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HomeMy WebLinkAboutCattail Creek Subdivision Phase 2 LEGEND SCHEDULE OF DRAWINGS NEW XE ISTINC DESCRIPTION CATTAIL CREEK SUBDIVISION SHEET NO. COVER SHEET SHEET NAME Es F.' J PI PIERCE CURB & GUTTER NO. 5346PE iy'K ® INLET & INLET APRON 2 SITE GRADING PLAN, SURVEY DATA/BENCHMARKS 5 24" PHASE 2 3 OVERALL UTILITY PLAN SD STORM DRAIN a z o • O MANHOLE 4 SANITARY SEWER; CATRON STREET U lla S 8" s e SANITARY SEWER 5 SANITARY SEWER; BLACKBIRD DRIVE ox W 8 "a - WATER MAIN CITY OF BOZEMAN, MONTANA 6 SANITARY SEWER; BLACKBIRD DRIVE �y 3 � FIRE HYDRANT Prepared 7 SANITARY SEWER; FOXTAIL STREET & CATKIN LANE V]o 'o� - BLOWOFF HYDRANT _ 1C�7]1 8 SANITARY SEWER, TYPHA COURT & FEN WAY x SMDAN LLC 9 SANITARY SEWER; FEN WAY w ►� ��� VALVE 13 S. WILLSON AVE. Z " - UNDERGROUND TELEPHONE BOZEMAN, MT 59715 10 SANITARY SEWER; SAVANNAH STREET rn Q �� E OVERHEAD ELECTRIC 11 WATER_CITRON STREET w o O 12 WATER; BLACKBIRD DRIVE w m o:d U j GUY WIRE & ANCHOR 13 WATER; BLACKBIRD DRIVE 0 Z Q r_- a XE LIGHT (LIGHT POLE) ; I 14 WATER; FOXTAIL STREET & CATKIN LANE In rr I n m UTILITY POLE I 15 WATER; TYPHA COURT & FEN WAY p NQ A z 16 WATER; FEN WAY AND DOWNY LANE z a `" CENTERLINE MONUMENT � U � DECIDUOUS TREE CATTAIL CREEK "' I ( Q - I \ 17 WATER; SAVANNAH STREET w m SUBDIVISION 18 STORM DRAIN; CATRON STREET & BLACKBIRD DRIVE lTk CONIFEROUS TREE (PHASE 2) _ _ cr•M o _ b RECORD DRAWINGS 19 IRRIGATION O oQ 0 �Wzo O SHRUB OR BUSH �� HEDGE - 'a I \ \ APPROVED 20 STREET GRADING PUN; DAMS LANE o 0 0 �03 I (\ 21 STREET GRADING PLAN; DAVIS LANE 0N� u o o WOOD FENCE M m N WIRE FENCE 22 STREET GRADING PUN; CATRON STREET o 0 0 m—* • •— E lI I NAME 71tLE ATE 23 STREET GRADING PLAN; BLACKBIRD DRIVE CURB STOPTHOMAS, DEAN & HOSIQNS, INC. - w ® I ¢ ti �` I \ TD& Yl 24 STREET GRADING PLAN; BLACKBIRD DRIVE F w BUILDING I I I eo�irGunxIN xw�isP� TES I -� sEioi was 25 STREET GRADING PLAN; FOXTAIL STREET & CATKIN LANE n STREET SIGN b I L n \ \ 26 STREET GRADING PLAN; TYPHA COURT & FEN WAY c3 m p cQ+ CONTROL POINT I I \ 27 STREET GRADING PLAN; FEN WAY w w C7 TELEPHONE RISER ___ 28 STREET GRADING PLAN; SAVANNAH STREET } }} ELECTRICAL BOX I I i an LNUS 29 STREET GRADING PLAN; DOWNY LANE m m m I a < —--—--— EDGE OF