED BY ACTUAL WEATHER 1 17. PRIOR TO ACCEPTANCE, ALL PUBUC SANITARY SEWER SHALL BE AIR & TV (BETA) CONDITIONS. THE NORMAL SATISFACTORY PERIOD FOR SEEDING SHALL BE :Nia1 2 CONSIDERED BETWEEN MARCH 1 TO JUNE 1 AND SEPTEMBER 1 TO OCTOBER 1 13 \ TESTED IN ACCORDANCE WITH THE DISTRICT'S REQUIREMENTS FOR SUCH TESTS. �' / ` PVC PIPE SHALL ALSO BE TESTED FOR DEFLECTION. REPORTS TO BE SUBMITTED UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER EXCEPT THAT CONTRACTOR ? _ .- 8 -' TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO MAKING ANY MAY PERFORM SEEDING OPERATIONS FROM JUNE 1 TO SEPTEMBER 2 PROVIDED iii CONNECTIONS. .THAT HE WATERS THE NEW GRASS TO THE SATISFACTION OF THE ENGINEER. - - I 18. MINIMUM DISTANCE BETWEEN WATERUNE CROSSINGS OVER SANITARY SEWER G. WHEN DELAYS IN OPERATIONS CARRY THE WORK BEYOND THE MOST-FAVORABLE �. 5 - \_____ _ _ PLANTING SEASON, OR WHEN WEATHER CONDITIONS ARE SUCH THAT SATISFACTORY SHALL BE 18' MINIMUM. HORIZONTAL SEPARATION IS 10'. MINIMUM COVER OVER 1; O EE- - 20 ( WATERLINES IS TO BE 3'. RESULTS ARE NOT LIKELY TO BE OBTAINED FOR ANY STAGE OF THE SEEDING ,; Q° ( OPERATIONS, THE CONTRACTOR WILL STOP THE WORK AND IT SHALL BE RESUMED ,, _ /4‘. - __� .�, 19. CONTRACTOR TO LEAVE ALL AREAS OF PROJECT FREE OF DEBRIS AND UNUSED ONLY WHEN THE DESIRED RESULTS ARE LIKELY TO BE OBTAINED. IF OPERATIONS '`� CONSTRUCTION MATERIALS. EXTEND PAST OCTOBER 1 ALTERNATIVE HAY PLACEMENT AND SPRING SEEDING 41 •42 c„ /� SHALL BE SUBSTITUTED. �,• �� 40 ` 20. ALL DISTURBED AREAS NOT TO BE LANDSCAPED ARE TO BE SEEDED TO PREVENT 1 "�" O H. THE CONTRACTOR SHALL PROTECT ALL SEED AREAS FROM EROSION UNTIL FINAL bt'4 �� ERO ! N. ( EE R i N CONTR L N ) INSPECTION AND ACCEPTANCE HAS BEEN MADE. AREAS DAMAGED BY EROSION k 38 SHALL BE REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE. t`. v 741 21. ALL NON METAWC UNES SHALL BE INSTALLED WITH PLUMBING CODE APPROVED _' 44 43 �A LOCATOR STRIPS. 2. ALL DISTURBED AREAS WITH SLOPES LESS THAN 3:1 THAT HAVE BEEN GRADED AND'= m ♦ / 45 ` THE COMPACTED SHALL BE SEEDED PRIOR TO OCTOBER 1 WITH THE SAME SEED AND , ^ `, - 22. H� CONTRACTOR SHALL SUBMIT A FULL SET OF PRINTS MARKED-UP WITH AS-BULLY FERTILIZER MIX AS USED IN HYDROSEEDING AND SPREAD EVENLY OVER THE SITE. ::/41t w c INFORMATION PRIOR TO FINAL PAYMENT. .,,,,t , 1 ' 36 46 --- I 1 ALL DISTURBED AREAS NOT GRADED AND COMPACTED PRIOR TO OCTOBER 1 SHALL BE .i / 48 47 �-- _ - 23 I 23. LSE NGt I r-tn�x- : SEEDED WITH 200 POUNDS PER ACRE OF HIGHWAY MIX AND SPREAD WITH A HAY MULCH 6 ti l 4.- 8f1� t:7105K- ,ET t t-•i Gdi-IGs�T E. PI L-L_E.s� , �, . . ,: �� I WITH M:-"Tal,L LAYER 1/4- TO 1/2'THICK. TH E. I t�1T"�1zS EGT t O t�'i O� _ 2. w• 11*- Av �.t-iC7 �u`-�._ MT. Oat= .��� \ _ 28 ' EROSION CONTROL PROTECTION SHALL BE CONSIDERED COMPLETE AND SUCCESSFUL / �3 - E A A GjT.A.M pit› : tl WAS$-4 . Go. 7 S 3 1 q 841 WHEN A GRASS MAT HAS BEEN ESTABLISHED. ,, L 7 ' . ., 30 24 �1..E11. : 5�I9 .�14Z 3. TEMPORARY EROSION CONTROL MEASURES DURING CONSTRUCTION WILL INCLUDE: A. HAY BALES WILL BE PLACES AT THE TOE OF ALL MAJOR FILL SLOPES WHEN ',4 - 1 -k.-- - NECESSARY TO EROSION AND TO PREVENT SILT FROM WASHING INTO EXISTING '• 1 35 34 33 32 • 25 DRAINAGEWAYS. 3 � •27 26 .,-',,, •, ' 'A B. TEMPORARY DITCHES WILL BE CONSTRUCTED AS NECESSARY TO ASSURE DRAINAGE ;w „\: �- •J IS CHANNELED TO THE FACIUTIES PROVIDED. ,4 C. IF CONSTRUCTION TAKES PLACE DURING RAINY SEASON, HAY BALES AND'MIRAFl• ? ; " 140S FABRIC WILL BE REQUIRED AT ALL STORM DRAINAGE INLETS UNTIL ROCKING • `"° SITE PLAN OF STREETS IS COMPLETED AND DISTURBED SLOPES STABIUZEDBY HYDROSEEDING. .AS 16 011 - l'e.inVio 1 it . Profec-t /544- Shed V.zO - - _ M ,,, . - - - - ' IrIII III ,._- _ -�� ��.... III I I I I I I . f ,. ,, . ._. :1 a 6 7 8 I g 1) I 11 L ,-,.J:. 13 14 - 1 2 3 4 F-�- • I 1 I _._I -_-w.-1 I -r-" `ice I ____ ___..._ ______...r_____. _ ._ ____ ._ ___ .._. _ ___ __ _._ _ _ _.___ .- __ __ _._ __ _ _ _ __.__ __.. ( . _, e I 1 I e I I 1 —I ( - . i I 1 i e e • ! �__1 _i__J . Alki' ,..• .. . . • . . . . .. . . . . ' • . . • To 0140 -ro2.. c sEtivo►R :Y sit. t�IN. zs �, . :.,,� .. Ga4�. I tyL E'f .. PRIVAT DRIVE -- 5t4p i�A-T�-RLi�1 .i 1-- . ... .i. .r-t---- -- !J� a' i X Z 21.PY PLsJ4 b-r IILAt;2.>' e.t.c ) _ ,.. ..---' . \\\ ��\ `.N I {.J Z lb o. 1► r1tsL-r t N W _ ;•:� / �� `� _ I,� - - �` - - I r r-rely �x w� w� sir l -k J w 0 / r _ -- �T -- _ ' a 11 MJ' GRo`a5 �'I'1f,. z„I.PT. PLuz.. 5-rto.P'DLF. r.LoGk . ' Xi I SA.s.� G. O. C ) Q .: / MIL if M J. 45e 'N oS I t 4 E�.ST r Pb RT at I54iLASS e Y 1 NI.oNLlri-rmM.T �11. PyE}-IIND L�1�c�i �c SIDELJ�I.i� m� ft I PRIVATE DRIVE �► •;., dn. Ft R 1� N Y D 2,�.t'r (;:i I — -- • .. — — — — 0 0 z \ 1 I ti--- -------- -c\--, I- . 6 C; \ \ I � ...4‘ -iE�1T t2 hs 45 ---' 12'sp.1. ct�..z t2 N.I: .. Q . C...) < ;i: - „ " \ t I I 5.t.I>7S� 1 \ D CO a. •:,...2; -AN- mi-1. - -1/ 1 6 \ . \ 1--- — ±.. Z I re— I,.,, • 1 0 .64H • rii,H. 20 ► .- . D 14iie.rf. p \ \ (•1) �" t GUL�ERT SAN. t i -I 2 e �i I I 1 1 14 5�N . MN z'5A "`- F1tzE NYD2AN� 0 • I I , asses�,��Y 0- it, \/ la 'LP .a. ZS \ "— \‘\ LFMOM . CO Z p D �� VGLF I PI Fi1MT� • G-+.1D 111 X‘\\ _ < Usil Go t-14. 01-1-r1.-ar el I CC • It. — ..•• . ��I \ \ -___ IZ M.'. 6E-42 I - Fin ......\ \\•f°N; 'CCII` 9 1 ffi a ` \-3C.P ` I 3�L F (n VZ 13o Li zd LF - . Z 0 E- \ \ ...., • .3 1 • p a. ._,--- , . R • . . ..., , k -1 M t� L1\ 4 2 13 �� 1Z '"'7 gt=� .. ---, • d� 6- _ to i - ,� _ — 19 I ... # • c. . 17 ��\ '� 'a. `- I CA s,d,N.t-�.N. 2 s I r,��J. M�. i3A . Lii W .//7,„ . cf� — 3 1 \ , • a _ a_F R:: NY�r���� �.6• 13 27 LF .....\;?‹ , L IJ1147: QT /// CC \ _ SAN. h'1.H. 19 ��'�V 30 � 'EM�L�' L1- .7 • Coi.) I It li / / , , / ... Cri - � .V' V //// � / � 7 G• �.# io o . 44-"lie7 • lam' N // t� ,' `� I� 6 # 2?L1✓ BII p. I. G t.ass SZ (}.P- _ 12�x 81j r'if -tEC :4 , z / Kle'! ''' \ �. SA I•; . 1-1 .1 t. 1 411,/0014• ■ - - C.a_._ , • 4 sA M.H .# I I Q �!°'� g14 :,. 'v i Ni... s. t'TJ RFY 'i 11 / r IZLF - - \ it li N" r•,1J 5Fv. r I =' / / — �. / R'nn.T.g�alr� 1• -rE E .'_ • Q i G , S �.'- 2 V I e s� _ tis1. r=1(LE NY��o.�1T ��// /� N\ • , vilpi ,� 1�•.W. 134 TI-I DR. o 0 G g9 � Ilt,t �F:i" I 1:! v• . / 3 `14 imi . . \\ s #� \ 41 5 11= µ.P _ P ,% SA1�-t. M•N#I a 4 iPP, 1 - � � 11t•� ISENvs • I 2 1 • aJ 4® 'SAN. M.H. 24 4. am* fix a Gi11"1S• GRoS-S, .'. '- 4 - . . �► Q G...i. 3ENIDS1. FIRE N Y1�2a�IT — IS LF ..� Cl� t Q5►SEMFSi'! 10I LI —— • • 1 Z \ ., ei-5 R�P'to�E !. PL ' F' 8 NIT. SEND 1 , 3 9 Q — — _ • I I .‘11 1 ‘, IliPii. § i it- ExtST• cRoSs, CoNNt:�'r,i , i Q - / / 4' 1,1 r 41-\., w/� P E-c IZ 1"1T ., v I 1 \r.r...,,.... -------- - �. g ; 1 ® / / (2EDt.Ke� -re, 4.11 Gloss. �' ,h 37 1 3 C7CCIell \ v LF , .�. 1 � 44 I �.�!.i. . ,, 22 V \ �' � N \ S6 L F 1 � 4 5 G. g . 1 2 1 g LF � / / / • / 12t�>-- mid IF _ �!' , 2G LF O t • ' S' // / / z5LF . /fir / C.B.# 15` 1 . i . / c.B.; - 1 \ 4 \ \CA S1rt.r{_t�. Sa.N. MN. �� Q _ i ��g� g- 1 T • • ASCA4.E. 1`-40 � �a, .�' \1-jr; / LF r �. � ■ '� TO�M S CS4630 \ 1 / e, 1 sc.u. t�1.�1. 9 r emu 3 / °ll \ I o • • / STM• .f1.# 4 > �`?S. sFv (f ' 1 1 IZ�IMJ. 'tt- 1,J 2 O -1-r'1- t-'1.�. sM 11./ # � I \ !Z P.E .r (� MJ • # / r,. �. _ 47 I S .N. t�e+�. l L `g �: _ _ - �2 ►�-P- .�. R><PtxER Cc�es-r� 2 et. , sAu• i2 SAN. M.�t• 22 �. �•- • Z5LF 4 plt,„4 �, '�� c.B. 4, 43 I _ 1 ,1: .��\r • O�` • tillp.l- c, ' • (j� Cptu4 eAsi-) g� SEWER D . ‘ir1 11 �• 86 LP r — — %NI �f t3EN 0 ',b 251.E 47 4 S . } FI RG- t�YoRa•N-r \ `J limiftvAN Ot G n . gE DMill ``AA'' tell.��• .-1114111111 II ��A ���E� J t� ���lv � JP N3 r /• 12 D.1. GLASS 52 {�Ibt� l?RBS RGAill r ��� imi;rniii •• l .11111-. --0i ► • j 0 . • \ \ s ET / — — —— — — _�� S'�� 7amt I Z MIT. t3 F.l l S AtJ .r1 1�• '22 •\\:\ Z / Air: �`fl�Rjd_IT �i 33 �� A�/�, \.' 2-j1 xan�U • flit► ! �JSLF — , A5'sErie-LY Sb.N, rl.h1. 21 G.g. 5 *mai Ib O ' Slll,,t J. 13F� \ #�l o .>rsr�- -• 1( 64.m.M.H_ 14, 24 / Rcc i / ourFNLL cR 'I I z ir8 r'tJ TEE ���` ��_ • \ --- IZ MIT' $F./. SAN • M•i-}#S i►a - F N. AsSEr'IP>L-( / ' . -, I SEWER aj i I a t✓tJ �r C I L. 3 0 ______ st,Li= 1/ r 7[/ SEE SHEET Y § i •., //y// \IZIIMS 13EN DS4 . ,,,.,.,,, tSJ �--- _ —_ !o ,MT LPT. PLt1G i '::-,-, .{// LF — I [ A0. / I 80 �J N T R F'F1G BOX I N f .:.. {"{- M H. 4' 111 ` P" T-II.1 FTCNT of cuFIS C/� 5-rM.r-1.t�. 1 I I a_ • 35 I 34 I 33 32 ‘. \ t / 04 ' ...I26 \ 25 IDLEiztr , / - / .. I 4aw. M.rf. G1 :* 1 2 7 ..,� 5 AN.r11-1-* • 7LF co I SAN . M.H. 5 / • • 7LF 7LF 7LF SANITARY SEWER ' A ' 7LF 7LF 7LF LF 131,E ISLE 13L I 13Lfr L la LF 13 LF • Lam— 13LF ., mowb 1 "Ptii - - - - `IF - - 1 - - - - - - ICE► -- M .�•o. STORM SEWER 'A gi sxalt I.P-f PLUG. STORM SEWER A sTf•'1. r'i�#z • - I 5T G.$. 3 • W� I rs..pp. ASsEM 6L`f •S'TM. m.14.* 3 1 N coNc, i- -1—El- 13o� SAN, t--1.�I# 4 F3g-HIND eURIS fiSIPEWALI- 41 ,,.,.. . -'i 1;--- u iii. AS BUILT 6/0 1 /90 _ _ Pre 'ed 15¢4 3 4 ed Z�2o . . - 1 2 3 5 6 7 6 9 t P. 11 .,' 12.._- ... 13 14 _ _ _ _-_ • _ 'r '?:.;::',. 0 :, ..-:41r: • 4. GUI CticrA WF ETA .Y r' . }[ - !C - 2500 O K = 25 p0 - K = 2�S CC' ,.1 R = 2 2 .JO �, R = 3�2. ►'i: K • l�JQ� i 2'!&t�0 Olt _ 2�.00 Z R s 25taD .� PZ = iCo?.OID 4 I ODI y (� a u �! �J le �4'Gam" �=/ .� :4n 4C' iC" v p - Z•'° �l' " 4 ► 2 _ 4 Q e M A- 22 O'1 rD v A OW'O� 27 p = Old°"e 3� 0 ..:. : Z Li a 2�"t 07" IP1 'Gd' oT O¢ L� z °Xo, '� o = 2°�°O�l cpr ., •- • L. d �.� L � �0.72 L . 4z 2g L = '��.3t L = 51 � L= 3fo'F2 L. = 42 31 L. = �. It- L � 74 7!G L. " to ? T = 24,OO T= 22 57 T - 2tt 23 T = 42 9 ' T = �7 T = 97 `2 �` • T e *D�• T . 4ra?D t7 0 _ 49 GN T "' 233G T - 2b.2, T •- �'T.?l° - = iZ - 2h DO / / / /7/ I,j iZ - 392 00 04, le - �00 1iZ 302 00 / / / t / i '�� � V� 7 7 44 0-5), @e ' 3h�OO 11 • li'C = 2y OP � R y 2 •� /l� � �''IdiM K � �Ih.A> O 12'+ _ , ?� '� p� D2'Gi�'24„ p l0�0 '02" p= 1�47' 23" O A = r0°47' 23" p = g-J' 1�' ,, O p 33 31 14' O G = 1°1°4'7'2�' ->r-3g. 84 p 49°4l t2 D 5 / t3J • ;� ., / . t 21.Sb L = 12� 0l2 L s 20�.4Q� L = 37 L ' ' t�4•• L _ 4r C� L = 23!off L ' 1'�5 3°> �8 091 // 717_/ // �,,. T• 2�i l T= 2I.7 T- 20b3 �T =�2 4oj T = �08.38 = 23 Sy / / / .• •• i•Emi „ T a I l4.t3 _ ? G%si~1 T ' J g0 8t / / A / vs w ----- \ ' \ —� / \ ' \ :::•. 0 . l �� `` • / -'---A . \ ? C1//42.74 / k •• < / , . • ; t.r �OtDi. '17►1N RGVd7 `� \ \ '_"��....-„---.......... \ . \ i , / / / / \\ \ . ' ...: Cn CO Q 6� J" /Z1110#00 40 NigoP47 iki. Z - „h.., ir .....---- . ..----- \ #/ .2'` Go‘ac's/ 3/ "1" :yr . CC/ /a / / / '' / -2.\ \ " 7 \ / \ \ 4, \ N... _ ......• ........_.........,t/ , / / . „ /9..;:,:\ _ / -:- --" ,., •' (i) ..\ \ \ / , . . .., 0 _. ....- .._----- _________ .._.... __-- / ...c,,. /is -4. .. .. , 1---- Z ...--- .4. / A i , ' % u i 4,-;.: _ 7 ,r, \12,._bm. i .- . • -,,1,42 __________ - '• \ \ , ' CO < '11, .*:, ,.. 4)\ ,fp . - '. :. • 1°73;.4t.0),1,,s' $- • -lekr.--- s 19,,,,- Afro, ' -------,.. NN: /' _._ 4000:i ... , i 7, ,,,, / ; , Ay I ts .A\ . ..1* ,,27„, --1,--'*--jist 4:7'-.'------"ds' s • . Z I __.,- \ \ \ ... '''''. ,1: Z___-.-4--"'/---7/- - \-/k.11114 / / i . . \ \ '14'' / / li I .-,... . &V . III p (4-0tr.. :%11 „.}...,..--.'" , ...----- \ \ . < < -:.:.:it * "-N . .,.,,,..___.--'": -* -> ' P..---- 17e4 -----'\ N 4itii, ......------- . . 0 ,--, v ----t-T-7-', - - , , . --- ," em ,,, tv,., _____----- . 1. 0 ______.4.:r .(., 40140, \,, A e. *al , . 7 ,, .1.. it- iv,t, f IS 14• .4> % ----. iv 14,,,, ,1;.:).g A (\ 1-i:4,\ . Cr 1 4ftP. — — 1*-4 •L i 1 IN i 1 . Z . -N ---------... .--- / \ 1 , v. 1, 441h I, f - 0 .04' i 7/ / ____-- \ , 0 i t, r - V / / / A 1 • 7 / i . . •) 0 ______ 4..J ink 1 \ .., . D LU / / , ' i i I \\ \ \ Vi? , 0 0 t ®�� �74. / / I 1 \ 0 tt Nif r 1 sc) 's." 114 \- _ 0 \ ------- i/ ; , . -------.- .....,..,€ \''''....-----"...--N Ark .' / , A 7 \ / ......... '"'.....••.•..... . di) -------___:..... .........4.. .... \ - m• 1 3 1R-1) A v E. \7 7\ irOAI ,,.\....\ , v 1\11-/ ' .IT \-c. 2:7 \ , , ii, i , / . Nia4 0 Z\ / / I t ' \ ., \ 11,11 .„.., --------\--- Z \ / / •.• // v s. v...• S O •� • - -� P C cJ 9 ! I ' .. / •/ ,., • •l• p.c l Y61,2fJ E Je To,Wilt., ki a l.L 0-1 1 a t c G.tc9�\-• \ .7 A ;i , / DCS�Gra 4Np Sd1�P•1tTT 5+•bP3 1.. _____, \ �� �- �� 0 -- - / / i ,1 ' / .®., , rri . ,,-.1 01.44.6. rioe tat 5 ti- r- \ p _ / ,,,...- s \d j \ , X . . . , .. , - - - .. .. • '? L►JS'(RtJG T 51 D. 5 t DE t..l o LIB �` - r / / , yhi s \,,,N,/ Wt //w . / ( : ^ --I-------A't"---''f' ' -Ilai> :o --- i j 1 -Illib:.1. 11111r.:11Pw14': l'.:6:46:. ' 1 Z / / ( / I ,:. I . . , °::..‘.' / i \ -- ---moo— _� �- I y R-r sc�ue _ - _ - _- - - s '. ` \ \ —— - - Tom✓ \ i SC E. 111= ' tiOR. o'' :VSE v - { - c - -/ --?' ._- 0., ----. -5 L.S.,....______ N.. ....,,c... --...........,_ ______ .. -V 1 i*=. ' VE.RT. --- / / i .. 0 Zoe L ' — _ - - .2# 9 -_-- - ^'t _ D T F•10 = r o. co 9 • �ovc r .i. 3. 3 c e i . .. _ ., F-- _ -_ -- — -- -- — ro = O ��4.Z 7 I •- ti- . _ rt 41s. I - - - Cf o O -- -- - - -- --- - tvp7. 20i_ -- -• - t�'4 r'o• 1 lW- lerr, -- - - o N,- '., • t 1:1'. sa.%. v- _ o"-_ N d b l N li`' _ �' - 4 Q i y I%. _-. .,- t\ C 0 s.. 8 ?-/.,.- r-J v v • Iiv 1: .. ..‘0.. § f 11 I ' t 1 U -3---1 _— — ---r- Z 1� L— _t _- -L.__ L -- / 4-=-- -t-- --D- --r -+- --it J `' 1 -A..,---- 8 tit QIf _ 7 1O,OJ �0 6` 1►tC$ � -j — -- :, .: : ., 1 _z ? + t N N C1 N ev fk M / /- 4 ei ,.:1::.-i \ . . , vi - If,-,i :. . . . -i-- _,_ _ _. _ -, -- - , , • t tt 1 . '• . afril• \ -,.'.::,.-,,:.,.,...:,,.-;',;•-,.,:;1:. . •• \ r T .. . h. X hT GRADE - — - — -- - .l- - / --- 1• T' '• . .f <- ':!a' 9 IC/ln.1 EX,hr l7RA1?E _ - - - -- - - - - - .. -- le, - vR01'9‘7E9 GIAnE- - -- —_ — .° • - --- -- — --- - . . . '\ . N. ,: 1 RIbHZ' lilw L)C, i Gp',ADf✓ — _ / 1 _ • ,; ___\\\ \ ..• , / • / • ._ ._— —_. -- --- --. -- _ - _- 1. . - \ ---r--- - -.-..... ----- ....... .i •N / ..i , . VII 7 __- --- - _ _. - .3, 1i•: -- ---- - -T -- / - - — \ \ Ay:, • . ----- \, • .2,.: \ . _ t-Ii.L _ ._ — --- _-- — __-- --- .—.. _ - ' , \ wi., --— - ._ -- -. - - --— - ----- —- .