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HomeMy WebLinkAboutCattail Creek Subdivision Phase 3 .",D1y'T A CATTAIL CREEK SUBDIVISION APPRORECORD DRAWINGSVED HASE 3 E F zom A.,l D& , 2 ICi OQSULTANIS oy l� CITY OF BOZEMAN, MONTANA �lYY Prepared for FJ C SANDAN, LLC 13 S. WILL.SON AVE. J LEGEND BOZEMAN, MT 59715 SCHEDULE OF DRAWINGS �y Z � 6 I:i A EXISTING DESCRIPTION ' SHEET N0. SHEET NAME GROUND WATER MONITORING WELL w ® - 1 COVER SHEET V) N CURB & GUTTER ~ ® INLET & INLET APRON 2 NOTES o ^ Y rI r--- _ w FBI r � I 3 SITE GRADING PLAN / SURVEY DATA/BENCHMARKS Z C(A TTA 24 H SD S AE N I I 4 OVERALL UTILITY PLAN tPS3, U ("� o O MANHOLE -a) 4 �� 5 SANITARY SEWER; HULBERT ROAD Lu U W CC U 5 SANITARY SEWER { C\ Q Q Q Q 4wz 8 se € 6 SANITARY SEWER; HULBERT ROAD J W WATER MAIN O 7 SANITARY SEWER; FEN WAY a� FIRE HYDRANT 8 SANITARY SEWER; SORA STREET u�w T� BLOWOFF HYDRANT ; ` �� 8 �� 9 SANITARY SEWER; BLACKBIRD DRIVE '� m 10 SANITARY SEWER; SUNDEW LANE VALVE N I UNDERGROUND TELEPHONE g �� 11 SANITARY SEWER; WARBLER WAY Q Q Q E OVERHEAD ELECTRIC N r ] c_ I 12 SANITARY SEWER; CATALYST STREET 13 SANITARY SEWER; NORTH 27TH AVENUE GUY WIRE & ANCHOR I In€� 3 14 WATER; HULBERT ROAD w LIGHT (LIGHT POLE) I - �_ 'a,, 15 WATER; HULBERT ROAD Y >T UTILITY POLE I I A m m m i 16 WATER; FEN WAY CENTERLINE MONUMENT L� 17 WATER; SORA STREET DRAWN BY: RLR DECIDUOUS TREE If�l I I I - s< I .I� I I I I �LAWrs t8 WATER; BLACKBIRD DRIVE DESIGNED BY K� W CONIFEROUS TREE a..dll �6�rrJ// g QUALITY CHECK: 1 I I 51 ' 19 WATER; SUNDEW LANE O SHRUB OR BUSH DATE: 1/4/05 I I+^e- JOB NO. 603-050 _ 20 WATER; WARBLER WAY i FIELDBOOK - HEDGE 21 WATER;:CATALYST STREET WOOD FENCE Uri dl ® I � `""`I- I I 1 ®❑� 22 WATER; NORTH 27TH AVENUE I �fl -1 WIRE FENCE I Ennn®� � � _ 23 STORM DRAIN; HULBERT ROAD CURB STOP 24 STORM DRAIN; HULBERT ROAD BUILDING VICINITY MAP 25 STORM DRAIN; SORA STREET, FEN WAY, WARBLER WAY ® 26 STORM DRAIN; NORTH 27TH AVENUE, PONDS 0 STREET SIGN y 27 IRRIGATION; DAVIS LANE M ve+ CONTROL POINT --- 28 STREET GRADING PLAN; HULBERT ROAD - N Lu I TELEPHONE RISER 29 STREET GRADING PLAN; HULBERT ROAD Q ELECTRICAL BOX 30 STREET GRADING PLAN; DAVIS LANE —--—--— EDGE OF ASPHALT - — -- a.31 STREET GRADING PLAN; FEN WAY ----------------- EDGE OF GRAVEL 32 STREET GRADING PLAN; SORA STREET, FEN WAY & BLACKBIRD ALLEY' Z 5_460 SPOT ELEVATIONS . 33 STREET GRADING PLAN; BLACKBIRD DRIVE O 46M _--r CONTOUR 34 STREET GRADING PLAN; SUNDEW LANE (/) F W -- EXISTING GROUND IN PROFILE RFAT FALLS 35 STREET GRADING PLAN; WARBLER WAY 5; 2 ui FINISH GRADE IN PROFILE \\ 36 STREET GRADING PLAN; CATALYST STREET Q Z DRAINAGE EASEMENT l.`. _ 37 STREET GRADING PLAN; NORTH 27TH AVENUE ? M. ELENA w UTILITY LINE IN PROFILE 1 - 38 INTERSECTIONS — W N W HUIIE 39 INTERSECTIONS Y m 0 E AN BILLI 40 INTERSECTIONS uj U 41 DETAILS --- - - 42 PEDESTRIAN RAMP DETAILS L) 43 STREET SECTIONS AND DETAILS J PRO.IFCT LOCATION 44 STREET SECTIONS AND DETAILS Q 45 MAX AVENUE AND CATRON STREET DETAIL LOCATION MAP U CAD NO. B03-050-01.DWG SHEET 1 OF 45 61 w U, zoo GENERAL NOTES.- =Z- SANITARY SEWER NOTES �3 1. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN WRITING AND SHALL BE RESPONSIBLE FOR H SECURING THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE BEGINNING EXCAVATION. 1. ALL SEWER PIPE IS TO BE SDR 35 PVC AND MEET ASTM 2, ALL POWER, TELEPHONE AND OTHER UTILITY POLES OR GUY WIRES WHICH INTERFERE WITH THE 3034 STANDARDS. E„ CONSTRUCTION SHALL BE REMOVED OR RELOCATED BY THE UTILITY COMPANY. 2. EACH SEWER SERVICE CONNECTS TO THE NEW MAIN WITH A 3. THE CONTRACTOR SHALL EXCAVATE ALL WATER LINES PRIOR TO BEGINNING TRENCH EXCAVATION SEPARATE WYE. NO TEES OR DOUBLE WYES ARE ALLOWED ON TRENCH EXCAVATION TO ENSURE CROSSING CLEARANCE. THE CONTRACTOR SHALL NOTIFY THE THE NEW MAIN. WI z L BOZEMAN PUBLIC WORKS DEPARTMENT PRIOR TO EXCAVATION. O- 3. ALL SERVICE LINES ARE TO BE 4" UNLESS NOTED OTHERWISE. V) (�i 4 EXISTING FITTINGS ARE SHOWN, BASED ON DATA FURNISHED BY THE OWNER. THE CONTRACTOR Z J SHALL BE RESPONSIBLE FOR EXCAVATING FITTINGS AND CONFIRMING REQUIREMENTS PRIOR TO 4. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION Z ORDERING NEW FITTINGS. BETWEEN OUTSIDE OF SANITARY SEWER AND WATER LINES. N 1 N tL , 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY PERMITS. 5. MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN o o W W s OUTSIDE OF SANITARY SEWER & WATER LINE CROSSINGS. In W 6. Al CULVERTS AND DRAINAGE DITCHES AFFECTED BY CONSTRUCTION SHALT. RE RESTORED TO ORIGINAL CONDITION, UNLESS OTHERWISE NOTED ON PLANS. U Ln 7 ALL STREET & TRAFFIC SIGNS THAT INTERFERE WITH CONSTRUCTION SHALL BE REMOVED & RESET BY W Z m CONTRACTOR. 0 O O 8 ALL STORM DRAIN AND SANITARY SEWER MANHOLES ARE 4'0 UNLESS OTHERWISE NOTED ON PLANS. z O 9. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN OUTSIDE OF SEWER/STORM WATER NOTES E.I maw GRAINS AND WATER LINES. ^N G, J .) e6m tO. CONTRACTOR SHALL REMOVE ANY OBSTACLE (FENCES, CONCRETE SLABS, FTC.) THAT INTERFERE WITH 1. ALL WATER LINES TO MAINTAIN A MINIMUM OF 6.5' OF CONSTRUCTION UPON APPROVAL OF PROJECT ENGINEER. COVER TO TOP OF PIPE. a ro 11. SEE SPECIFICATIONS FOR CITY OF BOZEMAN AND MONTANA PUBLIC WORKS (MPWSS) CONSTRUCTION 2- MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION DRAWINGS. STANDARD ARE BASED ON 37' WIDE STREET. MODIFY STANDARD DRAWINGS ACCORDINGLY BETWEEN OUTSIDE OF SEWER/STORM DRAIN AND WATER O O O TO FIT THE DIFFERENT WIDTHS OF STREETS ON THIS PROJECT. SEE PLAN SHEETS FOR WIDTH LINE CROSSINGS. -` CHANGES m p i�ijV/ 3. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION 12. CURB BULB DESIGN PROVIDED BY INTRINSIK ARCHITECTS. BETWEEN OUTSIDE OF SEWER/STORM DRAINS AND WATER w x LINES. 13. ALL CONSTRUCTION WILL CONFORM 70 MPWSS (LATEST) EDITION, AND GI1V Of BOZEMAN 4. ALL PIPING TO MEET AWWA CLASS 51 DUCTILE IRON PIPE. m m MODIFICATIONS TO MPWSS 11 F 14. ANY EXISTING OR NEW VALVE WHICH CONTROL THE COB'S WATER SUPPLY SHALL BE OPERATED BY 5. THE CONTRACTOR SHALL INSTALL MEGA LUG RESTRAINTS DRAWN BY: RLR COB PERSONNEL ONLY. OR CONCRETE THRUST BLOCKS AT ALL WATER LINE FITTINGS, VALVES AND FIRE HYDRANTS, AS DESCRIBED IN DESIGNED BY: KEW 15. THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO THE SPECIFICATIONS. DUALITY CHECK: BEGINNING ANY WORK. DATE 114/05 6. FIRE HYDRANT ASSEMBLY INCLUDES HYDRANT, AUXILIARY JOB NO. 003-050 16. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. VALVE & BOX, DRAIN GRAVEL AND CONCRETE THRUST FIELDBOOK BLOCK OR MEGA-LUG RESTRAINTS. SEE MPWSS CONST. 17- ALL INTEGRAL CURB AND GUTTER LOCATED WITHIN CURB BULBS SHALL BE PAINTED YELLOW FULL STD. NO, 02660-4. WIDTH AND SHALL HAVE A DELINEATOR INSTALLED AT THE BEGINNINC AND END OF ALL CURB BULB TAPERS AS DETAILED IN THE PLANS. 7. ALL WATER SERVICES TO BE PLACED AT THE CENTER OF EACH LOT UNLESS OTHERWISE NOTED. WATER SERVICE STATIONING FOR MULTIPLE SERVICES SHALL BE TO THE CENTER OF THE TRENCH. M uj -SECTION OR DETAIL SIDEWALK NOTES cl) A DESIGNATION SYMBOL 3 1. CONSTRUCT PEDESTRIAN RAMPS AT ALL a -SHEET NUMBER WHERE SECTION CORNERS WITH 4" M4000 CONCRETE (SEE I S SHOWN R DETAIL SHEET 42 FOR DETAILS) Z 2. CONTRACTOR TO CONSTRUCT SIDEWALKS ALONG 0 OPEN AREAS AND PARKS ONLY (THESE AREAS ABBREVIATIONS ARE SHADED ON THE PLANS). ALL OTHER SIDEWALK SHALL BE CONSTRUCTED BY THE OWNERS OF EACH LOT IN THE FUTURE. ; Z ARCP ARCHED REINFORCED CONCRETE PIPF MANUF MANUFACTURER M Q ILI ® AT MH MANHOLE W CONC. CONCRETE MIN. MINIMUM = W O CONST. CONSTRUCTION NO. NUMBER O Z CT. COURT PVC POL YVIN YL CHLORIDE Y 0 DIAMETER RCP REINFORCED CONCRETE PIPE W m D.I. DUCTILE IRON PIPE SIM, SIMILAR DR. DRIVE STA. STATION W DWG. DRAWING STD. STANDARD ELEV. ELEVATION ST. STREEI U EXIST. EXISTING TYP TYPICAL F.E.T.S. FLARED END TERMINUS SECTION W/ WITH J L.F. LINEAR FEET YPG YELLOW PLASTIC CAP BUTTERFLY VALVE B RECORD DRAWINGS a.F. APPROVED Q 1 t I IM;t.� �/1 ;�IIP,IJ U NnME l+�ii, TITLE DATE Z,D�� THOMAS,DEAN&HOSKINS,INC. ENGFNEERING CONSULTANTS GREAT FAILS-902 M-W SPELT I�S�ON WASH MTOA%AN CAD NO. B03-050-02.DING SHEET 2 OF 45 El `- 61 �°C i� UQ z z2AIRo z- o= N r ERT ROAD16 1 16 t I C�`'/ 9 I I w o I �1� PARK 6 5 (O°�� I V) Q z of W$A w N W W o z li U) m A za 3 I 14 3 I 1a 2 �� i �" '�a o >_N z m It 6 II mII \ m �� wUUU � WJ oA nA 11f l A' iz 3 O2i m I www xC �aw�z a z0 CIO n o D 460 z > o A oC; A n y > < 12 rn 5 m 12 5 �I I > W m < \ a — — s I 6 11 elq, CATALYST STREET 7 I �'s t 0 T I `00 �A 3 w II II A 4 8 9 I 8 9 ` \. 1 fi co m in \\ DRAWN BY: MMJ DESIGNED BYQUAL : KEW 6 PARK I ��� e�OC DATE ITV CHECK: 1l4705 SUNDEW LANE / �2 6� JOB NO. B03-050 •f FIELDBOOK 7 8 9 10 11 12 13 14 t 7 UJI r r Cie _ ,h a z z O v� a � c7 oa z Lu m � o cn N Y m 0 W W NW U J RECORD DRAWINGS < APPROVE19 NArnE ' TITLE DATE V TD8C THOMAS,DEAN&HOSKINS,INC. ENGINEERING CONSULTANTS GRFAI us-eozeuw-wuls W veu W� ON 0 100' 200' 300' S C A L E CAD NO. 803-050-03.DWG SHEET 3 OF 45 T A",,, El = 61 P° M �,ON azo U ZO= 1 f WATER PLAN W�'A'TTE'R PLAIN SANITARY SEWER PIAN �No SEE SHEEP 15 [SANITARY SEWER PLAN SEE SHEET 14 \ SEE SHEET 5 I I 3 SEE SHEET 6 FI y W W W W Q S W S SD S r_sT SD S,-- - -SD S SD ISD S SD _ _ ' ' FBI Ei1 _ LAN STORM DRAIN PLAN I' MIN Fi Z SEE SHEET 26 F+) F• m I WATER PLAN _ STORM D N i 1 � WATER PLAN SEE SHEET23M DRAIN P I 0 SEE SHEET 16 SEE S _4 1 j/l �fl SEE SHEET 20 U? DRAINNEET 25 1 j 1 1 11 j I F-I W WATER PLAN a SEE SHEET 22 I J SANITARY SEWER PLAN U1 [� Q f m SANITARY SEWE UN F j I I I SEE SHEET 11 - SEC SHEET 7 Z m My Z 1 i 1 I I Z f WATER PUN I 1 O SEE SHEET 1 T I i I3 Z N r - STORM DRAIN P17�N1 I I i L`� SANITARY SEWER PUN m l SEE SHEET 25 1 / i I SEF SHEET lJ I w ac CC cr II i G P m<nm 0 a L LL Z 1 SANITARY SEWE O�-Il YYE�1NN O _ SEE SHEET 0 ` - WATER PLAN F d IO \ ak SEE SHEET 21 I Ii O O —WA�ER P L^ - _ SE SII�ET: \ STORM DRAIN PLAN I II ,p ONE \ SEE SHEET 25 SANITARY SEVER PLAN a�I I" N 03 SFF SHEET 9 \J W xn nI W W Q Q Q O I _ SEE SHEARY SEWER PLAN_ � SEE SHEET 12 - - III W m WATE l \ 1 N I I ED GOfn SEE 19 \ - DRAWN BY: MMJ W W D I DESIGNED BY: KEW I QUALITY CHECK'. DATE: 114105 T SANITARY SEWER PLAN IRRIGATION PLAN SEE SHEET 10 _ _ _ JOB NO. 803-050 SEE SHEET 27 I FIELDBOOK F ch Q (L z a z � Q a o > w 2 N O J U Z N Wm Q W � CONTROL TABLE L) O Q POINT NORTHING EASTING ELEVATION DESCRIPTION Q 6 12235.66 7603.97 _ 4644.96 SPIKE RECORD DRAWINGS 21 12568.84 6323.01 4641.50 _ _ 2" ALUM. CAP 22 12545.70 4871.56 _ 4647.37 - 1 2" RB W RED CAP APPROVE©. ,7jiP Q 75 11483.41 4875.17 4666.86 _ 1 2" RB W RED CAP V4 (,� 84 11521.05 5990.07 4653.21 1 2" RB W RED CAP — -`NAME TITLE o E 19 11713.88 7550.16 4652.37 2" ALUM. CAP OILEWISTON TD& THOMAS,DEAN&HOSKINS,INC. 0 100' 200' 300' ENGINEERING CONSULTANTSGPRE�-BOZEMAN-K"PELLwASNlHcof IDAHO S C A L E CAD NO. 003-050-0V SHEET 4 OF SS 1 SS MH #12 STA 9F+43 1 STA 12+41 SS MH #10 „ RIM 4642.58 RIM 4542.11 INVERT IN (S)♦632.82 4632.88 STA 5+43 1 <ZO INVERT IN (W) 4633.19-4633.28 RIM 4645.23 ziox� INVERT IN (W)�o�., 4632.61 V ao INVERT OUT (E) 4633.08 INVERT IN (N) i632-82-4632.88 INVERT IN (W) ;-75 4631.78 STA 1+43, 2.1� RT r.