ASPHALT I I I w I I I I �®❑ 30 ALLEY GRADING PLAN; CATKIN ALLEY & BLACKBIRD ALLEY DRAWN BY: RJD ----------------- EDGE OF GRAVEL _ I I'"'"°L 31 ALLEY GRADING PLAN; FEN WAY ALLEY; PEDESTRIAN RAMP DETAILS DESIGNED BY: JFP 54.60 QUALITY CHECK: -� SPOT ELEVATIONS I '1,�ut® I I I "+•' a 32 ROUNDABOUT DETAIL; INTERSECTION OF CATRON AND BLACKBIRD DATE 12123102 -46S ----- 4670---- CONTOUR I n I I I ❑� � o -w�i ❑ 33 CURB BULB GRADING DETAILS JOB NO. B01-036 ----------------- EXISTING GROUND IN PROFILE m t y © n 34 CURB BULB GRADING DETAILS FIELDBOOK FINISH GRADE IN PROFILE 35 SECTIONS & DETAILS DRAINAGE EASEMENT VICINITY MAP 36 POND "D" & "E" PLANS AND SECTIONS UTILITY LINE IN PROFILE _ _ _ GENERAL NOTES: m - 1. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN WRITING AND SHALL BE RESPONSIBLE 16. ALL CONSTRUCTION WILL CONFORM TO MPWWSS,(LATESI) LDI110N, FOR SECURING THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE BEGINNING EXCAVATION. AND COB MODIFICATIONS TO MPWSS. N I SECTION OR DETAIL i 2. ALL POWER, TELEPHONE AND OTHER UTILITY POLES OR GUY WIRES WHICH INTERFERE WITH THE 17. ANY EXISTING OR NEW VALVE WHICH CONTROL THE COB'S WATER w A DESIGNATION SYMBOL CONSTRUCTION SHALL BE REMOVED OR RELOCATED BY THE UTILITY COMPANY. SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. N S 18. THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM Q 3 REAT FALLS 3. THE CONTRACTOR SHALL EXCAVATE ALL WATER LINES PRIOR TO BEGINNING TRENCH EXCAVATION OF 24-HOURS PRIOR TO BEGINNING ANY WORK. SHEET NUMBER WHERE -SECTION OR DETAIL TRENCH EXCAVATION TO ENSURE CROSSING CLEARANCE. THE CONTRACTOR SHALL NOTIFY THE 19. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING a IS SHOWN BOZEMAN PUBLIC WORKS DEPARTMENT PRIOR TO EXCAVATION. CONNECTIONS. HELENA 20. ALL INTEGRAL CURB AND GUTTER LOCATED WITHIN CURB BULBS Z 4. EXISTING FITTINGS ARE SHOWN, BASED ON DATA FURNISHED BY THE OWNER. THE CONTRACTOR SHALL BE PAINTED YELLOW FULL WIDTH AND SHALL HAVE A SHALL BE RESPONSIBLE FOR EXCAVATING FITTINGS AND CONFIRMING REQUIREMENTS PRIOR TO DELINEATOR INSTALLED AT THE BEGINNING OF ALL CURB BULB 0 ABBREVIATIONS B TTE ORDERING NEW FITTINGS. TAPERS AS DETAILED IN THE PROJECT SPECIFICATIONS. W ARCP ARCHED REINFORCED CONCRETE PIPL MANUF. MANUFACTURER 0 E AN W BILLIN 5. THE CONTRACTOR SHALL INSTALL MEGA LUG RESTRAINTS OR CONCRETE THRUST BLOCKS AT ALL O AT MH MANHOLE WATER LINE FITTINGS, VALVES & FIRE HYDRANTS, AS DESCRIBED IN THE SPECIFICATIONS. 