— --- ._- - -- - - - _ • • 'fir. - - -- �+ • ;.-,; , --- - - • • - ! • • - -- - - - -_ - -- - _ r 1 . `� 1 #OO B+Ov +OO Io+00 RS BUILT 6/O 1 /�® >aV,;,• O �-00 t +-00 �Z +Op 3+-00 4+00 g+0�7 10+00 ; - ,Ag , .yµnafl�l,1, • • — - ,�...�..0 _��.y.M.._ :. ,.. _ - Effie ii�i3t/1/d11i11� I II IdMiiiiiTrldt/IIr1�1 Ili�iilldi l I 1 1 1 I 1 l i �.yz.�... 1 111.•L I l I I, I I III 11 I . :: - - I 11 I1 i • ' ..,- _ - • _.. - 7idd11�! ddiir■i�'IdiiOi � Iris dil•l9iSri,i Teiivl�l 1 a , s 13 11 I 13 14 - 2 3 �d tld���ll�li/= -- . 7 t.. I 1 ___-_ ___ ___________ ... ________..__..._______ __ _ __ _ _ _. __ ___ _ _ _ .._ __ _. __ ..._ ___ ._.____ _. _._. .__..___ _ _ _ _ _ _ _ _. __ __ _ - ._ -._ • 1 I-1-1 '7=T- 1I I • I 4 I .Wit' ;7`n.:I. ;'w+wM,.• --. ..r,yw•e - ', 4', ' .P•:• •,:'•",•. ' - - . • ' ,' .ii:;„.....z'.''',' 0 ' -. .. . ' • 4 £ Vit ETA . ® : % IK IL 1'20 00 0 R*!50_00 . o N 0u ® t: 2 2' vXpu O = gy 02p/-�I. 29. . lb O �� ` gpL (od' G 7 = -yl M 0 23P 1i d • . • . L z %Mit t•�EI�' L - ro0 L--; 57.411 L : I t4.1'°, Lis 1W.e31- L. "- 139.q2 _ •f' 22• f V 43 7'- 7 r.! 2 T- ' Y z 40,2.W/ T = I*43 7'f/:Air T - 10.94- T - 29.14. r- G3-,.a- T= �,•42 / / . � �� oip0 . � . �� 2�.� � 4 2500 �, �; 3 :00 0,4101043 IC= Wit 1.� 0 � _ zgoo (i) �- 2�.Gb // //// J1 ® • ' a ® * ier03� ® .. uCr)V 4 ei2"0'hey &- 27022r 30 4._ 7" ue.' 20" L� - �4•.2013a L� �9( �-� �Xo" • CD 3 - t 720' 0Xv v* L.= No.�l L= 10J. i! L= 1,49.0 " L'• 41.16O s '4'0 //* ` / i , z 22.�1 T osr.to ?` 2t��Xo T= �� Ts ?J�.glZ - 1 ; T• to�b.9� 'f 40.so T-A�Ali' 'f 22.f� -i 1 • Z .,- 8 . • -74419-----I>,.... .---------------------------... •-----___-. / / ,/1/ / / // '1 • Z / / 1:)141) A-t ,pN 41\\Lf\. C.11 7 / ---.. .4 . I / 1 ( / . : • . / / I / / / / / / I"5 C "' " // ir / ........-•""". / I i ( -E---r -"-W t\ .. \ al 0 ., liw . ,_,......... / . . , • _______-________: ......._______ 7______//_________z________ 41 �- N/ 1 V 1 i ( ri 7 VJ Ca > -• \ ..------------- . cl I 6 \ IO 1 y --/-----,..- \ti \ \ 0 .:••.: \ NT--_____------"/ . / z ' N / c c-1 c o I 1 ___ 1 s N p Z .: .------- d/ // / / , ,/ , --........... '-' N\ \ ....... - / - \\ ' ......s „ 4 jr-i- I / , . .,.. , _ \ CD 1.1.1 -;-,V •, - / ' / / ,, \ , - _ , , , / / • 0 ________t_-____„, \/ \ \ / .. / . ,..._ NI'.2 \\ '.........-......--s.s...s...."•-•-.......... • - .........44.-"•• / / / 41").' 0...1.. t _ WI 4. sa - • / - o T 1 0•en A J / 1 It \\ .. nom ci -4-- e <N7 2 / ) i , i I ----___. -_ ,. fin= 0 ...... • \ / Z .1, ,..i. 7 '1' v „, , /I / 09 i Z. N - . �- N S.NY 4 ©R. el? p \ /1 ----1::1----------- i-- .:.... _._.____._.....„,c______---- RO41.1r - / `e L.+�- / .-- , / , / - • _ --,....,... •, o / / \ ,::..... . \ 0 \°' - Illt --'... / e el vs I, '% o • j /44 / , ,' I •/ ii . • 0 LI.1 , j 11 ......_------‘'S-1 - 'VP ---"N (I.) i moo r.' . / . • ,' --- --------.....\ ,, -......_.- ..A Ali 6 ' - --", / I / AA' - , --- \ -4.4 / 1 0 Cr 1 ,. \ _ Jam- , �-�; 1 IVs \\ V/ .....________---0e0- . Aim gi 7 ----... ............. • I / / / \ Ar \ -..., 0 <> ' • -.- •%- \ • M \ / / .. - . \ /'' / 1 / \ i \ > . .,....._. ---------, ..r. ,.. •I a. i ...s.,..,. .., \ CR 17 590 .rah.. / tir ---- \ \ ................... . _4; i 1**: \ .. • ,. /\ \ \ .,.,_ _ um! \ rf (I)M7 - 1 7Z....................... / / 1 IMU i \ / \ - . --\---------------2° --- ..41, :. . .,„_____ i_•: ::•:. \_._ ...„--- _ ,, N\ \ \I\ \ ___ __ _ , ,. - -----------":„..ki „...._ T ' ' oey i •. /7 / , . ,:i . • . _ / \\ / Cr / , / z;, I , .1.1 ... , •rs---•,.. .\ N\ \ NN -• . i / _ Q.c:fpc> (911'(pli\AO_ k / 4440 - .. ., \ / Tr ic:r / • �Ta \ . ........._ . 1 ____.........../-' ,..,...,,...... 4.-'......---__ _ I \ \‘cireo ta:oti\ . , . -----......._ 1 - ' \- </-t, (P` --1) .-e5, C , 4/bi 0 .Z. / 1\•\\ \ Fn. s 2to . R D 87- • CC 0 / / .,'•• / D 0 -•.. tio • . ,,,;.9:. :- . 1 / / \ \ •••••.........„ / . . .)/A-0., 4 ,,,, . , set, 52. / • . ...., •_........„ -, . . • 1 _1 i '_4_ \ I . , / ) \ \ .-:::•:•-• ,_ N . ,. ___. ____________/._____________ ___ .- .-,, r ---..4.<r_l______--*--T. --- .k. / *). . .. . • ....-..............„ \ N. (LP//1 / \ / ••%. thINIIIIII; t / 7j9 . J . '"'....... ......„. / \ \ \ \ .....----- •• (9 S7 itavla -... -- I ' I 1 ‘, / / / z/ 0 \ \I\1 7 • \ ---'-- 1-i/___ __ ______ ......s......\\I\1 1 / p SCALE: Ve/ %N--- ,// ------..-......."--4---4<---4..4"1.-C1L4.%1) 4.- ----_-' 'sc'-'---'-N.. NZ, \\\\\\\\ •tY\...%.-4,.....-lg e.ot..,\..t...„.,..,,1.11‘.R..% r. / ///./ / ' / / /} 5SeN 4. i + t i0�'JG. 1Do vr,. O �'G- rl a r - t •.-� ►"1D=+0.504• d �+ tr10 f+/.� �' - Mt*� - QA.74f = Z 3 1•�1a1C+o.25si rt . -. - I. 0)9 (lo 2 Z•7�� • ., CD eq5 . . . lioS:la (GZI.So) I M�!.'S4.oa �?.� 113 it 1e �0 d - �_ spa 1� h .n TT N1 i S 5 s r .110) i i f;s �. tip !p Ni, �9 t !Q I I .9 �9 .s v �9 �9 �4 �4 �5 v i t 1 / z 1 / �`1 vi - • _1 tz / • : �, 2 �_....,4 ,. .3 / N • �. y_ w J cL v oL v v v >; J %> Go Z ` • i . ; 02. 9Q,- ✓ 4b�� a tO_mall ` Q `_4 co ti‘ u J v- Q r �' u• v N �+ V • s ,.., �9� N• V J N : ,,,i, t� 0 NI N 0 j kj.' + 0., mAX• SLOPE'.3:1 �A a°: / • ni . tt 07/_ / N• t .. a , tf..% to 4 a N Cr' ry- 0. 11‘ . (X) coT) ti:1 ,. Z• <t}l` ,d1. V-• IZ It 1� ID & N S s .9 3 5 t\, f r CAi d �.; -.;:. _ 9 }, j ti \L V f / _ - -•-•-- -- ••., _ r- 1 i / �- �_ icl �' n°iyv:Y}'\':: 6 r • /- r . . • ;;:..:,. .::::::•::.=.: t • -ram \ \ /}'/ - •,,,,.�.� ...:::;a;. r` _(� 0 V / ;4-,,. 4-' l' 1-, 1- ,14-7. / 7 7:1-9 -•°°11111111PIP's't7 .0 •• _ �..-._,____ - ^- �-' '" • !/ • / / \ �'RopoSa3 GRADE ..;-<.,•., - •4. ...• _, -- N ..„ . •x� / / • , /. _ -... ----f ,,- -____ _ __ -- .% _4_ , F PIPE �:" ' {�' z c4"n r _ - - - --4- - /' y a • ./. >.' f 90 k7:•• • Il It - - -- -- - I / / ._ /„...." 4 i ‘II ,' /** ...........444,.._ / ILL "fo' \ :•;• ,,µ,..,;::• -- - - - - - //://:''' ,::'aw.,'.:'` ` 0. C. c� of PIP t; + ."!..',:., ..: 7 / ii /co i; _ witr - Ex4-s3�t-�. G R�6 Q L-I. f+� } \ sD A. ; , `r/ 5 2 004 '- . I --dr$L� Ft+41Sp* 2 6r ` -- -+- ---- \ T" A : � "•' s r�E 4 / ' • 1 '' kw;. 1 � 1 2. , ,..A.:::',.:1.,...:\/:-// (,1"- ... .1 , , __ _ ____ _ _ . _ ___ ____ __ _ _ _ _ ,_ :- -:.. , , is-: , _ _ _ . Q .::?; ,:-., \.9 . 1 . . . . _ _ _ _ _ ___ ___ __ _ - 4 . ' f ' . 4 zr _ _._.___„ . . , . . , , , , -4,-- - ---- - - .1... - - - - - - t- - - ----- - _t t Z - . 55 'too R i RAP :3.11 ' - - -- - - - uDE PON9 ' .�- �' _ _ _ - 1„ 1f FT rC -- _ PROF�E RQAt9 . _ - -___ I _ -- -- - -- f ) f CULVERT AT P _ AT`� �OA� G 44 -F00 ' 4-00 4•+00 *4-00 0+00 1+00 84-00 0+oo _ • .... :.. 0+00 i +o� '� AS BUILT { 6/01/90 /5¢4 sh eef 4/zo -ny . . ✓ ... _ 1 17 I J T I I I f I I I 1"T 1 1 I ! 1 1 [ M 1 13 ______ _--- .._. ____-____..__ __ - _.__ ___._.-._-_.._ __.-_ ._ _ _._ _____ ________-.____ _ _______. _ . _ _ _______ -_ ...__ _..._ ______ ...._- _ - _ ______ _ __-___ ___ _ 1 ' r ' • GTE► cL� �aTA,____ ' G111eT�! G1JK� �"fA _ t _ R s 2�DO O K= '�+DO 00 O I� . 2 OD �4 !e = '>1'1.OD s 17%00 R� 2 Op ie = 49.t?+t3 K ' 2g AD fL 1°92.00 Y K 20a•D�� i . 2 .OO 1 ce 1� a s IR,. t0' %'81 1° !4'C21' i' ° Z. 12° ID' 44'" 0 = 12° �1' I�" 4 {p O = � Iq.' 2� A - .q �4 42 �=� p O'? I! O p �► '9 • �L1, • 2g' top" L a 7 2T 3o p �,+ L. = !op 13 L. i I ,12 d . ,,d,o L s 224.0'J L = 19.�°) L = 1©•4� L. = 2y. 21 1r . 2� I 0 a� L 9�t-Grt L. ?8 l� • . +► SO.t!o • �- 7 I 2�j T� T 145.0� "' 49 et s •T ' 34,41 T = W. lc) = -710 T ` 2�2� 'r" �j� .SlS T• - :�� 'f = a�lo T ' . • ; E ,iu__ . 1042.0la IZ Io08.00 R = 2h.t�D O I� r 4�00 ,� -�` I1 vi.. 02%. . ® O4Z 0,0 0 ft & � CO L� Q 8 �,�t2 L. = 22�fTO _. - 1i3.4 T - ,.pj - 1� T 120-00 T 6 I'f ;� T = - Z2 ��— 1 �e -- s.00 / • ,' Vp______ s 67A, 0 --..,..,.. 1 in I 1. ! I. z 12- *7 L = 2 -- 00 < k • -T = (0. 19 -r: 1 •' . 0o 0 ��49 /-1--- , --- p Ili $ -o� .-• - . 6 Q ••.) gi (11) 0 M / g/t,0_____-_ \ \ \----------------: ? cl" a : . ci.0 / ..4._ th'g• < Lill • . _____ _ 4., -\ - gr.% -------- 4 7 \9/ ' • . -........ ---. _ 4.-i.o....- .---,-__. . \ ./eT iii \ 0 611 ,-, a 1 \ a Z -,-.______\\, , tp • W. — --�.�r' cgs Ele,„ \ .W� 1�1��lN�AiN 43 �� ��- 00 �n f �� ........\_____+__ ___. -,. ......— 0 7 ' •<\\* 0 . i' . __ V - \ < de ....,..„...,... y\t-t. (Pi- ill% 11.: ‘......s ..1,....c.. ....L.._4....______ 8 '\ , , .,,, • .• 41;) 111111. 1 'Pg."ft __----7 7--'-.---7 Z LLI '€) eti..,.„ €ip-- 0---- 'ts. — 1\L(p) ...00kV < ) , . . T : 0 --1-:-..---...- --------41;"-‘ - 41. ., •,.. .- CI /111 — .....- -2-***:'-'"‘ \ N.- < Fr.. % . V ' • - /- !I , ••• ' r "7 zi3. 1 ' • , it. •%A \ ___1_ Liz Oil . - \--( . ' • ----P---.) \ i. _ . i- N, \ 0 Ca _ <1----3 : -—01 I I ■t— ► ESftS` ,• . \ \ Tro.‘ f i / -- M Cr t — l'EN . y k / talt1 ,I' \ \\. • cc*. •.3' \ ROAD 'A-1 LIU \ N. 4� N. It \- — ALPINE VIEW ' LLI NIN ,. .. • I-- N..,, , 4 . , I \l''' \ A A I CI t : _ , t N ,fir °� \c. ee eor • . , t. 1 \ 0 . € ,r____ C__:0_\ , \ Ini71731- \ CC ...--------"A .... • . . ? nE \ \ it -Ns CC \ \ 411( 1)11166''‘ •L' • -.. ..... . .. ....../: I ..: •. . . • .j.\.. ;41,•16 ••!,-. \ \ \ .,•.3 : . 4S \ \ • t \ ‘ i Net t ;•• ' \\t t 1 \\!c 'I 1.11111"1 I I 1 1•t-;•-: \. \ i .. ... ,/.., w \ ) ,i , l r_ \ \/ '1\—--—-----\''--" --------7'd----1 1 =4' VERT. : \ 1 . yr- Ci. i I\--------------- I. ,• , /j,) , • • ` I \ • too 1 / / • vo- r nn�='C.o!s 1 ►- _ --T -- 04d M.O=-a4.Ig _ • CIoZ i �J t d 2 (�2) t4._ 1 . g 1 sc:',1:*:1' \ 47- &N tc * Us ?•I .2 . tzs s ti , %.1 4 th ID-— -;--Lni , ; \.) -17- - ----N#4:-,1- 4, e4 IV ei :‘' PI, .; .L. u- 4 --' E. 4.‘ . ! • pil ,. �i of a c y- s \ ' V 41 % � 42 - ,. b*2- N11 / Z i 4 ie. it,.. Ai ii k4 4 I 90: rA. .. 1 - 0 7 .. 1 i 4 z i_____ . — -1- \ ' j .4_ 24%._4 _ ____ ___„.,T _ _ .. _ __._ . __ __ _ _ _ i...-r. .*. 4- 3... le . ',1:•'. . I Nt' 1- S'i_ • .7.:- - 6 Ssz 4 ci:i , z ft__ m . _. ______ ___ _sN et ,c) c:, c) .z. ; .-.-,, i --. a ,, . ___:, _ _ _ t____ ___ __ __ _. _ _. ,„ _.„..„s _ ..... . z..4--k- l .5...At •I • . - :,:.., , . • NN -‹..2...„...,......T.,- .:••• - 1114114 - %. & N N. -----\ N 6�00 •\ - oa. � _ " N N . . , \., • , .• .. .., ... • 4 : -� \ a� . -'N, '...*N.......s, 7 ii N. I. ••.\\, . . ,.... / \\• \ _______, 11V. . . . -......... 4( \ ,, . - _ _ _ . . ,, 12 \\ • t \:\ - • -: — — — ----- — — — -- — -- — - ------- - - - - - — 3 • i . _ . . -.4,- t _ . ROikD 'C' . __PROEILEROAD_ "A!-.1_" o-�-oo r 4-00 2+00 ,+vo +ov +oo o+oo +00 2 +oo -goo AS BUILT, 6/0 1 /9;® Pra ecf /5-44 Sh e d s/2o _ 4 ._...•...,�.,..r.,,v_.,.... •. . .._,.: ,... L ume 11 UMW Ill i9■ihItl■ ■111i litlicam lim m iiiiii1�i �iiiwi■ �11 ■ ■■11 e simaiumiumn ., a ti, GoLLSTauCT Gornw+S�iA.L. DMA V WAY - • Cosi 'TH1". W/ to UA. MarcH• • - 4: • �� .• `7 / 3o�oQ (,oNcrzt;s Cy SAGi� rniX :4. _� � WA6N1�tG�N CO. DTZAWtN� DW- Z.ol e" . GUI DATA GUF. Z•�--r. ID 9�.9'�c. ►. 10 LUDO/ qN.`fA GUMS' OA7A FIG-LP it,' LET 'T.G. 440 Z. i a ?, 'N _ 1 yZ (,t C.OAIG• � �G' }:w; R 5�•�® K -97 E. 7.40 '5 0 �c'� C. >;Z + '��ODO rL = �i3300� O 'XJ1 UV _ '�- i 9 �. 59 t.E. 9 7 5 r avcs�c.t�. 0 , t4 • NK 11 O ie 20 . 27 1. F to G.S.P. Q !4°O 22" O 0= f4° 03� 22" 0 14` b3' 22" Irin _=SJRLV - ' O .. •S9 to, 47 p= si*' S.� 5'f a- 00 01� GoN ee-T -t v 24 R.G R L. - "10.1 i 1,1 11. 47. 4? L _ _ _ to - tjr (o47l L cV.03 _ _ _ �t.7b 3D.�! 'r- ?-�•`,Ir • ?= ZD G�0 0 T = 43 ! T= 4( Oh T - 4�24 -silt �iisivK ' . : , f • rWA(7 - 0' / / / i / i 1 / / - • > • \ _ • 0 IT IF CIO scc:Hrg g..,v ., .. • • __. r„,„, :,,,. 1.4......";.4 7 / /. I 11,74, .4 f .8 ----1-46. -Ifir_ 47,c-___.\4_ \ \ \. \ \ ----,.. . N g . . ,.. - ..,,y i 1 APi„) 1 ( (--7... , , . -6 • . N. •cr- I \ \ ( I ' '''-=',:- \ 'i 4 N " ' 04ir \ , \ \ C° < ,:• . 2 4- o frvitak%w;-%.*.p y ... -pv ) ... 143,5- . / .4 I •s'•• (IIPS N N \ N I\ 3 A • :.;4 "/ / If 144.. . . \ ( r- s, vt ‘ ,s. , \ \ \ \ \ \ 1 . N —>. sir 0) ac :;,:,,,, v-v 4,, t ''. kik4' 1P41..% I . #t ( ( I\ . . V. • . i .c . ........ .........\a . .......\41 •1 I . ' \ \ \ \ . '..,, ' \N \ \ 44: i l'i - .. \- N ... . ' V 4 I • 'SZS ------ --I- \ .„ \ 1 \ __,. • • -c.• \ \ \ -- *C \ \ \ . ) i c ? Z 06 '',:. ., / / / / / / 8e,i, ) ) 1 \ \\\ \,\ \ , _4 - 1.----7/T-'7-..-7----. --.....,-..\..._er..------...___._ .. Immo u j I ." . 1st i s .c.‘ . k N \ \ \ \ i .. ,-,:.. 1 / / / , . i \ • \ ,,,,.,, . . , • ,.,_ ._ ,,, . . . Fes 111•110111 i . /2G!h/ 1\\ \ c) A /i / l \ �.1 j ) ii\..,,. . - Z ° J \ \\ 1 / J F � ltds •-•Pi1o, - I1 ( I / /) l l , � � `.. Ite , Wri • •°A' p . / ) ) I � ...\ \ R . AI 1 1 - D.,. . --- ----__ , .. o ) ) w • / / / / -1 71 I 1 1 1 i 7 - , o // i .v,i6`' -; -' ii -53 . / i i .,,f., . N. t). i \ ' 07',' . 0 4Cr-- la...CC i 4,;,s.:// 1 I 1 I . .. -• • W 1 --t, M > CO '1 / ZS - .: 15 1 oC RP v_1SAF / ___ - -r''- 7 'f ( 'f1 Cr - / i I• IP�QR RUIJ FlI.T DEEP ow CR hv�wKE``>8p / / 7 tt 2\: �' �, i �,z/ / . 1 I ‘P I 41i / wf01 // / �/7"/ . I .,___ _c� v IE III , ( i W ,� 5 ) 1 I 1 s v- ALPINE/ / I \i -�SRO �/ / , /\ / , "/ / / i M 8.W. 1 3'4 TH / / ! / / / i \ 1 -/V / > / // / // I / / - ,/ tiavklai IN / i * / / / \ / \ ( -re e 1: e .1fr: : 1 I , \ , ' / / / / // / /// 1 / ) \ ------„,..... C)./4,I:",• 4- „!1 __.----- / / i. '\ \ \ 1Q!)r T(047/7/-/-///74-7\1 /1(G:;2° ille‘,4/// / / / /101 ( i / / / / i/ ,/ / I )\--..- - \ \ ft.,. ..\ \\----7----\-----s. s''' . \ \ • _..\..* _.). 2- ( ,i . .--- 7 i • t • 7 / // // tr , /- ,/, / o/j- ,/±"..j ,,) / i‘,. 1)1°/ 7 i 16-1Per it2 I / \ _ \ \SCALE- 1 -40 NOR- .. .i- s. 1. \ 1 t \ \ ______\ ----\\, \ \ ‘ \, 4 ,. ; 11,- -i---.• * ., / gi/A -r-74,....,41.7L , / SCALE i9 ' ...._-- / 1'1=4' V ' T. I"=4' VERT. 1 Ay- co • z / / / / i A i / / / / r • . \ \ . 640 i G Y.G• 1 2 D V L' ..� Z['' Y C... El.__ •., '}/,��` a "- f IU r[ I CI gp ;411- i { a ic 0 0 • 3 ' t g 1I,' •,/ • IO �----:T---- ---id-it,' -- -- -- •3-- - -- - a.: c?- - t-- - J -.Pt - _ - it �� U_ J w c - — -- --- J Q 1-- �. ' - 3-e•- - �-o- - - - -- - - - y a 4 / . • ...-.1 ...--..--w... ...,1•..- ..._ f . .. . .9 1 . al, d) \.I :: ,,..A. / 1 . ..— .- '/ \ \ .41 ., 4 4 F, .