� 0Z_ INVERT OUT (E) 463;-55 4631.58 CONNECT TO EXISTING MH IMC�-I� 0_ INVERT OUT (E) 463c3 4632.41 f (CONTRACTOR TO FIELD VERIFY 'a CATTAIL CREEK NOTE: WITNESS CORNER TO BE STUB 8' 50' LOCATION AND ELEVATION) 3 REPLACED BY ENGINEER-� NORTH ANDD PLUGLUG / HULBERT ROAD 13+00 12 11+00 10+00 8+00 7+a0 >I+`� 5ailD 47M 3?tRJ 2+00 15 1 _1 24• s �•-�f s s S rm .... a 100' 12: .... - -? I 1 eo• -� --- uu 0 w t' ^ Y � STA: 12+03 TO 12+27 D I m ® W I / INS?ALL B" OF INSULATION I m A W a / ! SEE'DETAIL e W INSTALL 8 - 15"x4" WYES LEFT Z O Z w 1 44 t I N S2 V o zm m J I �w m w O W Iwo - SEE SHEET 11 FOR h4 = O p p a /1 PAIW�; D WARBLER WAY SEWER D ITI F+I o 1 3135611 - m N F ' ; (A II I Z W W W i � aaa J DOS . R RECORD DRAWINGS > APt'ROV O 0 50' 100' 150' m m m E3�10Lo�" I I I I I I I I DRAWN BY. Ewe NAME DILL DATE S C A L E DESIGNED BY: KEW �Tlll��IS.,Nplll&HOSKINS INC. OATS:QUAL cNECK: 4105 TD& DATE: 1/-050NCEF,RING CONtiUL'tAN'1'S p� JOB NO. 803-050 Euis-BOiEWW-KN15vEu rwLNM HH FIELDBOOK TYPE 2 EXCAVATION / TYPE A BACKFILL ro m 0 M - 0 = a 2 Ip� niNjnlo 1`1' i M viZ0 _ 1,1.1 +a-p jai 2N�HH aZZZpa Q 4650 �l� 1w 2p+larF�f'm= "K- 4650 z it ZZZZmz Z ; FINISHED GRADE prn? Z (CENTERLINE) O Il1 Q o —— UJ 0 — ----------- a6ao — - } w `E%ISTI G GROUND ¢ TL F"1988 (CENT'�RLINE) � NIJ,J OmEn Y m ? J= NW0.15 X 15" SDR 35 400 L.F. 0.15 X 15" SDR 35 365 LF- 0.17 % 15" SDR 35 a/ a STA. 12+03 TO 12+27 uo U 69 INSTALL B" OF INSULATION J 46304 SEE DETAIL a 4630 _ � Q 44 EXISTING GROUND GPI 5 CENTERLINE Q 50 U r O O O O O N N 12+00 11+00 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 CAD NO. B03-050-05.DWG SHEET 5 OF 45 SS MH #15 - - STA 20+75 1P �_ RIM 4643.23 INVERT IN (S) 4635.72 SS MH #14 STAM4+315 INVERT IN (W) 4635.45 STA 17+55 RIM 14 35 INVERT IN (N) 4635.72 RIM 4645.14 INVERT IN (5)4634:0&4634.06 azo INVERT OUT (E) 4635.25 INVERT IN (S)4634.888 4634.90 zo SS MH #16 STUB 8" AT 0.40% INVERT IN (W) '�3 4634.63 INVERT IN (W)4633.78 4633.79 U Fti00 INVERT IN (N)4634-.95 4634.06 zz0 STA 23+50 50' NORTH k PLUG INVERT IN (N)) 4654.4 46634. INVERT OUT (E) .1533.58 4633,59 0-4 'm RIM 4644.30 INVERT OUT (E) 0 4-�r a634.43 STUB B"AT 0.40% a INVERT IN (W) i636a9 4636.27 STUB B" AT 0.40% 3 INVERT OUT (E)4636.09 4636.07 HULBERT ROAD I 50' NORTH do PLUG I 50' NORTH & PLUG (A 23+ 1 Ism - 21 20+00 - 19+00 16+00 ' 17+aQ - 1a+00 15+00 n 14+00 13+00 ',ww .oa sQ ad O r� 90. A STA 23+78 - - - a STUB 28' OF 12" PVC WEST _ INVERT 4636.26-(W) jjfS — ---- - - - - - - - --- - ad4636.33 3+65 TO 23+73 - - - - - -6" OF INSULATION s =k=TAIL 1 SEE SHEET 9 FOR N_ "�� "I� BLACKBIRD DRIVE SEWER as I .I I I 111 IN � � W WY (/) � SEE SHEET 7 FOR Q SEE SHEET 8 FOR D -- -t$ I ( hQ z m FEN WAY SEWER I I - T I D SORA STREET SEWER / ��U U W N m ItLU J C D f�Tl / N o (~ V N -< III I IN I`'' w = - = I = :tiltw w w T =`� I II = I I m =_ I RECORD DRAWINGS 0 50' 150' mmm E-+ APPROVED ' __ A D S C A E DESIGNED BY: KEW ��V� TITLE t DATE DUALITY CHECK: - - -- TYPE 2 EXCAVATION / TYPE A BACKFILL DATE: 1/4/05 o- JOB NO. B03-050 TD ENGINEERING CONSO Lo LTANI'S FIELDBOOK N !k�..FNlS-BOZfNW-WLL9'F.11 MONIAN\ . LSE'�'M9T�ON WASl11NCf o on fOOlp� N p 0 pe Nil1N N. OMO� m �on�r ��eeKc5 uP.`��PrN no, �ee--r rrb: a s teWw nzzzp• n ^ �w Frap �a M n`nmzz nzzz� x Zpa,""� ' W 0x W 4650 !% zza ni-rrc rcrcm 4650 Z x" owZZ�Z m--Xwwm� & g,Z � W oM »»H D T �ZZZ Z. 2 FINISHED GRADE d (CENTERLINE) , I I I — _ _- _— ----- —�--------- — ------ E%ISTING GROUND 464E I `----- - -- (CENTERLINE) 3 - —- - A 4640 � O 275 L.F. 0.20 % 15' SDR 35 } 320 L.F. 0.20 % 15" SDR 35 319 L.F. 0.20 % 15' SDR 35 194 L.F. 0.16 % uJ e-20-ir: 15" SDR 35 S U) N Q STA. 23+165 TO 23+73 Y O ~ m INSTALL 6" OF INSULATION W m SEE DETAIL e w ui Z 4630 3 + V }4630 m N 5 HEXISTING GROUND t J CENTERLINE �i Q 50 rn o a0 n uD m mey o m 0n Q ri o m o p o o U e e e r n n r e o a d a a a < a < a a a a a a e e e e e e e e e e e e e e e e e e 23+00 22+00 21+00 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 CAD NO. B03-050-06.DWG SHEET 6 OF Qj 1 =m= O w an - 01- '_ w � � 3 m W SEE SHEET 5 do 6 FOP. W) J HULBERT RO SEWER IN F" — _ FEN WAY ALLEY z dl — — - - — - - - - — -- — U) va ss STA 1+00, 5.5' LT RIM 4643. INVERT IN S) 4635.72 INVERT IN W) 4635.45 J INVERT IN N) 4635.72 - - w zI a INVERT O (E) 4635.25 I SS MH �{18 �I SS MN fj17 /STA 8+21, 5l5' LT m p STA 4+61, 5.5� LT FTa x RIM 4146.41 RIM 4649.54 (ZI A w Z INVERT OUT N 4642.+2-.45 Zm a INVERT IN (S) 639.48-.41 „�w 36.45 .14 ® I� INVERT OUT (NP 4639.. 21 2.44 ytn V N - u -- .54 (to U t) In 6 �t V) U)U) J o 0 o Q �zo I - -1 - - • _ s s 7� s 6 -1—:� -( _( �I -I _( 0+00 0+ .00 10 W ~$ In m n -• - e. o F VT.9-41 FEN WAY ® Fl. 142.W :ae - 000 INSTALL �183 B"x4" WYES LEFT NSTALL 8"x4" WYES RIGHT Z DRAWN BY: EWB DESKMD BY: KEW C JALrrY CHECK: DATE: 11415 0 50' 100' 150' JOB NO. B03-050 t I I FIELDBOOK S C A L E TYPE 2 EXCAVATION / TYPE A BACKFILL N RECORD DRAWINGS e N a APPROVVQ + RjIB ea NAME TITLE DATE W N U1NN' �z g THOMAS DEAN&AOSIQNS INC. � TD& ENGINEERING CONSULTANTS Q FN15-BOID4\N-KN.ISPFLL yp�r a a iO Z 0 O 1� W/SHiNGTMON N]N�tiW Oa �oaa1�� ^ma'y nuio 1 N N �Qz 4650 pzzza. Ezz �� ---- 4650 �wmwma » rc FINISHED GRADE W 1^ Fezzg?wz (CENTERLINE) UJ _ > U a -- - EXISTING GROUND Z 2 --' (CENTERLINE) m < > r -- -__-J- --- 8" PVC SDR 35 I Y 0 4640 ---- 361 L.F. B" PVC SDR 35 4640 IX)50 L.F. 0.96 % Z 0.40 % 361 L.F. w W Q 0: 8 PVC N SDR 35 J_ EXISTING GROUND GP�� 5 Q CENTERLINE 4630 S0 4630 V p y 6 a � ^ au of o; o 0 0 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 CAD NO. 803-050-07.DWG SHEET 7 OF 45 *j El ' �Oy 0 um a o �a0 BLACKBIRD ALLEY' o=� SS MH J14 SS MIL W STA 1+00, 5.5' L1f STA 51 5 58"LTD Q m RIM 4645.14 RIM 4 .40 o F' INVERT IN (S) 4 4E& .90 INVER OUT (N) 4641. .23 INVERT IN (W) 46$4.&1 .63 INVERT 1N (N) 4644�&.90 SS MH #19 M*M O w INVERT OUT (E) 4634.4-1 .43 RSTAIM 3+3Q 5.5' LT 1 RECORD DRAWINGS YF++11 RIM 4643.54 j It IN T O ( 46�- . i• APPROVE,p/j Q O I (N) 4638�.-3+�.24 .°=..wV�''`-� 38.54 37.14 37.84 38.84 40.24 41.34 42.44 NAME TITLE " THOMAS,DEAN&HOSIQNNS,INC. �z A w Z F.NGINF,F.RINC CONSULTANTS Zw m .^ Z a �� GREAT FALLS-80ZE"-IWISPEU MONf Qr I VJ "�w u — --}-1- sPacwE wwwwmo"")r vex vl C�� 180' — i - -iE -.B- .. LEwisrOR GNro >w Q m Wtrwaf W W W O ¢wZ 38.78 15-(TYP') 37,78 39.08 „ 41.58 u o 4 o 37.3e ORA STREET 42.es �" � W 40.a6 it N 10 OD W W W SEE SHEET 5 � 6 FOR INSTALL 14 8"x4" WYES LE HULBERT ROADi SEWER INSTALL �143 8"z4" WYES RIGLj U FEN WAY ALLEY Z DRAWN BY EWB DESIGNED BY: KEW QUALITY CHECK' 0 50' 100' °,(Y DATE taros I I I I I I JOB NO. B03-050 S C A L E FIELDBOOK TYPE 2 EXCAVATION / TYPE A BACKFILL N a �N M a W 010 e o � 01b01 wn N aO /Q r�jMM ddE z 1a-�> Ii �aa,-.gam m Zvi- 3 n zp Z a :! z,aQ oNzzz' z <G� O 4650 +�---oio< >� _ 4650 y W (A xzz »» g W W n �Z222�z FINISHED GRADE (� (CENTERLINE) 0 Z ce_ m } (n w Q EXISTING GROUND 8.• pVC SDR 35 O ~ (� Y 4640 (CENTERLINE) W m Z O 1.80 266 LF. 4640 L 0.40 R ~230 L.F. 0.58 R 8" PVC SDR 35 yGp� 5 V J 8" PVC 50 SDR 35 EXISTING GROUND I(CENTERLINE) 4630 4630 V ry m n rn m a n m n rn o, ID a N N wi 6 iti ,o n o0 of . a a a a o y 1+00 2+00 3+00 410D 5+00 6400 7+00 CAD NO. 603-050-08.DWG SHEET 8 OF 45 *� NTA`Y' 'w= / I om zz Lu - - - STA 3+69 6.15' LT (r m }} STA 7+69, 5.5' LT`RIM� 213 SS MH #22 DINVERT IN (S) 4635.53.34 RIM 4649.45 = INVERT OUT (N) 4635.+-3.14 INVERT IN (W) 4639.38 .37 INVERT OUT (N) 4639.46.17 O ^rl °w A6 1 +00 (U S s7 SS MH #13 u - - u - u' ._ a -u- _- �� _- u u - -._- - _- a STA 1+00. 5.5' LT •• � � 15' P.) 36.38 rn N RIM 4643.13 .E 36.58 37.09 37.85 0Y 0 3E.98 �O.EB w J W W Y INVERT IN (S) 4634.9E.06 BLACKBIRD DRIVE Z INVERT IN (W) 4633.38 .79 INVERT IN (N) 4634.96 .06 J Q R INVERT OUT (E) 4633.50 .59 �j 1UN1 j W J w OOO O LLwz RI o Z E.I rca'Gi (� SEE SHEET 5 6 FOR ii i J, _HULBERT-ROA_ DISEWER 1 I I� -- -- - - - -- - - --- - - — SEES ET 10 FOR - O O O INSTALL (16)i8"x4" WYES RIGHT SUNDEIE LANE SEWER _ m m F0 50' 100' 150' all I I I I i SCALE DRAWN BY: EWB DESIGNED BY: KEW QUALITY CHECK: DATE' 11d/05 TYPE 2 EXCAVATION / TYPE A BACKFILL JOB NO. 803050 RECORD DRAWINGS FIELDBOOK ,o a ti AAAROV ���i - 3 IQ o n +azo NAME n11.E DATE TAOMAS,DEAN&HOSKINS,INC. a a a�g o a cn TD& ENGINEERING CONSULTANTS n to 3 Z C;a a'Z cn eats-eozEunrl-KwSPELL n 7".-.-j`0 n vi �w�sr0N C,nzzz O• Q a--- x±��-rj- , assa a�w>W �J� 4650 �zzzzyZ ajr» _ Q jrzz EXISTING GROUND --�' (CENTERLINE) d --- - _ Z W FINISHED GRADE (n 4640 (CENTERLINE) j W Q 8• PVC SDR 35 4640 (n 0.94 R Z 0 50 L.F. 400 L.F. 0.40 R 269 L.F. 0.40 R B" PVC SDR 35 fn N � Y O 8" Pvc Y DO Z U SDR 35 �GP� 5 EXISTING GROUND W < m (CENTERLINE) 4630 50 4630 rn n rn n o n �. a n N o ro n o J a a a Y a < a a -1 cv �i a a a a a a a a a `n° a e atO a a e tO fO a a 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 Q U GAD NO. 603-11.-..DWG SHEET 9 OF 45 El 61 "° I I I z _ z 0 I' II 01 � I li I z � w -- OW 1 U= t 14-00 - 3+00 n 4b00 � ,i: -M00 V' J 5 a MH 114 ® ® SS MH N23 ® Nl.ld ZED z¢ - - IT 2+ 9, 5.5' RT SUNDE�ANE STA 4+ 9. 55 RT SS MH #22 o I RIM 4651.08 STA 7+45, 5.5' RT vN) V INVERT'OUT (E) 4642.66 .08 INVERT IN W 4640.4& .63 RIM 4649.45 a Q zm( INVERT IN W 4639.3E 37 w Ir �� I INVERT OUT'�E) 4640.�& .43 ( Ir O U o W m INVERT OUT �N) 4639.98 .17 w W W J 0 0 o O !wz x � 3- o Ey aal,i � UVIJ W w w I , INSTALL (4) 8"x4" �VYES LEFT INSTALL 8 8"x4" S RIGHT m m Ea0 50' 100, 150' �I DRAWN BY: EWS S C A L E DESIGNED BY: KEW QUALITY CHECK: DATE: 1/4105 JOB NO. 003-050 RECORD DRAWINGS FIELDBOOK APPROVfU 1� _ ___ __ 9 J0� TYPE 2 EXCAVATION / TYPE A BACKFILL w1ME TInE DATE f m THOMAS DEAN&HOSKINS INC. n� n TD& FNGINEER(NGCONSULTAN'PSr n'- GREAT FALLS-90ZEN KAUSPELL hmANA " "a wwsHi mu c16 M < W e mi z 00 NCO N Y ~ a =+e, saa�� +1 r ar s a¢ � �Q�> ¢ » Z zz ii O tnN¢ W W N EXISTING GROUND) Z W ; - _- -_ - _ - (CENTERLINEE ----- ------ Z J 4650 - --- -- 4650 m Q } - W W FINISHED GRADE W Q 0 (CENTERLINE) w Y m Z WZ Q zao L.F. m d' N 0.66 % - 8^ PVC SDR 35 V 246 L.F. 0.40 % 8" PVC SDR 35 4640 4640 J 5 JEXISTING GROUND 5 I(CENTERLINE) Q 50 U a a d o a a < a e a a a d 1+00 2+00 3+00 4+00 5+00 6+00 7+00 CAD NO. B03-050-10.DWG SHEET 10 OF 45 1-1 °*Cf �T �' = EI 61 -- - — SEE SHEET 5 & 6 FOR HULBER ROAD SEWER A SS MH #27 f Qoi STA 8+33, 10.5' LT RIM 4648.39 SEE SHEET 12 FOR INVERT OUT (N) 4638.64 ;66 1 CATALYST STREET SEWER N Qma - - -- -— wr- p O �{p° w \N PN am STA 1+00 , 6 ER _ _ Z J w s5 MH11 5 `.fnR c� m RIM 4642.58 `,{ r ,J INVERT IN (5) 4632.$2.88 \ _ ® m- N W a � INVERT IN (W) 4632.b6 .61 ® i1 = INVERT IN (N) 4632.69 .88 u» A W z INVERT (E) 4632.3G.41 g I u TV) o -- - - - - SS MH #26 v v v s r ® STA 6+19 co Tn V) ��ii 5 a RIM 4646.29 w w w O awz0 1 -- s_ l�O�`r` INVE�iT IN (E) 4637.69.53 5 INVERT IN (5) 4637.-28 .23 o W03 INVERT PUT (N) 4637.9&.03 SS MH #25- DD STA 3+1 1 RIM 4644.40 INVERT IN (S) 4634.65 .86 o O O INVERT OUT (N) 4634.65.66 INSTALL (9) 8"x4" WYES LEFT 0 50' 100' 150' m m m INSTALL (8) 8"x4" WYES RIGHT I I I I I I j DRAWN BY: EWB S C A L E DESIGNED BY: KEW QUALITY CHECK: DATE: 1/4105 RECORD DRAWINGS JOB NO 803-050 FIELDBOOK APPROVEQ TYPE 2 EXCAVATION / TYPE A BACKFILL aM TInF DATE n THOMAS DEAN&HOSKFNS,FNC. TD& nn� EG"EENING CONSUL'1Alti w'0 ELSWZE4P03 y WASHNGrT0f1 LLWI`TON DIJ10 wo.0 i ens a M c2 <o- Nww1z MF (n bbb`r o(� ONE? Z20 �O TTQ oa 0 ^ONZ zz Daz arrW +m--- m 4650 > x2-a��11 gzz _-- 4650 Z O — ----- O W > z N z FINISHED GRADE (CENTERLINE) ___ _ ---------- > rw _---- - EXISTING GROUND m a ------------ (CENTERLINE) a o W W --- 3 N N asao g• SDR 35 4640 Y Q �i14 LF. 0.70 X m Z 307 L.F. 0.70 % g" SDR 35 W N 50 L.F. 0.87 % 8" SDR 35 O 0.4 1% 210 L.F. J_ 8 PVC ,�GP� 5 EXISTING GROUND Q SDR 35 (CENTERLNE 4630 50 4630 Q 1p OR n n n w IT c0 n N a0 a c0 N n N N V w 0 n 1 m a Lo a a a a a a a a w w �n �n �° a ro m m � c° �n m � 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 GAD NO. 803-050-11.DWG SHEET OF A5 TA T 4 .... .......................................... El. zol z 0 CATALYST STREET 4Z, 4440 Mi 5+00 6+00 74w 7Z.71 4 4 A 4 10 V) A U) A Zm SS MH #29 01 rPQF-.4GP STA 4+90. I.b Rl Fn V) RIM 4648.76 5;< 1 INVERT OUT (W) 4639,194 .98 wcr CC X fro 0 C) SS MH 162.85,5. U) U)U) STA 3+ RT LLI w w 0MH 126 RIM 4648.23 0 ro ,III m tX NVERT IN (E) 4639.�3&.34 STA 1+00 ZEr,,T OUT (W) 4639A5 14 SEE SHEET 13 FOR t RIM 4646.29 INVERT IN�ES 4637.-A�.53 NORTH 27TH EXISTING SEWEF 01 INVERT IN 4637.-2e.23 INVERT DO �N) 4637.99 .03 uj III Uj F- F-F- SEE SHEET 11 FOR 00 WARBLER WAY SEWER 0 50' 100, 150' 1 m =144 I S C A F I DRAWN BY: EWB DESIGNED BY: KEVV QUALITY CHECK NSTALL (6) 8"x4" WYES LEFT DATE 114105 INSTALL (8) 8"W WYFS RIGHT JOB NO B03-050 RECORD DRAWINGS FIELDBOO APPIR= i NAME TITLE DAI F TYPE 2 EXCAVATION TYPE A BACKFILL f 1�(THOMAS,DEAN&HOSKINS,INC. n. TDIle ENGINEERING CONSULTANTS GREAT REAT FA�-WZF�-KALWEU YpNTMM NN nIdwo cy) Lu + 0 �"o (L ir-w>z>z mwm En 0 cr>9 z 2 W�!w .4 z TZ 0 ui > > w w 4650 4650 2 ui z W cn ---- --------------- (CENTERLINE) LLJ N ------�EXISTING-GROUND cn -J -- �--FihlliHlill) GRADE (CENTERLINE) 0 w 4640 pVC SDR 35 159 L.F. a" PVC SDR 35 w 235 L.F. (170 % 040-7 4640 cn L) HEXISTING GROUND] 5 I(CENTERLINE) 50 6 6 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 CAD NO. ISHEET 12 OF 45 I ETAN1 _ l00 U ��o iiiG���lll z z_- t � O zN ; ~ d STA. s+oo 7 F RAISE EX STING RIM BY 0.83' WITH A N BARREL SECTION InAND/ R ADJUSTING RINGS STA. 9+00 O NE RIM ELEV=4646.42 a Z w TA. 1+00 ISE EXISTING RIM BY 0.37' V= RAISE EXISTING RIM BY 1.94' W H A NEW BARREL SECTION W WITHAND/OR ADJUSTING RINGS NEW I NEW BARREL SECTION ® NEW RIM ELEV=464B.86 Q N ® AND/OR ADJUSTING RINGS 15'OYP.) � a+ NEW RIM ELEV=4643.74 W Y N. 27TH AVENUE ZD A z o> ��1 w I j S�� 24' 3+00 s i 4+00 z4 00 00 i 9+00 z4" 7+ 8+00 24- 9".00 S24' s �� �x y W m rh x U U U IG�� N I rn N V) III W W W 1 iiii 0 00 �O1 LL'0 QYa0N __- - --__ --. - _.