0 Z C.C. CONCRETE MIN. MINIMUM NQ CT.T. COURT C CONSTRUCTION NO. NUMBER 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY PERMITS. ? 2 � PVC POLYVINYLCHLORIDE LLI 0 DIAMETER RCP REINFORCED CONCRETE PIPE I cn N W V > D.I. DUCTILE IRON PIPE SIM. SIMILAR ��� 7. ALL CULERTS AND DRAINAGE DITCHES AFFECTED BY CONSTRUCTION SHALL BE RESTORED TO PROJECT LOCATION ORIGINAL CONDITION, UNLESS OTHERWISE NOTED ON PLANS. le m O DR. DRIVE STA. STATION 0 DWG. DRAWING STD. STANDARD E ELEVATION ST. STREET 8. ALL STREET & TRAFFIC SIGNS THAT INTERFERE WITH CONSTRUCTION SHALL BE REMOVED & uj EXIST. . EXISTING TYP TYPICAL LOCATION MAP RESET BY CONTRACTOR. v F.E.T.S. FLARED END TERMINUS SECTION W/ WITH 9. ALL STORM DRAIN MANHOLES ARE 4'0 UNLESS OTHERWISE NOTED ON PLANS L.F. LINEAR FEET YPC YELLOW PLASTIC CAP B.F. BUTTERFLY VALVE SEWER MANHOLE SIZES ARE NOTED ON PLANS. J 10. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN OUTSIDE OF SEWER/STORM DRAINS AND WATER LINES. 11. MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN OUTSIDE OF SEWER/STORM DRAINS V & WATER LINE CROSSINGS. 13. CONTRACTOR SHALL REMOVE ANY OBSTACLE (FENCES, CONCRETE SLABS, ETC.) THAT INTERFERE WITH CONSTRUCTION UPON APPROVAL OF PROJECT ENGINEER, BUILDING DEMOLITION NECESSARY PRIOR TO CONSTRUCTION TO BE DONE BY OTHERS. 14. SEE SPECIFICATIONS FOR CITY OF BOZEMAN AND MONTANA PUBLIC WORKS CONSTRUCTION DRAWINGS. STANDARD ARE BASED ON 37' WIDE STREET. MODIFY STANDARD DRAWINGS ACCORDINGLY TO FIT THE DIFFERENT WIDTHS OF STREETS ON THIS PROJECT. SEE PLAN SHEETS FOR WIDTH CHANGES 15. CURB BULB DESIGN PROVIDED BY PRUGH & LENNON ARCHITECTS CAD NO. B0136-01.DWG SHEET 1 OF 36 "011 T A ;,,, JAMES F. ' PIERCE NO. 5346PE ;Z`= Z +1177�° <ZO OT m m ZZ- 0 100' 200' 300' -- c►R I Ln S C A L E 1 Z o tA ^ NOTES: R zip, Ir S "��V" 'ly '^ m - 1I X.' X O J 1. ELEVATIONS SHOWN ARE ON CITY OF BOZEMAN DATUM -PA - did 2. PARK BOUNDARY MARKERS SHALL BE INSTALLED AT -_----_-- a, ,a`L THE LOCATIONS SHOWN WITH AN T SYMBOL - ocr 3. SEE SHEETS 20 THRU 34 FOR STREETS, INTERSECTIONS - \ - _ `��-� _ -- k / a ii ,X r *'* , ,, AND ALLEY GRADING PLANS `�� f _ _ _ u - 's\\ \ n. \. I O -- - _ - cT _ -1\\ CONTROL POINT -'---��'�."L = Z ..0� = - �� �\ 5/8• REBAR q I ne, t O w RECORD DRAWINGS - -- �°�,, '\' E s�o - J, - - --- w� 6m APPROVED _-- _ _ '�' o ' �\ LEV. = 4673.56 i �� '� I..ILca.