- ti% 1 ----t-49,0 0 Sh g . \\ —7 --\ C.,0t5 a, „L. ,,,_ _ . Lil - - --- - --t,---- , ,_ t \5 )s s' . / / • \ \ \ „, -/..5.%, it ITI qz / 1 . . . c. A _ _ _ _ ..4-._ 4L - _ _ _t,.7 y \it\\____ / i • _____:\ \ I i \\ 7- __. ...(\ .1 k -71 - \.- 4 e-• 4i.- -- / - // / 1 _ . \*A'l D6.1.r7"-__ \r"---.._._ ___4. _ ___ . _ • I '� — ' — _ 642 ! • \ "" / d% (i 0: 4..._ _____. 1,411___ _ _ V'/' sto // _ . / i•--/- __ _ ._ __ .__ _ __ .. _ _. _./ ' 61;_zit; -1" .. • 4- k 71- .A. • ' :-.e./°1 ___ \ \ Z• -ca. _____ ''s.,.....„e-Ii I E---- //_._. __ __ _ ___ . _. . ___ _ _ _ _ _ _ .___ - - - - . -- - ,\ 0 , , , \\ / 1 . •11 - - &IX> > , &leo S44) A . , / , • , , — --- - L-- 71 \ • •: - - - - - - \ \- Z . / 24 tee P -_ _ --/- • . \ \ \_/- 7 - 9-- - \ — -_- - — - --- — - - d;i - :',f4 i _y_ IL---- - .7/ ---- ik . 7 r , 4 . ____ 4 = I_ \ , --- - -- — . la; -4 NOTE: 4t FINISH GRACE t 0.04: TG. E � - - ,, rPR,vAre p fir/vE O NI_?9 -— — — ,: .sl, &Z1 i ,..:- 6-- ___ _ _ — — . ___ .. • imp h fiE h PROFILE -PRIVATE' DRIVE -- —' - • - 3 = ,�• 04.00 t 4-DO 2+00 +00 4 4•O0 b+oiv O♦00 i +00 2+00 '-+-oo AS BUILT 6/0 i 9 0 WI - Prveef /544 Shed 00 - '. LLw . 9.■1 irri 111 _ ■■1■■■111■ii■ aiiaitiairi+ �111®s■ t -e$2 "Ifll■mGtii(rrd ' I110 Iiiar■i■i�r ��■■ iilt•1r■rul■ l!• ■a ■11■ u mmia■i UN ■■L•i���i■� ■r© - 1 2 3• 4 5 6 7 8 9 - 13 - 11 _ , . .~ ,� "-1 y t 1 , 1 ...: ,::. ....,.-.;...... ,.:.. ::,,..h•.:'..,.,.....::::...,,..,..,.. . ,.....,...:.-....:-.,,:.. . ..,.:::".. . :.:. ..: . .: . . .0 :-.:'...: -..:-' ....:".."7Zig,:-'-' '-'-'. '. - '. :• ' , . • i 1 -. ± : « `:.' '2 ry, 4 % ;.A � . *.?,, :e.,-1-.,":„ .4., - ------ . TA i,:::4,..L.:.,:•••• . ,,..7-,,i.::,k,,, ,- - _ .,,. ..!,.:::..,..• . 4 • :'-'7i:.;r'•' :‘4IL' is' le ys►oo ® r _ NOTE 9, R i -�o v .;,� • ® ,.• xe,�,�,� Ov a war aF 1 1• -r -r IONi 11•.ila • - - L. •• �!r!1. `r L. • *I.40 L d' �42.2/ L- �• GpN�1f1�+.f;G ION h P'f • 0 V •r = ?�•a, -r s zp•� T = e*.t . i', P�PhOt7 ON e x 1.•,-rn - 4 1 vi ISCI_� bUL4. MOu J1PflJ f-9. Z.l-01-15•igki S'4ID6l•'iAI.K AS 54H664N, ! CO IIIL IjLDIN14 -u(zr, RETAINS. PFtovl - - - sTs�'+�1t7A R o l,JH E6L•[HA le R•oi-r•t P , H @ HIP Poo J1 of Rom- O N4 - !'`� �' a _v+ .,�CI�TIN6, GuRB ...® ,,• •, if Cr 0 Xlt.irti46 .DC2 * OP p-.------- CO L1.1 ::... . D 1 2 ' .. ��0 .� y, 1 • , P�v E f 1 ENT. u ilk i_ 7 \ . t d , 1 NIV k 7 k ,AG ToZ4" LG-fi OF4. , A I i Cin C a Vp >L \ - USE+ z41' F5OFFER T4' �� I tl►', 0' , > V �� 1151111 , qllrih./ m is,TG I-I Ejt IS-T. f D E. -y 7. 2-5 ' 'I'/• I---- \ L _, i /2 i MA X • 01 < CC,,, �y / • _._ - cpN51gu T D_ GL Z N.• i exi•i11Nb op rAeet"IU-t • r -aX WTI NG I't-jOR0he� W �L • f I n ! -2 GL.. A'. v.'EP Z _ R� AG. (Z LIFE). �■ Z AZ sf. 11 q " / —_ -- .�� — �, / ' EXI IonG T - 3 of S�4 :> �RJS il;� t��:K < p • �_ • r\`, --- _ •- _-.�.� G •—r_ , - _ , :.::: EX15 , d di - �c.JA�' 1211 o F ill-o �RUs�lti c� Rcx - t5PsE . ���,• �� 4 -- — BULL MOUNTAIN ROAD lam p-i-.4.***1:P51\t7r. • 1 -a., , A_G. LE1. R Z `� ^Y � 4- �� � HALF STREET IMPROVEMENT SECTS®� _ 1 yT1N13 PO!^IE1 POLE • ' �� -+� •.v• .r.�:{.. ti .fra:ti•.•:tiv}:�{ti:v...�:.}};;.}}::: ............ :••:i'is�ltil�rCti•'.�ti'Ck�4QR�'4'J'4�'I}r}.L,hVt. _ D ...I 16. • 11111a. • IO�D TN�SR VA - �I - —_ — _ _- — -- —'v. — -- __ _IN) X i yT!N b OD E E FJ G l; 0 CE1 .. • LL ® !V Ih1 • � \ E�..AT 10�1 = I� 7 p \ vA 1� til • �`,,� t r v iB I �R•►+E T�t h\\ Al 1 o P o I= GJ(L 6 t 0.0') . I a"Q N \ L� • 4 " �/ VY d '� . A Q \ \ 'isz, -., \ \ N \ \ \ 1 ',,,,:, 7 ity .)/1\ N 1 -N N \ Ill P \ •?3I N N \ . .. ,... • • i i401_4,V • AO' . N N - . p \ \ N 1 •>�� \ `. CC , \ Uml \ \ \ / \ TRAFFIC CONTROL QN PUBLIC ROADS w 6 0N Z •> ',. • } • \ N \ \ FLAGGING AND TRAFFIC CONTROL Will BE MAINTAINED AT ALL TIMES WHILE WORKING V ' \ ENTERING• OR EXITING THE COUNTY RIGHT • \ ,2:, \, OF WAY TRAFFIC CONTFIOL SHALL BE AS PER �• r •, \ � THE OREGOI�STATE MANUAL 'UNIF03�M TRAFFIC CONTROL OEViCES'• CURRENT EDITIONf�" \ PERMITS REQUIRED TO HAUL MATERIAL TO AND FROM THE SITE SHALL BE OBTAINED BY THENt NN \\ N • d \ "rnit.N1 .... \ \ NTRA TOR AS NEEDED • N \ '9� \ I CONTRACTOR k:e•r5lotte _. S. . 1 T R. \ \ \.1 4.' R.ET�►INIIr14 Fr.li►lL - \1/4 s,\--\\74\---- -...\\ 1 • �6 le . 61 . -- \ N , N N 1 •: ..4k, ...: -.4.,.....4 \N .\--%.„ \ 1 ,---- , ,— , . ,._. - i . ...._ . . , . „. \ \ \,,_n_:\\___:„\....._ I \ SCALE: t o=40' HOR. ) • .\ \ , �! 1•=4' VERY. j ` .- \ \ \ \\\ N\7K \ 1,. iiZ . • t _ 1 e... - - 4- / _ (I,g) t*422.... 1- -— �' a '' %..I f i J 404'!/ ij 1I _. __ _ . . _ ._ _ 4,_ A. _ . -- — — _ —_-- --— _ ___ _ ____ __ _ ____. _ t 11........_ -- " -- --- . . . , 0 • T— i i z_- . .. . .A. .1. . . . . , . _ _ _ .. _ . • _ _ _ e . . . .... .,. . t•1,.-.- . —g A4e) q t� I .,- — ,- Ill...ao ' 0 1 a ' GV� -- -- -- -- _— — - II �.X1�'f 11i. �a .�LH.G- _ r" v.� 2zo' — — — — - - — - o E r e — — - > a izCIL • - 12te.vPbsea �R� �0e-T oof zul�� eX1511F _ X.G. .5 T _ • _,. ----i-- _ __ ___ _ __ ._ ---- - - — _ ___ ____-__ . __._ CUfZi: -.4 4 ilti6rz 17. --- ,. - — — —{— =— -- -- — -- - - -- -- -- -- - -- -- -- - TYPICAL SECTION ma ti.. — N �i _ ' . r ._— + --- -- — — --• — -- -- — -- -- — - . -. _ ._ - - 4 `1h, _ N; = 4 - - AT T&PR ECTION 2 ?: �� ►Jill e >,.r o 41,.. 1 N.T.S. o ..,e.; . 4-- - . _ __ _t_i_t_i,„,-qt..- - -:it- --. , . --16...- i,.. �' o` — Ca . � - It � — � ogi fv. 11/4' . If — — —....... .._ ._ - • •-•.....; • �� - - • •t . �i4IIF - _ • _ __ i\ O�00 +00 • !1 +OIO �-OO 4+00 5 t00 -tOO 1+'OO AS BUILT 6101 /9 . :_...1:>1 I I, Pro ¢cf /544 Sheef 7/zo .- - _-J. , . _. .�'ailit� laill�a MiniiRapiiafil tikiii,a�■ > � 1 tI�ra�to ' li alI� �la�m li in - iip 1116ii®r1��1�l6Nwr��� NEN ��11r•��� 1•�aIIN ��� �NI•N�Il�s1��111�� 11a — 2�� Iii0if41�Il�Q . 9— �� >z -- —. _. _-_.___• _..._.__._.-`_._____-.____ .�_____.—._.__.________._. .___....._ _ __.._ . __.._._. ._- .__ _ _..._ _—.._._-_ - __ ____ _ -_ ._______.__. _ ___._- _. __�__ _ _.. _ _.__. _ _ - __. �. __. -______ _-_.—_ _ .__-__. _____ _ _ ___ ___ ._. .. _ __ _ _. _.- _ ___ ___.__-..._ __.. __.__ _ _ -.- ___ -__. -___.—___ _ _ _ _ ._ __._. r r r r . r p r r . r r i r a r ` r r a p r r r . r r y . . r r r r ■ r r i r i i • r r i r r ... -- .--- - p 0 * :- -nr,i,-- - ' • 0\ '' '. ' . qrO .M M.H. 4v Z' 5-fogri I'1.14. 3 RIM.c. *Sr. • • , /...:F 8tto 'SYoR{'ti A ©goo SToRr't 'A-I' • • \ k * \ ro / / .„. , . \ \ \ \ \ R•tM = 591.Cv3 ------. • . .• ------- led.0% '• Z "44elt iNI e—y- -- _ . .. 0 , --,. . N 4,____ --,. \ \ \ uwaiIm -•.....\ \ \ \ tv �. b - C%i.•-. .c. ?s74 1, ; ) \ \ 7 lo. 4 —...r......—.. dvalizr— ) . t_.0.• ..____Z- . I - -.,_ .., , mai Jit • —7--m7... 1 4:) 1 \ CO . - N- 4 Ili - • . \ • ,' \ , • r\ , . .. • __,... _____ .- 1, ._ , s\ . -,-----z4,11 ;_____i . \ , ill _._ !1‘i ,3 › ...., . I. : ..• ,...„. _ N .*. '''4.•.......4... .. '.' .r. *. . .. N\ \.„4 \ \ . „ . id I- . \ 1:114. %L. 2o:".4.4 e F. ek, Er•let›IX---; ..... . , -, \ ,,, \ \ \ \ \ . •' CI \ swk...... . \�\ \ µ 1sf- 1/ ��. I11 , � EWER W \ M < - \ \ • t2. 40ffii:: EA MEN TA a:i 1 2 ...\.\ \� - N‹N \ \\ -c �C' \ \ \A a \, s •7. 1 i , • 7 . . —_____ ,,_,.\.....____ ---N, - ,>.., N - ._ --........_ ......._ 1 ,......_. . . / , \ 151 51ebrai .`, e15`.• .? i //1/ ) lebN N --,,,,. . sc..5c-t-lei•rr 1 . . --t. .....- ..a4-.40• Chr) CRI ..,.- •-• -____... \ ' lik# , \ \. i \ ‘• .,.. . ______ -__________ VA- P . CO " :77. 777.7." .•.. '.%) \ \ \ ...... • NN l' ce, .., , N ;IC \\ \ \ , -....------- \ • NNXNNN\ \ \„......N. I 1\ \ \ \ \ \ \\ \ \ \\ \ ., ..1. 1, i \ , \ , SPEMENT . -.rill CO , Z CCILI • - - --------------=--... ....„.„._i_tft, osmarz---.:i.a.•.•--Z....._. -----' 1441:7 \ \A p\e%k , 1 . , i. :.• : •., .. ei - \\ . . if i - ----....._ _ 2. \\\ -- \ 4 mom ___\A , 7 ,,,,,, , , \ ,, V \\ i2 ) ''\ < iii- .„ . e �,.•,:• .-. ......„,..........\_____________„..„, ...... \ • _..,_____ • /1., . ..4: it, ),, ,,,v,,, . - Z M ----- , D cc,.., 4r , \//\ \ ,/. \ • T • A ' , , ` • \".. 2 . .r=' ' 0 NWor -41 N am M MH � t ‘ ) , ,. .\ 55 k 1 - \ �" � l \' ( � � 3SR I S.W.s N. 1 i3/ ! / / 41‘,9 Ca Uall , 1\\\.1 i. 3(2. ' / ) 1 \ , . \ t, ' \ / . . , -- , . _ . ... . cc. . __ _ ___Th, k, - LU „......„ • .,. .• 1 4, , • ••. . . . . , / \.0 \ \\\4\ : -1. \\,\ \,\ , ( ( / J - - 1 y .. .,- . \ IX s" . (7 / / i ) \ i L,Yr .:. , / OP / } // ,: / \ ,, a\ . A. .:.____ - En-m ,. . ,„.•t., •.. .... , . . . , , , ., .., ., . 1\\\ . ,, (Ni 7. / / I/ \ j A lk \ 1i Z �Y /. i ........ _ . , „, i , , , \, . . . inp / , ,,•_,.. .. • ,, , , , . .,,. ,,,,,o , it v, / ,,,0 _____„„ , , 4 ---- 44 .______ \\ \ \1/-' )//) 7, /// \ / -- — 4 • • 4 41rt • 0 t \I • ,/ - • ' . 1 , / / • • N. _./ / . / . . / ....-• . I \.)41 r " Y 7 ..,,, . • / / 7 1 . i / I \ \. \/ / ,-' TO CONSTRUCT AN 8' WIDE GRAVEL ACCESS ROAD OVER UTILITY SCALE 1 =40 HOR. :_•- •>. MA1NUNES OUTSIDE OF AWN ROADWAYS. ROAD TO BE 6■ DEEP OF 2'-0'CRUSHED ROCK 1"=4' VERT.. - - %v i „,, OVER COMPACTED��MY�E. • - - ,J4 •.• . NQrE� Alt-OtzM yl;WlEtz 4T�.'FlON9PIG �M� G1t'01Ct'•'t A Vi Irv 'AgEP 01a oP• �ArgITAlcr hEW 'A' e �- • - — � * — - . .• - POt'OE� t7Etgi Ot '� eE . , . 7 • . ,.... } E Cvon N . . .. • 590 / 600 . (I•gp 14-1! 1 .OKM t. 1 12 / \ d z pe' ! / / _ PpOPO‘iD G¢ADEL4 DZM :WEZ11 • /.. / r . U : : - / / • 595 . , . (111 i In .....-- • 0: .. 1 ! / / )/ /( ' I. S 6' .f . 1 ' • • �If3 r. � ;110 © f t t T Cot- • i0. •� a P• gs `k _ / ' / 0 / / NQ S 5At-IrrARY_t_____,_..._ ti - • % / T 8-fh ��f'UILM i M.H.# OLIT • ,, f /! t + x 4r� $1 t1 'A-I 1 • i _--0 CT by t 1 / I _. _ _ - -. : - - --�-- r 7q . ocr�t� t N f ` i 1 • 1 - �+eer t / 1 VIII/V:- o. — -- t 1 - , -- -- l I op II •_ . .• _ - 1' / I --- --- -• / OTOIzM M.H. # Z� _ f '�— . _ .__ _ _ d - KM M.H. sl • 1.-.1 5s5.43.f£ . . ' -- — — - . + a 4r . he . rir . F .. ... .:_ _ . alZvi/ �--- - - _- - - _ .- _ _ _ _ 1 1 a t —•- --�- - - - — 1 — OTOKM *01,-;.1Slz• lokt i _ _ __ _ _ __ l.r.mow IV. i I i+oo _+ C,o ucT nee �C,HOIC4, aU u. 7+Oo ,,, 8+Oiv , 9+00 /0+00 f�S BUILT' /® 1 /90 , •• / ' r At.� MANI-101.E hBe 4 +o0 4+00 b--00 Pr fecf 4 •... . :I a • ti, •�,.• . . •• . _ _._..�---=-' _.- _ tT1"T I I I f I. r.. i I I _I 1 T I 1 1 I 11 1 TI =mac�... 1 2 3 4 5 6 7 8 I_ 1 �, ._-._ -_..._____-...._ _�___________ ______ ._______.___.__._.___ _ __ _ __ _ -___ _. ... _ .____ __ ._ ._. _. ____ _. _ _ __ __ _ . ___ .._._ ____ _ ____._._ _. ..__.___ ___ _ _ .___ __ _ ___ _ _. __ _ __ __ _ .... ___ ._ _ _. ___ _ _ _ _ .. ._ _ _ ___ _ _ . __ __ _ .____ . _ _ ._ _ __ ._ __.._ y i I 1 1 1 I I I I I I I , I I I I I I I I I I I I I I-I-1-I-1-L:1-_-__.. _ -_ _ . I " " - B _I-----:.--i Y r;,,g . . , . . . • . • . • . , ..• . . . . . . . . • . • • • • . . . . • . . . • . . . • . - . •. . • • . . •' . . . . . . . • —— ...••:... .- __ ._. _ . - •-• ,.•.:,-• . -Niumarimi , .2 ,,,....... _ -, i 4-1..;.7,-- ,e1 • m -sei.- IFF4- 11.... .... - :450 derRA;INstrors: i I'a���l'I - a 7.- = �''• --1,141;_ _ _ • 21 = 597.3Z • ' I 41.F to 14 LF st•F &I '54-E-c�,p Z I6---E.i. '32 • -- • Er, N I0 12-i'•20 •1�1 g 1 ED 20 -+ - --- kW 0 ' \ 1 3 2 ia� R- P. - 4 35 CO .-v 1L ( ' ' � \ ill . ••••..., ___....----- • 05. 4+o L, G. !') '`� `,.,,c. Eli zo;�):lit 1 1 Pr Cni - 0 \LI t1 o I . / \ ✓ CO 0 7, : tl` ____,,,_ , . � - \ _\, " \ S� Z� 1rr. t1t. 04� _,_ ________,_,,, __ • w -- — — — — '5". "11+. -4 E2-12.- ,?' 1 -t. Con i Q \ Z- s.r-rosep-rA04 2•84-4:17.p. 1 s fiJG .-=.o . Z \ \ A ,,. , , --.--...-4..—".- 4 ...-44-- . ., , y 00 ____ r ...._.... ,_ 41_ - .... ,„,... . / . ..• r"--- ___--- --....., -._.- / i.,‘,...ez, 7 ir,,,.. ------ i Z • /'"--. * ••••,.:\/ --- 94,....p.. -•I.. ''''' "-...0.- Far Uni AO --'-' -"------- _____..5-Tz-34. Skie-12- 'Ce° . ......6 < _ , • ....----"-"IF., • NON .. ‘.... .. .!1 / //i . UN' . p..'le 40 , cee. eel. ,:), ...- --,_ 4.., .......\, • • ...------- , ,„..., F-1. . .--------'-r op/ . --,______. \ / CO .. . ' 47 I 48N wi-i..../.....+/- - .S. cvEktitzer, Z 0. -1: p CC \, �t G � �CQ , * l r-S roo 2-0oT /-r:e.F . 6, -9 I co?:€ . , ../.. , / \ ' \ ................„1 • rt { ''� r r '79 9 4 2 _F' 12 - p - . Ei. I S !o , , 1NLE7 f✓1 r. ) . 4 ' �wE2 �1`� 12 5 ti lam? `, ' -•• `-,1 �/ So t..F 1 o G 6. P • 0 0 ��� .• ('A') D-t'�O 47 T E.. "Ie�� , w.. a-� 5 ; -7---"-- / 5 - 0.12055 M cf) / - i 6 i .;;,:: • •f G. 07. 1 1 . 46\ Z\ _ - r-i2 .. .iii \ 36 1 • / C "'•" / -::.,,;: - --1- ...... UNI -.` -!: ./ *------\ \\ ..3.. ..7 • / 11.11 \ \ \ ? .o Via" .„._ . , \ , -- ._,.. . . ,. -.-.t.: \ 2-- - / . • �� / OC \37 1 / DE /.7, „ \ .. 7 • . ...,.....7/ ...70..***.."." N s - - �, / IICI CONTRACTOR TO CONSTRU • • •- -OAD OVER „TIL ITv 1 / MAINLINES OUTS1 , . - - ''' `• `� (o'�D \ ',/ / 3 �\ � • ;. ROAD • ... • 0" CRUS►iE D ROCK � ..-. ,'j ,,l' \. 4 n� . \ —— —� /-' / • ' - - - • • SUB-GRADE _ i 134 TH DR • \ 14%, / SCALE: t =4Q HOR. ,o 1 gt) ,svior .i.gy „,. z .... ____ // / / in=4' VERT. 4 N / • .• ....-- / . \ / / ,-, N \ ,.•- e i • ..„, 1 I g I I .. . • __ __, _____ ,„, _ , • _ . • .4., ; c,f.' 1 _. __. ____ ____ ____ __ __ __._ .___ _____ _ _ ___ „:,_. .. ..,.:,:-. . 1----- — __ _ __. __ ___ _____ _ _ _ _ _ ___ __ _ _ ____ _ _ _ _ _ _ __ _ . 1 .-lo IA; _ . . . - . 6,1 ,, . , : E...--..-• -b-• ,-.,Co ,..3- ;20.,) k..,f.-.) a-•-• ....", "vef"-4 -5 5-v..i E . — Icr i. • • g 1 s - - __ — -_ - - - -- - -- - i J -� -- - _ y - - - - TIC-V. CS p. - - _ ---- -�o:. LO 71.21 0. 44 > 7°v- 16 R , 1 µre _ — -- -- -- - L.F. ,,gip s: r - .,� �'.-" - -� O.O - -. 45` 1•E•t0 5. 7 lug ot.J^ ------------------------ - - - l37L•�._ 1 ;4-4 __ 3� +ZS STt't > rf �1 •�9 — _ — -- - • PR-oPoc,e✓o 0 o,tit` .2, .., 5TM 6Ew5. Iz Po _ �,E. , o ►. -_- - Q, a ,aA • � _ 94 .4 . _ __ __ ____ _1.4:- -0.. 7570'4. -... _ — -.- - _ .—_ isagom • '13419 5=(O E S°1Co •OC • j .c af5 . NtA - 7 � T * '' G �' tit H ., 5 9 O - • ti N t XIhT1NCa GIRO N O — — Q —' \ — - - - - — — — -�- a0M ? —_. —. _ - - - _ ,' f _-- --- Gi, d 1 tZ�1 q = 1 1 fi 8!v M 5Ew E R G� N /'1 .,7•-,- 6%, . , . STOR VI S e• Vi la (...... . ..„• . _. , • ,,,,.:L.. s • , • �E764 3- 10 i N 5 7 _ > J.'