- - IIII - _ - _ - XX E OEM 0 0 INSTALL (4) 24"x6"ANEW SADDLES AND SERVICES LEFT m INSTALL 4 24"x4" NEW SADDLES AND SERVICES RIGHT :ivw SEE SHEET 5 & 6 FOR HULBERT ROAD SEWER 0 50' 100' 150' m m m �I 01 1 1 1 1 1 1 I DRAWN BY: EWa S C A L E DESIGNED By KEW QUALITY CHECK: DATE: 114105 JOB NO. B03-050 APPRO RECORD DRAWINGS FIELDBOOK M m"`�n v�i in y N ;: amN ao,o IfNAME I TITLE DATE a N ann o aMe aN o THOMAS,DEAN&HOSKINS,INC. zz z 7oRa lD& - ENGINEERING CONSULTANTS O O__O V,_O O Z_ ( {,F/li5-e02EAbW-KN.6PELLSPOKWE NORf F±F�¢¢ F+F�¢ Z041ZF LFWWM W wow %NWT? Wf~/IW?- 4650 4650 Q -- --- --- - -FINISHED GRADE ---`------- a (CENTERLINE) Z O w W W 4640 EXISTING GROUND W (CENTERLINE) 4640 (n L=31 ? N $=0.61R 24"PIPE 5=0-61% N N S=0.61X 24"PIPE - L=400 P� 24"PIPE Y m Z G� 5 W L=400 EXISTING GROUND Z`' W Q CENTERLINE 4630 50 4630 V N M ID N D] 1N N OI IU Ip O a 00 N Ip N n J N N 17 a a N N 0 10 a a v a a a a a a a a a a a a In In Io In Io to to m lu m to to to Io Io � a a 1+00 2+00 3+00 4+00 5+00 6400 7+00 0+00 9+00 10+00 Q U CAD NO. 803-050-13.DWG SHEET 13 OF 45 STA. 1+00, 13' RT AO T A N' j El CAP W 8" MAIN STUB = = 1 a_ STA. 1+54, 13' RT STA. 12"x8 11' RT STA. 9+13, 11' RT CONNECT TO EXISTING W 8" STA. 4+78, 11.5' RT MAIN BY CUTTING IN CATTAIL CREEK 12"x8" CROSS 12" GATE VALVE STA. 4+83, 1L5' RT /� 1 0 NOTE: TIP SOUTH BRANCH 12" GATE VALVE / 12"x6" TEE g"x6" CROSS; INSTALL (3) B" O OF CROSS UP AI +5.3R / 17 LF 6" PIPE SEE DETAIL 1 � 7.0' BURY FIRE HYDRANT GATE VALVES (MJxFL) AS SHOWN U F zo HULBERT ROAD BURY ELEV=4644.32 oz ' W W' W�ly�W �+�w W� �W W YI W �W ^Vj 3 -� - r - + --- - - - -,VtTW- r -- 9�4 - -+ - - - - LVj� 111 STA 1+57 -- -- "" INSTALL 12"x6" O nu w / SEE SHEET 20 FOR 8+19 _ 31132 0 i / x I WARBLER WAY WATER ml za N s l INSTALL (8) 1-1/2" WATER SERVICES LEFT rn A W Z z z� Z rN V) dz / 4 IP XU) U)� io C WwW 1 rn N �y ' o00 m m m DRAWN BY: EWS RECORDDRAWINGS DESIGNED BY: KEW APfR2OV QUALITY CHECK: DATE: 114105 2 JOB NO, B03-050 NAME -f TIF DATF - U 50' 100' 150' FIELDBOOK _ IIIIII I J ,I.D& THOMAS,DEAN&HOSKINS,INC. S C A L E ENGINEERING CONSULTANTS °GR „FE 13-997E"-KNJSKLI IE ow'E W/$H*&0N - TYPE 2 EXCAVATION / TYPE A BACKFILL ' 0 M 4650 4650 FINISHED GRADE (CENTERLINE) d n Z ----J---- O Q 4640 EXISTING GROUND 4640 o (CENTERLINE)zi = m _ STA. 1+00 TO 1+57 INSTALL 57 L.F. _ Q - N OF 8" CLASS 51 DUCTILE IRON PIPE D N .j W Z"�" Y m �! co V - 5 W $ 1 e363 12+z1 < > w W 2 -16;50 + STA. 1Y^+ TO 1-2+27 INSTALL 4" OF INSULATION <, 50 w N v v 4630 V 1 SEE DETAIL e + m + STA. 1+57 TO 12 SO IN 1093 L.V. m ±z J 44 O1 OF 12" CLASS 51 DUCTILE IRON PIPE a a EXISTING GROUND 'D"w a d F d (CENTERLINE)lp - e a a d < y a e a < a a y 12+00 11+00 10+00 94-00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 CAD NO. 803-050-14.DWG SHEET �4 OF 45 #ChNTq� STA. 14+46, 11' RT = -{ El " 12"xB" CROS `- STA. 17+65, 11' RT 61 !y 12"x8" CROSS- STA. 15+00, 11' RT END 2" INSULATION SEE DETAIL STA. 14+10, 11' RT STA. 23+78, 11' RT STA. 20+85. 11' RT 121r12" CROSS i 12" CAP W/ 44 12" GATE VALVE BLOWOFF HYDRANT STA. 20+50, 11' RT STA. 17+30. 11' RT STA. 13+50, 11' RT V Zoo 12" GATE VALVE 12" GATE VALVE ozo STA. 23+16, 11' RT BEGIN 2" INSULATION _ 12" GATE VALVE SEE DETAIL � 1 i' HULBERT ROAD � 1' W— —w WM w w—�—W—,� z � a � un x z= STA. 23+65 TO 23+73 J INSTALL 6" OF INSULATION i SEE DETAIL 1 a SEE SHEET 16 FOR r A W ❑_ FEN WAY WATER - SEE SHEET 17 FOR SEE SHEEP 18 FOR I r, I / O c 1 w BLACKBIRD DRIVE WATER N SORA STREET WATER s p -- — — — , W� Q wm �r II (r� U U l ) wWW l Ij o 0 o O JZo I 0 303 Z D c� — D _ III III I J wWw i ¢ aa o00 I I I �- I III m 1 m m m O 50' 100' 1 50' DRAWN BY: EWS RECORD DRAWINGS i ' J QUALITY CHE KEw SCALE QUALITY CHECK: APAROVE /� R DATE: 1/Q05 �I"TW7 308 NO. 803-050 NAME TITLE DATE FIELDBOOK TD&Io THOMAS,DEAN&HOSKINS,INC. ENGINEERING C'ONSULI'ANTS REATtii is-e0z0.w+-x JSPEL1 wA5.'LION LEMSTON IOSH0 TYPE 2 EXCAVATION / TYPE A BACKFILL M 4650 Ij 4650 (A FINISHED GRADE (CENTERLINE) a 1 Z 1 r�, /E�S;l TA. 23fiNSTAL _464E DETAIL e �---- - -- EXISTING GROUND -- 4L4p 44 a (CENTERLINE) 0 � m Q N > > W Q W I 5 U) N N W 3 Y m m a a o > STA. 12+50 TO 23+78 INSTALL 1128 L.F. �i w ly uj W > ¢ OF 12" CLASS 51 DUCTILE IRON PIPE a ¢ 1Ti 4630 00 c> > yob + + + + + + a N V EXISTING GROUND n �GP�' S a � Q F � CENTERLINE a N N f i0 a0 M N OD N Or m Or n N .7 N a a 50 r m In M N p 0] Q U a a a a a a a a a a a a a 23+00 22+00 21+00 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 CAD NO. 803-050-15.DWG SHEET 15 OF 45 iP ftE — — _ --- — --— — — — — Z SEE SHEET 14 15 FOR + w Vo< I Q zuo HULBERT ROAD VATER I J> N Z m_ SEE SHEET 19 FOR ? STA. 0+90, 5.5' SUNDEW LANE WATER 3 3 8"x12" REDUCER 31 W > _ Z d STA. RT _ (� Lj 8" GATETE VALVE, STA. 9+21, 5.5' RT ¢ O m 8" 45' BEND o? +82 2+69 3+J6 4+04 4+72 5+40'� 8+08 6+85 I __ _-_ o x O Z STA. 0+50, 5.5' RTi i i 12" CAP J J - - w - - - 8. Lo Lo Q V J � w � W _1—W +� Z? —tea a Jig of A W� ii 12' R7 w I STA. 0+50, 15' RT REMOVE 8" CAP AND BLOW-OFF Zi w ., 2" BLOW-OFF HYDRAN 2+2s 3+64 4+90 s+t6 7+42 a+Bs _ FEN WAY STA. s+79, 5.5' RE HYORANT, colvNEcr To Emsnroc ga> w TA. 7+53. 5.5' RT V1 O �I z m 8" STUB W/ B" GATE VALVE U �4 STA. 0+89, 5.5' RT STA. 1+55, 5.5' RT 8"x6" TEE "x8" TEE 12"x12" CROS 8"x6" TEE II 14 LF 6" PIPE STA. 7+28, 5.5' R7 KU L)U W 0 I 25 LF 6" PIPE 9.5'1 BURY FIRE HYDRANT B" ;ATE VALVE p p p 0 �wz STA. 9+27. 12' RT Q 10.0' BURY FIRE H DRANT BURY ELEV=4648.5 FQ 8" 45' BEND /O/ 1 BURY ELEV=4644.1 1.7 1.--- *'il ¢e,Q m Q Q Q J 3 I INSTALL ((8) 1" WATER SERVICES LEFT INSTALL (13) 1-1/2'.WATER SERVICES RIGHT W W I I A 0 50' too, 150' m m m I I I 1 I I i DRAWN BY: EWB S C A L E DESIGNED BY: KEW QUALITY CHECK: DATE: IMIM5 JOB NO. BD3-M FIELOBOOK RECORD DRAWINGS APPROVEp NAME TITLF A TYPE 2 EXCAVATION / TYPE A BACKFILL �� THOMAS,DEAN&HOSKINS,INC. ENGINEERING CONSULTANTS Ar anuS-90ZD"-w�u wASt0NWM M uwwoN mAHo W Q a 4650 - ---- ----------- 4650 Z FINISHED GRADE (CENTERLINE) SSQ EXISTING GROUND m o ------ (CENTERLINE) r w ---- w � W Q Z I A N W a u6- v~o f i 4640 u N 4640 Y 0 (,L o n v m u+' + W o 111 o o vt a STA. 0+89 TO 9+32 INSTALL 843 L.F. Z d rm OF 8" CLASS 51 DUCTILE IRON PIPE z g � ti U U w STA. 0+50 TO 0+89 INSTALL 39 L.F. `p`� 5 n + rn Q OF 12" CLASS 51 DUCTILE IRON PIPE in 'EXISTING G UND (CENTERLINE a rn ~ w 4630 46J0 50 N ar N, M a u1 cO n n rn m O O O V a a a a a a a a a a a a a a a a a a 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 CAD NO. B03-050-15.13WG SHEET 16 OF 45 e T.4 c El 61 `s - - - -- - - - - - - --- - - - -- -_- - U aka 0 Q - - - - - - - - - - - - - - --- - z s Q ~ 1, o 3 yyyy -- J w PTA. 1+50, 5.50 I 1 1 1 1 1 11 � in" GATE VALVE S C A L E > a w p SORA STREET STA. 7+21, 5.5' RT .7 F 8" GATE VALVE TA. 7+55, 5.5' RT 0 w 1+94 '1+71 3+39 4+07 1+75 5+43 6+11 J s+efi 8"x8" TEE w p� w STA. 0+50, 5.5' RT " V? J CAP - - — — - - - ---� - - - - - - RECORD DRAWINGS > s+ao - - •+ao aaoo ..aa ;74-00 7 a' -- - - +— - ' - +— - - _1-+— - �-—�- - ++— - - - - AP�kOVEO w W W Y w— --�--��w 0. W ZZ A z Q NAME - - - TITLE DATE Oi �I STA. 0+50, 15' RT I 1 - I 1 I- - - - - 1 -- - -I-- - 3 -_ w w 4 Z m 1 1'9a THOMAS DEAN&HOSKINS INC.2+71 J+J9 4+07 1+75 5+/3 6+i1 6+06 TD&17 2" BLOW-OFF HYDRANT Z 1�./ j}T,\"/\//3 Q ENGINEERING CONSULTANTS D'U U U W SSPOIQM�.S-BOZFlYN-1WL5PELL w w w Q STA. J+26, 5.5 RT J LE.WON �i pn O O O I�.I Zp STA. 0+89. 5.5' RT I m 8"x6" TEE �o� 8%12" CROSS STA. 1+ 5, 5.5' RT 14 LF 6" PIPE STA. 1+02, 5.5' RT B"x Q6" T E 8.0' BURY FIRE HYDRANT Lp mmJ 11-1/4' BEND 14 LF 6" PIPE BURY FLEV=4651.09 }-- - Z STA. 1+08. 5.5' RT BURY 8.5 BELEV UkY F 645.8IRE RAM 11-1/4- BEND ; I ;I (n w LU H SEE DETAIL 1 � o 17 STA. 1+06 TO 1+14 - - - - - - - - - - - - - - - - INSTALL 4" OF INSULATION I I -- m SEE DETAIL ej I SEE SHEET 14 INSTALL (8), 1" WATER SERVICES LEFT FOR INSTALL (8) 1" WATER SERVICES RIGHT HULBERT ROAD WATER 10 m m 3 I 3 DRAWN BY: EWB DESIGNED BY: KEW QUALITY CHECK: SEE SHEET 19 FOR T DATE 114105 SUNDEWI LANE WATER I JOB NO. B03-050 FIELDBOOK TYPE 2 EXCAVATION / TYPE A BACKFILL M - W U) Q a z 4650 -- - 4650 0 1 STA. 1+10 W FINISHED GRADE I'' 30" RCP STORM (CENTERLINE) STA. 1+02 DRAIN MAIN W �11-1/4- BEND -' Q Z W w -- �8" WATER MAIN m cn w - m > w --- - N 18" MIN. _ IV _ 0 4640 ± EXISTING GROUND a640 18" MIN. W m a d (CENTERLINE) o W (1)STA. 1+00 m m m STA. 0+50 TO 7+55 INSTALL 705 L.F. �15" PVC 4" INSULATION m OF 8" CLASS 51 DUCTILE IRON PIPE // SEWER MAIN STA. 1+08 U v ¢ J > 11-1/4' BEND J w+ STA. 1+06 TO 1+14 N N o+ + w+I INSTALL 4" OF INSULATION p`� + + + Q o m m EXISTING GROUND �G 5 r n n SEE DETAIL�1 (CENTERLINE 44 m m m m m m U 463D SD 4630 m WATER MAIN CROSSING DETAIL 1 ry m r� rn m n rn � rn m a a a o- d a a o- a o- a a a u> ;n h10 RCN r 17 1+00 2+00 3+00 4+00 5+00 6+00 7+00 CAD NO. B03-050-17.DWG SHEET 17 OF 45 El O i . azoo o=- m - � �1n�3 INSTALL (8) 1" WATER SERVICES RIGHT > - - - - - - - - INSTALL (1) 1-1/2" WATER SERVICES RIGHT 1�1 H STA. 0+50, 5.5' R = > T Ii�lll e" CAP, BEGIN 2" TA. 9+28; 12' RT o INBEGIN O STA. 1+50, 5.5' RT BLACKBIRD DRIVE STA. 7+23, 5.5' RT STA. 7+58, 5.5' RT 8" 45' BEND O> 8" GATE VALVE 8" GATE VALVE-, 8"x8" TEE - VJ - ------ - - -- - - m 74" zw 2+00 340D 4tr00 56l -11 7 9+00 9+ - -I w —w wr Imo" �w -I -Iw -I -1- IN pw -I--- > Z w 1 1 N,..I 6" � a 1 1 Ow Iril Y 1 STA. 0+50, 15' RT -1 - - --- ---I ', 2' BLOW-OFF HYDRANT 1+95 2+73 3+41 4+D9 p 4+77 5+45 6+13 6+90 ------ - 2z za F STA.i7+28, 5.5'RT 1 a+63 O� STA. 0+89, 5.5' RT 1)$" STA 9+33, 12' RT w� z N B"x6" TEE, 1W LF 6" PIPE REMOVE 8" CAP AND BLOW-OFF >w Z m 8"z12" CROS m 8.0' BURY IRE HYDRANT w� L)L) W �JJ HYDRANT, CONNECT TO EXISTING �U U U STA. 145, 5.5' RT BURY LEV=4649.D STA. 9+21, 5.5' RT 8" STUB W/ 8" GATE VALVE U) U 1n STA. 1+02. 5.5' RT Z B" 45' BEN w w w awz 14 PIP 8"x6" TEE, LF 6' � I p p p 0 w 11-1/4 BEND Ili I � Q �y zo 7.5' BU FIRE HYDRANT J Y+I ~iN STA. 1+08, 5.5' RT BURY E =4643.29' p 11-1/4' BEND SEE DETAIL T 3 IJ N Z w STA. 1+06 TO 1+14 _ _ - - - - - - - -- - - - Q III INSTALL 4" OF INSULATION SEE DETAIL T I l SUNDEW LANE WATR - 44 E E I Z m SEE SHEET 14 deg 15 FOR . I HULBERT ROAD WATER 11 w Ir 0 50' 100' 150' m m m I I I I Ij DRAWN BY: EWB S C A L E DESIGNED BY: KEW QUALITY CHECK: DATE: 1/4105 JOB NO. B03-ON RECORD D RAW I N G S FIELOBOOK APPROV71) 1 ( 8/113�01 NAME TITLE DATE THOMAS,DEAN&HOSKINS,INC. TYPE 2 EXCAVATION / TYPE A BACKFILL TD&10 ENGINEERING CONSULTANTS -- �� --BOzewN LISPELL wrs icroN IEWSMN x>flNo ("! W Q _ 0- STA.. 1+10 /J 1 4650 ------ - 4650 30" RCP STORM / STA. 1+02 DRAIN MAIN) t Z W EXISTING GROUND - / 11-1/4' BEND '-' 0 (CENTERLINE) _ `/ -8 WATER MAIN ? Q -- --- 18" MIN. o w - STA. 0+50 TO 9+33 INSTALL 883 L.F. 0 Z W 0 FINISHED GRADE OF 8" CLASS 51 DUCTILE IRON PIPE m Q _ (CENTERLINE) _ 18" MIN. o J` J 1 = W 4640 ± + 3.0 - �- j4640 SA. +C00 4" INSULATION N O SEWER MAIN IY m Q STA. 1+08 N c w w 11-1/4' BEND W J U1 F N o wy /Mj U � O- > F W m m W Ii W --- U O M W m M STA. 1+06 TO 1+14 �`� + + + ++ + J 0 0 3 o N INSTALL 4" OF INSULATION EXISTING GROUND yGP 5 n n n rn rn w+` (CENTERLINE) WATER MAIN CROSSING DETAIL 1 d d In N SEE DETAIL 4630 N N 44 vl '^ 1n rn N n d 4630 � 50 NO SCn�_i 1 p en U rn ,n n rn n o n n d n O m 10 n o f N M M d N i0 n m 6 O O �- N raj �)r �D IO u) tO b 10 l0 10 i0 tO 10 t0 ¢+ 10 IO IO 10 d d d d d d d d d d a d y d d d d d 1+00 2+00 3+00 4+00 5+00 6+00 lion 8+00 9+00 CAD NO. B03-050-18.DWG SHEET 18 0F 45 �TJ- - III - -- - III 2 EI ee F I I I I SEE SHEET 18 FOR f ty SEE SHEET 17 FOR I I _ SORA STREET WATER I I BLACKBIRD DRIVE WATER } O Zoo f III III Dmm ;rN F 3 m I I o o w � _ STA. 4+15, 5.5 LT - - E- O pp B"x8" TEE Z I„Fy O z F STA. 4+50. 