� J"&FfcrA*W" 9 Ir _3 - p_ a.� \` altF: ,.,� 1, �j t 1 i I \ i" u _ O O O �wz TITLE DATE o I ` ' 11 ';il.'. I. �\ `�'1 +� a.' v� 0. THOMAS, DPAN H06IDNS, INC & 0 M =_ ;'' \{ -R[� COIRD D 'IVE c�Tuaw TD ENGRUISI CCINISULTAM3 U m ( K ^" \ m N a OWAT FILLS-DOZEWN-WLISPELL 11M - _ 9 - e �� , SPauNE i r { r r r ^•- ����r�"�/l, LL1laron L---� --- 1 C BIR D IVE 3� m co cc I \ i0 I i Ii - DRAWN BY: RJDIMMJ DESIGNED BY: JFP QUALITY CHECK: DATE. 12123f02 N ', ♦ ,o I ,1 II I' JOB NO. B01-036 FIELDBOOK I e I FOXT w A `STRET ;I L --A.f I' _ate N nli I - `r I 29 VYAY 1 I- 1 - �` - -- �0------__ I -1 � � N r a I� ♦ In g� I i � �rl I _ 1 � .�i I � �i� \�, i � Z Y Z Q 1 —7 -- — — -- — _-- -- L--- ` Z Q _� Ila fn a TY TR T 4/ , I i i i . ��� II ; Z Z W A I 1 '4 3 ' {--- I I 1 rn 11 ' Q 51 "�' i i i P dad W Q !! " I' , \ •; ELEV. 9.7 - a ai i li i G I O �� Q LLI - - bAVIS LANE E' LLI _ �:Yr'_ - - - _ _ _ -_ter_ - --- ?..-__ set"...• ... -} ' 198�' _�l�q�ww�v_ __�ww���__ _ _ - - - - - - _ -- _- i i ii -� __ ___ ____w _____ _____ _ _ _ __ _ �a� i ___ _- ___ _ __ ____a____ _______ __+._r ........._ _._�i y LL +w�c t�r.�ur J ------------- CONTROL POINT 12 TEMP. BENCHMARK CONTROL POINT 2 CONTROL POINT 11 CONTROL POINT 3 4• SPIKE SPIKE IN EAST SIDE 4* SPIKE 1 1/2" ALUM. CAP 4? SPIKE CONTROL POINT 15 N 10201.925 OF POWER POLE N 9804.962 N 9542.503 Q CONTROL POINT 16 E 4892.139 2.5'ABOVE GROUND E 4908.036 E 4891.730 2' ALUMINUM CAP N 11233.826 REBAR W1TH YPC ELEV. = 4673.74 ELEV. = 4679.96 ELEV. - 4678.04 V N 11701.967 E 4909.976 N 10871.054 E 4925,413 ELEV. = 4666.24 E 4925.413 CAD NO. R B01036-02.DWG SHEET 2 OF 36 JAMESA 7, PIERCE ;Ilk NO. 5346PE is c RECORD DRAWINGS APPROVED > l oi�ai�Tc7 rL�1!