<x ,_hAZ 74 0 - - - -- — _-- -- — — --- — — — -- — — - -- --- -- _ _ _ 3 #... isFOR•M se.v4 la A — - _. , . _ - . : .: 13+DO 74+00 otoo 1 +00 2+00 3+00 4 goo +oo AS BUILT 6/0 1 /90 ;; 11-�-oo t2+Do - Projec/. /544 .5-heel 9/2o _ . . . _ �. _- W.. - • • �. ,o �, __ . ..- • 11 1 2 3 6 - 7 8 Y ;- �,• "7 — ; 'H s MODERN trLLER"CENTURION FIRE HYgRANT, A-442, 6 MJ 51J4 MVO, 3 PORT ( 2-2 1/2 NST HOSE CONNECTION, I-4 I/2"NST PUMPER), 11/2" PENT OPR NUT, OPEN LEFT,COLOR: YELLOW . CONSTAUCTION NOTES I'- } i `GK OF CURS 1. Notify Tigard Water District (TWO) prior to commencing construction to set up a preconetruction meeting. Telephone I'-0" BEHIND . ti ACK OF 639-3516. Curbs must be in place prior to installing water mains. 2. All work shall be in accordance with Aim standards. 3. All work will be inspected and approved by TWD. 0 CAST IRON VALVE BOX and fitti - � s will be ductile iron, cement-lined. \\\\\N.N...rl:L-V r�q 4. All pipe ASSEMBLY Pipe will be Tyton Joint Ductile Iron, Class 52. . 5. 36* of 3/4" minus gravel cover for 12" , 8" and 6" mains 3" OR LESS in streets and right-of-ways. In easements, earth cover q ma is ad oats. _ di , ' _,.� , � ' 0 . . _. . 0 .7,, It,g' Al _ i „ .! a, iR. l/��_� I - / _1 �tC - 6. Poured concrete thrustblocks at least 8 square feet of ta .x.n . RAIN �f. .• � bearingsurface at each tee, cross, and bend location. ©- � 1 , w TAR PAPER ,;.Tw.. in �tt , ;, ;21' BAILL ,,, -y t "t rt`� - , . - J DRANT OUTLET /i 7. Fire hydrant assembly consists of 12" or 8" NJ x 6" FLG tee, •, ;,, , - ___ 6" FLG x NJ gate valve, 6" NJ x holding spool, and > '• ' Centurion fire hydrant, A— 42, 6" NJ, ,, I ;ca•.;:;`^ . ,�.® I�Kix FLG GV -�,* D- • ` Modern Mueller yK. 5*" MVO, 3-port (2 - 2 i NST hose connection, 1 - d}'NST d R, r) 1}" Pent. Opr. Nut, open left, color: yellow. tt1 4.` �' , - tt • ; �:, ��J� ti y f 8. Each fire hydrant shall be installed upon a pre-formed ; }.'-°d_` ,-46:1 r :� � r ' �, 'elf a o f crushed 1 r a � ��$.��, ,'� �^ . :r -�:�•� •� — - I concrete block with 1} cubic yards 4 s ti 11r• ' i ---7.:;-'�f=;I - - ,F /1 ' i hi /i, ,c':11 st 1�� 9� �i�--..L, =zx. drained rock. Tarpaper will be laid on top of drain _ �; -- - '— drained __ , . �,fi=-� ,/ ': _� MAIN W/ MJx 6 FLG TEE Pe rock to separate rock from earth cover 6" MJ x MJ HOLDING SPOOL (SEE PLAN FOR MAIN SIZE) 10' or 3' vertically4"xt 'x " CONCRETE BLOCK 9. All sanitary sewer lines laterally of water mains shall be encased in concrete 6" thick 10' I I/2 YDS OF fromcrossing. Where crossings are necessary, they must 11/2`=3/4" DRAIN ROCK 0 STAIARD FIRE HYDRANT DETAIL ., . be made at approximately 90 with at least 18" separation below line. apt MJM P 10. All mains shall be tested at 150 PSI for 1 (one) hour with ie maximum loss of 5 PSI. Static pressure = 90 PSI. . 11. All mains shall be cleaned and flushed with potable water prior to disinfection and bacteriological tests will be taken by TWD. r3 - 12. TWD will install all copper services prior to blacktopping WATER MAIN I of streets. Meters will be installed by TWD upon (SEE PLAN FOR SIZE) DITCH LINE individual request by same. M; . CONCRETE STRADDLE ' 13. Every meter that is used for or connected to an irrigation 11 BLOCK 4r system shall have the proper back flow prevention device 10 BEHIND BACK OF CURB s.`'•ice•:A 1 ,*: ":._t , ROWING installed and tested by the owner. I BEHIND BACK OF 2" RIGID COPPER " 14. Upon completion letion of installation, contractor or owner will SIDEWALK ., TJ x 2"IPT PLUG advise TWD of total construction costs to which will be • 12" ' 0R MJx2"1PT added 10% for 'MD inspections, water loss, overhead, I PLUG/CAP administration, samplings, etc. , and 2% for engineering STRADDLE LOCK DETAIL review, including "as-built" drawings, updating master ,, , map, intersection maps, etc. t .:.. ;�e - ' 1 (.o _ I�', y 15. The estimated 12% to TWD, noted .above, must be on deposit r `--� ,�, . ,;^�° TJ x 2"IPT PLUG OR MJx 2 IPT prior to beginning construction on water lines. -1 � ; .' ° . PLUG/CAP MATERIAL LIST: 5 .„ , ". -- Item 1 ` ✓t ; " -' CONC. METER BOX I - ,� _-;, '= `- 2" BRASS AMERICAN MADE, �:, 7.,.. CONC. TRAFFIC BOX IN ,r, FRONT OF CURB � AWWA APPROVED GATE VALVE ,a 7 6 TJDI pipe, Class 52 120 feels " . A -- W/ 2" PLUG e°. 8" TJgI pipe. Class 52 ............... 1240 feet r 2 BRASS AMERICAN MADE, = „ . . -, fr1• ' 2 RIGID QPPER , 12" TJDI pipe, Class 52 1980 feet AWWA APPROVED GATE VALVE = .` � �+ t 2 SHORT 4 .�.. flit/ 2" PLUG -� .°• f ��' . '• 6 '`fir t NIPPLE a 3 • 6" MJ Rate valve 1 each ,,� _ �., -. �,� r r° - .' _ " " 1► I-: i. i 1 ` i t ii b+ 2"RIGID COPPER t� .: . a ._ i.. 1,, ; _ :rn • 6 PE x 12 MJ reducer 1 each 6" MJ x 12" PEI ,} SANDBED TO TOP OF - 1 �+, • ' © l__ re�uceT 1 each ��• lei � �.: � ,;�;�. ►�,>I;: , .. '.+ r 6" MJ x 2" IPT plop 1 each 9O' ELL COPPER 6" M.J bend as required .. 1 each � 94" ELL tt �tF� iI�Ir- �►►►+ CURD/SIDEWALK APPI� CATI '"_F iiii 8" M.J tee 1 each — 8" `'tt butterfly valve 5 each ���.,. DE— ��'AC APPLICATION r 8" NJ bead as required 8 each SEE CSTRADDLE UBLOCK DETAIL 8" MJ x 2" IPT plug 2 each FOR OPTIONAL METHOD 12" MJ tee Z11 each 12" MJ x 1" MJ tee 3 each STANDARD BLOW OFF ASSEMBLIES 12" MJ butterfly valve 7 each MJM 12" MJ 45' bead 2 each 12" MJ bead as required 10 each 12" MJ plug 3% each 12" MJ x 2" IPT pluat 1 each a" MJ CRC j EACH Record Drawing l�A _ (� COST ESTIM..AT'�: This Record Drawingis made av i c bk "'�-� ^ 1 .. . .. ,a public service► The material contained within th R c : ; -`-�L�purposes ony, rc.� ,-..•.T,.. 120 feet of 6" DI @ $18/ft S1,164 and the City makes no represerataEi:.��„�, t��;,,;,:: ...._:. .. �:, ,..�as 1240 feet of 8" DI @ $24/ft $24,760 of the accuracy of the material. 1990 feet of 12" DI @ $36/ft $71,280 : eff2 (Z, "WI' L' Approved By 6 Fire Hydrants @ $1800 each $10,800 I1 Miscellaneous: Tie-is. etc $1,000 Title: TOTAL UUma92, CONTRACTOR'S BID ESTIMATE: Coatractor's bid (est. ) $97 Soo TIG A RD MATER DISTRICT TWO (12% ads. 4. eagr. review) $11,700 _ giaeer 6x) $5.8,00 SCALE: NONE APPROVED BY: DRAWN BY /fifilI TOTAL WAN DATE: 21 JUNE 89 REVISED THREE MOUNTAINS SUBDIVISION DRAWING NUMBER IOF2 22 X 34 PRINTED ON NO.7000H CLEARPRINT. If 2 / L14 , j; i / .\ .. V / i .1 • . 4....... • / / an / . t \\7)\ / 1 y / // /.. . � �- . . ALP E V EW , - i / • i \Ft\ 4F"Ilt.H \ \ I ( 7 • ..,4 x 1 1 \ 1 \ \ 7 , / / / r .. • / W / I \ \ 0 / I ( 1 / I o-1-•-47 ‘.1:: 5 (a./egsizsp) / / 1 !, I -4 I T.G. �oa. �s / 0 •,,,,,,1f7 /\ i \ \ ! I T • ots f o I 1 r s>+c st- -i-1g \ . ,. : • 1 03\ Ct. •)-}- 5 ' 1-r---1. r-1H.% \ \ \ ` Xl - \ \- \ \ \ I \ . \ \ ,...-.,. \ 1 . .. 1 o �R1$�t7�':::4 \ \ \ \- -, \ \ \ \\\ \\ \ ' c_____ _. __ _ - - - L�i \ \ c i rz,ytst :iI . o. 7 •-: .,,, \ 5'f A. � \ \• • 2 _.. \ ''� a 2 1 4-0g �t-1 M e 7 ii I c� \/\ \ •".G. 05•450\ 1 \ �\ 4 N \ 42\ \ \ 'ST. S'1P.• !o-t2.^... IL` -I. ,.. 1 _ w . �' - .\\ \ - - a R1t-1 = Co10 .31 1 39 ' %` • \ \ . 0 , \ tr • \ \ 'L8\ \ 1 i2C ER512. O1 '�' 1 a: N 3 \ -t+' 1 13 \ \ \ 4 _ 1 T 5'tda.5+ o.�� 17'�'t. .�� �� 4•�I \ I T.G. 04.8 TG�2 •.�3 1 TG. � 3.04 t \ \ \ � ,, Co `(G. !0 3�p- 8Z \ N 1 k• -- 1 .Co3 \ >;• I �� 1 .5.' L Wit,. 12'G• J I Ve.,L6, $.9Co \\ \ ` `� !�- l.f✓ _ t. G•lo27• SZ W\ 4L to"G`�t? \ _ _ @ l.'F o G 5= O12 F Jam'' G. 5.�2. \ \ \ 3 0 - `; 1 0 -s *o - r I.r-• t o"4.5,P • ; „ ` \ 5 O'G�J� N. \ G IF --- efN N • 4ell' Numw ' N., \ k ► 4GAS �.Q. ot \ 14 ` !, - 1 � O - o, i2 \ \O \ • \ \ .' ` I �� \ 1 \ O+OOINLG T MF�.� !� g. 1%4- G S 1 . 30\ \ \ \ �• CO - \ \ 123 ' ' cc, • N\ ' # N �a�� VIE.:-NIT t.1TN - I C :rie �GJ,�E1j� l 1 6 I d'C, P. • \ \ _.f-k--- '1/4- ' ii, - -vow \ \ N \ \ \ I 8 .40111111.111111 I -Es ii, 45 1 .s.---'' i II Ill l' --) 1..<< 6 ................ - ----...... .„ ....N., .,.\ , . / \ 4 _ _ _-- . 1- *T. • ' \_ r t4L\ ° - - N �, ---- - - 90 LF �, a. -� \ 4 N.% !ate \ \ -}-qt .- � z- r \ \ \ t g. 9 (o�I:RS iZED) ��. . _ __ ram. � � \ \ j' �-`�►. t I • \\ \ .I \ .1. 7�A• 5 +[}o.(o 17 L-f. 1 u) • N - \°41--'6-A1/44 \41 f-+'4o t41.�;� \ \ \ \ \ \ - _ 44 a7 ; r- �Z''� . s. � 3 �' l�o . , # `2 \ \,` _ °O �J'5--� \ \\ 2 \ \ \ , ` \ (z S: • e•I I I 1 ic• eosI . 30 1 .L._ �D+00 5f LA O 5�T4 M N• 1 -41. 11g. I O\ \ \ \ \ \ --, -� \ I �. �,�Z 7•� v O-+•� _ pk 15 41 • . ----/- _ ___-\[ .-z..520-4 __, ______,_ 1 0 s_ o51 �` ` 90 t,.F. IZI�Gs.i?I i 2__ i ,` V i 6. .-� �\ ,. \T\ - ` NOTE; .-- '� �`�-1 1 `\\ - =•w C- ��� 2` -� \-_� • � \� \ \\ \ \ `\ -- � � ` � CONTRACTOR TO CONSTRUCT AN 8' WIDE GRAVEL ACCESS RGAD 01�'ER �1TI�.ITY I / �- 411111111411. �- • - \ \ �� \\ \ \ "- MAINLINES OUTSIDE OF MAIN ROADWAYS ROAD TO BE 5 DEEP OF 2--0" CRUSHE ROCK I S.- ti \ \ \ \ _ SCALE: 1 -40 N®R.'`= '� • � • �' \ \ \ \ \ \ 1"=4' VERT- OVER COMPACTED SUB-GRADE. ...,,o0)...'N.. ' 77: 11161 ViltS amE6 0 r ^ �r' i r� ��� � vG t ! _y -- - - - -- • - - _ • / _ _ i / : C� `�' - 1 - - - - '7 • -- .-,moo ' / (zrio • W. i .• i i 15'(: 4FzADE /V • 1 I 1 (IT , ti 1 ex1'S: 4RanE a Li.KM-, _ / r- --- - - --- -- -- - 7 _ C. -T•4::2P c4, C.4.1R-15 'u - } . i . . . • , • 60. 6--i- - ‘ . i i / / ? '-7CIsYIN GROUND 0 et 5TM SEWER -7,/ - ti / .___ -- --1:1 - -- - -7- 1 - 7 1 i . , - / . . . 65) 1 A •- -� - N - -- - i' , C' �4 +91 G.J3 19 �o•�RSi? D� I i / .,�1 _ - - - -- - �' PRoPoS5 0 GRADE• & i I I-E- cot S. 19 ir4 (s) .. • 5to 4 '\f/ (/) . . -- - -. r_. ____ ... A, 04:„ _ ,...76 ., �► v / 4. 1-E. loi5.09 o�'f CS) 57M 5WR n (o18, 7 7 w ..„ A,k, • 3F--- --- --- - 11 , , .3 . ,,. .-:-. ._,,,, t- ---') , / _,0\-/ , i,,,.,. 1 . \-, , . . . .., ,•,s - , (:,14 . ‘,,,'.•, i - ... 0:14 . La ri, rs•-• i . 1 . , (/. - . 4 S r cf) Nit - 2-r 93 STf•'I• C.P� -.- / /- (� 6471 ;,�.�.5 5AI`l. ---• -60.4,•- -T- fo �.2?� rt 6(08 - AT I. • l000. 14 IN - ,�4 1 ' .. � - - Iir,yi .E. 59 9.91 oUT - G� f - -- � - 1 he• 1 • ~UB 1 �`` �• - _ - ---- _ - --- - �,(i. \/'1/v 11 l T O / /l J'� M H.7 I - - Q��2 I M� ;T/i 1.n �,���t�-t. ('�� _ - - ,p.0 I <007.81 IN 12 C5- I _ � 56r4 v - - -- - - h I. . Coo 7. Go�E '. - - t 78 OUT 12 '(m1 )'7 1 AI - _ 0-1.47 13 8 Co.r RS 1z>✓D) 0. '1 1+40 '�f M M • 11 _ I. �. !o O 3.47 c�ci-r- 12 �5) �� l.E. 5l04. 71 1E f_ I Oki tuLE-r i-1. - - -- - - e N gp - I E _it 1 , . ��OD �f M M H. I • O �fM.M .10 - - -- - - - - -- - • = ra7M - 1 g : tO .•6�57.4© 1N 12 • -- ,. +� o AS BUNT 6/01 /90 at-oo " p ® 1 +off 2too 3-t-oo 4 •Pr'o ecf /544 Sheef //20 _ MIN .0011Oruidaiul1 En Witti aieiiiiiii untie nu Amr in-siainu of Immo amoi tans u mmniauuimu I ■irminum Islilioni hull ma 0413 surmamm irm - ,-low 2 fl11111111111 6 a 9 11111011111111111111111111 ®ENS - INSTALL 12"NU CRASS W/IZ"MJ x 2"1PT PLUCA WEST AND 12"MU PLua EAST AND/ .Tie` (STRADDL.E. BLOCK) AND M P"130 ASSEBLY 1I sT END PP0,1 a CT lo INSTALL 8"MJ A E."IPT PLUG,(STRADDLE BLOCK} HR. TOR R S f IN/z"60 ASSE.M6L‘i IN GONG, METER E30X11 15E.HiAitt CURE./5IDEWAGK { di i PRIVATE DRIVE t /A/STALL. t2"M.i 45°BENDS _ � -._.__... _.._.__._._______._ ..____._.. __ _- _ ____ _. � } i C '--44'* +*- ''' — — ''' ""‘ -1.._ iii.-al _,(A.A...s...-sz---- H.P- op- ' _ „,;::_ _______ r _t NORTH (r) r 14 / INSTALL 12 MJ 8FV �� �� i ! I I Itit3TaL L F.H. A SEJVlCSLY 1 t t SCALE 1 =4©-0 ---- I is- \ \ . � ' • __�_�_.., aa ,,,. \ \ \ , _ ________-__ _ _ _. \ , f s , `, ZC3 E.AS�hAF..1�tT �--� t ` Id�-- I N3TAL L 8 J .NO 45 _\ ________ \ \ —______ _ 1 5., I lb -----A. \ ' '\ \ t v INSTALL I2"MJ E3FV \ \ , \ 4i, ' '� 1 1 ` { • \, i �: INSTAL.L 1Z/'NJ BEND AS RE�Q`D O �u�Tac �,MJ BFv qNa ��� \ I�rSTA�.L+ �'rMJV ..„ \ F H, 4 55em ,LY .� is , /N3TALL 8;'MJ BEi C3im _ :_:/ ‘_, I \ 7, ____?): __ ___ _ _ ______ _ ...., / axi5Tusux€5"TEE---Ct-TI : ------ 17 � �. (tltSTA LL g M� r1kIL. � pk fi l 5 �,. '' _ ;f--- 8r4 p t CL4;^a - -rl.C? �� j' METERS By - - -t__ 7 ____Tr _WM J mor __ 1 S 20 4,7 ____ _ _ _ _-- , : :,,, ,:, ,...,,,i, Ap INSTALL I2 x rz TEE ---"H 11t15TA L 12 NU�3P EXISTI�tIGt N LL " '� T I�L MJ T i .-: CZ* 1`. / ,,,, \ r //:12/ / \\3\ ,, E X!37 f NCB h"MJ GRQ�S �/ __ _.-_ _ /J�t.STA L L $ MJ E3F Y U Wi 2.-4,"to ( V'S A�tiA ?,. �2� .. / :, _ 6E140 ,„ \ I -�f1Cs '` 4 ' 4 / '//,/ \\\\:),,-- -::"-T\- _ _______ /� i 2 1 �(( \\\ _. ,..... -- -__ - .4---- . i _—_....._ —____ -----------g:, : 1,': ,i'1 0 \ X. ,Xi; 4 / ---... , / Alli P ,-- ..... . // / - : 45TALL FN. AS5EME5LY \ \ /tf.' / 39 i 2 , IN PR'O ►ECT / INSTALL e I r5 45 R UfR 38 1, \ - }a 1r7�' CROW: ANC CONNECT '' IN;TA .L 144 Ct / tt --'' #AJ Cav W. e=1"PE, % /2"A+44 J EA, (HIGH PR'E RE 5Y5rE I� / /4, /' r 37 \ 4 4 ' ''"� \ 4 3 1 , ( i °R *` E. 5Y5TE..M / 1 r '\ € il115TALL 12"MJ BFV �" \,_ ,, , , \ ,,,, i / -'-----,,,„,,.,,,,,„ „, . , 1 ., i•; \ I' / .s„, io, ,a, , ...,, ......... _ _ ........ 45 \ \ /' ; , / I , If - \ •` " , 1 22 ___. \\\\, \ ___— --- \ ,, Til _______ _ -- _ ___________,,,_ ,, \ VY4�'ER METES 13Y TWA 1 L —_.-___T, do , JA113`tdt.t, S"N{J tttb�5L - __ , : , (?yP1CAL ` 1 IITAL.I �' + 1 13F t/ J�:F.�Q�CREDI \ 46 -.... l I / 'IV�„I TEE(PLUb► i• ' 48 a i, r i f t!'ti / 36 1 \ ..,:, / t , . _ lii15TALL 12"A J TEE. tl� / I yc :)//m':::/:::i'N5/7/Ai-/z.. 12"Ai/S✓V STALL /2 MJ TEE I '` . t nt5 TAi-L /V X " TEE - `� b $ $ I1V7.AL L Ga M J /L) 171 U `` 5 i� _ .h ,� _. —— �'' `; / ` :11—ST---A—L-- G. F,N IASSE-- M�3l.Yj w. f. 7 S 8—EN— �j IREt�S R U \ . \ \ 28 , t\''ilY / ', ,-r. - LAS5 5t KAN":*:- 6°,50kt, ' - ____ - ---'7'.7-:--------------------_-----_,_ ---.5 ---------------____ ___ _ __ INSTALL I� r_______5......................... NS4. w l INSTALL. I A)+i3y AND F t .A .Me .Y �'`-�`-1 - " • `_ I. lNgT�0.t.L I2"MJ SENDS- AS R 'i� A {fit / . _` °* \ INSTALL 8"MJ aFV 1 \ . f INSTALL 12" JIVDS i _-- ____.: .r lb A5 U ED Inr5TALL F 14,AS MSLY \ \ I�TQu 8 Nt►, t�st5 R�tut�a � �� �+r1�- � �t _. _..- -- �' /,ttSTA L L to"MJ x 2 r'!PT 1-PEt \ \ PLULa W/Z" A' `aENft..'