5.5' LT < W STA. 1+30, 5.5' LT NEW 8" GATE VALVE STA. 7+09, 5.5' LT m w .n > 8" GATE VALVE � I _ � 8' GATE VALVE > U� _= + a 1 �11 M w —w STA. 0+95, 5.5' LT I 8"x8"TEE ZW a za 1+70 2+45 3+15 3+85 4+55 5+25 5+95 I m flSUNDEW LANE STA, sSTEE �o 0 o O W aWZ Now x H SIX IX c0a� INSTALL (6)I i" AND (1) 1-112" WATER SERVI ES RIGHT �f{ I w w w SEE SH 16 FOR D' on FEN WA WATER _ m I g > 0 50' 100' 150' m m m I I SCALE DRAWN BY: EWS DESIGNED BY: KEW QUALITY CHECK: DATE: 114105 JOB NO. B03-050 FIELDBOOK RECORD DRAWINGS APOROV 8�181iS NAME TITLE DATE TDOC THOMAS,DEAN&HOSKINS,INC. ENGINEERING CONSULI'AS I NTSSpooNE llS-BOZLN4N-NNKPFLL wA'r-.m011 L[WiSmN iMNO TYPE 2 EXCAVATION / TYPE A BACKFILL WN a FINISHED GRADE Z (CENTERLINE) _- - - - -_-- 0 W 4650 -- _ - 4650 Lu � a `EXISTING GROUND'' Z w (CENTERLINE) W Q W + N + O Z Ym D W N ^ w w a w W 4 4 4640 STA. 0+95 TO 7+35 INSTALL 640 L.F. V ro OF 8" CLASS 51 DUCTILE IRON PIPE - o EXISTING GROUND e SGP� 5 n + J CENTERLINE d n 50 F- a n m o q d a n n n 0 n F- a u0i V a a a t e a a a e a < a a 1+00 2+00 3+00 4+00 5+00 6+00 7+00 CAD NO, B03O50-19.DWG SHEET 9 OF 45 ---- --- * �lE 3 11 , ON 0 nl STA. 9+48, 11 RT '11 Ul` �om A CONNECT TO EXISTING 20A 8" MAIN WITH 0= SEE SHEET 21 FOR 8" GATE VALVE ~ �a 4 ` CATALYST STREET WATER 6+76 TA. 0+89, 11' RT _ Yt .09 8"x12" CROSS m _ l O NOTE: TIP SOUTH BRAN H m ` we" IrcIy4 t/1 O OF CROSS UP 0 +5.3 Q SEE DETAIL 1 O 20 p.`! �� " STA 9-- °� U Ill -r.- 6+79 8" OLID C� R • sLE Z z w 3+85 STA. 7+42 TO 8+65, D FLECT W W r m STA. 1+50. 11' RT — WATER MAIN AROUND CU u7 A w z -I 8" GATE VALVE (DEFLECTION NOT TO EXCEED" gyp O a 2+50 ��`444p- STA. 6+08, 1 1' RT MANUFACTURER'S RECOM{,IENDATIONS) RECORD DRAWINGS O V� STA. 0+50, 17' RT - - �/ - s+t7 8 x8" TEF. wU U U W N APPROVE 1,F _t`I/ 2" BLOW-OFF HYDRANT , +� ''�WY� _ �� 9( 0 W W w Q STA. 5483. 11' RT O O O 8" GAPE VALVE NAME TITLE GATE O O O O 4z�0 — w 3+73 TDBC THOMA ENGINDERAN&HOSKIING NS,INC. E'+ �� CAFAT Fwu-eo:cww-xNasxTi uonrTON m STA. 0+50, 11' RT � �i no w�'Np�wo 8" CAP STA. 1+06 TO 1+14 w H w INSTALL 6" OF INSULATION STA. 1+89 YO 3+11, DEFLECT SEE DETAIL e WATER MAIN'AROUND CURVE - 44 T TO EXCEED MANUFACTURER'S RERS RECOMMENDATIONS) Z STA. 1+55, 11' RT INSTALL 7 1-1/2" WATER SERVICES LEFT STA. 1+14 TO 1+89 8"x6" TEE, 9 LF 6" PIPE - INSTALL (8) 1-1/2" WATER SERVICES RIGHT A INSTALL 2" OF INSULATION 7.0' FIRE HYDRANT SEE DETAIL 1 a BURY ELEV=4643.28 m m m 44 _ 50' 100' 150' 0 _ L I I 1 1 1 I S C A L E DRAWN BY' EWB ` DESIGNED BY: KEW _ QUALITY CHECK: SEE SHEET 14 & 15 FOR DATE: 114105 HULBERT ROAD WATER _ ' w / _ JOB NO. B03-050 FIELDBOOK TYPE 2 EXCAVATION / TYPE A BACKFILL Ch Ili U) Q STA 0+50 TO 9+48 INSTALL 898 L.F. OF 8" CLASS 51 DUCTILE IRON PIPE d 4650 4650 Z 24" FINISHED GRADE - -- --- - -J^ N Q / (CENTERLINE) 0 rn_-? w---------- _------ EXISTING GROUND a (a CENTERLINE) w = W J U N N ill J 4640 ai + + a j 4640 B" WATER MAIN Y 0 m + ++ d d a STA 9+09 F 12"x8" MJ CROSS (WARBLER WAY)- W m Q 0 8" SOLID w SOUTH BRANCH W d W SLEEVE Z TIPPED 0 +5.3%- > F 0 STA. 1+06 TO 1+14 V INSTALL 6" OF INSULATION 00 0 a -1 SEE DETAIL 44 (CENTERLINE) 5 EXISTING ~ �GP� a 4630 463D ROTATED CROSS DETAIL 1 50 r.Io Scnl F m M CO m 20 Q 10 00 Nl n l't f� N lD a N I6 N ry N N � M a e ill N tU tp n m � 0; ,� a a a a a a a a a a a e a a a a a a 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 CAD NO. 803-050-20.DWG SHEET 20 OF 45 p,1V *' El STA. 4+45, 5.5' LT 8"x6" TEE, 14 LF 6" PIPE azo \ 7.5 BURY FIRE HYDRANT V QOQ BURY ELEV=4649.10 o= f STA. 4+ 5 STA. LT �j 7+88, 5.5' LT SEE SHEET 20 FOR 8" GA VA h�3 -F GATE VALVE CONNECT TO EXISTING WARBLER WAY WATER _ 'Pe 8" MAIN BY CUTTING IN \ )? B"x8" CROSS; INSTALL Q STA. 8+33, 10.5' LT .F.7 STA. 1+35, 5.5' LT 1'! � (2) 8" GATE VALVES 8"x6" TEE 3+01 - (MJxFL) AS SHOWN 8" CAP \ 14 LF 6" PIPE 11 p, n 6ui 1 Z z 7.5' BURY FIRE HYDRANT 1 _ - _ _ STA. 8+33, 5.5' LT 1;53c BURY ELEV=4646.94 a --- - B"xB" TEE d� 0 w_ L. m 2+22 vll — — 71 ` C7 ilii i i , z w m N� STA. 8+33, 0.5' LT � Q \ +� 391 CATALYST STREET 6+15 Z 6• CAP o f dzm 2+1e STA. 2+74 TO 31F97, DEFLECT 4 If(n co(n k7� WATER MAIN AROUND CURVE W W III o o❑ c jzo STA. 0+89, 5.5' LT \ STA. 1+30, 5.5' LT (DEFLECTION NOT'TO EXCEED = �zo 8"x8" TEE 8" GATE VALVE D MANUFACTURER'S RECOMMENDATIONS) D �o; \ \ gmJ Z • \ m mom NSTALL INSIALI �8� 1-1 2" WATER SERVICES LEFT SEE WATER SERVICES RIGHT NORTH H 27THEET 2 WATER EXISTING 1 O 50' 100' 1 50' m m m DRAWN 8Y: EWB $ CAL E . I DESIGNED BY: KEW QUALITY CHECK: DATE: 114105 JOB NO. B03 050 FIELDSOOK RECORD DRAWINGS APPROV@D NA—Mr TITLE nnTE i TD&� THOMAS,DEAN&HOSHINS,INC. ENGINEERING CONSULTANTS O L15-902EAW/-NAl15PELL Spo,E MAVwffm u LEMSTM IOAHO ,^ TYPE 2 EXCAVATION / TYPE A BACKFILL V=, a 4650 FINISHED GRADE Z (CENTERLINE) A 4650 O W J V/ W —_`______________ ——__—— -v V I F ------------ —.r O— � Q EXISTING GROUND Q °f n n (CENTERLINE) u m o - no D W Q N N N N F r m 4640 N Fa_' d 4640 IY m m v W STA. 0+89 TO 8+33 INSTALL 744 L.F a EXISTING GROUND GPI 5 Q OF 8" CLASS 51 DUCTILE IRON PIPE a d I(CENTERLINE)6 V V 50 J m n n n d in m N N vi N N N to to I: < a a a a a e < a a a a a 16 a m �u e m to la In m m to m In �o In � 11.00 2+00 3+00 4+00 5+00 6+00 7+00 6+00 V GAD NO. B03-050-21.DWG SHEET 21 OF 45 _ El Oq az0 Z oz9 �_ i E" 3 O I I I I Si' 100' 160' d S C A L E F �zW � o= STA. 5+27, 10' RT V w CONNECT TO EXISTING FL+±' 8" TA. 8+29, 11' RI z TA. 5+27, 10' RT W MAIN BY CUTTING IN Splct�8"x8" INSTALL 45 LF OF 8" MAIN NSTALL TpaB'8"x8 TAPPING TEES Rii a CROSS; INSTALL (2) Fier 8" GATE W/ 8"x8"TEE; INSTALL 5 LF OF AND 64 LF OF 8" IPE STA. D+87, 9' RT VALVES (MJxFL) AS SHOWN 8" PIPE EACH DIRECTION AND CAP ® 0.09" W/ 8" CAP U) A W CONNECT TO EXISTING W 8" Fa- MAIN BY CUTTING IN s�8"x8- N. 27TH AVENUE -- -- 0 0 CROSS; INSTALL (3) FTC 8" GATE 1jWu VALVES (MJxFL) AS SHOWN 2+00 3400 ++00 K U 0 W U) t - I - F--- - - � 7+00 ` 8+0D 9+00 9+3.OS o 0 0 0 `wz e� y9" — - A - --'----w� w ' w ' �.� - • w �. - . w - e' �y e-� 1111 w w {„ � IgR �al3a� 1111 �NJ I 1111 STA. 5+03, 21' RT 11p STA 5+30 EXTEND EXISTING FIRE a+39 w w HYDRANT 8 LF WEST 8" SOLID SLEEVE Q Q Q NEW BURY ELEV=4646.6 I 000 al INSTALL (4) 1-1/2" WATER SERVICES RIGHT SEE SHEET 21 FOR SEE SHEET 14 & 15 FOR CATALYST STREET WATER m m m F HULBERT ROAD WATER -I DRAWN BY: EWS 3 11 DESIGNED BY: KEW QUALITY CHECK. DATE: 1/1/OS JOB NO. B03-050 FIELDBDOK RECORD DRAWINGS APPROV60 9 �� 0� r NAME TITLE E- DA THOMAS,DEAN&HOSKINS,INC. TD& ENGINEERING CONSULT ANTS W GREAT Faus-902DW1-KA.avfu 4650 - ISPOKME E wr'oK Q awo 4650 FINISHED GRADE _------- n" r(CENTERLINE) -- I 1 Z W - EXISTING GROUND O ----------- Ll (CENTERLINE) SL) Q ----- + 0 ; 4640 � 0 1~jl N 4640co Q U N = W Q N o U Lu n O + i N N W O ui yGP�' S EXISTING GROUND ZV 4630 l(CENTERLINE) In N N J 4630 50 N n 10 n cq N N a ID e < < a a ••i a < vi ui ro 16 m 'v n f m �• a o < 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 V CADNO. B03-050-22.DWG SHEET 22 OF 45 nno.. STA. 1 1+50, 25' RT �•,,JJ'70N ��C°•� CURB INLET TBC 4641.34 FUTURE FIELD INLET INV OUT 4638.12- n F j zo STA. 11+50, MHO54A (6'0) INSTALL 34 LF OF 12" FUTURE FIELD INLET V zz� INSTALL 34 LF OF 12" RIM 4641.36 CUSS III RCP O 0.50X INV IN (E) 4637.96 STA. 2+50, MH #51 (5-0) STA. 2+50, 25' RT 03 CLASS III RCP ® 0.47%- INV IN (N) 4637.96 INV IN (S) 4637.96 STA. 9+32. MH #53 (5-0) RIM 4643.30 CURB INLET INV OUT (W) 4637.96 I RIM 4642.50 INV IN (SE) 4639.76 TBC 4643.14 a / INV IN (E) 4638.39 INV IN (N) 4639.76 INV OUT 4639.93 STA. 1+65, MH 50 (5'0 U q z INV IN (S) 4638.39 ) L) Ihi/1 INV IN (S) 4639.76 RIM 4643.45 d ///-IINNSTALL 14 LF OF .50'x22" a INV OUT (W) 4638.39 H p ppT AA II RCPA ® O.SOR - HULOER I f�0/1D INV OUT (W) 4639.76 I INV IN (S) 4639.93 INV OUT (W) 4639.93 N O 15+00 �77- fy'�Fw -- ---VFW Im 6+00 7+00 PM 5+00 3+00 w o w SD SD SD SD SD SD-------- SD SO rur�_ Z z V 121- I a STA. 11+50, 25' LT CURB INLET - - -- - - - - �- - - --- -- - - INSTALL 14 LF W a A wY ITN 4641.34 RI A 4644 95MH �{52 (5 0) OF 13Xt"x22" Zw Z g� / INV OUT 4638.03 �- CLASS III RCPA ® 0.50% ��Q 3 � w IN IN (E) 4639.15 Oo x w (�'N 1 r' STA 11+60, MHk54 (6-0) + INV OUT (W) 4639.15 STA. 2+50, 25' LT I+M} >a U Z 4.6 I RIM 4641.36 p CURB INLET O K U U U w 1n INV IN (E) 4537.94 I c TBC 4643.14 TC Lu W m O 1/ INV OUT (S) 4637.94 INV OUT 4639.83 I p p p �Zo i Ley 1 INSTALL 94 LF OF 26%'x43V4" In Iq ul W /fI 1 rn CLASS III RC % I o O O �y �03 �l��� J N / I 1 INV OUT 4637.75 v 1 I � www 1 � T � www 1' I 1 11 m m In DRAWN BY: EWB 1 1 DESIGNED KEW LITY CHECK:OUA ( 1 J 1 JOB NO. 8 3-050 FIELOBOOK 150 TYPE 2 EXCAVATION / TYPE A BACKFILI 0 50' 100'� I I I I n SCALE n� Mm s mceewrne„�°a =aa_ n aaa��m f reitil�Nz�-'�"- � RECORD DRAWINGSMMm n n APPAOV+b mwe oa o ' ong3 0 ±4 ^ +'� r +t nlwzn NAME TITLE W 4650 non ��zzz ozzzj + O eo o M f» 4650 ��azo »» o »> ag»» �zz THOMAS DEAN&AOSKINS,INC. Q o �zzzz N �zzz gzzzz a > TD& ENGINEERING CONSULTANTS -z FINISHED GRADE aKLni r 90ZF"-KN15PtlA (CENTERLINE) �'�� d - _ �i -- ___ ___ __ ----,•�-_-� - _________________a._---_____ _ y--�- - 4640 __________________ __� T__________ -2 -- __ 4640 21 B L.F. 0.20 X 26%" x`'d3�" RCPA CLASS III 379 L.F. 0.20 X 30" RCP CLASS III --- --- 0.20 X 24" RCP CLASS III 0.20 X �' ' -------'-- --------------------------------- 24" RCP CLASS III � .. j -V 10 L.F. EXISTING GROUND = E k20 % (CENTERLINE) 2 x 43%" N RCPA CLASS III 0 0m tm m W m W 4630 w 4630 V no 1 EXISTING GROUND � 5 (CENTERLINE 50 to m v n a m n n m a w n m n r m ap Q g a < ao e a a a a a 12+00 11+00 10+00 9+00 B+00 7+00 6+00 5+00 4+00 3+D0 2+00 1+00 W 49� STA. 13+00, 25' RT O N T-A,N f,,.. CURB INLET ``*' El TBC 4642.22 INV OUT 4638.89 INSTALL 52 LF OF 12" CLASS III RCP O 1.79% INSTALL 60 LF OF 12" CLASS III RCP O 1.55% STA. 13+00, 25' LT 's70N INSTALL 62 LF OF 12" CURB INLET CLASS III RCP O 0.47% STA. 13+50, MH#55 (6'0) TBC 4642.22 RIM 4642.50 INV OUT 4638.89 ZOT STA. 20+98, MH#57 (5.0) INV IN (W) 37.96 U r� S,.IA 21+50, 25' RT RIM 4642.91 STA. 17+45, MH56 (5'0) _ CURB INLET RIM 4644.99 INV IN (NE) 3Z96 z TBC 4642,91 INV IN (NW) 4639.44 zzo V OUT 4639J3 INV IN (SW) 4639.44 INV IN (W) 4638.73 INV IN (SE) 37.96 ICI sQ INV IN (S) 4639.44 INV IN (S) 4638.73 INV OUT (S) 37.96 INV OUT (E> 4639.44 H U LB E RT ROAD INV OUT (E) 4638.73 Z bfi s3+ r�+o0 s1 23*W t +�0 13+00 174M r6+00 1344M 14+00 1 00 11+ G � - —+— --i - - —i - - +� - - —► SO SD SD S SD SDR62 NLET z z 4642.914639.73 I I I TA 6 L �' , O w I N I'+5 LL 4 L i m=Q- Q W z I I. — dF 22Yz" 6Yx" ! N O� "w CLASS III RCPA ® ry37% ; C/1 u• INSTALL 54 LF OF 1-*-x22" SEE SHEET 25 FOR II j I / /� �2 Z SORA STREET STORMIP N 1 I V OUT 637-7 (1 CIASS III RCPA O 0.54% I , 1 w U U U k7 I I I II I---- INSTALL 31 LF OF 12" I 1 o w o Q LLwz CLASS III RCP O 0.81%- Sao Y_ I I I I IIt x go / I f7 VIJ N STA. 2+90, 16.5' RT_ / I I I I I I — CURB INL 1 I i W W W I I I I TBC 4641 BO 5 , I J tl 50' 100' 150' ¢ ¢¢ ���.������44CYY111�%%% INV OUT (E) 4638.55 I I 0 0 0 I ' - � SCALE mm SEE SHEET 25 FOR � 33 FEN WAY STORM DRAIN I I INV OUT 4�(37.75 1 1 w w INSTALL 37 OF 15" - 1I CLASS III RC 0 1.49% ' 1 m m m - STA.-2+911b. 16.5 LT( � � � DRAWN BY: EWB 1 CURB INLET \ DESIGNED BY: NEW 1 TBC 4641*8 III I INV IN (W)`+,638.30 , QUALITY CHECK: � l\ � DATE: 1I4/05 I INV OUT (E) 638.30 I \ � JOB NO. 1 \ " 803-050 FIELDBOOK TYPE 2 EXCAVATION / TYPE A BACKFILL RECORD DRAWINGS APaROVEp �I/•>�Afifl J oMa NAME TITLE DATE M W of oi<rn aa� �rnmn Ill r THOMAS,DEAN&HOSKINS,INC. a„ u!"'� 1 e a° D& ENGINEERING CONSULTANTS Q 3 3.E +a z z sera iNiM�-B02EMNi-NMISPELL 1/ONruu !� O!Z� N1 S FrH O3 IW/Iv lEMi510N WASMNG ONE a o +azzzp �a�www Nzzz� N�y o co l-F-r V1 cn&zzz +a---O IL 465C � awwwLw h650 co�f a Z ZZZ $zz z p Y FINISHED GRADE Z V (CENTERLINE) ~ p z m — --- ------------------------------------------------------------------------------- 353 L.F. 0.20 % 30" RCP CLASS 111 395 L.F. 0.20 % - N "'�'a' 0 Q 4640 I v ------------------------------ 30" RCP CLASS III _ _ z W m � Q EXISTING GROUND (CENTERLINE) _ cn O 7 W tt W W 1r V H w 4630 m ~ m m 3 + yGP 5 EXISTING GROUND V (CENTERLINE) 50 a a a a n n ao a a a a a a a a c o a a a a a < v e e a a a d e a e a a d a a a a e a e a a 23+00 22+00 21+00 20+00 19+00 18+00 17+00 16+00 15400 14+00 13+00 CAD NO. 603-050-24.DWG SHEET 24 OF 45 RECORD DRAWINGS °N..TA." APP4VE STA. 1+10, . '0 MH#57 (5'0) i fii STA. 1+10 MH#56 (5 ) ` N""^E TITLE DATE RIM 4642.91 sj 11111,Q�„ INV IN (NW) 4639.44 RIM 4644.99 INV IN (SW) 4539.44 INV IN () 4638.73 TDBc THOMAS,DEAN&HOSKINS,INC. azo0 INV IN S 4638.73 ENGTNEERTNG CONSULTANTS INV IN (S) 4639.44 wuI rws-evzeuw-wasaDi KrNa V zZO HULBERT ROAD INV OUT (E) 4638.73 5 = '0 INV OUT (E) 4639.44 ' IFwsToa iD.wD i Z- - - - - - - - - - - - - - --- - - - - - - STA. 6+29, 18.5' LT (�(n sn sn SD- SD sD so- I A. 1+1p, 11' LT STA. 3+00, 12.5' LT Q\ CURB COMBINLET MANHOLE MHN53 (6,0) MH;{58 (5'0) '{'Y TBC 4646.36 - RIM 4642.