}CEit �S✓e3 „ Zazo TITLE per- _! F�< 0 100' 200' 300' BID INC G $- L I I I I I TMMAA DEAN & HONS, W. g TD& CMMTA?M y 3 S C A L E _ LE"S Ls-BO2EMRN-KnusaEu MS w ' O w LEION _ U J � I W_J Boa �a Lj Ad 00, hi �* wx Of C W m --�_ DETENTION POND "D" � O C, &zo SEE SHEET 36 SANITARY SEWER PLAN - o o Mo ¢a 18" UTILITY CULVERT - cON SEE SHEET 5 ,- •• r7 N + DETENTION POND "E" d o SEE SHEET 36 18 UTILITY CU VERTS 12" UTILITY C VERT BLACKBIRD DRIVE 0 0 0 SANITAR SEWER ILAN STO M DRAI PLAN 3 o O 18" UTILITY CULVERT�� SEE SHUT 6 SEE SHEET 1 W M WATER PLAN SEE SHEET 12 m m m STORI I DRAIN PLAN BLACKBIRCDRIVE DRAWN BY: RJD/MMJ SEE HEET 18 18 UTILITY LVERT DESIGNED BY JFP QUALITY CHECK: EE , ET 12 UTILITY 18" UTILITY CULVERT DATE 1272W02 E SHEET 13 CU VERT 12" UTILIT JOB NO. 801-036 'R. .BLACKBI RIVE EY CULVERT FIELDBOOK 12" UTILITY CULVERT - 3 12" U ILITY WATE PLAN SANITAR EWER PLAN CUL RT SEE SiEET 16 SEE SHE 10 - SANITA Y SEWER PLAN ��,\ SANITA SEWER LAN -SEE SH ET 4 F- SEE SH ET 7 W 1 TI I Y CUL 12" UTILITY > W _ P CUUJI LVE S z - a w 3 (ram cv O FOX TAIL S EET z z Z v W Q 0 Q u U WATER P AN p Z 3 U \ SEE SHE T 14 1IL UTILITY WATER PLAN 0 WATER PLAN .W.FEN W LEY CVERT SEE SHEET 17 - > C UTILITY a Q o CULVERT SANITARY EWER PLAN Z SEE SHEET 11 SEE SHEE 7 _ LEE VERT � Z J \18" UTILIT WATER PLAN O d 18 UTILITY CULVERT\ SANI N SANITARY SEWER PLAN SEE SHEET 14 _ SANITARY SEWER PLAN SEE SHEET 8 SEE SHEET 8 N ~ SEE � Z J 5 S m U) N WATER PLAN FEN WAY J 12" UTILITY CULVERT / SEE SHEET 16 WATER PLAN FEN WAY WATER PL N O J SEE SHEET 15 \UTILITY SEE SHEE 15 Lu Y m Q CULVERT �TYPHA CIFjaE W Lu 0 U IRRIGATION PLAN SEE SHEET 19 18' UTILITY CULVERT\ w m � _ _ 3 -___-_ (IS LANE °F + U CAD NO. R B01.1.1 DWG SHEET 3 OF 36 INSTALL 1 -8"X6' WYES LEFT ,0'S T.4 IV INSTALL 6 -8"X4" WYES LEFT INSTALL 2 -8"X4" WYES RIGHT = t JAMES F. PIERCE ;NO. 5346PE:= 8 I COMMONs ,'aL �c` 1 z OPEN SPACE � NCO <ZO Uz^�2 L w o x z �9 z og of U ZZ �r/w� iT ' bN� �- V MO�i- �O�O O ;i,Oo VI Qn ; \ +.D +r�a0 �� +owc�j.z Z E. 1 � 0 3 �Z3 O w z o 0 6" ��ul o 15 Na �i d�0 m a d�u°°in � ono o O ozw LT7.12 I: �- r Fz�oo > rw F O O S`ERV • O,.. N 2 W VI Z W O O fn W W vJ K VI ►, +n n ADDED ►7 0 /n N 0 cr I 11+00 24430 3+pp �,4+00 - 3 O 1 l 0+00 —y s ` 744)D l 8+00 ; 0+00 11400 12+00 fWj1 m l i ca w O. �O O a ' 7ATRON STREET OLu W WY o N CATRON STREET — �� A Z I � s J V) � �o b w w itSEE SHEET 9 FOR Q w �w w w SEE SHEET 7 FOR - - �. �� w SEE SHEET 6 FOR Ct 0 0 �y FEN WAY SEWER FOXTAIL SEWER -L W w W G`C- BLACKBIRD SEWER Q O 'o; I I z Q (n �w ofO I � O N F vai"y 1 1 Q } 1c Y Q Q a Y Y WwW Q z I z I--- 1 I Q 7 U o00 I UL j LLU wi UL Do m m W� NOTES: 1 0 1 5 1 0' 100' 15L'' A 1 1 1 RECORD DRAWINGS 1• ALL SEWER PIPE IS TO BE SDR35 PVC AND MEET S C A L E CD co CD 3034 STANDARDS. APPROVED .