� l /It1 COI.X, TRAFFIC, 130X IN ._. ASPNAf.T IN Ff�O�V T D CC1K8 1 ,� { ----- Record Drawing _ it , limp " ,(, This Record Drawing is made available by the City of Tigard as a public service. } i 1 I The material contained within this Record Drawing is for reference purps�ses only, , , i 27 and the City makes no representations,warranties,or guaranteEs of the accuracy of the material. ti Approved By: AfAt potiNii> t2 �1 2 „al Title: \ , ' S S i I * 5- 5 \ 5 S S 5 ._._ ._._ ._. . _ __ _ i ___ __—. __ _,._. 3 _ _ __ ________ ____ .. _____— ._. .w.. • (5`R OL 8L i a" A '-:M SL.Y IN CONC. MET I �r �s. r .r<, TIGARD WATER DISTRICT aSGAt�E: S , *,04V1. -_,- :,,, -: = 111 .'.Oft APPROVED BY: DRAWN 8Y Afrififief DATE:2 t iN REVISED THREE MOUNTAINS . °'DRAWING NUMBER .'1. oF 2, .,,, ,, 24 X 3 n ON NO.t0 ON CLEARPRINt• ...._ --- -. ---- ----- _ __. ...._-_-... .__. __._. ... __ ._- __ -_ ____..___.- _- __ ._ ._ .__ _ _ _ _ _ _ _. __ ._ _ _ _ _ __ __. _ ._ _ ___ _ _._. _ _ _____ _ _ _ __ ___ _ _ _. ._ __. -. _ _ __ _ _ _ _ ____. _ _ _. .____--! ... •+ t t ■ t ■ t ■ t 1 t 1-L_I i t 1 t • i t • • • ' , • ..._ - --•, •• _r -t t ■ t i i t t t 1 e ■ 1 t i t 1-1_I-! � _1 1 t t r t . . . • 1 1 l-1 _1- - i • ... . . . . . . . • • . . . . • \ • 1 ,• /• ‘•1 \ \• \ \ \ \ 1\ \ / / �\ Z,. N (' -1: ( (.1 1-L----, .......N.j ,-, 0 - � M - - . . Ci) � ' �x 15I Nrn PSANITaR5w� - \ 0e71"1"' frl - i__ / A i- Ts ki ' i � \ N � _mil \ , ZWC-F1‘- .7t/eAT6L%- I ' o� n \ \ \ \ \/ �" `\ �A�S+35 , = ��55E..M ANT -- �. - 3 i \ �" W ~�\ •\ RIM•= 6 .0 \ Z \ CI \ \ ifilb �\'). • \ . . - -"., '""t.,-,,_‘? • N ,.., . • A 2 7 �P -J CO _ \ ______ ..._ • ._ ,.._...,___--_-__-_____ _____2 ___. .. _ \ v>0 ______ ,,. ../ 2 Ns. limilik.044.141 1. ---- ILI I k 1 Of. 9s L 2 5I / 40.-"' " "\* ' \ \ • . . D < ........_, ,c,;- .4 II \\\ \ 7 \ ‘°°(- --- . ------.. --if .N.N\.N„..2,.....„ , ......,,.. .. , ,... ,---. .,. / /.\ , ---\ 1. (IL,. • ,--- Crso'-' cn 00_� \ \ :VA0.\ -Al- - e '' ____ NN ,..,,4) PP' ----- -4 131:7,itzi w: 4,ledc I\N- ` \ \‘ \ \ \ i...I I,, \' ' \ \ • 1 ' ..,..,...i ly.....-__. ; \\ K-_____4„------- • --_____L, ----,--____ ) \ 0 4A. • ' ..- 10' ? )''' ,11-? 6m4. \ .MH. 7.---" Ze__. ... AN ilTh‘sil> --„_, I\ \ . .\ \ .!/ \ p 4�5.24- fit► '` \\ ' \ \ y 4 , ` \ ._ Z 11.1 (�D• /E 1. f I111111111* �.Ati \ \\\ \\ ‘ ' \ I / ,/ ..'- '7 ' ,)‘°1.1 \ ---______ \ V \ CO 85.�bZ. .� , �� �- _ ,.row • '!tom .. \ , ,, ..---- < ›- ..iuilawiliso.61116- vary . i I . /\ ,. - ag7 . 0 • \IP 1 \ ' ‘0,4•11 AfZI' ._____________As,E1A4Ela 4 ' Ill / -, .s - , ____ ----' !elm. CC.,ir 2 _� _ i i ri-- tv - - - a '0 -- - Ski Y 12. ,tr\i/\ ' GAEMEN'r � I / z E,-,,„,..... .,„ 7 • e 0, re: .. 11 • ' . /4' I- .--16r0 A b?I la --t 't\ - , %yr.ci. ....„....-- 4 - • ._______--._.._- . kt --7 0 e r" M 1.4• 5 1 \'' ) \,/,' %------\'''..t... c....: CC: 1 . \ , 7 \ , ____ \ \ ...... ___------ .. . • D - z • . A ,P. \ \ \ �lIM ` \ \ f4 • b ER .� , / 1 . N 0 4c'S N - - ---____, -. i \ \`\ a i I " 23. // I� Ems.• `� STA. 3tCa5 �` s \ 1-`4147' D A-" \- . �•I N► 4-8�-*- 2 n4 Sew F� 'P ' ; ' A , \ . _ 4gt•89 \ sIti � a IA Y / U.I (5 5N 1- 12) ` t� •• _ - - • I , ,/ ) 1r\,/ ` 11.11 • '\ . \\ /. / \is...2 . M c,/ ,----/--, ,, , \\ . \ 1 , I ( virr ' / if ) i '' ay& - --1 \ / ,, ,, MIL / / pPi _ 6 w,,,,, ,& ,,,e,.2. ,..rai,„„wv .. ....,11, ° k 11-1- CONTRACTOR TO CONSTRUCT AN 8' WIDE GRAVEL ACCESS ROAD OVER UTILITY J ( , I ,/ 1 . 4 _ Q , _ MAINLINES OUTSIDE OF MAIN ROADWAYS ROAD TO BE 6' DEEP OF 2'-0' CRUSHED ROCK \ ( t -\ 7 / O 2 2 ~�� "'""-� I 7" I zz OVER COMPACTED SUS-GRADE. \ / / /. \ • ( 2 7 ' . 1 \ /// / ,0 / \/// ( , ----/- ._ / - 0 / I t \ / (111.-- •' • _ , \ 1 / / Z • .*I . t /,,, 7 / //' / N i / �__ Y \ / • al l•, r 1 SCAL '44 4crg013- IO • 7"=4' VERT. r o EQ275 -- • ` - r - -- - - ----560 T :J (e •-r- - p,� Sc.+t`-T 1Jo-�-E✓ ' -+ NS1AL1. PIPE ANGH 2 WALL - -_ : .. t ! l- - Ro M r-+H. 2 ro r-I 3 [�. I- gp ee&i•#- 1t.i �l-4 t5 O 5EC- S-r vt:t�tt -S�+E T 1!0 S'�� `CG1 - ``�'�-- - cP�2T�j-+ - - - -- ��4 __ - - -- -7- ' -jQ{� .� 1j?4 - - -• - • . • , ' i i ‘.. 1 ti91) 1 . . +4700 _ ___ _ _ -- s. ,,-- -/-- 41•61- . - . . N • . - - -64g - - : . • - • 0 r. ' • • '542 1.* -; _t_• .. , ' . �' rim- . 1i . . ,L, . / ..� - . . • _ . .. • ., ., • • • . , • V . . . 47i r _l___ 4,9‘__ __ - -. - 1. . - -53)a- -4- 'N . . . , • . • . . I r • �ii:11 , ._,..- _ _ eu, . r.,`U , r ' 4. arrk• / 4.�� . , 470 --- -.-- - - ---- .502. 1\ - • , • 4erro - -t • _ t, itPy '', i , „ . co 1/49 , • , .,. . I- il /2\ . • , st' 1 .s, / 'I 4 l • � 35 SAN M . 5 d , _ °O /.• • Cr" # . __I la _ _ . 1 4El2 I J4 - ,� ® � ` • I i I 67 ou� Ss� •3� . / .40,11r i l • d h , 5t-1 sA>J• r-1 -1• 3E tO lf � `� �- / �1.E 5 55. �4- c�. / Q ' / -_ ___ - - _ �!►...,-si __ - r 5 , - -- - r • - - • ; �, .� / { �- } arm5el-.1e0.84-Bit.i. • • p "1�.24 GJAL1 M.H. 1 A I I. E. �s¢.'28ou r 7 • %� I . • . • • � lM .4 . . 8� } ' - _ I �' j 7+ 2 I SA NJ. MF 4 ' - ic-- 4-S9 .C....s4 t r..• , • \ .. . . . C ��pp n �Qf- . . 1.. F.E. �J,�r77 , -15 I• e••4' .6, Oin / I - : ;�. - - i.Fi \ . / Uf• t ..1T -4c. 4-- -z 'r • f O . MN 1 / 1 ICE 5 7- 58 4 3 :,-• - 1 I' I .E. 577. 4� o U'� .,-. lek: I 0 f I 0 a/ I./IA.11-11,4,11,1 pi 1 p4. 4 •: , p- - 4 514 A cd,../- 1-z... , . 1 - 50- f. $'''moo - os�, NIc�•N• 2 ' ti -_ �° O•ol - / • .A• - I A �t-1 . 11 i • ' ,;a, - - } it 11�I 52.4-.1 q. t - r - - - ---�- "2 rzli p+DO BAN. o.o. (-re 6 izEMoveD) 478 i 3 Eo 'AN. M N.2 t -- -- - - _. 14E, ,,,r, .�. 455.00 (A- , •• • �_ IN 4�4.$�-IN S�,4 I TA� i. �g� 1 - A 1 . ' I M o r, - - - - -- - -_ - 4gq-.5g'OUT T le Irl 49 I. , ,:fry,t - --- - f i II/ tiLli 1O+0o 1-I-DAD 2.+0o 3t-o0 9+o0 5+00 6+00 1+00 5+00 4)+o0 10+00 11+00 12+00 as AS BUILT 6/01 /90 • - Pro ecf /544 6- ee/ 1/zo _ _ - warimiziammitsigimitimmicsw* 3 l r11I I I I I r I I• H , 9 10 I 11 1 N`•!AI',IYI'7N..7R^," w: C1-- r. -... •• .., .,. h; v ' '1,^ tr11- .*• • AA • �.���� 1 ' r 1� `.T,,., o rtO. T -�.��= 3 .a'�..1t . . • , • z _. • • • - - 1r 4.'am �t'/_ - _ti.A44- _ , .:.• . • • tr1 _5910. 7 • •.,.., . �. R 7 \.4,01J ' --er '�- ?v o �~pvc. , GRAVEL ACCESS ROAD OVER url<mm �.), 4 litli 114 _ o-�, T� CONSTRUCT AN s� WIDE c�RA '' :p. 60 8: . A. !o PVC. O4J�SIDE OF IWiMI ROADWAYS. ROAD TO BE a' DEEP OF 2'�' CRUSHED ROO( 31 ' 0 + �--- M . ( n= a \ (a v-� �� • OVER COMPACTED 9lJS-GRADE • • �. �O 1 IP i 101 ,,,, ........_..- 1 .„....41.24 . „... -...-r.,;, tom 'A' 4 • �� 35 .„.„ . .....-----rit.g. 6, _ -,____ 1-=-4' V1ERT. > -CO . . `�- 1\ \ i -- -,.. . 6-ferlikA. i+347f- ----- - - - - ' - - -__ - in fl.1 L4/ '11 ` 5 \I" 1 - CD ets 0 gT•S`t.A.d- 4 I Io 1..7. M N. B / ( ()out . . p - . ----\ s-rtk. 447 SAN• 10' A. !+4 SAN ' _ `` : 0+00 SAN• • ; ` t"t1'}• 21 - - - - - - - - --- -- f�' s - �I�98y99--7.S L.T. 5Y0k.. 1-t•?}�� -- --- - --- -- -- - - - CO Li / S`f. St�2. •• 5 �` •I4 4 s�0 2~' s S1A 7 Z .. - .‘,,.7,. - Kim = 07.4:3\. , --igI-W-.171.','.i. : '' 016,40.. -:-..--7;11.-.3 - . larr3n111111011rsr-111117m, �� Eki? . CO 'CC - :... . /-.. -... 1:01110t -db-Afala-%,( � WS!�''�.'' "_- elry, 4111.1r411111111.r '� 1104 PRO PO��D �RA D f✓ @ S�W E R _ ��s /....--y/ f 7) • ......,....-- .....iiiiiiii iiriO, _....--.e...._ --T--- 1 3 L.F., „......----- 40*Asv 7 IWO rrelip=0-• ME7 ^.FZY v.. . . 1 pk.., _ _ 4.6.- / . c'" =9 1011. io. -10---- - 111 • _,‘-( 6•11.001W•• . •• ''fckiki_612. ., ......-----�..,,..: . ___.- - 0.60 6 / •�� ,� ey 8 _ ; �X l5Y l N�a Ca RO uN D 5 Lv R- ► _ / -- 1.1.1.1 IP" - ,r;;_, .: /Y2- -4tv5WA.,..tNY fis '6' • ..r- /.44,V. Z ::7,'" : • • 45A' - - j 47 1 _______ --.4-- i 1 ir • \-bz ia"pvc.. • r- k 7Z-- ' / D >CC r . , J/ .V f4c/ - 0 < . \.. •." 1 \\:\ � fi3D ,/ / / 5 .;: cash-rt E Q7 �-f. STiti. 2.6 4 9. ! �G / 7 . :•• • . • \ 4 \ \\ ...---... - • \ \ \ \ to ,,,„, efil# --*/ 'Ers / I. -4 \ \ ___----- • �/ c 4 \ �..� / _ ��� i-- i 2+02 SAN. MN.22 w -_ \ \• \ /if, 1 / v 8"51US if Pi111- (5.! L.J.) - -- - Oa - 1. .�,(•49�STA. 21-02- o • -:. '.•.•,. -.... \ \ • Vs ii -� \ `� �- i t-•'1 = !o I �, (� � �� _� ` Cr I.E. Via- iN 41: . --1/4-"-- _ S 4 1 0 011,•41 4t• 1 o 38_\ - A ti,..T i +4, -i-r ------, 3 7 s-------;_oro / ®; t,i,...> „ •' VA". rsEe,Ple- 14 ligml" U o�_S f: _ �� `� 1� -- -,•- I +2- SAto M H.21 -- - -- - ,.-' ..-:••• /‘ / 5 �1.2�98.Go 7. � - iN ,‘. .. : . ,, .. Aga s FtT 'l4 i R�r�=G 9 \ ,' `� -�' L� 7 a. G.o �r 10 e(G / z / / �• \ �` / --a-4"Vc yJ �� Y 44 VqN• M7'. � A. :. . 6..25$4,,e4 Ii4..LitT)- coos. �' - 1^ • .: Set'-1 G 6. •-• _ _ `;. , .: . --- 3 __--- / , . \ \ / ,/ /. 0,0 /' / ---61 .1( ti<C P'- ' / Ncrt-i'l k 1.1 -- ____f .V. ' 1‘5"‘)/ B�• Co-F 8 I �� \ _ � L° 77v,..c1\6.1 to to �1 f � I .. �" kw eao • - SANITA12-Y SEv.I 9- 3 • N ‘k;$ \A\ .... ......4.4•••••• It. 7 •••••••••A'.".... . r..4 " ..S.7.7 . gip :4 I , :i-••• . • . - / I n ,�,a� • ; ,•tip 1 • T9 I 1 w.,. `.- - - - - - f / � _ � Q �S0, 1 1 : •.: - l IG ON e SER - / � ,s.i.); v' PP-OPOibED 6RapE @ .55WaR / • / • 1 r z" g �xtTiN S¢ou�o 5;wr - -� / p+pOAN 7 4 + -- -- I • 1.5. a 1N (1-1-) :.. - �y1 - '- -- - _. - - - - 1 R � C• / tl".* ----r - pFZOPO55 CaRADe @ 4 5Ew , ; N ......,.. Z // / g '' �•� - _- A'TR 3A - - - --+ -- - -- - I • , (y+ 4 SAN. M H. 10 I 7 .4Airej " 0.0496 • • , . - . '/ •*...: N pe;7 . ' t- c.9 .,444 . • 610_, . L-411,--_ \ \ grof•-• -i-- •A•A•••• ........4.4•••• .••••••• • •• •.4 /- ' -- ji/ 1 . . • ' '5:1: ., ....'r''''' g l'""" ."11.1iT•••„,_ i l' .:::1`". ..._..4 , , , / . . , . 5 - _ SAS. ham- 6. - ATEiZ / 4a - 'Q ,r a . W - - - _ +00 SAi�t. D' 1 ¢ SAN.M N� ( - - ` - ` - e2 le siogri 6elfT . --t 1 e.. 60044. IN (w ) _ - O ®:t wA'TG{� z"S-I Rri - - - al z i zil 6-roftri---,..0 + >r ,,, 3 ' - .. 0.4010 /4;4:616 * i_.;.r.t epk% ...1..,_...-- --. "*._ 1 --------------' svzsr, ........„...... -----"_;:e,151 7 . ; 1/4 • -.. - - - -- -' - -' -- + C�� - �.�. f I 5 +'So SAN• M H. } II • - �--_ 1 -- '_ . - m e - ' • • . - ,AN iTAt=Y SeiJ�e�- r- - - -- -' - - 2+66 SAN. 7' - Qt. o d AN• ' 12-3� - - ---- • 1•E• •- I N i.e I N W - t. „. ,,' __ - __ __ --- - - - - - --- --• - - -- - 1 +4 2 SAN.'P�H t.L�. �,4454, Ot3T 1.g. OL r (N) a • - O4-OO SAN 'D'I Sic.. •9 -- - - - �G.'' * T.- . & TIT CS) 'S'S.1io S. q•oc - r.r✓- 3#'giD .o.1r ./..E) 5•S-I - = 12 -08•o° SAN. 'A' I .E. O I N CU) 5g9.13 - --- 1. ,.,r. • �- -- - - --- - - -- --- .1�. ��,_ N _-- SA N t 1'Al2. _ S 1 0../1- - 12- ' _ _ . _ - - -- - - - 15'10.05 4 : kx ' rj.!-pp (o-�DO ?-�00 SOD .-% J ' v 11 1"1+i0� 13tao 14+00 0+00 1+oo Z-�oo 3too 4+00 . _ � AS BUNT 6i01i90 1. ' . •- , I I I I J { � I 1 I l i . r I iIl f° 1�i � 2I1 1 ��: - ��' r -T� � 5 1"'�•` - � 1 ( 1 1 1 71 I ' I-fi -� I`8I I I��1 I 1 9l 11 I I L1 15' I I 1 • . - 11 1?L � i 13 14 1 i I , r :. '*•• • 40.:.: • • . . ...\. tT. . ....s..... s'" •44. „............. ..... •••••• 44/.... mm...............><>11rA ...,., -'"..... ••"•••.......... s'N,.... .„. .... ..... . r ••••*••••.... - . ............ • . sw.,........ ... ...s., k ,,c,c, ‘.....„ --,....,. ....„.„... ........_ ...,„.„..._ . _ ....__. ,.. .. . , , „__ ,..,._ .i , -,„ __.....„, --,.,--- ,..„. --- . .,,, , , __ . . _ , _ __, ,_ — , ,. . . .....__ . z ., . • _ __..,.., ......; , ___....„ ,,,,.. ......__ _, __ . __......._.,. ,... __„ It • ---, , --- - --,„_ _,-.,,. ..,„ 4..,, , _ , —,____ _,5..._ _____ • :.. . 1 1-- 22- t 2"e: ----L, -,,____ ,.._..... ---- 0 ::•-• 1 --'5ANT-FAhfr-Y ti ' . `I .....,_ 1 -- -- -----... ____,.....1 -------.. • - ,,,.., -........ ...............„..--- CO ..__ ,.....---- —. --.....____I .." ---.541.4%- -*-....‘-*, "--tA , ....,. ---..... ---4..„.. "------._ s:TA. "7-Selo...„.4. 96:9, • -:"ti_-,•,..•.,:.•,,..::,••.",::..-•.-,•. . _ 2 3 i ,-- _ 5 2 If- ©= _ , ...-„..-o--rd•--••-••-r••.-e.. 70r0.`4 76-.,.6....-„0•--9--j-.1-§-,-,g_-f__1_r_-;1_.04__4 -_1-__-__-____,_d.__. r--..•,c._.O_w-,ol,,-,'r i_- _-_.-.-..-_„,-„,-._..i.Im1l„I-0g.t ,h A,.94". C. _..-,-.--.. 6__.__-_---_-- — • .M1Is_O1r4i . >CCDD '> .. _ , \ _ ,..•... ... .,......--..1.1.'1I,mIr ,,",.''..:.-...->‘:..7.-7. • . .4:"-.---k;:.---4P-•44e•r--- . . D cd .,.. _.-- -,,•„:„. . -,,..-9--- -----. w'm wok ei,„- ri, tr-7';':----- --- . -›. <<--, • ' 15'fA1/4- i --------.„'"----..„.."-----.„ ----.,____ . ___F..4...i,c--rer: _ff-_---___-___ ----T.-- -4 p•fr , ., • . -------. ------------__ 1.__ ____---- Ik• . CO -th ---, ,,-- 1.,..,,,w4i ., 10-_,It's.- ..-,..;,;,, , I$1, - ------,-. . , - >Ocr's\s ...... . ;-----..._.__ _______._, ___ ....------- - ---. /.10' ,3,s,t,i t-ii2E, . ...r...- --ink.4. - ,„,„, ...-; ------.....7-.....„."---..„ ...., P __— __.... , , ,... .... • . ----____ -------- --------_____ _-- ______ _ ___--- ---.. N ileac. l'. 9 . . / ',11r•--$:... ....;.-10!•:--- ... . III1M ‘. ti•ittir--- ----, ' \\*., , ------__ -------- ----- i . ec, - --... /.,40 46ti es:it ..jt_i=stri::x. o.t.Ao2.,97.. ._tsc,L. p _ OD CC /�- / /� : �� _ 1 -f'DO SJ— \ .0\ _ �� -~ I co PYG / /. ,/: ' • -L V TECL-?1 G 1-i T / ��� �; MI-1. 3/ I Sta4 -tos\ \ _ - i ��fy�I ✓��/ _ ,1 0000.7.>'' /...,,:< ' . i . < U.I /, ---'61oryVk , Nom 0 • \ \ � 1 / T NSTRUCT AN 8 WIDE GRAVEL ACCESS ROAD OVER UTILITY�/' 1 M �_ � — - �� �;,. � '6 pK• - � � ,' / CONTRACTOR O CO ROCK iiimm. /7/Z .7Z1 -10:P. l •b� �� •,si ,. a_7 t MAINLINES OUTSIDE OF MAIN ROADWAYS. ROAD TO 8E 6' DEEP OF 2 -0 CRUSHED/ ��j ' ' l g 1h!l t71`. g4 V fit•- )S� 4; �_ - l ,/ 1 /� OVER COMPACTED SUB-GRADE. / / CC //// / 7.--- r/ ...;) ' 1/4 ,.••••• ••• ••• 4 ....' SN','Y''.. /// / / // bio7 _ I . _______ ._ ___.___—________-_.__ , 16„ Z. .4. iiik--,_,_ ,_ . , r-114.27 ' / ' ' Q ,.. , ,L, / / IA• 444 5 , 1 , / / /; la- ,,.. ./ /y/7 /--, \• - ___------- ' --- A , (12-ir1=sK11474 '''.:1 . • / 7/ / $ a.. 4-+84- la 16' ��\ -. -vg: -2---- - --, \ \ , ...'"•...-____ --------- --... _ '4.•,'/J / 1"4"------ to , S'IS• , i 1 ' / / • s 0 Z IIa� i • (d\ - -(---5,A6.5.N1 .<e/‘. // / //// / 7/ / /�— 20 w h ‘., //, I . _,_ , , , // • 5AS 5 M \_ � 4► :". rI 1 U...1 -.-•• --"PrFi[27 a \\> ,,,,.•:. ___ ____...,,, ,,,.. . ! :- . 4 ; 1 i . / 2)', • - ! ' 1 .'• 2 c I ,, . / --____ ____ ::-:—/-,-. fr< //7 /*,24-r:A34t(24714-41% '571 ,,,..F.,,c.., ) I U.I pir .,.. :.