$0 Mr 4643.93 N INV IN (W) 4643.11 N INV IN (E) 4638.39 I IN (S) 4639.fi8 \ INV OUT (N) 4643.11 0 INV IN (S) 4638.39 INl( OUT (N) 4639.68 INV OUT (W) 4638.39 by O z I STA. 3+ 0, 18.5' LT w m COMBINATION MANHOLE y CURB INLET STA. 1+91. 18.6' LT TBC 4644.r54 iT w N N I COMBINATION MMHOLE INV IN (S) 4640.03 1 z _w - I CURB INLET INV IN (W) *640-03 mot' Y 7 TBC 4643.44 INV OUT (N) 4640.03 O W a INV IN (S) 4638.96 - ^ w Y m INSTALL 31 LF OF 12' I INV IN (W) 4638.96� /+J - INSTALL 31 LF Of 12" z ~ �.'a Z I I I I CLASS III RCS I INV OUT (N) 4638.96 _ CLASS III RCP ® 1.19 O�w 0.0�w It INSTALL 35 LF OF 12" rnr-tz J 4.0 D I I I CLASS III RCP ® 3.03 � U U U W 9 �� 0 0LU �wZ I I STA. 2+87, 16.5' RT AAY M�ro CURB IN } -UC 1043.30R�r W boy INV OUT 4640.06 I 1 1 R 4E STA. 6+29, 14.0' RT o F-I ma 0 50' 100' 150' O STA. 2+87, 16.5' LT �• - -f'` `aIA V CURB INLET OR 1 1 1 1 1 I I I COMBINATION MANHOLE - V'�f� TBC 4646.49 CURB INLET - _ INV OUT (E) 4643.48 S C A L E _ III I; TBC 464138 I - V- -. INV IN (W) 4639.75 STA. 1+91, 18.5' RT , < L- STA. 4+25, 16.5' RT STA. 4+25, 16.5• LT INV OUT N 4fi39.27 I CURB INLET p C,¢p ( ) INSTALL 35 LF OF 12" COMBINATION MANHOLE -- -tiUR8-INLET I I -- ---- - - TBC 4643.44 CLASS III RCP 0 3.37% CURB INLET I TBC 4646.27 I I I ,I INV OUT 4640.02 mat TBC 4646.27 INV OUT (W) 4642.94 I U) I 3 INV IN (E) 4642.63 O { STA. 3+50, 18.5' RT w INV OUT (N) 4642.63 x CURB INLET r7 A 17-4 ���� D I I INV OUTT(E) 6 4754 � !b ' 50' 100' 150' INSTALL 31 LF OF 12" m I 4- S C A L E DRAWN BY: KEW ' �"� EWB DESIGNED BY: KEW CLASS III RCP ® 1.0% m I G QUALITY CHECK: DATE: UU05 JOB NO. 603-050 III I + FIELDBOOK III I� IIIi TYPE 2 EXCAVATION / TYPE A BACKFILL TYPE 2 EXCAVATION / TYPE A BACKFILL TYPE 2 EXCAVATION / TYPE A BACKFILL n� uja n n 0o o 3 e-Z Q �/ n nnM o^iM m 00' o Z a = LL nn1° na mmM mmm m� eaa x e mei �Dme nn<0 ��n u, ne Ia,n '43o W e e mee e„ n m ID eee„ Q. �m 10 1O m z e aom,o ��e ne,-. L N z U> J o;n �Dv _a_zzo 3 mev aee, "Dom z z a3vMi v�i mzz MM eo- NeZ x±� r� �°pi�j n pea3 z ri�'"� ,- a� ZOO, ewww ZaOe�o 'D niwln e-' x+eZo ezzo Z w 4650 ern xeez0 4650 4650 wazzz �`�v~~4650 4650 =+ezz� +ezzo �» ,�„amz'ii Q m"F �fri o z_z 4650 O oNzo am» EXISTING GROUND ,<Q>> > 0;5 am (n a- NFzz (CENTERLINE) 1--- o �zzz �I^ Z FINISHED GRADE as�> FINISHED GRADE gzz (CENTERLINE) - FINISHED GRADE --(CENTERLINE)--------- m Q 0(CENTERLINE) CC S 111 - - UJ G RCP CIAS ---_ _ ------- -- -- Z -- _--- - - +179 --- - 50 LF _ - _ _� - =1-x'-'- -- -- 1,1 ASS 1LF__ _ -82 L.F. _ _ ------ --- Y O 0 LL4640 4640 46400.30 % 15" RCP CLASS 01 __ _ 0.70 % ----- �79�F__---- m EXISTING GROUND 4640 4640 -- 0.69 %---- J04 LF.----0.69 %- 4ti40 W (CENTERLINE) �`' ------- ~ 5 ------_----- -- RCP CLASS III 18" RCP EXISTING GROUND 18" RCP CLASS III (CENTERLINE) F W CLASS III SVP� 5 V W 50 J 50 Q co ZLP� 5 4630 4630 4630 50 4630 4630 4630 V O co N n , n m t0 tp o0 n 1� n a� n m M N OD �< �a < a 'D a 1+00 2+00 3+00 4+00 1+00 2+00 3+00 1+00 2+00 4+00 5+00 6+DO FEN WAY STORM DRAIN SORA STREET STORM DRAIN WARBLER WAY STORM DRAIN CAD NO, B03-050-25.An.. SHEET 25 OF �31-916 x 51-)b CLASS III `42" CLASS III RCP PIPE 3t-A(0 x 51-7� CLASS III �nT RCPA PIPE , 1/ RCPA PIPE * '� INV OUT FETS 4634.75 1 - _ INV OUT FETS 4635.75 INV OUT FETS 4635.75 7ft�� INSTALL 136 LF OF 313(e x51M" CLASS III RCPA PIPE W/ FETS 0 0.80% 1� ,•`azo INSTALL 136 LF OF I INSTALL 136 LF OF + + + T i zox 31N."x51M" CLASS III 1 4.2" CLASS III RCP PIPE v zo< RCPA PIPE 0 0.809, W/ FETS ® 0.80 % o w"FETS j mN o 0 0 V2 3 rIrf 7.25• 7.25' Z z 14+00 _p 13+00 0 I 11+00 V)FILL\- H ROCK N2 PIPE PLUS ANDHWASHED 6" MINUS RECORD DRAWINGS Of O sD SID SD so-/ m APPROVE1?jy/ ''.}/- w O w INV IN FETE- / , -,lp.-�J�^'� /4ty w_ 4635.84 j i NAME ` TITLE DATF INST L 39 LF DF ,D" INV IN FETS 'INV IN CREEK CROSSING PIPE SECTION A _ Z u� J PVC ® -as% 4636.64 FETS 4636.8j, TDBC o 4 V) N NO SCAT 26 THOMAS,DEAN&HOSKINS,INC. o o w 2A 6Yi' CLASS III RCPA INV OUT m ENGINEERING CONSIJ[.TANTS a Z W a ♦ / LEWIS F/11S-B02D/AN-WWSPElI. YONfNN J . /1 W j " INV OUT 4637.75 • 4637.55 / ° •a lE'�SfON wAv■i�aro ZO w o_ F.1 z Q PLACE RIP PLACE 4 • ~ s UTLET • / RIPRAP INSTALL 1 LF Ql-p w r r. / OF 10y PVC 'm w z Q 7 m ' 6 ♦ 26,6"x4-V Lu(POND SOTTO ELEV=463'�.75 i • ` ' / ® 57 ♦ CLASS III RCPA U U U N P STA. 3+65, 21' L7 w W TER SURFA _ ELFV=4630.75 ? '• / / i 7 CURB INLET (n 0)/n pR �.,!•� �' i i ♦ 'INV OUT 4637.75 TBC 4645.52 w w w O 4wz yt- 0 0 0'/ / PLACE RIPRAP TA. 1+57, 21' LT INV OUT W 4642,27 N AT OUTLET ( ) 0 50• 100' 150' CURB INLET li INV IN 4637.75 • r I 1 _ ,� L� 11 I I I I TBC 4644.13 O O o ¢a PLACE RIPRAPi p ' j r ♦r .� INV OUT (W) 4640.92 00 m rp �1OJ p � S C A L E STALL 40 LF �N INY TF407. 5� 1 I�' R , _ OF 12" CLASS III ( I INV IN ( � �I N ( ) POND F P h f�IP P 1 4637.75 I •• 2 STA. 1+10. MRIM 4643.45 -_. __ OF TAIL CLLA69 III RCP ® 1 78% w W w 25791 CUBIC I EE1 f ' i 11 PLACE 1 4 _1 • i INV IN (S) 4639.93 RCP ® ,.BB% N. 27TH AV N 1 RIPRAP •�r INV OUT (W) 4639.93 AVENUE 0 00 00 j 0 WATER t_. ION BERM I \ -;� 11• 1 2+00 n m m m 3H:I V 0 ELEV=4339.1� I ' - _ 4+B0 5+00 6+ 3 3 3 4Ht j / • eQ - r - - - �- - r F i- - I www `. •% / / / �1 f� n / 1 S0 s0 sD > >> 1IN LASS III RCp ♦�- i 41 m m m INV OUT 46.573 PLACE RIPRAP l i �;• IJ1i:7V � p ' AT OUTLET♦ � /' / I � �. 1 8 � ----- --- - __ - --- DRAWN BY: EWB ♦ i i•• , STA. 3+65, 21' RT DESIGNED BY' KEW a COMBINATION MANHOLE STA. 5+70, 21' RT i, l i 1■ QUALITY CHECK: � ■ � r / -STORM WATER i CURB INLET CURB IN[FT I DATE: N4105 S' I DIVERSION ER TBC 4641 56 TBC 4646.7 T ■ / • TOP ELEV=463�q. 5 I INV IN (S) 4641.56 INV OUT (N) 4643.59, JOB NO. B03-050 ��-� • I I STA. 1+57, 21• Rl 1 FIELDBOOK / • COMBINATION MANHOLE INV IN (E) 4641.56 ■ I 1 1 • INV OUT N 4641.56 j CURB INLFi ( ) � ■ TBC 4644.13 I • • J /� • INV IN (E) 4640.17 I • 1 ♦ 4r{;1 INV IN (S) 4640.17 p I 1 INV OUT (N) 4640.17 8 1 ■ • +� BW:iV 1 POND G 1 ; I 1 �,• 20604 CUBIC FEET W I I 1 !r yr • •�� ? POND BOTTOM ELEV=4637.75 = Z ..■ I / / �1 tih I WATER SURFACE ELEV-4639.25 d I i ( • `D ■ \ • n ��o a C \ `. \ '� - ♦♦ a3 aay z Sri winZ nZ Z 4. CATTAIL CREEK 11 1'1 ti ♦♦ o rnaaZ =nazz� +ems O 0 • 1 • 4650 0 r.jz0 z *Qo U O z a0 d • \ \ ♦ a-o uT a.....F o;.k > z a o> 4650 Q Z Q • V A ��1 _ • rn &�ii rn­Z99 FINISHED GRADE W WETLANDS BtlUNDARV-\ \ -_- \` ♦ (CENTERLINE) - -- _---- - - - (n N ~' Z _ _---- --- Y O Z W •• \ \ - \ '• _ - - Z°"RCP_CLASS III W m W - -- • \ �� . •• 47 L.F. -lam_--- - - ___ \ I _ 18" RCP CLASS III 205 LF_ 0.99 % ♦ \ • J 0.51 % 208 L.F D.67 9 - - -- V Q - ----------- \ • 4640 ------- - --" EXISTING GROUND • 1 \ (CENTERLINE) 4640 ♦ \ I • RCP J CLASS lu N • \ • Z • � � CF' S • / i' EXISTING POND • 4630 ■ �' // / • 50 4630 ■ , / • N r'1 b N m W) N Or rp 10 O it �D V1 rp r0■ � i / • < a a a a v a a a a o a• I / / • a e a a a a < a a o a -� 0 30' 60' • 90' • 1+00 2+00 3+00 4+00 5+00 6+00 S C A L E ■ CAD NO. B03-050-26.DWG SHEET 26 OF 45 RECORD DRAWINGS APPIYOVEf NAME TD&I� THOMAS,DEAN&HOSKINS,INC. Z Za ENGINEERING(YINSULTAN'FS moo SPOKWEtLls-BO2EIMW-IcnLISPDL W�IN _� 0=— LEWISTON IOWO 1 _ F a z z i C4 Z i g O � N 0O w i o< I �J EXISTING 6b MANHOLE SALVAGE TOP SECTION AND w U vWi ABANDON REMAINDER IN PLACE m� cc STA. 0+56, 2.2' LT G EA(W w W W INVERT FETS 4637.86 .93 II, PLACE RIPRAP IN DITCH DAVIS LANE EXISTING IRRIGATION DITCH EMOVE AND REUSE ZZ w 0 �.I z¢ EXISTING 48" RCP 0=w (�V w 5U OL Tm Ouilz UX Of E- fr -F- _E—_ — - 0+73.73 Z V)N(VA w OpG O 4 IRR IRR IRR IRR IRR IRR IRR -0 O SOS 100, 150' h yyyyl ~ O �� IRR IRR IRR IRR IRR IP.R I w_ h p �0� — — — _ — — _ — _ — — _ — — — l^ E E 0-- E S E — _ E E �E —�-ED _ - - _ E 0 E �� I I I ( S C A L E I �� ��� STA. 1+24, 25' RT STA. 5+50, 25' RT M 6' 0 MANHOLE STA. 10+18, 25' RT w w 27-1/7 BEND_ INV IN 4641.43 4641+ ..0 (S) EXISTING IRRIGATION STRUCTURE < INV OUT 4641+3•.02 (N) < <Q REMOVE 48" RCP FROM IRRIGATION O 0 O STRUCTURE; POUR NEW COLLAR AROUND FIRST LENGTH OF PIPE 3 J EXISTING INV OUT 4655.6 w� m m m DRAWN BY: EWB DESIGNED BY: KEW QUALITY CHECK: DATE: 114105 N JOB NO. 803-050 N o FIELDBOOK 01 EXISTING GROUND 4660 oaf (CENTERLINE) 4660 zoa� f Ana ¢ate» /�.__-- -��'/- u:N�zz -,�/ - - �J M LLI L w 4650 -� - FINISHED GRADE � `— __ }1 a\ R -,_,- � 4650 E � (CENTERLINE) / _ - //,. 1_ 2 48" RCP q68 Q / V) F- w / \`✓y06 i -------� --„" 111 RCP > Z 48" 0 CLASS z _ Z J / 9.59`7Fv~i A99 L.F. 0.59 >• - ------ " m Q J 4640 -- --- - w 4640 -- Nd ---- -- -- -------------- n z_- - Yo > Q NATIVE CLAY m O w a s J 0 w 4630 m 50 4630 Q EXISTING GROUND BEDDING GRAVES 12" MINIMUM d (CENTERLINE) U lCD rl�p m�D t0 t0 t0 �0 o � N N N IRRIGA TION BEDDING DETAIL O O m 0 O n n n n 0 n n w NO SCALE0 m 0 0 0 0 1 10 a a a a a a a a a a a a e a a a a a a a a 1+00 2+00 3+00 4+00 5+00 6+00 1+00 8+00 9+00 10+00 CAD NO. B03-050-27.DWG SHEET 2' — I i EI �. INSTALL VALLEY GUTTER 1 �= SEE C.O.B. STD. DRAWING INSTALL COMBINATION STREET s, 2 N0. 02529-1 SIGN AND STOP SIGN R 't• HULBERT ROAD V ��o 13+00 „+00 10+00 9+00 a00 7+00 0+00 5+00 4+00 3+00 +W I , Z 0Z- 3 INSTALL DEAD END BARRICADE a SEE C.O.B. STD. DRAWING SEE SHEETS 38=40 SEE SHEET 37 FOR V) I�.O VJ INSTALL VALLEY GUTTER NORTH 27TH GRADING O h+4 Z z N0. 09810-2 I SEE C.0.8. STD. DRAWING FOR INTERSECTION NO. 02529-1 GRADES AND BACK OF Ir w 3T CURB POINTS a2' ��yy u w INSTALL PARK � Q �q U s / BOUNDARY MARKER 60 ~ 90 /W I ) INSTALL COMBINED STREET ? Ivl N SIGN AND STOP SIGN I w ~ U)> A I oO / 1 SEE SHEET 35 FO I'' Z WARBLER WAY GRADING 1 w� CC� m xU UU www w� O uj O O �z o x �o�: 1 11 , 0 Li 'i- 'i W I I I I A S C A L E mmm �I DRAWN BY: EWB DESIGNERECORD DRAWINGS QUALITY CHECK- HIGH KEW QUALITY CHECK: APPAOV4 / J DATE: 114/05 HIGH POINT ELEV = 4645.27 ,( J �/. p JOB NO, B03-050 HIGH POINT STA = 5+71.07 l.l�ti',." �'�(/9 _ _ PVT STA = 5+71.07 LOW POINT ELEV = 4643.46 r NAME S TITLE pATr — FIELDBOOK = LOW POINT ELEV = 4641.65 PVI ELEV = 4645.53 LOW POINT STA 2+50 - LOW POINT STA = 11+50 A.D. _ -1.40 PVI STA = 2+50 THOMAS,DEAN&HOSV NS,INC. PVI STA = 11+50 K = 107.14 PVI ELEV = 4643.28 TD& ENGINEERING CONSULTANTS PVI ELEV = 4641.48 A.D. = 1.40 6 GREATEAus-00zEMAN-Kuis�u w Am 150.00' VC K = 71.43 tawisro" iowo A.D. 1.40 K = 71.43 100.00' VC 0 100.00' VC ^0 0 0 00 ryo + v m e m o m a e e o o a u e W 4650 cJ a + a 0 u � 0 "`' < N a II 4650 N a Z m m U m ui w u > > -FINISHED GRADE m a > d a m m (CENTERLINE) ZZ -0.70R -0.70R •029,-_7 ZO .�� '---------- ., ----- -- O 4640 Za. 0 4640 IO EXISTING GROUND m Q u k N N (� m O W m W 2 46,10 SEE SHEET 39 4630 u FOR INTERSECTION �GP�F, 5 EXISTING GROUND FINISHED J N GRADESGRADE (CENTERLINE) (CENTERLINE) 4',= m Ne tmo 1e ,oe O`o re'1 mme Om Mrye �mmNe malMe.j lO0 M`1 l�o,�erj JD 9 1p tom mee leoe loet m7m n Ne taJo `toLmea �e<e 10 me ee n`*a ee m oy 04 Oe N J 0 n m Opp V e ,r ee ee e,4 ee ee ee .Le ey. ee ye ee ee ee ea e� ea ea ay ea e� <� ea m 12+00 11 Too 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 CAD NO. 1303-050-28.13WG SHEET 28 OF 45 T.4"N" El INSTALL DEAD END BARRICADE INSTALL DEAD ENO BARRICADE INSTALL DEAD END BARRICADE SEE C.O.B. STD. DRAWING SEE C.O.B. STD. DRAWING SEE C.O.B. STD. DRAWING NO, 09810-2 NO. 09810-2 NO. 09810-2 1 azo INSTALL VALLEY GUTTERS INSTALL VALLEY GUTTER r zoo s� `h SEE C.O.B. STD. SEE C.O.B. STD. N ZZo DRAWING NO. 02529 ' DRAWING NO. 02529-1 Z Z_ 25a I 'RI 3 HULBERT ROAD s F 23+ 7 0 - 22+00 - 21+00 - 0+ - 19+00 16+00 17+00 16+00 15+00 14+00 13+00 ►a INSTALL TYPE 1 STREET O MONUMENT BOX FOR SECTION CORNER 1 -- — --- SEE C.O.B. STD. DRAWING NO. 02529-3 1 I < 20 2 Q � O INSTALL ALLEY APPROACH z_ W 'P INSTALL ALLEY APPROACH SEE C.O.B. STD. -� SEE C.O.B. STD. o W DRAWING NO. 02529-7A- I DRAWING NO- 02529-7A _ w Q so'1/w ( I GbNST UCT SI WALK zo INSTALL COMBINATION _ INSTALL COMBINATION STRE6 1 s0 /w II I 34 ADJACENT TO ARK �� STREET SIGN AND SIGN AND STOP SIGN INSTALL COMBINATION ST U� Z m SIGN AND STOP SIGN INSTALL PA STOP SIGN I I I W fY �� W I - BOUNDARY ARK R I �UUU INSTALL COWIN TION ST ET w w w O <a z �I I I ,I I I I SIGN AND 6TDP IGN 0 0 FQ 1 YG SEE SHEETS 38-40 x _ I I I o �O FOR INTERSECTION I E"'I 'o GRADES AND BACK OF CURB POINTS I ' w w w ( I I I III' I i I J o00 I I m Ilk f � 3 I w I ) ! I � SEE SHEET 30 FOR SEE SHEET 31 FOR SEE SHEET 32 FOR SEE SHEET 32 FOR SEE SHEET 32 FOR SEE SHEET 33 FOR DAVIS LANE GRADING FEN WAY GRADING FEN WAY ALLEY GRADING SORA STREET GRADING BLACKBIRD ALLEY GRADING BLACKBIRD DRIVE GRADING co In co 50' 100' 150' II I DRAWN BY: EWB S C A L E DESIGNED BY: KEW HIGH POINT ELEV = 4645.50 QUALITY CHECK' HIGH POINT STA = 17+61.79 DATE: 1l4l05 RECORD DRAWINGS PVI STA = 17+61.79 JOB NO 803-050 LOW POINT ELEV = 4643.23 PVI ELEV = 4645.76 FIELDBOOK LOW POINT STA = 21+44_91 A.D. = -1.40 APPROVE PVI STA = 21+50 K = 107.14 � .