- 2. EACH SEWER SERVICE CONNECTS TO THE MAIN WITH A DRAWN BY: RJDIMMJ - E t9 S SEPARATE WYE. NO TEES OR DOUBLE WYES ARE ALLOWED. N DESIG ndn LF '/ D TE EDBY: JPP 3. ALL SERVICE LINES ARE TO BE 4" UNLESS NOTED OTHERWISE. QUALITY CHECK: DEAN&HOSKINS,INC. DATE: 1223102� JOB NO. 80"36� ENGINEERING CONSULTANTS T fN15-BOZE1lw-IthLISFELL YONGIN FIELDBOOK �,W,�� wwsN W TYPE 2 EXCAVATION 0. TYPE A BACKFILL N ^n 4670 ~a- a awa aaw 4670 �lw a as N as mK 6 a W w �aF - ,o f o a N 0 Q �z0 x v122� xNUI ZZ Q H W J+�Zzo !JS? Q 3 �» 3QaKK� g.-*wxm 2w 3rna Z&ZZ W � �� www » Z K-zZ 1g > `O isa Z gzzz H z K ZN6� 4660 d 0 FINISH GRADE a (CENTERLINE) FINISH GRADE N X z a ~ (CENTERLINE) � �. z W Lj w N " > z w I O N H [EXISTING GRC ND � } EXISTING GROUND - m (CENTERLINE) (CENTERLINE Z w 4650 � Q LEN 320.00 SLOPE 0.40% ; a DIA Bin.PVC, SDR 35 0.74X Y w Z ; LEN 319 SLOPE$-7.,' uj N DIA Bin.PVC, SDR 35 LEN W O Q V 267 SLOPE O'e'9341fX- m (n 5 W DIA Bin.PVC, SDR 35 V J 4640 50 EXISTING GROUND 4640 AT CENTERLINE Q U Ol < N UD a0 M V O l0 N l0 7 ill m Oi N m < Ol +O N t0 in O N O h ill O n N N N N N N N O N N O tp (p +O ill N N 0+83 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 CAD NO. R B01036-04.DWG SHEET 4 OF 36 0�0 T W = SEE SHEET 10 FOR *t' JAMES F. \*�` Z SEE SHEET 7 FOR Z Q♦ _ CATKIN LANE SEWER Q} Z W SAVANNAH STREET , PIERCE I� 0 50' 100, 1 50' J W 7 Q SEWER NO. 534fiPE Z_J ~ P.ff'`�PcLSSL9Ri'�6�`•,�: S C A L E 2� Y Q Q �DA'A L F- (n Q - ¢zo zo INSTALL 1 - 8"z6" WYE LEFT BLACKBIRD `~` 4658.06, - L- RD DRIVE � RECORD DRAWINGS INSTALL 2 - 8"x4" WYES LEFT B APPROVED INSTALL 6 - 8"x4" WYES RIGHT r� /.wK(gre Lam.�..d'.� 1,11/.3 �`Q V A 12 RAWS 1 Z F T E DATA Cl F 1\ , S 4 Z I-n 4680.27 = I.y F �+� THOMAS,DEAN&HOSKINS,INC. �� ww s s�. x i D ENGINEERING CONSULTANTSo_ y�WJ o n , Z O B -.1 " S-WZEW- rSPEU m51 0 F WASHe o UW¢N W>OF ( !t1 p W IFWSION 144 w � .24 ZZ o n TY z 9 of P O z O B W O 00 mUZn10, v u) = O - Z r L Q W �= NOTES: s o ; � o�06 x 0 a - U - < of/ U Z J 1. ALL SEWER PIPE IS TO BE SDR35 