• . / i• . li.1:.:;::1: :• / i / _ 2j s T _ _ „---- , .,, , I nil 1 i , • .,, • fr,. ,- ‘ .--- . 4 �t47 a,, -, , , I „:-.. ., / / . i.s, i t- .�-- '<(/ 7 �x l r INS 1 8 QI�{./ A tJ• '•...._ r / ii:**::30(5, .1 47,I :4,1 4 %'� / I T--- 10,1 ArMIzi..We• i ' p / I. E,a� E 1 riT ' 7 4. ) ' . ' -.' ' • . /?4,141, 43 tn I fil, ,0:411 \ • I ` - 4. / i *• tad r _(l4 41 IA L. 11 / I ,_i- 1 / i je<::.4.4-74 . .•• 1 , , , „ . ..:• • ./ 1` f/ l if / i �/ h I 1"=40' HOR. r I a IT SCALE: -� Yf r• H �f I7 1 4 VERT- •,•-•, / i / O 1 a • / /, i, : / c‘ i i N L • 1 • f N �tAl-L- , PI Pi ANCE-I2R In1AL -'S * �- ,,.,..::' r12oM Mkt.2 Td MN-28 SEE SrP•I P AIL 5HES'T IGo ,•• - .- — -- -- Y - �642 - iMsYRtL P 1P5 NGNOR WQLLLS 1 1 / 0 M M IA. 12 TO Mj-1. 1 S i / SEE STD. r' -rAI L. SHEET Igo v„-..., . / i • . . • / . :.••• . . t / :,-,1. I . / . . ''.1L0). 1 / ../ - MAI��I-raltJ • •-- , - I -- _ - _ - - - _ / 82 11:46;18i.:-. — - 51 a Eo�rsR_ -t- 550 5?O - -- 7 �9i5 6 .(?,',*- t '2 •.. . / . . . , . :';''.. . A. / = it / / ,,..,' 1. t - -irc../ge:. e / .. 00 �xIs'1'. GtzauN� _ - - � I,9f. / :•.- y_f , , / 1 / ,z 514 , O oIr SI;W�F'z / �1- fi�3 SA I�l.i' 27 Z C�4 'PLvv -- le S 4• "° • '� , I-E__ / - / I+97 �At4• I''F1 I • • . - — .� ..1 a i $'il_401 •►N / I (. E. -es� �1J sz8.�4 t • / s'tt.3g�o�r • LE. oU'f S'la.S� „a• - - - ! • ' St SSA 1 MIS• Z8 t%�(5'1: G,�oIJN D C �t of ;S�tJ E� 2 510- 6... 1 .../1-2 • WI / 8 4,S .. iir r T 4-9-6` . / / ,�. _ - f to ,,, S9 3 . �9 ovZ•• ;- .� , 1 , • i 4 • • WI • ` — -- / �� . _ { /� O• I. t • I • --, • 504, ! r 3,g :// . . 55 8_ -+- -- - ,.�-� .- - - -- I f}-; .. . .: I Y a / , , i — / > Y } / `y 6- ,I , . /' f u� l • Z • /� / _ •_ _ �_ + 3.V _ tft - ,- - 4b6, , //i. 4 d , h ,. . .:I l'-'. e..,z • / vj f.,34 - 50 1 t • . / -34.1/1 - 4 : A'I I Si-13 6441.mi.'. 2:7.7•Ar . • % lit 4 / . •/. 0 ---i i / .: LEe533.G3 ttJ _-4,i . / - ______ _ i/. 4/0 .. • / ,z. . 4• c{�S=zS ,:,.,,,•::•:.:••. • . ;___ . Amyb: _/ e /*.,, - E3 f -±- 2 o / ro <ez.i.- -. gTA Vt 4 S n Ni 1 1e 552•4.z ;tom.::-. • --- / . lit ' ie. ssz.4*c"...+-r / • . ' 5 4, `� " ..".. . / / } /. H__._ -- firitit. t t - I Af.t . ti . 1.; , O-io0 SAW. _ N e / i• - i - . . . m. xt- f 1. .qge :g4 t►•0 • 5a V • ' - ;/• - — -----__$ - -}'s`.--r +►J j-�J•) 55 7: F, • s2 I t. r'• ?? , 4.E' - r�7,A I. E.. 5- ,7..7 V. oir (6) 5- 1 "l 3!0 EIZ a oo sA • M I-I 3 . • - ' - -- -- — I _ _ St79 SAN• 'A' r �_— . —_ _ _ — _ __ _ _ F •. I•e- ,ems IIJ , t • . - i . . i . . . ...,, 0 - / - - • . ,... lirS - - Z II • Ii'AlT � 0 00 1 }00 2-1ao 3-too 4-too o+o0 1 - oo Z+oo �O 0 4+0 Q . AS BUILTRio � Sao• •_- _ prefect /544 • 5h eef 13/20 - - •• , ■■■Il�trl,tt�■■■■■■1#■Intl■■ t�tei��i•�ic'�'iie a■■Ir�i�ie ��i■Vii�■�■■il'i II ■IIIIIIiiiZ ■tl OHM ■■■11■■■■r■ 1■■■I/■ ■■ ■■ mor r� �� � r "I - ___ __ ___ _ ________ __- _ _ ___ _____ . _ __ __ ___ _ _ __ ____ _ _ _ __. . ______-_. .___- __ __ __-_______. ____ _ __._ -___.-_-_.._..., ‘.. ...... . /... / r { r r r ■ r r i R r i r r ��J-lam . P e i c r . _ ., . ., , ... ' ..., . '' 0 .: .• „ \ % -I. Z4 , \ \\ Z.\ \ \ 1.,,I. \_........ . . .j . / i i \\% \\\N \\>C \ \\ \ • . , I 7 i / / \\\\ \ \\\‘ \ ••.' ,1/ . . 4\<\ ! --a7/---\ ., / la /ALPNE/E313V---_2_ = _ �• \ \ TAX LOT w,., ,--t-- ---------.-T-- ---71----\\\10( / \ ..------- / / / . pin • \ \ 5800 ,i4 \ \ \ _ -V 1../9- • :1„.8 \ \ \ \ \ \ 1 I ( / it--__44-- / i i ...50.-/- / i \ \il / \ \ rNT / -� , ---� LTA , l I A 1 \� \ \ r-- , / , \ `Say \ \-4 \ \ \ \ \ \ / ( / / / / 1 ^�.. Z_ \ 1 \ `�\\ \\� ,,,,,,„ w \ • / / \ '�\ .. ch , \ :Z. . \ 7 7 .A..,G. S10- .-____. Se. 1:..LQ, „4.4 \ \ \ \ - \ \- \ ig\ :1 I \ \ \ \ \ 1 i if / / (I i / i \ -._ \ . .. 77r. ..._. . .,.2 f,:. \ i • co / i i / 1 6-- ..5- ..... .___......... _______ --Th --'' - ` ...: DM - 1 /f xi.5-rit. .. Ci) ° -le, • \ \ \. - 1 • �-=---� cam. -4,..,4 \ \ \ \ \ \ say 1-tA-R s>✓wE� . -4164: \, \ \ \ of --_ --.1� - . _ - ---� .•s T ) E . \ \ t''''4 \ \ 1 _.\__ - - �!r s��- 122 L. . 25.. l • \ \ \\ \\ \ \ tin i \ \ 6 63 = \ \ r- er:� u.� - �xj T 1: • \ _. -----\ -- , 7. ...---;--_-_ 4 _____ -2-...---?...:,...*. : . I i -- - Z �.. \ \ \ l's\ \ 3 I \ .) < (i) 4\ \ 0 \\\ N \ 111,\ :\ \ ,;\,,,Nt .t. \ \ \t--- "--------- - M 7 �ExnS�r,) „\ '\ , \ N \` >?� N �� \ \ \ ' \ \ i \ \ �NcNv o MIS l �.\ . i \ s->.A..' o �- Imlim \ ` ski,• �'\ - _ _ �\7 �= c , I t' n`-7� \ Iz!M q-�9. STD-• t+ Z� I Y \\ 1 26 \\ N 34 0\ �, \ \ ' Mb�. 24 r.\ \ 13\ �EGoNN�l R(M58.ao M� �A CF1S't•I didge CC ' <<' ?A�3fi \ \ �- -� �5 \ LOT 11 ' EXI 5-r. N 0-A-gl' . Z < • . 1 � \,, 1 _ \ 1 r•-I = 1 .2 e \ 5 (�+' 8 \- N ->-_____ \- -44- y`�- SS-RV Ill: LA . LOT 12 -t�4i 1"�U N-f�I f`15 . • D t ., R •�99.8q'\ �• �- \ T c I ID= 9 Nz-it-i !N1 4l03.go ® Z 'sue „- '� wAAA 1z \ '' g . \ - \ N \\II N TAX LOT M CI) • •; • wr; _� .�C \ _ N _ - E � •_.lam : ' o,r. t hz , N �� _ 5900 • • : LiJ \ \ \, Yz AID - 1 ... 1 R \ LOT 14 1 •:,-: . ___7?,, zli .. LU 5 ! I �6 \cb \ 40 - - \ ��\ • LOT 13 • M , \ - __, \I ...0 �. `� SAN. wE \ \ \ \ -ram \ DE �\ \ spa. .+ 4....(re.-AN . \I Agy , _ \ BENCHVIEW/ ESTATES • i --, ?3-• \ \ \ , \ ITcs= i'-' - j-- -2�""'- '. \ \ I \\ \�\\ r � \ -, \ 1. Ex ISTIN�1 SA I�I">•AR sc�.1E� • --� 590 \\ \f \ �\ I \ \ '�- -T�.(o`T I S i3 E 1 r�1G r21;�1.A D, • - �r�r--rt- _ Ate'' \\ \ \ \ \ \ \ \ \ \ �� --� ____ , ,_ _ _ _ _ �, ,,, - uMy'r i , \ \ 1 -ry I�� REI''1o�G p a Th5L --_ \ \\ ! \ \ 7� \1 ' ` 2.mac.S-f�►.1G 54�t�11 .A R� SEI..I�lz .7. 6,•'� �� 5 \ .r \ \ \ \' \ \ �\ --1 \ - Ni Q 4-I!-�L Gam. Go I.1 I.1 �G'� til E;I.-1 f ti SCALE;`` \ \ _ \ \ \ �- \ \ \ r-- .� \ \• \ \ \ \ _ \ \ \ -\ _ OVER COMPACTED ACTED SU® G ---41....m'---------- .-,E------- 41" 4w....fx-./E, ,' \ - _ �'' - S6 A. . ' F.�,`. GiC�. • -I. - - ---- - , . • SANITARY sEwE R ,, _ __ _ _ ___ _ . _, _ . BEPa • • 1 , , IN STALL, PIP ?►NC,HOla WM/1-6 _- ___ _-- - 1 CD vi - -- - FR-O►`� > - --- - -- -- - -- - - - - -- -- - -- - - tL . _Ai / , 4P-431 • ___ _ _ ._ _________ --- -- .. 1 .6 i • _._.___ ' 7/ _ _ ___ .- . , I (IT - I..- • : -- --- - - -- - -_ - --- . , .. - - - �3{3 - ----.. - - - -- - - - r-- -- - - - -- -- -- ......• . . g§ ii 50 1 _ __ -- //• -4- - - -- ,--1-- -- - ) _._. • Rr, i . • _ .. , _ ,._.!,-.,,,.",,--.:,,,.,",.•-,,-• . .•.. ----/.- --- PROPOgEG CaRAvE •0Ew52 -_ - - - - - - - - - 1 . 7 _ 74 1 . ®ram / 1 ©• �,,r� 0 , . _____ _____ --_--iE---- .____-0, _-1/4 . Ze„ , 0T-e-, i,P K -__ -4II -- --- -- - - - - .-�ti - - -- ---- - _- . - :-. 1 oP / . _ I ; ...2, 7/ - - • ',.( . , • ,,,,F 0' ,,/ . :\ --z / q-1 - I 00 Z4- .-?:±1 2511% f ' _ SANITARY -LINE .._ -- ----- --� 6 •,� / � L 3�'�� 9A N M H •� \ CJ�'.�� " CrP2 Q •�1 � r af„:// Cori9 V ...v.,, . . 576 / / r• .•67- &le r .. . �005.4� Iz- I I!.I>=�1 P I P G ram,i�g / \ a •• ;:-.ii,:, 7 v/ _____ 7 ____p,___ , li A-TER''i_t4-0j _ _ -0-- _,I -d • ,,,t - ----- - - - - _- f - _ - - - __i 'i r ,• XIST. 6IR6.D5 Me.II-116I14 BO tGotr'ii i(1/-,---,7.-ala,t,,1/4s-A.N 9 • - i5 i.._.E-S5 • • 1J - - - f 4.lov Jv,..,1). ---r---- ds.... ` 1 .-. - - - - - ---- -- - -- -- --- -- ..E- 'moo oar cats .�s . - r '1'..g 4 . . - - - - -- -. - ..-.-. - _. - -__ - _ _ . . . , 1*--"-- 4 d / ,1,(P. 1 r- . , , _ .. , _ __ _... .____ _____ - (- 4 Co 11-%7 s • 1 (Qn r� _ - -/ _ I-- - - - - - - - - - -- - - -- - . Sp,t•irck- S1 5R RIM 4- 3 - -t-T-4-653 - --- -- - - - - - - - - --- -- - - - �52 F. 49. 7� N. CExiS"O2 ' 5AN MN. 14 I.E. 4S9, <cZ olll Z - I. I N �s10.a14 - Al. •r G _ Ser _ ... , SAN I ?A 6?- , i�l�Fz _ 1 s . o-ro�t�►s� r�r�1= o a� a I�tr. 12 - -_ - - - -- _ _. _ _ - 4 I 452. 4 IN Rlk..,i,. sq- 8. 0 :.... , / I. gs I•.EE.. .453. 04 �U'� -- - 1.0 CtG) 51 _ __ -_ __. __ _ _ A - - !� :.F O---ao I +oo sto c, 1� A. 0 +00 1+00 2+00 3+00 4+00 5+00 G+00 7+00 . �. . AS BUILT 6/0 1 /90 L Pro1ecf /544 Sheeit 1 2d - . •S . r_:_�: ._.. �iiiiiion•riiv��rltiiii �iur•r ��rI.� l �e��tm�a•az�,�x��- 11 I , i I i I 1 I I 1 I 1 ► 1 i . _ _- �-: 1 1 1 1 1 1 1 i i I l r > I 1 T 1 1 •- IV ©�1�®4 , ,. ' _ .b• - '1 s' 7 8 9 10 11 �r';'•r 13 1 • _ _ _ ________ - _________________ . ______ _ _____ _ _ _ ____ __ ____ __ _ _ __ _ _____ _____ ___---- .. - — -- Milealll , Ill • —,', IIII I I I I I i i I i r I • I I i B i 4,‘A • 1,.._._e_,.i..__1._...,1___1,__L_L..1.,1 • • , , ' ' keyrie7.1,, ,,'.. 1].1.‘...-'•• . i - .'• ' • 0. /:.* • • fi , . • . . • • MiiiiiiIMIMENIMEMini....111111.1.111.1.111k. . - . • . • fri H. 1 1 . 6Efi Sin ti. , \ . -... • 111 \-------\----\----\\1 \39 \\\ a It \ \ / ijemet a . ‘,\ N, -,... .rife... ••••_ ,_,,, --......\ \ :.•; .• I AN / sit. u 1 1141111 \ \ V 1 qs t.„„ •.......: (iPco;::: .3, 41).1-1. c*ew R til i.A • , k 7 Alh 41/1 • \ • • 2' N& \ ks \ 9 1 1 0 1 e.e 1.46. II ,,,.., : . i \ , RI 444, •, 1 5 / Z s*,;:.,.. • )mH. 1 •- -\x'L.-r. %. to . • A •• ,t•-i-.si t 4 4 , ...A i / ...„,....f- 9- , ,. . . . -rAt+7 • --• LF_-. ->•,., e__,\c. I (1,...pvc , i ' so.N . el...Jerz /------eptuci -zr-at- 0 wo.giv z. . .t lo i; foa-PISe 41 1. M H. 2 0 , 1 ( eArveme-wr / , e- .6.1.1. 4.0. 240 Cin \ \ Rim 410- le. i_ of-- . 0,-1. Z;i1111,...111\ . .11 %\‘' 8 S. • 7,i4.:• 71A„64'195AP- ‘ .000 1,04 b ,...- •----- - comPlf-• I / / STA. 14.14. rZ . iv;-•:.': ....- -1 . ' % or. (.0 isr .....- *41 Ilk- • v.- 4 • - ___ • 0 > 2)k-,... . r 0--.. -01111'..------ ----- -r \ \ . 1, , r._1 ' .-Ar... , . \ roil / . L'•F"--.9"5 - 7-- ;r1 a® . 4".• :•• . 1747 V 114!IWINF111119 ‘ crt-- '1,41/4. 4-4-ZS , 6, ,.,i........ .di AN. V' • •• •ji.....• / // / 41 .ISMTBM • k...Za i, ---. aloft • 0 06 ;,,7., ' : (i) lto \4;r.id 40 A •-• SI. -,6..5.....1-.•••••• -• • • • II :$ ' • / / / PIN. A 6 \ . 0.1., - , • 1 . . 0 WO ..:...........-f ''. ..............„/- 0 Ir. / ,',-..... 0 .• \ 0 101 setJeia i 4 py, b:•- Z ,' ,,1•:: re:745- Losi4glefewr 5^501-iarr _ • --- 0.0.----.641 1 .„.. 1 \ 41iiiii00,11111,001 es , AN / 1 1(°‘JE42 8 Y i p :';4•'.; >••••••#‘ . t 1C7 1 `1 ; . f 4 5 / D-441 I 1 (4Vi ,.. , . —. -.... ___________4 _ ,,.;•.... 41°01110 /, •,- • ...• „.„ //iii , i il AISTIC2 aszo6)1•IP @ S:we-P-- / // L / -TA. 70, . .,,•$.. , . / F"----- •:'-'-::,' 5 ;$1 . MI..= 6, Z Oa 6„16 • 19 P•IC,/ ' I , k ....''....-'..'. ' , 1 N.. (1• 37, , -,....'"' • ' . \( -SI • / .• ., - • . , 1 .10 r..t% 1 . lif---47.--1" / I s-r..s-rA. 2 49.311- L.:I. Z Cla •• toidpvc.. Cr ' 11 \tz .0 r (0/ ( ,. •r• ' , / , ....... 1 0 1 7 1 \ < CC . .. N 04 lair rap.,14. 4 1 • I I PP•oPOSE.0 Cag..p.DE. e et. / \ 14.. \ • lik e..- s. 1.4 \ \ • Ss_DQ s 12- -- • , 1 7 11.1m. =71 %. Ki _, , \ \ \ \ ri 1-1,- /GA i Ciz 6.32 / • , •,,,,..,• \ i . ./e C:°• '- dram 11,1 \ VI SI • . 14-0 ‘ \. ' IT I \ _ * .- . ,,,..-• \ , rj • , \ . . ...--- • . \ girl= to..92 • 04* i 414 SAN.G.q.*vp =4 co ;:.:,.ii, 0 ›- ,, ........ _-•• , I .• --------1 , % N . . .1_ • t--- . gs. ' .ir,.., CC ' . '::;•:.- • • \ --iok IQ --- -- - _"1- ,ciPh -- < • ,,,•••• / -,,• --,- , . 1 \ 1 Usil Z • 1 l es, -6724 <.yr \ \ \ \ 1 1 • . - - -- .,:„.,•,„ ___ ti. fru N .. - - ----- - • 1 . .. \ 1%: • N ' o-ie-_.;-•••W.••:Zt-•:-,.,.,.),-:r,..,e:,1'..,'tf,-e';e.•.:,,‘.,,•:..5.r , ,• ••. •• . _\_ •----.,.\. \ .\ N.-.......,.... -. ,. .s.\1 \ __,__ .,NIV.._N..„ .....:4_• _1_6__ —I X ,T .t _ \-1--------1i—r-<--7 ._-,.............., ----•••••• \ 19 fI g6+.,.c i(6fi.u.r.s2E i„2td)v..o1"Ae0.Ncp;.:..4O 41`.4L.PR -1- -- - -2+ 006 20 MOUNTA. __ _ — " - - - _ 1 0+00 100 , .,y211L. . As .11: -- .. _,.......----- N......................... -- - • :- s .‘ t . 1 . ......- SCALE: 1"=40' NOR. SANITATzsr Sa•sMiz 17- 43 ... , ..,•. .',F • . .'A....' 1 1 • 'N:'-' . ....••••••Th"'"... ..--.....-A \,,, 4 . r, ...••••••••• --__ I.‘ . •;,.., HC.kg : 1 1 _I 1,,,,• • '.r•"•*:: - -- -- - - - - - . - t•.••.- -- ___,- ___ __ __ _ _ _ _ _ 44 . • - i _ ,•,.:7 _ _ __ _ _ _ - .• 1,: , _ _ -- - - - _ _ _ __:___ _ - 63+ Z . a .• . :'.,• . _ _ - - - -- -- - / 0 - • (g0 1 1 ....,, -- ---- n ---- -- - --- -- - - - - - -- - - 0 _ _,...„....1. -- -- -- - - -- 1 : .. ib° In -1•L' 1 4v.r-f-t., , c 6.,*- - / : •,, ri 1 7- I <- - "P i . .r,,:.. - - . 1 z 6.IA eg / •,1. i • I ' __ alls-TrI7-. z.7 . '4I i GC0 1 .*•.:. 424, / <7..olet _ - >ciefir-Jcq U . 12ouNL, Al - / -44-Cdta --; /1 -t- .' ;:. • ; 2 \-• . - '-‘ ,-;-V • I 4,-------------- - - - -- - -- -/ • _ _ / , _ . • - / e-xis-riNcl, cf7--01.)t•-lo .\-1 `-bli\lq. - __ 4_____ __ _ - - ,,Z_ _ - -.-.1 &46, 6.22- i 7 _ •„, ,..•.,• ... -', :•' `, PizOPO eo c"IzADe - .. • 1 - — — - — --- — i . 00 . ,-.,:,•••-• 4, sEw :R- .• •:; // , F2•019os0 Al- 4, St..4612- _ ' - ,'7,' • _ _____. _ ._r p. _ _ __ — _ 0 - :'•:::i . • 4+25 SAN. r-114 1`39 f •/ _ ' .... •'' ::'; — — — -r.5.--teS?2s4uRN----- /- - -<?{-1 ----- 1 -- • . .... .7': ,''t • / 1 6.414-414?-4x-rc- Es-4-2 / .------ _ 600 i (1,Z4 AS 1,...2b .• .::... _ i ______0, 24._ a_ _ ___ / N" ' • _ — . .. —1 V -f-2-47 SAN.I-1H. I /7V-- -- -- 7- -- -604-7: -feriP. SALL 6.0. . - . ( (.0 • •;;'t? ' Z t'-'- - (1. ,I,, `,.•;:.', ____ _____ : I. ..77:1r.ifiacr_ -- . ' _ __,_ 1 , . / ike, i• ..._...... : , •:. •,•-••; C.2.2..1 Gl•i4 i ".' '''"..:• iP 14 1 (?2 147 e.. -6 (we5r) .- •;-i••,,,:• . „ ,;.,,•:‘, ..t___ -\ •- - --- ...<1°.--J• i„,,,,, ,.:•: ../ ' . , ....,•.„ A • \-/ • tn :;:etok . 1, la -- , - V) ,,,•.!•. ,:.::, • i d 'V -1,49r. -_ _ - - 7, ,,, • ' toio>( i ("to ......1 /12 5-11-i. _,________ _______. ____ _._ ___ . .. _ _ _ _ . ,7,3.r, , • - '"'" - ' • '',.r .'• ' / -1 --0-- .._ -yort--- --- — - - ---4 -----. _.--, • rt17;'" 1;.I;::, • , ka ar :f. :._ 1L4:5* . __ . ___ ____ -- , , •• '0` • CO 4-o SAN. m ki. W - „„,4 . , ° e•ocop _ 404 , x• k ... 60•40-71-:-606i-mv- , -,----. _ _ _ - ___ _ var._ — -- ____ _ __ ___ __I. e.._ Cipa4-QP-c4.4, I 40''• \ . 1 +a 6 ikr,•1. rett-i.17 cs, ‘1.1 izIt•Slogri - • - -- •- 1 .5. 4•426-4-9- ,..,*;.• , `9*- °-% T 6110-140:AsNAN",-.2162.1 -- , _ • . p: '4':.• % I.5- •- .' - 1,_40.24________________, n-f-oo c-. ..A,N N11-.1 ;ZI'?';... • er 02 - I.e.. .. .7 S .-‘,0 64.4.- = 0+14 SAN. 10-i ' - dP 4.+1 4 _____ _____ ______ - • __,_____ ,____ 1. ,i0.426.