` /(,( j� 511 PVI ELEV = 4643.04 150.00' VC NAME :: THE DATE A.D. = 1.56 K = 64.15 TD&� THOMAS,DEAN&HOSKINS,INC. 100.00' VC ENGINEERING CONSULTANTS GREAT Fw -9OZEMIM-IVIISPEU YOMML� n N Onl N tsE`m�E wA5'MIQWp �y�n d m d •'I O 4 O + W n m < m < 7 + n n d d = 4650 e N d V cta'i ._ray. >> > T� L) W U w W W m m i .�i m m FINISHED GRADE Q. , Z 8 - .7 D.7D9, .10ENTERLINE.) ------- -- ----- -- -- - , ------ -- c Q 4640 I \_----_ -- - -r -- - --- _-_---------- _ - _ - 4640 � 2 Z LL EXISTING GROUND - 7 (CENTERLINE) U m Q 3 & N ui N W z - O m w 5 m W m w T� U + W W 4630 50 SEE SHE 38_ SEE SHEET 38 _ SEE SHEET 38 SEE SHEET 39 tii J (n FOR INTERSECTION FOR INTERSECTION FOR INTERSECTION FOR INTERSECTION GRADES GRADES CENTERINGLNE)GRO GRADES (CEFINISHED NTERLINE)DE GRADES Q n rop, and mNn Nrnn rne mrn ma m d n rn N m n m nn m n 4Q mm mN ' Sri n = o„i rn'i O1,i o'i g Pi < d dy d� nd nd as d a oaa ea dd � as ad dd as as dd da y o�,a` C, n rp m m,p mm rpm m,p mm mm mm mm mm m� mm mm mm mm mm rpm mm m,p rp,p mm rpm m d d da dd ad. ad da da dd de d� a ad dy ed �d �d �d d,+ dd d� ad �d a 23+00 22+00 21+00 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 CAD NO. B03-050-29.DWG SHEET 29 OF 45 �.I111 Irlrrr IS T El SEE SHEETS 38-40 FOR INTERSECTION GRADES AND BACK OF CURB POINTS SEE SHEET 29 FOR HULBERT ROAD GRADING INSTALL COMBINATION STREET <z00 SIGN AND STOP SIGN V Zd�rd z 01- =Z- AT IS N h� 2T CENTERLINE CURVE DATA FLOC E EX TI G CABLE N LINE STA. 9+73 14' LT P TA. 9+96, SAWCUT AND ; 'a. I p - 13'36'S8" TO BOULEVARD MATCH EXISTING REMOVE EXISTING ASPHALT m SALVAGED 3-10' LENGTHS R = 150.00 V7 E_ L = 35.65 j DAVIS LANE CURB AND GUTTER I w OF CONCRETE MEDIAN EMOVE EXISTING CONCRETE : Z BARRIER RAIL; ORIENT AS SHOWN I - - - ---- - - - --- - _— MEDIAN BARRIER RAIL AND REUSE -J Z' AT HULBERT/DAVIS INTERSECTION > a Z EXISTING GRAVEL ROAD I - 2+00 3+00 a 41+00 5+00 6+00 7+00 8+00 9+00 -_ 73.73 w Y ��y - _± t --1 - t - t - —I -—i— -t - 1 - t -—4 —--� Z> W Z i - - — - - - - -- _ — ----- ---� c7� OJ CENTERLINE CURVE DATA— -- — — — -- -- - — — — — — J V_ P aU p = 1231'3B" \ STA. 1+96 BEGIN o R = 150.00 TEMPORARY TRANSITION D U w a L = 32.80 EXISTING CURB D CUT ANDL REMOVE -STA. 10+62, 14' RT p> m FUTURE CURB W W MATCH EXISTING w w STA. 0+80, ASPHALT AND GUTTER CURB AND GUTTER �>Q A w= HEADER, MATCH EXISTING O(A Ir z GRAVEL ROAD TO NEW PAVEME tpQ Z C�N SEE DETAIL 44 liff SIGNS ATM THE TIE-IN AREA OF EXISTING AFFIC DAVIS LANE. K N 8, W m awo 0 50' 100' 150' o o � F I I I I I I I o S C A L E °J PVI STA = 8+66.05 d d PVI ELEV = 4661.51 w w w A.D. _ -2.17 RECORD DRAWINGS o 0 0 K = 92.14 APPR�OVEPt 200.00' VC u�_i4 81 I B of z z NAME TITLE DAB— J J a o THOMAS,DEAN&HOSKINS,INC. m TD&!o ENGINEERING CONSULTANTS m m m + a si+iE wa Ls-eozc -Ilulsvai wmvJ m o m w uF m lawn DRAWN BY: EWB Gi wDESIGNED BY: KEW n d QUALITY CHECK: PVI STA = 2+75 yi w DATE: 114105 . PVI A.D. = 4645.73 m m B03-050 0� _-- —- JOB NO A.D. = 1.97 - - IELDBOOK K = 80.29 I a660 158,22' VC I 4F60 I J d w 4650 w 4650 m FINISHED GRADE (CENTERLINE) EXISTING GROUND a (CENTERLINE) Z a w 4640 Z 4640 U Yo a w 0° w o 5 w w 4630 4630 V SEE SHE 38 50 J N FOR INTERS CTION EXISTING GROUND FINISHED GRADE GRADES CENTERLINE (CENTERLINE) m�n I w o °p "I o m n tO " '°o n I n n w V and OO OV) U] o10 do �Of mci m OM Nd' V1 1On �m COI n0 n w N N N Nd dd dd dd `rd dd dd dI dN �� �N NN NID NN N N N� N' ION t0 w 10 (O t0 IO IO ID w IO IO [O IO t0 w IO Ip w l 10 10 w N IO d� d� d� d� 0 d d d d 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 CAD NO. B03-050-30-DWG SHEET 30 OF 45 - - - - - - - - IS T.4 El 61 SEE SHEET 34 FOR =oo 0'b/w SUNOEW LANE GRADING zz- o= INSTALL STREET SIGN 0�-4 7v� INSTALL DEAD END BARRICADE STA. 9+38, 16.5' LT �F SEE C.O.B. STD. DRAWING MATCH EXISTING N0. 09810- I STALL COMBINATION STREET— FEN' A'A v y, I ,p CURB AND GUTTER SIGN_AND STOP IGN f C19 YY/'11 5 �. 1 2400 ; ±I� I� 6+00 7+00 I 8�00 —I 9+00 9+ .06 N O 'n —I\ —I —s I o x zz o� INSTALL VALLEY GUTTER INSTALL VALLEY GUTTER SEE C.O.B. STD. INSTALL VALLEY GUTTER J � U J SEE C.D.B. STD. I DRAWING NO. 025291-1 REMOVE EXISTING Z DRAWING NO. 02529-L_ SEE C.O.B. STD. DRAWING NO. 025 9- STA. 9+36, 16.5' RT I DEAD-END BARRICADE SIGNS SEE SHEETS 38-40 MATCH EXISTING tnj A fs1 a FOR INTERSECTION CURB AND GUTTER ZO GRADES AND BACK OF Lnw CURB POINTS >Ofm z� �In 0 W o yyyyO�� `Zo N —SEE SHEET 29 FOR 0 50' 100' 150' f I- HULBERT ROAD GRADING I I O O O S C A L E I I m w RECORD DRAWINGS m m m APPROVED DRAWN BY: EWB / _ DESIGNED BY: KEW NAME !I'fl C pg7E QUALITY CHECK: _ DATE: 114105 JOBTHOMAS,DEAN&HOSKINS,INC. FIEL No. Boa-0so TD&� FIELDBOOK ENGINEERING CONSIiLTANTS Fi�s-aOZEwu�-wv.sreu rusu�ew LLmsron MAM M W N Q 2 a Z 4650 _----------- 4650 Z Q FINISHED GRADE J (CENTERLINE) 0 6 ---- Z Q � w Z asao asao N 0 W EXISTING GROUND Y 0 � LL (CENTERLINE) hGP�4, 5 W m w uj W SEE SHEET 38 50 SEE SHEET 38 J (n FOR INTERSECTION EXISTING GROUND FINISHED BADE FOR INTERSECTION GRADES CENTERLINE (CENTERLINE) GRADES Q 4630 4630 � b � b � nn Nm rnN am rnw n°i V '6 t6 rl W N b O Ill Ol Yl b ld0 0 d M d d d d d d d d d d o d o d m w of �6 N O N O db db d'° a'° db db db db ,,.b .r In db db db ,rb ,db db db db d d e d d d d e d d d d d d e d e d 1+00 2+00 3+00 4400 5+00 6+00 7+00 8+00 9+00 CAD NO. B03-050-31.DWG SHEET 31 OF 45 DIS TAN 0 50' 100' 150' sr7 S C A L E z ZZ BLACKBIRD ALLEY70 - o� � - a z Ili INSTALL DEAD END BARRICADE a SEE C.O.B. STD. DRAWING I N C z N0. 09810-2 F�.I 4650 _- x 0 w J Ji W � �StISTEAELTL COMBINjAiION teo I�W FINISHED GRADE - __ - - 465p QTRSIGN AtJD (CENTERLINE) 101TOP SIGN + _J .x SORA'STREET INSTALL STREET SIGN Zo a I _ 2 _ _ 3+00 _ M _ _ 5+N _ 6f00 7 7+ .7 -------_ 14-$ - � - - Tw LuWfrXcr Qzm 4640 EXISTING GROUND 4640 U,cUi1 W�' (CENTERLINE) �� O 00 C �zz STA. 0+60, ASPHALT 1 SEE S EEfS 38-40 �pP, 5 how I HEADER, MATCH EXISTING FOR INTERSECTION I o'o.w GRAVEL GRAD ROAD TO NEW PAVEMENT AND BACK OF o1^J SEE DETAIL 2 CURB POINTS I 50 N EXISTING GROUND FINISHED GRADE w w w SEE SHEET 29' FOR I (CENTERLINE) CENTERLINE) O a0 0 4630 HUIBERT ROAD GRADING 4630 Nm NM m n,6 am NM Nm Oh Ohm ^� Om M me 3 FEN WAY ALLEY N ea a< e ea e ad Oa dc6 am m� .d NN �� W A 2+OiT - - 3+98 ) > r - -�- mmm r 1+00 2+00 3+00 4+00 5+00 6+00 SEE SHEET �i4 FOR -I DRAWN BY. EWB SUNDEW LANE GRADING DESIGNED BY: KEW QUALITY CHECK. FEN WAY ALLEY DATE ,q JOB NO. 803-05050 FIELDBOOK RECORD DRAWINGS APPROVEp LOW POINT ELEV = 4643.45 1 NAME' TITI-E 8/1 DATE LOW POINT STA = 2+87.35 J PVI STA = 3+00 i L&� THOMAS,DEAN&HOSKINS,INC. PVI ELEV = 4643.00 ENGINEERING CONSULTANTS M J A.D. = 3.15 QiGT FALLS-eoz¢uN+-Kursveu tJOMtAIN W SPOKANK = 38.04 i H WAS 120.00' VC Q ❑ m d Z Y a n m e Z Q V + a n d N m a asso d Q 4650 4650 FINISHED GRADE m 1.87% _ - - 4650 (CENTERLINE) m FINISHED GRADE (n m (CENTERLINE) 1.04% -1. 4 _-- - - --- - _ - m Q ❑ Q C0 LLj N 0 W �IEXISTTNC 4640 VEXISTING TERLINEOUND Y 4640 co GROUND 4640 (CENTERLINE) 4640 W W (CENTERLINE) F, W WN SGP� 5 ti 5 V a: SEE SHEET 38 50 SEE SHEET 39 50 J N Z FOR INTERSECTION FOR INTERSECTION Q EXISTING GROUND FINISHED GRADE W (CENTERLINE (CENTERLINE) GRADES GRADES EXISTING GROUND FINISHED GRADE l(CENTERLINE) (CENTERLINE) F" Q 4630 1 4630 4630 m_^m hni Na ONl e rDi^ ✓dl: ma 0rn rm Mm wm.nI n 0n allo a rn^ui LoD u) e"c mo On m ?n amm �a m� v�� n r, M 4630 o N V OJ mm ea �n as ed ea as as ea ea as as ea e'a Nd N� M� 'gym a,6 0n OU� r�m co�a rn�� Oe 6 O o° m In m Qom mm mm mm mm �nm Qom �o� Qom Qom �nm �n� mo � � � � � e e' d� as ed ae as ea ee as as ea as as as ea '+a m m m �n m mm m me roe ova �o; m� 1+00 2+00 3+00 4+00 5+00 6+00 7+00 1+00 2+00 3+00 4+00 5+00 6+00 SORA BLACKBIRD ALLEY CAD NO. B03-05032.DWG SHEET 32 OF 4; Et 61 w \ ' QOO VO z o=- i SEE SHEET 38-40 a FOR INTERSECTION 3 _ _ _ _ _ - GRADES AND BACK OF J� , STALL PARK CURB POINTS z BOUNDARY MARKER - -CONSTRUCT SIDEWALK CONSTRUCT SIDEWALK STA. 9+C 16.5' LT Q ADJACENT TO PARK ADJACENT TO PAR MATCH EXISTING NSTALL PARK INSTALL DEAD END BARRICADE I STALL COMBINATION STREET 1�\\ CURB AND GUTTER BOUNDARY MARKER SEE C.O.B. STD. DRAWING SIGN AND STOP SIGN BLACKBIRD DRIVE- \ R V) Q N0, 09810- I -- -- — - -- - -- - \ - — -- - O z z 1 2+00 3+00 4+00 5+00 a Uz —I N -I 6� —I 7 1 —I —I -1 -1 W w J d INSTALL VALLEY GUTTER - - - --- - - w^ SEE C.O.B. STD. //I --- rn> Q W Z DRAWING NO. 02529-L/ I I - z0 Z a REMOVE EXISTING 92 `�w INSTALL STREET SIGN Ow DEAD-END BARRICADE SIGNS 50' I >Of Ix� z m STA. 9+35, 16.5' LT of U U U G�J MATCH EXISTING w w(Al 31. CURB AND GUTTER O O O C) o 50- IL - SEE SHEET 29 C71/lJ HULBERT ROAD!GRADING N - _ - - - -- - - - < 0 I I SEE SHEET 34 FOR SUNDEW LANE GRADING: ED - 0 50' 100' 1 E G' 1 �����C A L EC A L E DRAWN BY: Eyre 5 DESIGNED BY: KEW QUALITY CHECK: LOW POINT ELEV = 4641.94 DATE: 1W05 LOW POINT STA = 2+90.30 JOB NO. B03-050 PVI STA = 3+00 FIELDBOOK PVI ELEV = 4641.70 A.D. 2.35 RECORD DRAWINGS = K = 36.25 o APPR�VEDr. o n 85.0 VC + lL NAME TITLE DATE a II II _ — THOMAS DEAN&HOMNS INC. N M F ) Q� _ -- 4850 N w ---- - 4650 TDW& ENGINEERINGCONSULTANTS�N y n + OPEAT F LS-P02EWN-KLLISPELI 4gitMNSPDXAR •-� N EXISTING GROUND a WASIANGTON a _ � "�� 1p""� W (CENTERLINE) - m m a ---- - -- FINISHED GRADE Z Q (CENTERLINE) ui 4640 4640 O a. yGP , Z SEE SHEET 39 _ 50 SEE SHEEP 39 FOR INTERSECTION FOR INTERSECTION N N ;^ m GRADES EXISTING GROUND FINISHED GRADE V (CENTERLINE (CENTERLINE) Y 4630 4630 0 W m W Q Lq0 M 0 1< O:� u 1-0 a0 NO OM m0 �O �Op 00 U � J 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 Q Q CU CAD NO, B03-050-33.DWG SHEET 33 OF 45 � I � � � I � I �I►�ONTAh/• 61 �Op= SEE SHEET 32 F I ,ofl b-'�4r SORA GRODING c INSTALL ALLEY APPROACH I I INSTALL ALLEY APPROACH I I I SEE C.D.B. STD. I I SEE C.O.B. STD. r 1 azo — _ DRAWING NO. 02529-7A DRAWING NO. 02529-7A I U <'ZX INSTALL STREET SIGN 's;� y�- o= I s ~ ;Y . � 3 1 I 2+00 4+00 5+00 6+00 I z -I d sq INSTALL VALLEY GUTTER INSTALL STREET SIGN r� SEE C.O.B. STD. DRAWING SUNDEW LANE e ry Z z NO. 02529-1 INSTALL VALLEY GUTTER �y _ SEE C.O.B. STD. — SEE SHEET 33 FOR "�/ J DRAWING NO. 02529-1 BLACKBIRD DRIVE GRADING y I I I w QW SEE SHEirlrS 38-40 Z Eli Of FOR INTERSECTION 0 (/] w .11 ADES AND BACK OF co > z m CURB POINTS SEE SH E7 31 FOR - _ fro In o u W J FEN WA GRADING I 0 0 0 Q �zo �11 ow ELI ELI W N c�v1� 000 A 01 50' Too' 150' m m m �1 L I I I I I I - 1 DRAWN BY: EWB S C A L E DESIGNED BY: KEW QUALITY CHECK: DATE: 114/05 HIGH POINT ELEV = 4651.63 JOe NO. B03-050 HIGH POINT STA = 4+23.74 FIELOBOOK PVI STA = `+20RECORD DRAWINGS PVI ELEV = 4651.80 A.D. _ -1.52 K = 59.00 APPROVED jbs NAME TITLE DATE M rn d N d + + TD&� THOMAS,DEAN&HOSKINS,INC. ENGINEERING CONSULTANT'S d vi a GGN ANE Ls-eozEruN-Kat>srcu waoMNcAN M U 4i >U> Ll lE1wSTON �lWp m j v j W m W cn EXISTING GROUND Q (CENTERLINE) --- -- --- ------- a 4650 ___ '- 4650 Z Q FINISHED GRADE 0- (CENTERLINE) O 0- w H Z Z J 5LP 5 W a QM D W IL LLI 4640 a640 N 0 o s0 Y SEE SHEET 38 SEE SHEET 39 SEE SHEET 39 O ZILI m W FOR INTERSECTION EXISTING GROUND FOR INTERSECTION FINISHED GRADE FOR INTERSECTION N GRADES CENTERLINE GRADES (CENTERLINE) GRADES w W U mTO r.o d o= dN d1 d Jl i(]Lq Md r.1m ,.