PVC AND MEET = a w r z a((( _o ro N Lui ) I^ Iy O ASTM 3034 STANDARDS. W o d�Fn o(p[JJJJ� �p _ W QQ pm J Z OJ oV1�.U..JZW f U Ox Ind > NO cr 0 WY 2p 2. EACH SEWER SERVICE CONNECTS TO THE MAIN WITH A ox N 6" f a <>" o+mo w^ +vpi'"1 / zu W Z SEPARATE WYE. NO TEES OR DOUBLE WYES ARE ALLOWED. zQ ,'(n d a -< ,. n� m `r' N Z Z m 3. ALL SERVICE LINES ARE TO BE 4' UNLESS NOTED OTHERWISE. 'n o 4 0 o onmi o , a v o W o ^N O ana a y�1p 5 z rnnn tnzv) fnzw 1 wX a,c ±N O mi .= +-:,6 to Z W > Of i( �' Of J MOD . om'o Z omn Wzw Q WO O ywz Ina w .. y m O o w + 0 o tnzw �DI~-^ ONO 00 9 VIZ w O N � t0 14 D040 3400 W W W BLACKBIRD DRIVE �--------� W c A �- m m m DRAWN BY: RJD/MMJ TYPE 2 EXCAVATION DESIGNED BY: JFP QUALITY CHECK: TYPE A BACKFILL DATE 12/23/02 'n JOB NO, B01-036 FIELDBOOK n lyD oopp m mf N� 4 dN x TYPE 2 EXCAVATION _ TYPE A BACKFILL f+amx WOOR3�ZTz Jno N O --- xhuiz0 O 0 z_ z mFoa x d j 1 1 n N Inzzz a+�zo� " °dw mlmoa W 4680 d" 1, 0 dd FINISH GRADE ; &Z ~ mF m mm°r (CENTERLINE) w w ZxZoa'�'p J � '` N� NjaY�r* tD z O z ¢ i f„„ii{{ a oa W o �a+0a~ z m NN U KU ZmnZZO `°u) 3a�Z �Old�l-�- J Nad W EXISTING GROUND vlm. - pz�,izo N �.I O Q �JJ CENTERLINE ww FrZz3 a m Nm rn Z 111 � � W 3 1+2_0 ZI 11 ate» d��K 7 w 0 LEN 326.00 1.021C �z z = ; Z 4670 SLOPE+949i . FKzz v Q 0 � 0 DIA Bin.PVC SDR 3g "... �zzz LEN EXISTING 00 MANHOLE gl Z m DIA 8;n 22X __ FINISH GRADE Q Q WC SDR 35 LEN . .00• a // (CENTERLINE) <I -IleW V y � PIPE DIA SLOPE SLOPE FRO W 0 Q J ICONT�� C SDR MANHOLE LE`_ /EXISTING GROUND I (� 00 N m 4660 DEPTH ANDD FIELD 3� SLOP 92'� - �N (CENTERLINE) 4660 SL 1 V L1O D N)ERI Fy �z 5 EXISTING. SEWER PIPE D!q 8m. VC_S�g � SLOPE I IA O LE Q N 144. 50 AT CENTERLINE DIA Sm.PVC SDR 35 DIA SLOPE 1 0 LEN 148.00 SLOPE 9.6 9R Bin.PVC SDR 35 DIA Sin.PVC SDR 35 a U DI 4650 4650 N OI d KI � N pp rn d u) IO d d u) N d O> M O N u) N u) Of M 00 d cV a d d d d d d d d d d d d d d d d d d d d d d d d d d 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 CAD NO. R B01036-OS.DWG SHEET 5 OF 36 TA rt.JAMES F. �� Z PIERCE A'N0 ' - 1 . 