-24 1 t4 • I. — •;W. . . , • • _ . ._ __ __ _ - i.e. 6,4?-4.0,0 0,tr (5fpcszcpp - .) 4-- , \- co.<74 .4-47k - 04-00 sp,14.. ' 04 __ ___ ____ _ -4.- - :1* ' 69gt •------ 14-43. SAN. ' I • AN i IARY 55 LAI _..1.0 _r____ _ _ .______ _ , I f \ 1.6. 6,196,a96, I N HD leRci-11°A. . -- • t.f . ffi4.9, OUT 1- .) -.AS.57 --- - -- - - _ ___ _____ ___ _ _____ . SAM_TA 12-c( Iiij la 1 D21 • - _ _____ _ _ 1 ____ _ _ _ - • i T .__ • a+00 . . , ,,„, & +00 . ..1/..N.: Ot00 it 00 2+00 34.00 4+00 Ste;10 AS BUILT plle, '4'1 • . PrOi e Ci 154 4 SA eei /20--- • • - • 610 1/90 ,.. :, • _. ._.... .... . . . 6--- 1 , , 2 1 '3 i '- -4 . -,,, , -_ • .5 . -" - 6 7 8 9 10 Y•••• ii . , .- . . t • • 1 - . i —T-1--1f a• f f i 1 I f I f f f I f f • i f f f• 1 1 f f •1 f f f 5 1 f f I f I f p f• f 1 I I f f f f 1 I f f 1 f f f I 1 1_1_t--I -J..n • - I I ‘ ."*.**""%,.."'..' . • I / .7".''. . 0T 'PRIVATE DRIVE • • ..--- . Z 0 / • a�' . , i q f . _ .,,,i, . • \\,............„„............ (e.i... ............„..„..„..............„..„------.. . • • III > C21 t.:D ... . . . . __. . 4 • . Cf)....3,.,...„----- . . . . . , _ , ,. , , . . 4 . ....:w. . 0.. . .-. 0:, • j i E ..---'- ' 411%.%.,....i..• . ' • •01"".°)Idrii.-.-1•.Ilm --* Cf) • .. •.0•••000•• s.73.76.1.0 immionm..• sr. .°. '°..°°°... . °.....°-...°°......61.e e..a.•..4.I..6.°21 mg I.I.J74-..a: 19 :;'1."...n..°*".°‘..°'.°..-.'s.'''.aa"°-‘.. ...°.°- °--1.°.°'..-.1..-n''6.-.P.‘, !g..• . Q.. . CO • / ,� CO Z (.9 • a z • H o ; : \ t ..• CD Z CC . . p 0 0 Ii • 2 • : • • _. .. •• . u..1 . . . . • . . • drOftb 640 zy • Cr ...w....'".°7N}�I WELL HOUSEFM" DEMOLISH AND REMOVE FRS - - j):7 e/:1:1)://l. 1 1..: 4,....... ../ INCLUDING CONCRETE SLAB . THE WELL VY ILL BE CAPPED AN • 3r ABANDONED BY OTHERS . �+ „-------- /) if s.�'' . . �1� � _ , tk0______. Aw ��o ti �t U (Zit% 62,2:, 4r."..1.7 . jem, led) . 4C ar.6,50/%11 • a CC _ :Mil"- t.4 oZ • AT . < = . gj kid /74%#\:7\17°1\1 ......,. .......46245 - : • 404 J 62 • . . T9 § 1 .7 N Flo , ilLrim ; ; 1 • SCALE: 1 " 40' HOR `-620 . . , . • „ • , • . /. •,_ . . . ,,. , • . , , , , , , •\, i , , , , . , , , , . • `. , . „, . ., . • . . .. . . . ,,____:._:____ , 6\', i _ _ 0 N NI . /*--- --.. "-- Ilk 0 . i • ://). )) . ROAD RoAvF_ s ,. /1-------••■■•■1111-11111. \-9- a 4° o 0 n• •v o ort o � ;, , � i I 0. ,..0 zu („‹,p , � ; sl ,,.: ‘4,, ko 0 , ,_. 4,z . , , ;"'.',.; Arolli"".%P------1-\. < >ul % '°C).11..."\ < ...1 hy4 V CC 1 '�'iwl f • •� t .. Al r rti+r•. BUILT 6/® 1 /90 ZIh A:. AS - R s • Project /544 s17 eef 16/p_ ._. 1 2 3 ' 4 S 6 8 9 111 4Y h 13 1 __________ ______ _ _ _.._- __- ____ -.- _ __- ---- ---- --- ___ ____ ---------- - ------- - ------ -- - - - Y r Y i 1_ e I s I • L.�� � r I 1 e�_� _ _xe r .. air 21116. , ICo1.7OI V,G. .� 1 • . • . • .16 V.G 64.12 V.C. �4.Zo V G• _ Zg.71) (6413•60) 7�5 ! I ;4.r;. MO.0.084t,, .0 M.o. -0.3c I� t� IJ.tt (CoO2.O2)I ! (lv0(•8 ) Z ei s 1 / I ` t a COfO ,w•o. oxrl I m.o. - -0. 4•I / Q: 41 \ S * / r . • 0 v o0'1� ..0 i O C:)�, I I O -.1 /P �� > / • / �}- I > V: Cifi) J v 1 \ ' 19 0 Ill t9 • -' (Oh4 (1 v p:i ? \ N' N'> O • J) to + •.‘:: tD1,40 v, ,/ar \ 4 >: , — t--. > tv ,,s „ > �+ + S~'„ O CI\ ' _ I o v et--= I , , C2I � ' �� Zt c�, � cNt 1. o T:r- Z: —it) . N lc. N is- -- 1,- ‘Zil , • , \ 7,-..„.. 4 4 z i;) r- i , , 0.0 • >eN, ,c' t• Ni- t- 1: ' Tr I ti-,-I ,_ • ' _ _ av- CO ,,„ . .::.! fi t 1 - a.02 ,.. ,.„ -,x ,x,z 6,020 /{. 7 y f r0•� �o -O.Dlo1 1 I1 \ ,, ..--- () tz, ! az z . S T I o's‘ D :.•, . . 1. •,„. - \ , i „..: t , , I ICO :-.. \ ' ,.t- ', V c. S „ • 7 I 2 PIeOPOo•tiD GR t% / \ /---. O r,, y \ O , N Ir I PrzorociED GIZAt7E. „. o.• j Ar rap OP cures , \\ �s,38 +� __ CL4 �% _ r ' ar TOP OF GUlet3 CO "., . CIG1fINGGl 1< Ar IQ•C•W• \ --- 0' + .rr Ex�TIN� GteADE AT' r�.o.w• s I / in < LL1 �¢ ��s \-° :• I_I.1in . . , :< .- __ . e : Z __ _ _ _____ . . WEST ' • 0 . , . • CUL-DE-SAC 500 0 • 1". 40 HOR. 1 4 ' VER. • • • EAST LU • CUL-DE-SAC • .- CC 1"= 40' HOR. 1'1= 4' VER. 1 • • lalm. • e..,_ %. _..,..._, „..., ,.. , . g 44.6 . - 3c. V ;i \ t. I I MONUMENT 80XES TO BE CA5T IRON OR c^ j ., ^ I � r I ��� I I A ALLOY SUITABLE FOR HEAVY TRAFfiC 1 �N• 1 7 t r .4. —• ; ; I I G y LOADING �A I I '1 1 1/1AX /IIi�!.i��mrdar. '� Q S12E I CONFORM TO THE FOLLOWING ,- I'I-�Dri ... ...— �''TY>°. �I lI I y (�� I \. I `1. I I Gj' c C T-(P) - r !':,. .'' a - MINIMUM DIMENSIONS, I -�L 2 ` ! -- ' - I A. INSIDE DIAMETER 8" e GJfo �JE-1K1 / 8. OUTSIDE BASE • G �� I • r � I 2/oY� � I _ - - Gl ! MAX C'Ti'P) �� �� � O� DIAMETER 14" • Pr A p S — _ \ , rIG�R� �17 ` ti. •-• • .{ •�.• O O SC) C. HEIGHT 6.. TD 2 ' - 1 wI o I G1J� ��• `. tc-rP g ;�' ' `' G l7OWNwTRI+r�M �� { �O t --'" li� / \ \ \ __ ,v2' GL 'G' A G ' —� 0. T Iu- •I! \\ \ 1" '1•- on GF-0 1-152 FtOGt4 CD W N { \\ � A. CENTERLINE MONUMENT • I ` D GONG b Wf�l-l�- CT(P)rYP, BOX DETAIL D -� • .•--1 PO L.fit✓D 1 N V.1,1Ae.4-1256. _ \, �'ONGErE ` � I .I CQD pi SAPATO� - � '!/2"GL•'G'A G o • ,- Z' /4- -U' ,�I�•USHED �GK 6 D '1 -Co \ 7„ 2••_ 0" O�Uc�NEp POCK- NOTE: EL-EvATIUN /NT Tor OF GUIz'S �QUP\L•7 USE ALUMINUM CAP SET I/4" BELOW FINISHED / L-EN/A-nO AT" GEr11-E LJNE OF STP-EET • PAVEMENT GRADE r —� g § , • /// NOTE ALL MONUMENTS SHALL PLAN PRIVATE ROAD - - 8E EITHER 5/8'•DIAMET��t a 50'� j NATIVE OfAl FILL- TYPICAL STREET SECTION �'� '� --+ "" � o - ° LNGIRON DIAMETER 30S OR 4 INSIDE ES, STD. SECTION . , ,�� / I � f� -- - - •i� � 8 � W AND iN ACCORDANCE WITH Qom• II " ' 1'�_ 41 VER. - 8 �� aj qo 92.060(4) AND 0R.S.209.250(4). III 1 = 10 HOR. f 1 - 10 HOR. `7 \. 1 = 4 VER. _ r 7i o o • • I:,-.:, i .52) 0 e _ goi) —rs1 ,,, , c:eb 101 ± !-- I ' �rencn 1 f r_� i _� I s CENTERLINE I '-r' I I ( N� - en_er+ 8 B• . CENTERLINE MONUMENT DETAIL _ MONUMENTATION 1 �C *.• glil I I� ' 1 I 1 3 0— N d - 1 1 AIL: �. z c+ /� I' _-� s Q MIN 3 AC IN 2 LI-T5 / t—__ CURS RAND . l 7 ' ' fJ 1 uµvl�rurzl�b _ - - IJ `�IL TI VE E_ I STREET AREAS I OUT OF STREET AREA$ • ` .��t ( - �w cur I .. -- • -- � ' O EXISTING, r I \- � / S;",CF,.:ter Z•• �S- .. C� CG l7�Yc • I V - G - • 1 r - I 1 SECT;Am I p fit' NOTE. I • RESURFACING // / 5-O• C ` N PROFILE A-A 4' - SEC 9-8 3�-•o —1. ' ' '/ / / / f I o ?..-- ,r,i•-;"��:;' ON �' - 2' -C7" i3Al� !¢u - _ A a' 0� SEC _ 9 0' of �� . " / . ,,>;` ALL CONCRETE TO BE -� 2- 3� -4 /// �� _ �— ,t~IL.TEtz t'7t �N1�--�T // . : A �." ..•,� - -_ ♦� '"r ., GRADE TO MATCH .t - ti;� 1 3000 PSI AT 28 DAYS, cCc _ , g a ;C' SEwER P,PE �QR Z 81 15' SEWER PIPE \��� r///p/ICLASS eArxr,Ll t•,.:� ': sionvALK sLOPE. -�. fcX'T�NO � UI� GHA.NI�EL. REINFORCING STEEL . ,9 - .d _ ' w 2 -6" :J T I L:oncrete EaCn �' Cu Yd ConCrele Eocn ��1 '• � � •s���•' � 1 I � � - yLOPE Ah MEA�u1cl;D n TO BE GRADE 40. • • • / A ►. , t:,:�� ' Umi Ill OUTLET STRUCTURE • . . . . STORM LINE A 'ss ° ! ,7��q .-o aRwwutw? ° . 7 x,'1 •ACKfJLI / p w•' <4 I< 14,1 oa N.T.S. „I --- /I�/� ' ` -+ —�.►-+I 8 • /// -ill `�G/` o ti G i - ^ _ au :oncrete to De 3,JCC,Cs . •o a I • f 1 ° • •• W ,. • • 5' CONOZere ,SGUElJG.(1�. lo• 1 I. slump o .o ° •••° ° o•-• m I ( • \• w{,, I{ - - Z ,ypr,?_v {' • Anchor wo:Is to De eauorly sooceo a '•_T •�'••: t I A: -- *n I /2...e \;� I with maximum ClstonCe Cetween a c 4 `• : • -° 1 I ' ' ' � ;{ II I walls to De 21 ft cn slope measure 1 Z - ° .a ° 1". .0 A; I I z •L. -.- -l4- : - y '• I o• - - --�-- n . . -i --11 " - • , / 'I II Place wall immeolctely Delow Dell �- • ° ! ' ,.DewheosDle P ° • • 2..U:.J. -1 - . -•" .-.- �� � 1:. _ - . --�� �� giTp M OP lit-EN U-( 1 _ _ E y�l 4 • - o j 21" c i2 ` I '?°?k.` •31*- "d��• • r _ _. - p - _ - I 24•• • �- __ _ - . - - _ .- __ _ _ . s,,�,. -O Vci/Pf�7I� E.84SE.eYX.(' i_ ! SACK FILL IN STREET AREAS • V .'C N 1 ..'S-r E C R Q C'� E I _ I`.1 �4N,V+�G. --- WI:. �- •• -N••• ,--- - " .tr]/w S AGAIN7T Cure. FILL Roc,TO ^:>c - _ .. i C-0-1 5•_0- _� SEC -C rr3/ ora/w - A' _ `_0 .,. 4ta'; - \\ :,IF 7/1r IS NOT AGAIN'JT CUR7e.FILl.ROCK y • *� 2•eACK FItON CURD 1 I 3 _ 8 24" SERER °!PE 42 C,. vd Concrete Each TAIL PIPE BEDDING & BACKFILL BICYCLE & WHEELCHAIR RAMP AS BUILT 6/01 /90 i :: L." SIDEWALK SEWER PIPE ANCHOR WALL DE _ 1 tl_x. ry, CURB & • • h Pro ed /54- 9- .5Jiee4 120 _ , - 1 2 3 4 5 6 7 8 9 10 11 ... ]2._ I 13 14 -- ___ _...._______.___.-._ .____.______________________ _________ ___ .__ ________ _. _ _.________ ___._ _ _ _.____ _ ....___..._ .._ _ __.. _ _. _. _ . ._ _. __ _ _ ._ _ _ _.. __ __ _ ._ _ _. ___-_._ _. ._. _ _.__ ' I I , 1' I I , I I I II I I I I I I I I I I ,I e I I I , I l •, , I I 1 , , i 1 ■ 1 1 1 , t W-1' B, . hy,, ,_I_,(__ I ■ I , I . . , 1 ,.--,, - .1.0., .. . . . • .,,,:: ,rye•. NOTE: ,1.. THIS TYPE OF MANHOLE SHALL ; ," . BE USED ONLY FOR PIPE SIZE - �' WASHi1NGTON CO SLATY OVERSIZED 24'- 0" MAX. 12' - 0" MIN. I` 1 limi OF 24 OR LESS. WROUGHT LOCATE MAI*IO C• �' FR IRON GRATES WELDED STEEL ` DRIVEWAY A 11 R/w LINE 32� •.'': a FRAME UPSTREAM OF • B _ J t6, 16, 0 (4'MtIN) 8„ '•-•• MAIN SEWER LINE FLOW ' 16" •', IIMMO r 1 W CONTRACTION JOINT OPTK�IAL 1 AS SHOWN. 1 1 CURB I) CaDNCRETE TO BE 3000 P.S L LOCATION SIDEWALK . \ \ \ \ .\ \ \ \:1� /r / ' / / / /r •I 4 * " I C/1) . ---- -- 20" t Ili • �� I �� � • 2) EXTERIOR WALLS M.1Y 8E POURED -z 20 I I-I � �� \ —� ■i i ii i'� . -- NEAT AGAINST THE EXCAVATED . \ ,\ \ \ `�..\ \ \ �� / / / / ' l 5 MIN. • • 7 1 :111!; 51.♦�E StpWALK EONJO \ \ ' ' ,11,[ iiiz'; EXPANSION JOINT QJ� •• �� 3) ALL 2ACKFILL AREAS SHALL BE I' UND +J r---! lir IN THE MINIMUM DIMENSION AND �-- CURB JOINT j li .� 61. 33" l''III13 • 1111- _. - COMiPACTED TO 95% DENSITY, I t �� t� •,1 ill - A 18 . CO MAIN SEWER LINE �• �/ SIMILAR - SEE WASHINGTON CO. 13'- 0 _ 6'-0" MIN. 12'-0" MAX. _L6'- o" MIN 12'-0"MAX 12'-q1 J p DRAWING NO. D 104 A -.1*--1 / FACE OF CURB MUMMA CD • B� COLD IIT OR SIDEWALK ADJACENT TO CURB SIDEWALK AWAY FROM CURB KNIFE JOINT LMATERIALS: COCAST IRON COVER �-kil- MiATCH FINISHED WiADE of sTROET Tt?P P L A N -2"x2"x40", t2 GA. GALVANIZED PERFORATED STEEL POST. all) �/�� ' a FRAME a'o" 4'-0" �* 111 (SN Standard PIQp ) ;1-1/2"EXPOSURE 3,. . • i:. 2 I/2,•z 2 I/2'z 18,',12 GA. GALV. PERFORATED STEEL ST1FFNER POST • Z Q 4 - — - - RISER RINGS VARIABLE ,. " ., SET FRAME its i�,'• (maximum t' 0") �'' GROUND _ � j ' '�— O — 2 I/04 x 2 I/4 x36 ,12 GA,GALV, PERFORATED STEEL ANCHOR 1N MORTAR .�: - �' '- 1 I USE EXISTING EXPANSION JOINT —• 3■, M ECCENTRIC MANHOLE TOP. - , •i��'I"—`I OR SawCUT AI.D PLACE COLD JOINT } j 3/t3,x3 1/2".GALVANIZED HEX HEAD BOLT WITH LOCK WASHER, < 1,16.1 PREFORMED PLASTIC GASKET t .;'' '• I !I. 4 w NO CS-306 O OR S/16" • STANDARD sRt111" - , •`•• -:••" E E V AT I O N SEE o G s O CORNER BOLT. " _ �'• _ . . T/!6„x 5�, ,GALVANIZED CARRIAGE WITH FLAT AND LOCK a MANHOLE RISERS !'1,. •��� .•. I ! , • a. 3'-0" E O WASHER.2BOLTS PER RAIL PER POST. Z x F- 48" OR PIPE 24" `� 0' COMPACTED CLEAN I '� 3-O .r'� MIN. '.,- 2% SLOP = OR LESS •�_4-- WELL-GRADED 3/4"-0 '= I•' ?HI • _ STREET • , .�!_ _ e Q :'� O 2"x8„CROSSRAILS-PAINTED WITH REFLECTORIZED RED AND 60" FOR PIPE 2i" I. •:;'4� D ROCK -1xQ 7-1 •• -•-I ST kOARO MN RUNGS WHITE PAINT • ` OR LARGER <•• !IMIliik„ . • e•4,.. >kZc 12'14OZ. `6' 2" OF 3/4" MINUS 0 > o ° " :- �, I� • 6"wALls �� \ 0 2. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS • MU. N : -i�: ��. ics y0 •,;� TYPICALA. 6" •:• COMPACTED SU8GRAOE AND HIGHWAYS AND THE OREGON SUPPLEMENT. • . / UNDISTURBED EARTH SECTION A-A 3F-I BARRICADES - . M 6(,-8 BARRICADE DESIGN 0 .. ,• . LLI .. ..- _ 6C-9 BARRICADE APPLICATION ION �+•' .v: s • • • •• , '� ._ • • CONCRETE SHALL HAVE A M:NMUM BREAKING STRENGTH OF 300o PSI 3. ALL MATERIALS AND WORKMANSHIP SHALL 8E IN ACCORDANCE • • •IIIIIIIIIIIIIIIIIIIIIIIII I AFTER 2a DAYS 6 SACK MIx WITH THE CURRENT STATE OF OREGON STANDARD SPECIFICATIONS -' a °` C 4:t 1: cr- :i. SET IN FRESH - - U.I 'INSIDE DROP: - - 4) o CONCRETE a -•■ - - • • . '_' • .• 0 o I a` c v O GROUT, _ , , _ • .� •1 2. CURL JOINT SriwLl BE A TROWELED JOINT WIT A MIN t/2" RAD ALONG FOR HIGHWAY CONSTRUCTION. • • Cr MAXIMUM 2'0- T 'ep- - 'b _ _ o 12" LAYER IMPORTED - SECTION B-B BACK OF CURB. VERTICAL DISTANCE. �.. .. . 1 •- - _F c o o�� MATERIAL SECTION A-A • INVERT TO INVERT 41N BASE• I STANDARD MANHOLE STANDARD INLET MANHOLE RESIDENTIAL DRIVEWAY STREET BARRICADE • NOTE : WNTFACTOK t2EyIC&N HANPKAIIL r�T2 • i3-4 MtN.� _ • ' % . ,- si113M1T �iHOP nt�AWtNG !�' O OL. WATER MAIN I X �- 8" K:LYTONJ: COMRTGT UNITfl. • 1-14- I. • (SEE PLAN t=01i SIZE) j i EN61Neelc- Arpl¢OVAL , < • V �• DITCH LINE 1-694 7'--&„ 1 • CONCRETE STRADDLE = ' v 4 S" K�YtiTDNE �11-b. UNITf vt 10 BEHIND BACK OF BLOCK �` tl • CNtN �.:`:�... ■ .6 4��.'� RODOtNG —0" • 2"• RIGID COPPER // - -4" KEYr11"ON� CAI' UNIT I BEHIND BACK OF - I SIDEWALK 12" I 1 TJ x 2"IPT PLUG 14" — �/aRI�S • tic PAN -7 • i OR MJ x 2"IPT PLUG/CAP MIN. AUTOMATIC !Y4'G,-Te I'IM itA11JNCp - STRADDLE BLOCK DETAIL " � CpUK ' • 1 4" • *,„, ,,,,,L-t< 0 . . g cr5 n . CD 'SLO i - Ind - , ��.` 0 r. 1 I a �■i� L�� ~ V •' :, �� TJ x 2-IPT PLUG OR NW x 2"IPT _ •lagaliffilliffallial ■ KeY�TONE GAP UNIT a (l''ANytON �»��1; + - ' PLUG/CAP ,,DINT ‘---ClAze, ?Ola DIG�!L'�EkIALK 2 • ' :�i {-1 �_ 4' H. x 18" W. x IZ't?• ' - • de • 1101.1111Nril i P Csd. h TD > �t,J•/_{ '� CONC. METER BOX �� �" .• RICAN MADE ... MF'ACT UNIT ,,• / . - .. - '4 grle.e r 0,re t ^� �. CONC. TRAFFIC BOX IN Itt 2 BRASS QIdE IcEYhTON� GD / ,-- ` _ - . : FRONT OF CURB I AWWA APPROVED GATE VALVE { essiH. A I� W. x 12"P o •• 'MI __ & MATCH �LOpI; ;' RO �' r': ''� W/ 2" PLUG 2"BRASS AMER+CAN MADE, tIr 1�e'(yTONE yam• UNIT 1�� ,, •• GOMPAGTE19 F2EINI=D}eGL'Y7 2"RIGID COPPER : •kr_. - . - Avrvra Ap~�OYE� GATE VALVE ' •• 2t 2"SHORT " • x W ,� 24" n• I 4 - A1.1 4. ,' . 2" PLUG �a jj;� a • ��0'• . NIPPLE 8 b F{ .IFI NFi/1'�-� _ ig_I • .:3'. = •},_ . L• - LJ 2"RIGID COPPER �T! . .41' � __i�'L` t r, 9O° ELL L�XIhTINf> a - • / / o • • � A TO INT�F2L�GJCIFti� I ' - • tl SAND BED To TOP OF • .h "--F •' ,A••.��s':e � + TOP' 01L /;�/ x — �1L= F10 11-6LA� nN� I - -- . 