�< 0°1 �d n ...✓1 N Ot N N Op N m <a dd da NN �N Oda V 10 0 o v t0 1+00 2+00 3+00 4+00 5+00 6+00 7+00 U CAD NO. 603-050-34.DWG SHEET 34 OF 45 SE SHEET 3gf9R 7 CAYSi STREET GRADING \ ` E 7 67 cm° \ (n STA. 9+52, 16.5' LTf�'F�Ory � MATCH EXISTING CENTERLINE CURVE DATA' CURB AND GUTTER azo (n� A = 17'35'46" _ ____ R = 400.00 zZ_ L = 122.847 of 3 INSTALL STREET SIGN mA �Qp _ �� co F ,5 - --- o INSTALL COMBINATION STREET I - ��' VN Vj SIGN AND STOP SIGN CENTERLINE CURVE DATA REMOVE EXISTING r- p = 1 T35'4$" n./ �' DEAD-END BARRICADE SIGNS Q_ 0 w R = 400.00 PPY STA. 9+53, 16.5' LT a ad U= L = 122.84 PRg��R 6✓ INSTALL PARK MATCH EXISTING V /r ti BOUNDARY MARKER CURB AND GUTTER4 Z,a INSTALL VALLEY GUTTER $ ' o r`l INSTALL DEAD END BARRICADE SEE C.O.B. STD. SEE C.O.B. STD. DRAWING tia DRAWING N0. 02529-1 - - - rn> NO. 09B10- I - ' INSTALL PARK '7�j� BOUNDARY MARKE ZO2 G'y Z INSTALL VALLEY CUTLER CONSTRUCT SIDEWALK 1Dw 1 _ Z� �� SEE C.0.8. STD. ADJACENT TO PARK W(r cr m W m • DRAWING NO. 02529- m co U)U LIT w w O �wz o 0 o z0 INSTALL PARK BOUNDARY MARKER 'w� INSTALL PARK CONSTRUCT BOUNDARY MARKER AD INSTALL PARK N ACENT TO SIDEWALK BOUNDARY MARKER BOUNDARY MARKER INSTALL PARK SEE SHEET 28 FOR HOLBERT ROAD GRADING \ a0 0 • INSTALL PARK A BOUNDARY MARKER m INSTALL PARK w 1. BOUNDARY MARKER- \\\ - - SEE SHEETS 3B-40 \ FOR INTERSECTION m m m GRADES AND BACK OF 4 50 100' 150 CURB POINTS 1 I I I I S C A L E DRAWN BY- EWB DESIGNED BY: KEW QUALITY CHECK: DATE: 1*05 JOB NO, B03-050 FIELDBOOK RECORD DRAWINGS APPROVE NAME TITLE DATE TD&� THOMAS,DEAN&HOSKINS,INC. ENGINEERING CONSULTANTS 56`REA1 EN15-B02EWN-IWISPELL wASNID GGMN M IETASLGN IOANO w O O O fA m m Q n a a < > z w 4650 a d _ _ 4650 Z J 1.20% __— O '(L y' FINISHED GRADE (CENTERLINE) — > Z EXISTING GROUND m Q Q w _-- - (CENTERLINE) N 0 J Co 4640 4640 W m W Q le 5 w w 3 w w U H SEE SHEET 39 50 SEE SHEET 40 cl) FOR INTERSECTION FOR INTERSECTION Q GRADES EXISTING GROUND GRADES FINISHED GRADE (CENTERLINE) (CENTERLINE) 4630 4630 Q OI N nN �O n;; WN NO -V M01 N) OG N N m^ NN N NN Nf0 U N a N) NN) NN ntl MO AID ali nN 0,6 W'6 WIU hn Ian OGm mm m6 00 ,r a.r as as ea as ae ay as a <e YQ y., a< aI YI ea n,n 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 CAD NO. 803-050-35.DWG SHEET 35 OF 45 \ I 3 El \ I a zo zox i U ago SEE SHEET 35 FOR zz- WARBLER WAY GRADING ANT 17 4E.3 4RV DATA yy I SEENOR SHEET GRADING 73 \ R = 40aOO ry L = 122.54 INSTALL STREET U007+4.71 SIGN 5+00 6+00 7+{OD CATALYST STREET INSTALL COMBINATION STREET 5 zV SIGN AND STOP SIGN m 11 ^ 24 INSTALL APRON INLET to A W SEE DETAIL e p w \ a1 9° �W INSTALL INLET APRON SEE SHEETS 38-40 U U U W rJ SEE DETAIL 1 FOR INTERSECTION INSTALL INLET APRON \ 41 GRADES AND BACK OF I p O w O LLwzo SEE DETAIL 1 CURB POINTS 'a-it �InJ ` I Q Q Q \ I ❑ 00 A 0 50' 100' 150' L I m m m I I DRAWN BY: EWS S C A L E DESIGNED BY: KEW QUALITY CHECK: DATE: 114105 JOB NO. B03-050 RECORD DRAWINGS FIELDBOOK APPROVFD HIGH POINT ELEV = 4649.11 HIGH POINT STA = 4+53.95 NNW - TITLE DATE PVI STA = 4+50 Pw ELEv = 4649.30 TD& THOMAS,DEAN&HOSKINS,INC. A.D. _ ENGINEERING CONSULTANTS K - 66.72.72 G W FALLS-130704W-NN1 L YDNiAHA SPOONE WASHINGION 100.00' VG IEWISTON IDAHO M W N o rn o rn + ro o d o v1 Io d d a W W Z p a w 4650 4650 (A �f� W .81% -0.69% > Z P FINISHED GRADE — ^ _ (CENTERLINE)_ __ -- ------ _ 1 Q \ m N `EXISTI_NG GROUND p VJ } (CENTERLINE) F, (n N O J uu m W 4640 50 4640 Lu w U SEE SHEET 40 SEE SHEET 40 FOR INTERSECTION FOR INTERSECTION GRADES EXISTING GROUND FINISHED GRADE GRADES V (CENTERLINE) (CENTERLINE) J cn LQ d� Q]m 1+10 Vld mm 11.0 qt0 MN Mm N� dN Il) H d a s d a d a d m d 1 d a d y d l d d m d a d a O V) tD e0 t0 t0 tD tD t0 0)w IOd o1p W6 W ep 1p Q d� a d .}, d� d 1400 2+00 3+00 4+00 5+00 6+00 7+00 8+00 V CAD NO. 803-050-36.DWG SHEET 36 OF 45 El 61 f azo V ZZ z oz- zQF a NW � -g mcrz O p = Z� SEE SHEETS 38-40 0 w FOR INTERSECTION Q U W „51 v= GRADES AND BACK OF "V CURB POINTS W a z J U z CONSTRUCT SIDEWALK TA 9+35, 21' LT Z t=F- a INSTALL COMBINATION STREET AS SHOWN MATCH EXISTING -o Li U CURB AND GUTTER p>> ^ W x SIGN AND STOP SIGN _ •� REMOVE EXISTING Ulj p p W N. 27TH AVENUE a DEAD=END_BAFRCADE SIGNS oo o o z o 2+00 - z! � - ! � -. - 8+00 - h 7+00 - 6F00 9+00 9+ cn cn(n W m www Z o /—� - - o V7 N � Y VI -jc 'P l^ C�UIJ INSTALL COMBINATION STREET p STA. 9+35, 21' RT SIGN AND STOP SIGN CONSTRUCT SIDEWALK MATCH EXISTING w w w AS SHOWN F" << CURB AND GUTTER O O< 60 /w mmm � Z www I SEE SHEET 28 FOR I SEE SHEET 36 FOR m m m HELBERT ROAD GRADING CATALYST STREET GRADING 0 50 100' 150 I � I D EWB I S C A L E DRAWN BY: ' DESIGNED BY: KEW QUALITY CHECK: DATE. 1/4105 JOB NO, 803050 FIELDBOOK PVI STA = 9+06.79 PVI ELEV = 4646.80 A.D. 2.62 RECORD DRAWINGS = K = 19.11 APPROVED 50.00' VC �j I B G PVI STA = 0+92.49 NAME TITL F M PVI ELEV = 4643.97 DE A.D. _ - THOMAS.DEAN&HOSKINS,INC. VW K 30.06 j = 06 0, � � � TD&50.00' VC + 4 EENGINEERING CONS[TLTANT MMua+ oMOa vu -60ZEMuKALISKu� w�.CTC.N a .0 Z .I U a Z m m ± d w A 4650 o d a > 312���� O d w Ji wa 4650 m m Zi Zi FINISHED GRADE R - - N ~ V,^ Q m m (CENTERLINE) ---------------- > 2 Z 04 _ ------- EXISTING GROUND fV y - (CENTERLINE) Y 0 4540 ----- wm w4640 ui W O Z SGP� 5 U J � Q SEE SHEET 40 SEE SHEET 40 sD FOR INTERSECTION HEXISTiNG GROUND FOR INTERSECTION 4FINISHED GRADE GRADES (CENTERLINE) GRADES (CENTERLINE) 4630 1 4630 V Nm n �� NO m� �� NO W� �Ip �O O(V �N 00^ NN rr .-N �tp NI(1 y.M a� Qa aM] aM1 �N a� al0 i(1� N^ 1pn 10^ IUn O mco mOD � 1 10 06 a on On 0N•- e a a a as as as as a� ea a� a.o a a a 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 CAD NO. 603-050-77.DWG SHEET 37 OF 45 STA:'0+79.69 OFFSET I I , I STA.0+59.77 20.&�R STA:0+79.37 STA 0+80.22 FFSET: 12.00 L _ _ El _ %1ST CL=152R OFFSET: 9.37 L OFFSET: 12.00 R L-4942NEW ST Cl-a844.97 R=46H.10 R=/612.95� 61 ' 'RSTA 21+06.792052.79 fSTA:P+BO.OB I OFFS FL-46402 58 642 95�R D.M 1 OFFSET:'34.82 R I I , <Z O FW4645.38 I -- I STA 23+05.12 U F�� \ OFFSET: 25.00 R ZZO 4 \ /R=4643.60 I ROAD O= g a 1 �= HULBERT 3 s�y� t+15.51 1 I HULBERT ROAD - - - FEN WAY - - (nIn OFFS 4645,R� 1 FG CL-4643.19 Er. 11 DSavis23.4.47 22+00 21+W srA 1+00 20+00 rI F R=a645.a9 r��F�F�F���JII�JJJIII 1 STA: 1+29.81 {- -f - ♦•' - 11 FG CL=4644.38 23+7041 23+00 srA ,9+30.12 cn * - - + - - START CROGNCL-RA46441058 Z 1 1 I HULBERT ROAD w 1 O� 1 I U L' 1 11 HULBERT ROAD u J STA:21+07.45 F4.4 TA 20+53.45 OFFSET:25.00 L gR FFSET:25.00 L 1, R=4642.57 IL=4642.95 TA 23+05.81 /STA 12.0 A zOFFSET:25.00 L OFFSET: 4643.R L 2Slk 1+53.88 ?S FL=a643.61 R=46a3.42 OFFSET: 17.82 R 1 R StA 1+8022 > zm FL-4845.47 W Of Of O= W�FR=46a}58 L �U U U In ____. ' I NCA 1n FL=4845.59 I - - _ __ i OFFST:1+72.57 I STA 1+72.57 I OO O aWp 1 STA: T: 14.3 14.25 R OFFSET: 14.25 L f A STA: 1+95.89 1 OFFSET: 14.00 L FL64843.65 R=4643.65 OFFSET: 14,00 R FL=4844-62 _ _ STA T+84.91 STA 14484.92 VN� 8 6RSFL=484�7a\,\ I FFSET: 16.50 L N FL=4843.74 i W�Z , g coo IQ 1-4 � � 0 20' 40' 60' I I I I I I ! Z .. 0 20' 40' 60' S C A L E 11J Q 11111 1 ' LL m m m I D S C A L E I : DRAWN BY: EWS NOTE ALL STATIONING AND OFFSETS ON INTERSECTION OF HULBERT AND FEN DESIGNED BY: KI_lY CURB IS TO BACK OF CURB. QUALITY CHECK. INTERSECTION OF HULBERT AND DAVIS ALL ELEVATIONOF R CURB IS TO DATE 11U05 FLOWLINE OF CURB JOB NO, B03-050 FIELDBOOK STA D+60..322 OFFSET: RB I STA 0+5.9.77 R=4 /O=SE43 48T L I AR 7 G' N TRANSITIONSTA: 17+86.77 7d,D OFFSET:25.00 R STA: 17+32.77 STA:6+ .09 R=a644.69 I OFFSET:25.00 R FG CL 52 48. R=4644.68 r I I th li HULBERT ROAD W T0. 17+60.11 N -- - -------------------- ________.___---- 19+00 I&I-M SORA SIREET 17+00 STA 7426.59 FSET; 18.50 L _ * - - - - 4- F+STA1+00 645.14 R=464B.38 TA 19+10.11 START CROWN TRANSITION tl END CROWN TRANSITION I FG CL=4644.69 FG CL=4644.72 STA 1+29.57 ST• 1+29.21 Z OFFSET: 16.l4 R I F 16-'�LHULBERT ROAD O fA R-4644.T7 R-/ea4.n A 1+mm SUNDEW LANE ~ Z t OFFSET: 16.50 L 2+00 R=4648.90 _ >- - + - AFL-ie' 9 15'R Is•R OFFS L Z U Q EN WAY �51A: 1+75 OFFSET 4l / I iL-4844.68 m C W ` STA 7+58.09 STA 1+31.50 END CROWN TRANSITION /f G S SUNDEW 1ANE OFFSET: 16.50 R FG CL=4649.77 STA 1+40.22 A ta39.7B STA: 1+00 RF-ET:.90 OFFSEFT: 12.00 R OFFSET: 12.00 L N Z FG CL=464B.9S STA:1+8022 t R=/84a.61 N O w OFFS 12.00 R STA 1+80J22 Y W w l N ET OFFSET: ,aa00 L 7S _ --------- STA:. FL=48/4.36 I FL=464a.3g w k 1+72.57 STA 1+72.57 i N I OFFSET: Lu 14.25 R OFFSET: gt+0 I ' I t1 4.25 LFL=4644.14 FL-4644.14A:1119,11 E L)50 L1 FL_646A2 O STA: 1x84.91 STA 1+84,92 FFSET:=16.50.9RdI� OFFSE 16.50 FL16131 J� R=4643.91 �( ' w RECORD DRAWINGS a ' TA 84 .09 + APPROVED V 8 f �FG 0CFI N TRANSITION U)CL-4649fi0NAME TITLE DTE 0 20' 40 60' I I I 21 41 _ 6 1 < I I I I I I S C A L E O THOMAS,DEAN&HOSKtNS,INC. S C A L E I I TD& ENGINEERING CONSULTANTS SRPFA�E l5 B02EAIMI-WLIRGF.11 �� LEWI9TON IIXIIO INTERSECTION OF FEN AND SUNDEW INTERSECTION OF HULBERT AND SORA CAD NO. B03-050-38.DWG SHEET 38 OF 45 T p STA 0+50.22 STA 0+59.77 O N OFFSET: 12.00 R FFSET: 12.00 L ♦' ' R=4&12.93 R=4842.93 E P 61 � STA 14+87.41 JA I ♦g S7A: 14+13.41 c^` �2� I OAR-21642.93 OFFSET:25.00 R 87pN 4�@�' R-4642.55 uuaoo`` �00 HULBERT ROAD V Gtipp A: 1 l+40.74 1 ;BRR DRIVE Z m_ A: 6. .75w IFs+,� FG CL=4643,17 14+00 13+00 ; START WN TRAN\I110N + 1 fC Cls 50.74 } ----} f-- I O 21]' 40' 60 STA: 15+90.74 2+90.74:7 w 1 I I I I S C A L EI I ETA:LCROWN=464 TRANSITION HULBERT ROAD STA TRANSITION �Ny FG CL=1644.56 START CROWN L=4542ION - SEA 7�F29.PS LL --- - ---- I FG CL=4692.46 O�y f�I� F- STA: 7+29.25 OFFSET:R-4B60.53\ OFFSET, 16.50 L FL-4 .53 7J� I 1yP srA 14+ee.oe 7 A 14+14,011 u^ OFFSET.58.50� I ? J• OFFSET. L o- SIA 4+51.50 OFFSET:25.00 L �6 R w FL=4851.0I OFFSET: 16.50 L FL=4842.94 1 m R=4651.05 STA: 12.0 R A 1+312. WCa W SUNDEW LANE OFFSET: 1+00 R q VS7T-r A 4+20 FL-4842.64 OFFSET: 7700 L . V) I 4+00 A� SUNDEW LANE Sip `L=46`2J7 zn 7+80.75 Sty I OFFS�f 12.002R OFFSET:"*'2 L 0� L=4851.41 + FL=4642.50 1 R=4.2.59 • ) Z io + _ ___.. •.__________ W W 57 A:3+45 n STA.1+72.57 7 0 0 0 STARE CROWN TRANSITION STA:l+95 DFFSET:14.25 R STA 1+72..2 • to In<n FG CL-4651.16 END CROWN TRANSITION I Fi^4642.40 OFFSET: 14.25 L • W W W L FG CL=4651.28 FL=4642.40 D 0 O 1O1�yy 1`ZQO STA: +84.92 • W Y OFFSET:�8.50 R 1 STA ti84.92 • ygp I I FL=4642.22 W FL= 42.2750 L' • FI �N pp : + I II • I Q Q Q INTERSECTION OF SUNDEW AND SORA I m 0 20' 40' 60' Y I I I I ALL STATIONING AND OFFSETS ON I S C A L E I I Q I 1 A CURB IS TO BACK OF CURB. J • m Do m ALL ELEVATION ON CURB IS TO I I m FLOWLINE OF CURB - --. DRAWN BY, EWB DESIGNEINTERSECTION OF HULBERT AND BLACKBIRD QUALITY CHECK: KEW RECORD DRAWINGS JOB No. CHECK DATE: V410S STA +88.41 JOB NO. B03-050 CROWN 5010N / FIELDBOOK r C 464S 07 APFiIROVE � y I s(A: 6+91,72 STA:6+91.72 li F"1 STA 0+60.24 ')'I SF:. 16.50 H` OFFSETI 16.-I: T-NAME TITLE - BAIT OFFSET: 14.00 R STA:0+59.76 R=4647.61 FL=4 7.61 _ F1=4842.J7� /OFFSET: 14A0 L R=4842.37 n TDFC THOMAS,DEAN&HOSKINS,INC. � 8 I ENGINEERING CONSULTANTS STA:9+71.26 a• I P g AT IFALLs-e0lFxw-IeAilsvEu uaNlNu OFFSET:25.00 R STA:9+13.26 wA6WN0TON FL-4641.96 OFFSET:25.00 R nulo STA- 7425 R It� l T 144 6 I R=46az.37 OFFSET: 46.76 R OFFSET: 93 I_ - M FL+4617.93 R-4617.93 ---- ---- --STA 7+18.41 1 HULBERT ROAD W A 9+42.59 N OFFSET: 12.00 R Y STA 7+1fi.0 WARBLER WAY OFFSET: 25 L STA 1+DO R 7+36.25 I F1=4646,25 +00 10+00 FG CL=4842.58 9+� a+OO Q STA: 7+36.41 OFFSET: 12DO 5 STA: 6+80.01 S F STA 72.00 L STA: 7+92.59/ Z °FFSeT`�`y25 L OFFSET:4649 L I FG LCROWN-4641 TRANSITION HULBERT ROAD 0 (n FL=4849.23 }I G CL=4641.BB START CROWN TRANSITION STA 6+67.66 OFFSET: 16.50 L STA 6+92.35 � 1 FG CL=4643-97 _ FL=4649.55 7+00 7t�p.� Z OFFSET: 12.00 l T �_ f-- / ` STA:8+92.35 SUNDEW LANE B IRD DRIVE STA:9+71.93 7 A 9+13.92 0 Z f' STA 8+67.66 OFFSET: 12.00 R 63.a1 OFFSET:25.00L gF S� OFFSET:25.DO L QOFFSET: 16.56 R FL-4649.37 _ FL-4641.96 R-4642.56 CWFL=4849.55 LANE cI39.35 STui A 6+BOA1 iG(�=4649.4Z OFFSET: 14.25 R STA 7+12.J5 F;Q STA: 1+4DO6P/ F 1+39.76 ''/^� w OFFSET: 14.00 R OFFSET: 14.00 L V J N 4. X.4642.62 FL=4842.61 W FL=4849.46 OFFSET: 12.00 R 1 W �/ C) L FL-4649.23 \\ STA 1+60.24 SFA 1+6024 i, r/}I / OFFSET: 14.00 R\ S(k 7+90.41/ - \ I OFFSET: 14.00 L uj OFFSET: 12.00 R $ FI.