3 ELL COPPER r. . L•::. -•" '� ,._ i. — - +*Iv■I�•� '�-.��✓ C . • �,a - •'' •-- _,•�� vAlut�= At�'1eOx. I •01.'► ' : � . . • _• • �>tl �eTa1l.l�n �,GKFII,L oft. I, � — — --- — ; Q APPLICATION• 90• ELL di �0 - p!t - •t�■ COUM�JE I'F !o N�iQT t=1'' .•° t / '�'. ;{,� �" >=XIGJfiN6, Oil... I CURB/SIDEWALK _ it : CUL-DE-SAC APPLICATION ' •• = �" . a 1 CONCRETE THRUST BLOCK p}rl}pE}2:1Y LINE -t1J. - 0- ' , ,. DK KING C�KAt�IULAP� ham' GOv h To I•'�TGH EXT'G Gf�Oa FRONT ELEVATION SEE STRADDLE BLOCK DETAIL = I — f t GDI"iF'AGTEt� FOR OPTIONAL METHOD , 2'-0" • 12"e ANt7 13AGgPiL.L..- ev6e OF 7112e-1/..Ia1.4‹. STANDARD BLOW-OFF ASSEMBLIES - - , 1 , I 1 I I ( I I I I I I I 1 1 1 1 t 1 I • • SECTION I 1 1 A A,,, X f'12.>L.)1• X . eo UNro, 4 %, -4 , " CAP - — 4uN1pACI UNIT' PLAN YQRANT. NI I,pl,Ji;K GOUF'hE-� L�3 ;JEJ:I�Eb HOSE ECTION "CENTURION FIRE a - KEYSTONE RETAINING WALL DETAIL A-442 6 wA,l 3 W MVO,3 PORT (2-2 112 LAST I HOSE I�Ot+OA NUT,ON,I-4 V2 ti.C PUMPER), 11l2" PENT OPR NUT, OPEN LEFT,COLOR+ YELLOW K U ! I • I,-O" eEP++No4Apc OF z. - . / lif: y• Q ,D' --+ CAST IRON VALVE BOX 1ASSEMBLY 3" OR LESS c cd '4. W it ; . COVER DRAM ' . ;,L. ' r,' N �/ _ _ ROCK W/ TAR PAPER 7. / -i i >' W iRim ti BEFORE BACKFILL •, z_ Q A.., Fr IfI •- . ,� i °Y j I'II fh 0 • :;_4 I MJ HYDRANT OUTLET ;y OI I- 3'' • ' �: 6'MJxFLG GV J� M,,,,,,,, 4. 3 1 r-: 1. `_ i b ram// ►�//g tt�l1 - l ��`�� /i� --r re-it_ J �PI- ' N� MAIN W/ MJx 6"FLG TEE I 6" MJ x MJ HOLDING SPOOL. (SEE PLAN FOR MAIN SIZE) 4 I I/2 YDS 4,•tc8 Y 16" CONCRETE BLOCK • I i/2=3d4" DRAIN ROCK • Z 11\ - - STANDARD FIRE HYDRANT � t � AS BUILT 6/01 /90 v) r Pra e11111 cf /544 Sheep ININ/8/20 - . • . 1 .tea; ___,... . . _,•-- - -_ aiilfr i uv�I>fl��ii� ���.�r�rod�iYeiltiilaiil+t11�1l��it iipn��ii >.�uooulr1u R��wvu=��� r�R�ui�utu �uw�uuuu��u����i ��s uu®u1 Ia. i - ■ ■ot�� 2 t(tttr�u 3 InuurlrsIrjlet' _ •5 7 _. - _ _ _-._-__.______..____.______ ______ _ __ ._ -__ ____ _ _ _ __ _ _ ___ ._ __.._ _...._.—_ ___ _ __ _ .. __ _ .._. _ . ._ _ . _ . _ _.. _ _ ._._ . . . ... _. _ _ ___ _ - _ _.__ . ____ _ - - - - ._ ____._ ----K . -, 1 1 1 1 1 1 3 1 1�_I 1 1 1 I �JcF_ 1 ' 0 1 1 1 1 1 . . . .#. • / 1111 ( 111 II ( \ \ ) / 1111 / / •/i)itiNV,,, E:* 44_,LZ1-1 ) ) ,... '- ----.......... --el°' . 1 Itl-ti 1 1 1I ( ( ( ( /// i • Z j , T , , � _7 / / : _ i / I I \ Of / ' • 0 1 , � , _ _ '-:.' i I 11 1 , 1 ! I T 1 !. I ( i' ,. •• • _.---_---_---4- / 7 / / , / i t ( \ \ \ \ ( r / _ • r w J� may. '�. � .. �_ r / / / / 1 / / I t i )iii ( / a \ t / // / 5. „,. _ I ( ,5 -_________ —� N . 14.5 - / 1 i rI/ / ) 0) ) P.:. I \ \ — / A / / / // // \ 1 1 I \ \ __ 1 .� - - - — ' , r I , / 7- 1 , I 1 r l i , \ J 0 ..-.,, • 07,_7; , r / , 1 ) \ \ , ( ....„<, I — � l r , l ! I ! 1 r •. I f l , 1 r , r / \_ ‘ N.; 1.... • a 1.7. J i 1 \ 1 1 , N < co < : / / , , , . If1 I / 7 1 /,z / / / t� 7 i / / / VI / / lig ) ) \ \ 1 , r 1 \ 1 \--- i r J iNI 1i----co-t —w. I 1 5 • / / ( NI=. ico 0 / / / I ill 1 I ) ) ) ; \ 1 I �� q / o 'e I ( ( -7 \4I '4 \ I /l';',; / / / h / ' / l / / / / / 1 i Ill _ —� / / i I a._ o j 1 • kt \)\-- --1---—,___ ------ , 1 \ \ I r - ` - 01 ,,.„, / // 4 i / L / / / / / / to i ) \ \ \ \ i ,., ---- __ _______A_____„___ _, ',,,,^ P Z 53 ,-.?; . / ino j_ L_ ___ i__ _ 44 ._ i , / .1 , i 1 . 1 \ \I .1-, ,>,:.„.--::,,. --_______, , ill 1 z ,,,----—I. ..., . -C1-4 i---- / / /it / // Illin , \ \\,1 i ) \\ \ I \ " \ i \ ( A. . . / / 1 ; / 1 ,/ , / il /1 / , 1 ,5 , 1 \ , \-1 1 , ,,--_, ,s - wilici ct: ,,, . / j / y kVii / / ONO \A/ • ) / / 147F1 1 , , , - - -;- -.:„.---- .- ' - / / // „!.- . ---00_,&_ _ \ ',4: N 0 1 / / / / ' /// // // //Z ----_---LI /t' // /// /'/1//ii /ij/ / i/ / y\, 0 0i l 1 finj \ \\\\ - xN ---„_ . .:--- - -------_-__--.-,_.7_7_—,_1--,--- - ,— 7A \.k.,h ‘-1- tx ----- ------- ---- ,/ -7// / :\/ //I/ / / \ , 1 \. •0/ / /,/ , j/ /! 1 I ( /r 1i 1 . 1Z,.... o1.t— ,w / 01 \\ 1 , / 111 / / , \ • / / / A \ / / I I Y // / / ) . i ( ( \ i i i i i f i , I 1 iv ! j 1 1 \1A., N\ ;\ N .----„,____-_-___----- ,------____:---,. , --‹,,,, , ,,. 7 / ___/ / / / 7 12 /\ / f• i / // / 7 / /---1---ifi 1 i 1 i t EL ‘ ,, 1 . 0 v..fzi / / / , / , , i L4).___i_3i i ( ) 1 l i 1 ii I i i i I ii \ 1\k\.- . ___,-----,_---:::::_____ -___L____ l -----r-T 7 1 �xi . . .. / / / LI_z____L_LI__i- / /________2_ _____ _ k 1-, • \ _____________________ \ /13 / (/`/\k, \) / o i"/ 7 , i \ \ ! ' Cf) • M tr; 71/7/ i1 W ,~oi r-- / / 9 I W • i / - / / / / ( I ] OC z., • //\ / -----\ .....----- —_ ______,.. T '`-,-, ..--.- -..---,,, \ i -;' -r.,/. / / __ _. ____ _ _ ___I / I / / / Q / / 7/ / / / / / / / / I / / / / I I imm. ji.: • . / r / \ 5 ' 1 WI I- ;.- / / /i)(\ / z -- ‘1 \\ --••;- - -- -i Itt6 I-- 7-L----/—. // // / Al / /1 /// / ii / / / 711 ) 1 \ / I / I / 1 1 1 I 1 I • Cr Cr) ..''''': . / -- ---COA° 7 / I/ / / \ . : . ' , , , '.' / \ / r- 2-4;i4e. , / / / / / /7-/ 7/ / / ) ( II i / i II / i / I I 1 / / / /:\ / ii / / i / // y i I/ / / /in/ / ( / i / / / 7 / / / iv ! ji i / 7 / / 113:-___.9 \ ,/ - ' '....."' / 1> --------- : •"m". _./.4. _7_1/ _ _j___\- :/ / 11/1 / / / / %-"/ / / / / / / / i / / / / ,.;; --- il 4 ' _\__________ ROA :) vs / ,__ , ... ,----, ->i; N , . // _ 2 n / / i i j �.;: .--, _ _ _ _ _ _ _ - -L-----; . / ,_ - -/ / / i' / / I / ' 1 / ' / / o / / / / / / // i // 11 / 7 : :,_;t4, A ,_ y i / vt. 11/ ./ / ./7 ,// l . ! / / / / iii,' ./ / / ' \ � 'i,,e� .—� ,� —/ / I �\ — / / I ( l 1 , T! //i0// 1 / l / / / I 1 ( ( / i Jl I I • %f ' 7 O$ / � \ A.. . 134 DR _ �% / / l � - 1.--- N / / I i / /' __....----- \ v.,-- ------,...,, qs,„ \ \ \ , --- so ___ / / ..... / , / . (141-31- I / 7 I/ / / / / f / ®. . V' /1^ / � ' \ \4i / 42' / / /// // 7 I , I / / / • / ______- ---- 3" ,,, . e czar ,-.:. .....,,,,o_ --7-- / -- , ./ \ \ \ / / /// / ,' / / '{ y P7- / i1/ / / / / °1 // / / / i , .::ii . / 1 e , / , (Pi / // /// //, '', - / -- - . ____,--- _- rir---111 --- -- z / Z . --- 40\ \ \ / // / / V / 71 /a/ / / / / / ( ( i1( /// / //////// ,,.,- , , i , ,., , , ' ,s,e..,. .„ ______ .------- , , / y1\ \ \ / /7- - / i / // L// / V 9: / / / / I I 1 /I ///47 // // ,.;.,,.: it. _____... � i— / \ I I,,, ,. AbT __,/ / _---- ._,--- __,_p_ z .,., - /�39 \ / / I i / ///0 /////////��� � is • � \ � / �� � 7 l cn / / \ \ V • aW // j--- • i ------ ___„_________, , 2 \ / • I / / / / 1 / ,, . / / 11 /I / - 6 PU 1 III 7/ / l9 1 '\ / 4 y' 1,// /i,/,4 (,11/ 44 A/ / 4,41 / ,/ Y / VI ,/ / " 2 / / / / / / ( X/ ///7/0", vil°7 // z / 1 .�,,.; .e,: • / A / \ - , • ,,-. � / � � \ \ \\ I / i : I/)1 / / i7,1\1\I! � fl �/\/ \ i\\\ - --N _ / \ \45 \ Z / // // / 1 I /� /I / / / / I \(i/1 1 \()/\ \\\I )1( f z / ..r___ - ___,-c _________ Air 4.....„--_______________ \ / j\ V , / !_//____ , dj 11 ( ( )/ SCALE: , =40 HOR. / / / / �- -- , 46 k \ \ -,:',q-, • •• ----- ,....--4-7 .------ i• / ------ \ \ - \ ,cap.u.r. . / / / ( ( ( hill /Mil) , / \)1° i . ,e, 4-1- ' , /:_______L j _i______L„. / t / / / / / / / -,:::;,, - . ti,..,.....--- „.......„-- .55 'eto ii \ .,, --„,--- _ --' yi__!______,- - ,/ / 7/ V � \ \ \ 1 \ I � $ 47 �*� � ' / 1 y 1 � \::: 1 / / , . ,.... 1 . 2C: a TIL.,\ , .... .. . N ,_. ..-- /lik0 W. if;a -------- .,,, . V , / / _ - / A / , ::. ; . // -2 r4.E. • ------- . _____ __________ _ ...... 00_7_ _/..._ ..... 7 _ / -... ,, / ,/,,, ( i \ , , . 2-Z' 1.y,...----- ____ , , A\ ( i i 1 \\\ yit': •C ><>' *44Z- -,--" kil: .4 -- __ N ' _‘010-' -_, _.--- --- - \ -'. , -- --- -->Z / / // / \ / \ 4 ....---- * , ,-, .... ...;;.<._ ._N.. ____ ...._ _ ..._ ___ _... .... . ......„.. ". W.a.ti \ i / / / / / \/\\ 1 I i 111A I I 1 r \\\\\\\\\\\\\\\\\\0\\\\\\ $ ' 4/ / ,..' "''' .,,_____,- 1 1...........„..--,--_____...,-".-- --.--.,,, • t$ ---- ..._____, ' Z'' ::21.1 . . _. 7 1 / 28/ / 1 i / / / / . il I ) ' 1 k , ',, Id \\\ V\ . •A7, - - - - •:-.4. . N-- -1 ., ' \ 7 y / / / \ % / i / / \ 4\ \ \ \ \ \ \A\ \ ' 9 Z1 / / ENS _ \\\ \ _ ■ _ e / \ \\ ,k LEG \ _ — c / / \ II / / LIGHTS \ _ 4 \ \ \ \ , STREET L G \ \ \ \ � CONDUIT CROSSING -� � � � \ \ 1111- - 7/' / / \ / V��CO / � \ <:a. \ \ ' • cgi .TRANSFORMER --rood \ -- / / / / • \ i:,.ar (4242 LA VAULT) H �- 1 �\ / / ( \ \ © MAIL BOX (BY . OTHER --35 / / 7 I \ ; - - \ I I I \ I I 25 1 \ � \ \ \\\ I , 0 WATER METER \\ _ 1 2 7 / / / 6 I \ \ \ \ 1 \ f i c:c : . ________ is / \ \ \ \ \ , •,::, 6, p.d.E.-- p4 . \ ‘IN1, c/) / / , a, i— Z 1 � 4._ \ r---- ---) „..,„ -__,_ :1 :.: I 1 2 1 I ) \ \ 0 . \ , ----- ----____ ______, . _ , ,,,,.• , - --__ -,.. --___ '','','i'..',,.,..:,-.. —moo , -- / / I I \ ) \ \ \ __,_ ------_, _______________.,---- / ,,,, ,. . --,,, ----, ----, ,, ,- • - . . , ----„, • .. , .i .• • . • . 1. .� • • - AS BUILT .6i01 /90 . Pro ¢c' /544 Shee /9/2o , / • WINMEN , . _ - W "�1r�i�il�� l•li�����r�dt>a; iiilsir��s �1�_ ili:ia iM� ,■lrli It�ir�1 ��■ 1uuli arllr! ■rI.aauN lIrrN OMIT__ ■ Irl 7.1��/�� �3 H�� 1r11 r 1Min ____________ ________ _________________.____ _..._ ..., _..._-._._._________________.__ _ _. .`___________ __ _.___._____. __________ ______.. __________________..._. ___.__...____ __ .._______.._ ._ .. . _____ _____. - _______. _.____. _ ..._._._____._.____ ____. ` -___ ____ ____ ._______ ' ' ' I— I ' ' ' I ' ' ' I .' I ' ' ' . ' ' ' S ' ' .-, I ' ' ' I ' ' '• 1.-1—I—I—t—.�1 ' 1 f ' ' Yt fit: • ,w• _ !4 N 0-104 FORARCA*TAN caSEErats. K w. '/ .� - w. B NOTES• -� PREFORMED IOINT nu.eR NATEINAL TO SC USED AS SPECW:ED NY 'T I.W R n0. S A AT E' • I. ENGINEER I • ToIO • 3 SEK .' ON1N[CR ONLY NI GONG PWIEMENT OR GUTTER. ANO TO GRC►O T11RON17N j ,'j�``?' .. : TNNCINESS OF CONCRETE. I I -- -,,W.�+N �1 Vs. TYP PEII CCTA0.. Ii,R woo OMIDt90N w- TD ACLOMIIIOp11TE LAl1�SY t•jr...-- A• 2. tCON= CATCH SATIN A --f -.1J A �' PPE OUL SFCCIF1m A ' -• 0 A 3 CONCRETE SMALL ATTAIN A maw* COWIRESSN1VE STRENGTH OF 3000 Pit. (I '___! : —.ten �- . A IN 2S DAYS. , . 1 4 L W APPROVED SY OMI NEER, GAGES MAY K POURED AGAINST vO1sTURRD CAM, -.-/.�+ +__I � � � PPr• - ICO • �!1 I 1 3. RACK/ILL SMALL SE COMPACTED TO 95% DOWN TI.pUMOuT• `., 3J4- G G 7Y► . 1 •1I1 Iillst• ER MATERIAL-SCE IL OVERSIZE CATCH BASINS • STEPS AIR REOUIRCD FOR DEPTH WKATER THAN ' IN7TE 1, ORM t� 0-101 . 4 FEET. IIIISOILL 2 R FROM IC► TO WON 1 FT• OF SOTTO*. Z1� X ,/2" '"' ` f I� - � 2 %ZX3r4 �?:' - WITI1 RECESSED I I SO EDQ FLAT We TIP 30.OM FLAT TAW w NOT Re>tA11 TD K USED K: culls MET ONLY. sa OR Na o-as. • ._, FOR MAC DtLDut set DRIB PO, o-O[, 2.-S. r.' ' FDR GUM oETAL SEE DWG. NO. o-GD3 Iy�♦ECIFIE L OR As C.:11 :4;" SPECIFIED NY ENGINEER I— f s SEE minas Nt1 CS-304 S X.2 t/2'X 3/Rr L :- SEE OK 11>D 0-1p B two( OP ►AK*EMT TM. S:1142- (111:1 *' POO SECTION H --- — I "" ^� ; + --+ • - 0 1 PLAN 1 I \\ 1 t �n `y. Rs W sorTDa of cvRe ►LACEMEPTT Str ot.o PLAN ? ' OF PAveME>+T c -+�SSASE - Na a-!Os s own No D-144. SECTION A�1► CO O sum Dos 3/.6 r� N2 'Vi x sre •� :,.. 7 t.• �., ALL sass SD EDGE FLAT WA De Eat . . Z Y23 II _____ N. DwNE3 )` T-- 0 �s s� otAIIETER , I I+ ... A ti MOLL _A 2T•*Ax PLAN�A SECTION ;oa FOR R >� PLAN ,, j 1 I FEW 0 VARIAIDLE < LL1 7 Y A E = w OUt PIPE t/4� »8"x • S->30�T ';j " • d i101 LD • PR0.ICCT STANDARD 1.-1 - 10 12- T Y ► E • I w. t - I I.W. • SECTION A-A sTANDwIIo ,' - I /2 ( I - o' • CZ - ---- Pt.ANs T t 0vER31ZE 2'-s 3/e' I s'-tr' I'- ,' ,'-o- s•�—W A 'OVERSIZE n • •;:, Q Q FOR WTE T•1•PE SEE owG NO. 0-,03 ,t•r; NOTES, SECTION B_B 1 W TYPE I Cla. PIPE W. LW I REOUiRE3 TWO CRATES. SEE ' REQUIRES 2 GRATES. ••'o or t. NO SUMP ALLOWeo. ORAICINf. NO. O GRA t t'.3 t/4' ►'. I T/S- } STANDARD I IO--•2 I I • -STANDARD aN0 �C��E7eS12E• ARE wAS►aaOTON 0 I I L SAcu R Of tie TO 1" TO *'STANDARD"IS "OVERSIZE- ARE {{ COUNT? CESNO .00NS �i, fACtLITATt fOR* REI.OVAI wIsI/N13TDN CQ OESIGN*710N3 'gVER312t I IS-.27' 2'-•!!4 2'•3 3/S- I '�� le-1(----e-4V—.14.4"-i• ILL BE ALLOWED.3, TOP aF WEEP HOLE t 'REOUtRL3 TWO GRATES 2 _`,.I SECTION A� Al SUIlCRADE. s STAHOARO S OVERSIZE ARE WASH.CD DEsIGNATtONs " �WASHINGTON COUNTY �WASHINGTON COUNTY WASfiINGTON COUNTY WASHINGTON COUNTY 7EPARTMENT OF LAND USE G R A T E DEPARTMENT OF LAND USE °�0 st DEPARTMENT OF LAND USEAlso sEE DEPARTMENT OF LAND USE FRAM E UNN1 CATCH BASIN ust Nz D-ION CATCH BAS1N awc No D-Ioo AND TRANSPORTATION IMILIJ - AND TRANSPORTATION a ova NO.0-104 AND TRANSPORTATION a owG. NO 0-104 �� AND TRANSPORTATIONCC +.:, OA7t ISM 1 DRAIN APWA NO. WANE COUNTY NO. DATE CIVIL ENGINEER I C WN APWA NO. vast COUNTY NO, DATE L ENGINEER I DRAWN APWA NO. ( WA9t COUNTY NO.1 OATS 1 Chit ENGINEER °ANNA APWA NO. wASNK COUNTY NO. .vim 1 ������ � '.,, f ..�—: �. i—Q ancc) D-- 10 3 �u_s t 5•S I—A (MOD.) D—I00 Minis •• # I c.s e V. I-B (MOD.) 0 - 101 //prlsc f-e i a� e4 1-C (MOD.) 1 D-I 0 2 1 F— I - • :.7...,:l . ..... ..,... . ...... ..........7 . i341t \ elk Va 40:1,st . sel.-= ... a.„, •',?4...::-; \ A I A • r 1/Z-.' 1"." t • OF PT • PLAN VIEW- STANDARD CURB & GUTTER�1 CD fv5- § • .3 1 I � FLOG.LUNE "c; 2�(;�,� •ti - ry2 TOP of CURS \ D• 24' L I I e Qb t y2'FALL` I '� ...-4. __i_ , tri 1 TO g s' SEE NOOK �1 _/ G • �♦ tl I L. I ' • • OAR DETAIL a 1-- -�.. I I 24" ; - 2N-�j r g •« SECTION A —A • - Afi;•, ,,:4,,,,I,:;. �. }^NAME G -----NT SLOPE _ 1,/'. in• ; 41 N0:3 ,♦ I. 1 1 MAR• -Ai • e ..L1---•--1 4. SECTION B- B V7. SECTION B-B L.tHOOK NOTF FOR PLAN a ELEVATION SEE S�',,?zt DETA L BAR DWG NO. 0-40 !1 0-.01. '� WAS NGTON COUNTY 7 WASHINGTON COUNTY CATCH BASIN — EPARTMENT OF LAND USE RECESSED CURB .N LET EPARTMEN T OFr LAND USE PAVEMENT V E IV!E N T TAPER • •r AND TRANSPORTATION AND TRANSPORTATION -`,-, DATE / Ciw 9t l.ENGINEER DRAWN APWA NO. 1 WA cowNRY N DAT • o. E ova.ENGINEER t DRAWN *PIMA NO. i vast cous Y NO' / i-r/s` 4/�.--,- -- ,res �•es 2 ( MOD.) D I04 /h744 i 1 g Z......6-- t o•at& NONE 1 CS -30 4 .A. 4 { r •a �' ,'M1 - . L\ Z1 '' f° AS• BUILT ' 6/01 /90 — , ., Sheep Zb/zo - . . . . • , _... . Prof¢c.� I54g - _. tea....---. _ ... - .; .,,... __.�_ ., ....- fS L C ' .[ I"T'[T 1 f I. C I i 1 [ 1 1 I L I l [ I I I [MI �. I (- I ' ]2. T3 14 1 2 3 4 5 6 8 ,r,4, , a