-4642.76 R=4642.76 -_ - -- _ uj - 1 EL=4649.45 + - - m STA: 1+72.59 STp: 1+72.59 :OFFSET: 16.25 R FiSET. 16.25 L U Q FL=4642.85\! �- R=4.42.85 (Y \ Q I J SEA:Bi 10.VR STA:H+10.41 1 SFA: 1+84.94 STA: 1+64.94 OFFSET' 1P.00 1 m OFFSET: 12.00l T�FFSET: 1050 R 4 � OfFSEI: 1H.50 4 FL-4650. Y FL-4650.13 : FL-4642.94 Q /FI-SET; 14 L STA 8+22,76 U \ 1- OFFSET: 14.25 R Qa e+z2.76 i Q FL-4650 31 I OFFSET: 14 W .25 L i J MJ FL-4650.31 I / W I NO STA: 16.5 R 1� k H+35.10 I < T O OFFSET': 1650D R OFFSET: I6.50 l: I R»4650.4B p 20 4� 6�' 1 F=4650.48 END `TRANSITION I I I I I 1 0 20' 40' 60' FG CL est.o7 S C A L E I I I I I I_ ` S C A L F 1 I INTERSECTION OF SUNDEW AND BLACKBIRD INTERSECTION OF HULBERT AND WARBLER CAD NO. B03-OSO-39.DWG SHEET 39 OF 45 STA 0+50.38 STA:0+50.38 EI OFFSET:21.00 R OFFSET:21.00 L - FL=4643O4 FL=4643.04 61 R ' azo STA: 1+90.59 I ( 1 �0� OFFSET:25.00 R FL=4842.93 �',STA_ 4+32.4 I ; STARTcam TRANSITION Ir FG c=4 L 6N.24 W z I 3+00 2i00 1+00 i �2+95 HULBERT ROAD 4 Z N ' ENO CROWN TRANSITION 2I C)I }}4 6I I I FG CL=4643.60 ____ N.27m'AVE. -i-' Z Z 0= S C A L E FC L-4843.74! HULBERT ROAD 5-'` v C3.7a < w I I >a Q1 �� I I J= W yy qJ STA: 1+91.42 W �i (n0> W Z STA 5+00.84 OFFSET:25.DO L Z W p OFFSET:21.00 R p ! FL=464292 r ,w FL 848.05 8 ; b� \ I w OO W Vl N h t ' ry {/// Z W c' STA: 1+50.38/ O O O 4I"p -, OFFSET:21.00 R CATALYST STREET STA:7+51.71 I -------------- FL=4643.71 I = o a H maw 7+00 OFFSET: 16.80 L 7t .71 7 FL-4646,62 I I 0 Uv J - srA 7+zz.71/ - � - I z7rH I I N I F �r`L- START CROWN TRANSITION STA: 7+51.71 STA.5432. Z FO CL-4647 41 OFFSET: 16.50 R I Q Q Q FL=4846.61 CATALYSE EET STA: 2+00 I O STA:7+97. 1 /AND CROWNt TRANSITION FG CL=a6/ 63 /FG CL-464�.69 m m 5� w 3 s W W A I z 0 20' 40' 60' N STA- 5+63.84// z NOTE: I I I I I I I »> O�FL 4646.32 I > CURB IS TO BING AND ACK OFF CURB, ON S C A L Eccm In Q ALL ELEVATION ON CURB IS TO DRAWN BY: EWB Q FLOWLINE OF CURB DESIGNED By: KEW 11 I INTERSECTION OF HULBERT AND N. 27TH AVE. QUALITY CHECK: n DATE 114105 N { JOB NO. B03-050 8 Z \ { FIELDBOOK t \\1 m \ STA 5+41.49`. /OFFSET: 1esD',L F1=4645.40 STA:6+32.34 \ 1TFG O CROWN TRANSITION ` /F 5TA 18.50 9 � \ \STA 5453.83 II OFFSET: 1650 R OFFSET: 55 L', FL=4645.40 \ FL=46,5.55 � STA:5+53.83 STA:5+86.16 ,OFFSET: 15.25 R )3 OFFSET: 14.00 L I W FL=4645.71 FL=4645.55 1 STA 5+86.18 STA 1+73.69 - cn ) OFFSET: 16.50 L J' ET: 14.00 L FL-1646.55 Q INTERSECTION OF CATALYST AND N. 27TH AVE. SET: 14-00'6/ 'N y F=4fi45 4 FL=4645.71 y STA: 1+61.35 \ 0- OFFSET: 14.25 L FL=4646.4�, 1 STA: 1+49 OFFSET: 1pye'� Z STA: 1i29 FL=4FMfi 7 �. OFFSET: L STk 1+81.35 O FL�40{6.23cR E "4814.25 RWARBLER '^ Z STA. 6+13 CATALYST STRE - \ / '//��` STA: 1+73.89 > C FO CLT4646.29 ``✓ Cj T"` f` A 1+49 OFFSET: 15.50 R OFFSET: 12.00 R RECORD DRAWINGS , , , STA, 9 R_494637 FL=4648.55 °m a W 1 \ FL=4846.23 _ w APPROVED STA FS�I 18 O S 15'R OFF SET: i B.39 N 4i NAMF 1 TITLE DATE FL=4.45.91 0 W STA 6+29 \ STa 6+4m 18 Y m �.. [JFFSET: 1,,00 R OFFSET: 1 ,00 L - W TD&� THOMAS,DEAN&HOSKINS,INC. F: 14,DO R FL-4646.06 w Z ENGINEERING CONSUTA'ANTg STA:6+80.18 GREAT FALLS-0071"-KALISPELL FFSET. 14.00 L LLST�WaItSION WASH �0-=4646.2D V \ STA:6+72.53 J k,/OFFSET: 16.25 L'` F=46{e.29 Q STA,6+60.18� \ STA:6+84.87 OFFSET: 14.00 R \ FFSET: 18.50'1 FL-4618.20 L!FL=4646.38 I Y Q STA 6+72.53//¢ \ U `pFFSET: 1. 1.29 R ` \ oSTA:6+84.87 F,FSET: 19.50 R k 0 20' 40' 60' FL=4646.38 \ S C A L E INTERSECTION OF WARBLER AND CATALYST CAD NO. k 05030.OWGSHEET OF 45 ........... El 16'-0" Z 0 5'-0" -.A mREMOVABLE EXPANSION F- GRATES JOINT z Y^ t:mA ---------- c m 0 RECORD DRAWINGS Z: Q� 0. Z: I �o APPA'OV z 0- NAME till I OATF V) w w< z THOMAS,DEAN&HOSKINS,INC. Z 0 TD �--ENGINEERING CONSULTANT'S LD 0- Qo SPfAl � WN Ir SPOKAW �SOTON 5;v) 4 0 m LEWSTON LUw D�of If c) 0 0 cn to(n Uj w ui 4�7 'ZO DOUBLE INLET DETAIL NO SCALE �41 uj w w 0 a Cl m CD CD CD DRAWN BY: EWB DESIGNED BY KEW QUALITY CHECK DATE: 1/4105 JOB NO, B03-050 FIELDBOOK NEENAH FOUNDRY NO. R-3295A HEAVY DUTY CAST IRON GUTTER INLET FRAME, TYPE DL GRATES & CURB BOXES OR EQUAL 24 (TYP.) 35 1/2" (28' ON WARBLER) 12 3/4-3 W6X12 12 3/4-± U) L '0 #4's AT 12" D.C. -INSTALL FLEXIBLE W6XI 2 EACH WAY DELINEATOR POST (VERT. AND HORIZ-) INSTALL FLEXIBLE DELINEATOR DELINEATOR POST N_� R.C.P. R.C.P. z X12 4 C IZ) cl) EACH WAY C CURB PAINTED YELLOW—\ CURB PAINTED YELLOW AT 12" O.C. 6" 6" (VERT AND HORIZ.) U) LLJ 3'-OC" N �e 0 35" 1u5 5'RAID)/US CURB INLET SECTION A CURB INLET SECTION B wuj NP A,I INSTALL FLEXIBLE \—INSTALL FLEXIBLE DELINEATOR POST 33' (TYP.) DELINEATOR POST (37' ON WARBLER) R CURB BULB DETAIL 93 0 10' 20' 30, S C A L E !CAD NO, 803-05041 zid ISHEET 41 OF p,S T.q�,o HULBERT ROAD I w I SIDEWALK ;*' El HULBERT ROAD SIDEWALK W 12' BLVD. _ 6G i 7.5' BLVD PROPERTY LINE !.,F1 . " � ....�.6,._ - — — — J 6.20. I W QY���� PROPERTY LINE Q _ 75 U,„ ¢zo R Of Fo o U) �_ V] vJ 3 SIDEWALK SR m z 1OG 5.5' U H 0 \S'Q m m SIDEWALK Q O \ N SR o o N J ED M Q m My z Z m o� N W US n I Q5 - SIDEWALV ab' - SIDEWALK W W wI m Z A 7 Y W m N SUNDEW LANE x � w~ mSUNDEW LANE Nou �Q 11 11 ❑O O C Fzo 0° 2' BLVD. 5' - � - ; \ PEDESTRIAN RAMP TYPE C PEDESTRIAN RAMP TYPE I'D" wog SIDEWALK 10' BLVD. u01 PROPERLY LINE � 0 5' 10' 15' SIDEWALK I PROPERTY LINE I I I I I I I 0 5' 10' 1`: PEDESTRIAN RAMP TYPE "A" S C A L E I I I I I S C A L E W LU Q 0 5' 10' 15' PEDESTRIAN RAMP TYPE "B" IIIIII I I S C A L E 0 5' 10' 1' A I I I I I I I S C A L E m m m DRAWN BY: EWB DESIGNED BY: KEW RECORD DRAWINGS SIDEWALK PROPERTY LINE ' _ DUALITY CHECK: 105 APPROVED HULBERT ROAD `� DATE iM50 JOB NO. B03-050 /44 BLVp FIELDBOOK NAME TITLE DATE TD 8ejoTHOMAS,DEAN&HOSKINS,INC. say ENGINEERING CONSULTANT'S GREAT F 1S-BOZDY -IALISPELL W�MONt LFMSTON NiVp f �SR SIDEWALK ch m N W 55 I SIDEwAIx N o m = I ,H, IILVU- W �G 0: a Z Z PROPERTY LINE - - > ^ Q W J Q SIDEWALK CL - YSS Z � CL N GPI P� m Q Z '~ 23' N N Lu Z —_ SIDEWALK , 5.5` 5' - - - - PEDESTRIAN RAMP TYPE "G" W m° o 6 W —\- m W in 8.5' BLVD. PROPERTY LINE _ 0 5 10' QI I I I I I f -_ _I uj J SCALE J W SIDEWALK d CATALYST STREET o ` Q ------- -- ------ U PEDESTRIAN RAMP TYPE 'IF" PEDESTRIAN RAMP TYPE "E" 0 5' 10' 15, n 5' 10' 1 I I I 1 1 1 I I S C A L E S C A L E CAD NO. 803-05012.DWG SHEET 42 OF 45 - 3 El w 60'-O" z z fL ALLEY 81 :ate a w 20' 0" Op „ a13-6' 33' O" IN-6" ¢ V zoom 5'-0" 7'-6" 2-D" 14'-6" 14'-6" 2' Zoo T-6" 0= SIDEWALK BOULEVARD TRAVEL WAY TRAVEL WAY BOULEVARD SIDEWALK `PROFILE 3% 3% ; / FINISHED CONCRETE CURB y 9" - ,(/ GRADE & GUTTER r4'�, -- [.. 1/4" PER Fy 0y 3.0. 1 4" PER FT SOX --- - ___ - 3 CRUSHED GRAVEL _� 74- SHOULDE- - �" J 3" ASPHALTIC CONCRETE �-- - / SURFACE COURSE4^ 1HICK --� - -- J � 4CONCRETE - - -- I 4" THICKONCRETE GRIOUIND COURSE (iD1GRV L BA ESIDEWALK 3" ASPHALTIC CONCRETE ZrCOTEYT4E SURFACE COURSE -9" GRAVEL SUBBASE (6" MINUS) CU z LROS NG ' DEWALK w 4" CRUSHED GRUEL GI10'._IND 6" CRUSHED GRAVEL BASE SUBBASE LEVELING COURSE 9" GRAVEL SUBBASE2(6MIMNUS) SUBBASE CRUSHED GRAVEL TYPICAL ALLEY SECTION N COURSE SUBBASE LEVELING COURSENO -CALF W 33' WIDE ROAD SECTION o A 0 4' e' 12' > z m I_i I I I cru0N �� S CAL E o o a 0 x 'Zo Zo _N F o03 C�VIJ HULBERT ROAD w 60'-0" � F-F-Z 0 0 0 30'-0" Z - J J 30.-0.. p 37' 0" _ 11'-6" o a A K 1 -O" a 5-0" 5'-6" 2'-0" 16'-6" 16'-6" 2'-0" a N > >> �V-0" SIDEWALK BOULEVARD TRAVEL WAY I PROFILE TRAVEL WAY BOULEVARD SIDEWALK In m m FINISHED CONCRETE CURB 9^ 2 07 GRADE & GUTTER DRAWN BY: EWB 1 4' PER Fi 2.OX DESIGNED BY: KEW -� q ; 1 4" PER FT - ( m QUALITY CHECK. G DATE. 1/4105 4" THICK - - ^-_-`—�--- __— JOB NO. B03-050 FIELDBOOK CONCRETSIDEWALK E -3" ASPHALTIC CONCRETE 4" THICK GEOTEXTILE EXISTING SURFACE COURSE CONCRETE SIDEWALK GROUND -6" CRUSHED GRAVEL BASE 4" CRUSHED GRAVEL COURSE (1-1/2" MINUS)SUBBASE LEVELING 4" CRUSHED GRAVEL COURSE 9" GRAVEL SUBBASE (6" MINUS) SUBBASE LEVELING SIDEWALK 5.5' COURSE 37' WIDE ROAD SECTION (WARBLER) M 0 4' 8' 1 7 W LLJ z fn S C A L E — 11.8, 6.2 W Q (n = Z PROPERTY LINE 18' BLVD. = d Q 11' DRIVING LANE 11' DRIVING.LANE. _ 5' BIKE SIDEWALK N 0_ W LANC Z (n U) z 50,-0" — z , W i) q I o Z z 21'-6" 8'-6" m < ..J 0 28'-0" a W Q 2'-°" , EL ,2'L 2•-°" BOULEVARD— 5'-°^ a PEDESTRIAN RAMP TYPE "H" W m° a MEDIAN TRAVEL WAY TRAVEL WAY BOULEVARO SIDEWALK CONCRETE CURB & GUTTER 9•1 0 5' To, I W 3.0 3.Q 2AX 2.0% 3:� I I I I I I �__ _I It W S C A L E V W 1 4" THICK Q CONCRETE CURB J 5" ASPHALTIC CONCRETE CONCRETE N & GUTTER (SPILL) GEOTEXTILE SURFACE COURSE (2 LIFTS) SIDEWALK EXISTING 6" CRUSHED GRAVEL RECORD DRAWINGS BASE COURSE (1-1/2" MINUS) 4" CRUSHED GRAVEL - GROUND SUBBASE LEVELING API*ROVF.D 12" GRAVEL SUBBASE (6" MINUS) COURSE _ dAo 8 18 0; NAMC TITLE DATE I I I I CSTPOHYO MAS,DEAN&HO S,INC.TYPICAL SECTION EAST 1 ,Z2 DAVIS LANE LSENGINEERLNG CONSULTANTS ow, LMSTON 00ZEMA-K116FTLL WA c qo S C A L E CAD NO. B03-050-43.DWG SHEET 43 OF QS El t 1-4 LAYERS (SEE NOTES) Q OF 2" THICK, HIGH DENSITY a�rJI RIGID BOARD INSULATION ON 8'-0" INSULATION LENGTHS TYP I 1'-0' I CENTERED ABOVE PIPE _ If'—�I (OFFSET JOINTS) —4 rrP. I - 1--4 LAYERS (SEE NOTES) OF 2" ASPHALT SURFACE TO COURSLL WITH BASE a 8'1 COURSE MATERIAL U aoo (HICK, HIGH DENSITY RIGID BOARD �� AND COMPACT zzo INSULATION CENTERED ABOVE PIPE z 0= i� NEW UTILITY MAIN - (OFFSET JOINTS) 350 NEW UTILITY MAIN --"�- NAC:riFILL MATERIAL V� F PIPE BEDDING � MATERIAL- TRENCH INSULATION DETAIL 1 SECTION A SUBBASE COURSE F" BASE COURSE MATERIAL MATERIAL OR NO SCALE 4 4 NO SCAT E 't A /I`t COMPACTED SUBGRADE O Z Z TYPICAL ASPHALT HEADER DETAIL rT = ow NO SCALE 44 � �� w WJ WY w I i Z< g � w N Ir w� ��.y m U)rn w 1� N w w w C awz 000 c Q F31KE 15.5' DRIVING LANE 15.5' DRIVING LANE 5 LA BIKE wxv)N I ANF NE E'1 xN� w 90'-0" w z 45-0" 45-0" Fw- <F w w 42' 0" 24'-0" 0 O 0 n 5'-0" 18'-0" 2'-0" 19'-o" 19'-0" 2'-0' 18'-O' 5'-C" a I 0" SIDEWALK BOULEVARD BOULEVARD SIDEWALK -1 0 PROFILE SIDEWALK-- FINISHED 3 OX & GUTTER CONCRETE CURB Y }Y 2_y% 1/4" PER 1/4- PER FT 2.0X m m m 3.OR f- ..i KE n DRAWN BY: EWB 4" THICK n,.�`x •T:;: ___._,_ __ DESIGNED BY: W CONCRETE « �y _ _ 'J ^ --- -•-• — _—_T�CRET*E 4" THICK QUALITY CHECK: SIDEWALK a.� 5" ASPHALTIC CON CONCRETE DATE 114105 GEOTEXTILE J EXISTING GROUND, SURFACE COURSE SIDEWALK JOB No B03-0 0 4" CRUSHED GRAVEL 6" CRUSHED GRAVEL BASE SUBBASE LEVELING COURSE (1-1/2" MINUS) 7- --HED GRAVEL COURSE SUBBASE LEVELING 12"' GRAVEL SUBBASE (6" MINUS) COURSE 42' WIDE ROAD SECTION (N. 27TH AVE.) 0 4' a' 12' RECORD DRAWINGS M I I II I APPkOVE /r t11 S C A L E . ,. 9/!al11 a (!1 NnM[ TITLE DATEJ TD&� TIIO ENGINEERING DEAN&HOSKINS,INC. IL Q CONSULTANTS W -aoxEUN,-wusveu W�amOO Z IEWWDN imHo O Q 8' PARKING LANE 5' BIKE 11' DRIVING LANE 1' 11' DRIVING LANE 5' BIKE 8' PARKING LANE 0 cl IANE CL LANE Z w Q 700 z 80'-0" ' " Q Z 50'-0" 30'-0" -z-' m 2 Z a 25'-0" 50, o" (n N O 0 o o O ~ 19'-O" 2'-O" 23'-C" _ PROFILE 23'-0" 2'-0 5'-0" a 4'-6" 9'-6- 5'-0" a m 1-0, SIDEWALK BOULEVARD BOULEVARD BOULEVARD BOULEVARD SIDEWALK F 1-O" W (� FINISHED CONCRETE CURB GRADE & GUTTER 9' V W 2.07, 1/4" PER FT ----� 3.0% 3.0% 12.3X _ W ------ �y 1/4" PER FT 2.0%4" THICK -- CONCRETE - _ _ _ :�_�• _�--- - - _ _ ;:_ ,,-,.- /,. ,. 4"THICK CONCRETE 1 F' SIDEWALK 1 f 5" ASPHALTIC CONCRETE \`SIDEWALK (FUTURE) GEOTEXTILE / J/ SURFACE COURSE •w ., Q 4" CRUSHED GRAVEL - EXISTING 6" CRUSHED GRAVEL BASE V SUBBASE LEVELING GROUND COURSE (1-1/2" MINUS) 4' CRUSHED GRAVEL COURSE SUBSE LEVELING 12" GRAVEL SUBBASE (6" MINUS) COURSE (FUTURE) 50' WIDE ROAD SECTION (HULBERT) CAD NO. B03-050.44.DWG SHEET 44 OF AC *' El azo zV a,A 'CD o= s� � 3 � zH F W x Z`Z Ow COSTCO w WINGATE INN Q �a Q w wr w � x o �z � z ErU UU w J w W to w W w C3 y0 ZO N WQ3 �N� m REMOVE THROUGH/RIGHT TURN 000 ONLY STREET SIGNS. O O A mmm H DRAWN 8Y: RJD DESIGNEDBY: KEW ♦ REMOVE STRIPING ARROW DUALITY CHECK: CATRON STREET CATRON STREET DATE JOB NO. B03-050 B03-050 FIELDBOOK NA J Q W W z Q a a ►1 z I� o_ w W NH W Z OZ � W m � Q Co N o Ix x RECORD DRAWINGS w m a Q APPRO W U NOT TO SCALE . 8 16 6 S NAME TITLE DATE U Z THONAS,DEAN&HOSKINS,INC. J a TilT e ENGINEERING CONSULTANTS W sv�owriws-BOZEM4N-Nua�isv WASHR WOONN L IMO L N WHO r z a w U > Q x Q CAD NO. 003-050-45.DWG SHEET 45 OF 45