5346PE +., i ems. INSTALL 6 - 8"x4" WYES LEFT 7 ` ' I INSTALL 8 - 8"x4" WYES RIGHT ''.. a 0 50' 100' 150' AL N1,��`�� Zoo SCALE V a a 0x I SEE SHEET 4 FOR 0-0 z N CATRON SEWER 3 J I �j NOTES: O 0 Illlll 1. ALL SEWER PIPE IS TO BE SDR35 PVC AND MEET z _ - 0 (A ASTM 3034 STANDARDS. < - - -—-—'—- - Z hiM 2. EACH SEWER SERVICE CONNECTS TO THE MAIN WITH A uirnBLACKBIRD DRIVE �I CIS .a SEPARATE WYE. NO TEES OR DOUBLE WYES ARE ALLOWED. +4 n � � O - ad wQ 3. ALL SERVICE LINES ARE TO BE 4" UNLESS NOTED OTHERWISE. a o n �' / = F 19l w N W� xo d9- ? z w ,� Z z d- ~n z w ryWfDDD 82 _ p o d ED U O In 0'q W Q Zw 14 p0 fo° 0 Q ±r m U n U ao o w W s_ / F�vaOi a`� t5' n o =allo W Y N z w TYP 0 a> n o �O Q W Z ( / V F Y �O __ - V1 2 W ZU 'Z-Q 7 . <.� `g o w ►w w 4649.58 _ N C In Lux 0:Of O 19 00 1 00 uvi U) W yi N —F—_ O Ono 4wZ x N In I O//IJ M 10 8 BLACKBI 9.65 D DRIVE o N m n vi O �Ln I J \ 0 cc OPEN SPACE E IN COMMON W� A RECORD DRAWINGS \ mmm1P-1 APPROV D T S ='0 DRAWN BY: RJDI MMJ DESIGNED BY N TIT��r ATE QUALITY CHECK' JFP DATE: 12/23/02 TD&IO THOMAS,DEAN&HOSKINS,INC. JOB No sot-o36 ENGINEERING CONSULTANTS - GR SPO�NE US-B ZE1 -KWSKU wASR W 01 FIELDFi00K LEWISTO DMM TYPE 2 EXCAVATION TYPE A BACKFILL 4680 N n o n c/) v� a co nnn T Od M 2 w z+�z0 Izz = Z IL W " �z d�� � � ,O^ Q N> FI H N F z V! LL j W ~ i • +�==_0 z ZNd 6ill Es = C (/) Y Zaww �zzico 4660 m 4660 < FINISH GRADE 2 Y (CENTERLINE) W LLI N Z Q W m Q J LEN 75.00 EXIST N m SLOPE ING GROUND _ LEN 225.00 SLOPE 1.089. (CENTERLINE) V DIA Bin.PVC SDR 35 ;:',� J DW 8in.PVVC SDR'3 LEN 40L00 465�, Q 4650 I SLOPE DIA 8in.PVC SDR 35 Q I (U EXISTING GROUND - AT CENTERLINE y 5 4640 4640 50 m N 0 N �O O N O u1 m h m N a0 I� t0 N N d d M Y1 N N b CAD NO R 801036-06.DWG +00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 SHEET 6 OF 36 I JAMES F. PIERCE INSTALL 5 - 8"x4" WYES LEFT INSTALL 4 - 8"x4" WYES LEFT =-,',No. 5346PE INSTALL 4 - 8'z4" WYES RIGHT INSTALL 3 - 8"x4" WYES RIGHT -�---� --♦------�---+ --�--A—H---�- -- --------- —-—-—- azo v - z a ---------- r 1 Td o�sd w .. �- - - z v =oo w U w o Z oz- z SEE SHEET 4 FOR O o z = z 1 0-4z3 CATRON SEWER - SEE SHEET 8 FOR a zo rn � J 8 w ] FEN WAY SEWER m F" °� o + 5�5 �.. o a w SEE SHEET 5 FOR Z 3 c+00 K - Ong S 8 BLACKBIRD SEWER o o fnz oo a Typ !2 m z P ��O �TM Na �'i, ram~ O U 0 0 0 0 46 .72 ~ o o o z w a G p 7n �y V] 69 f N - e n 4662.47 O O o 161 W z 2.03 r �� 0 ---- _ +W z m 0� U W 1 L l ��}Op -- - N 1 .�., _ w Q z w Z - -- a a Q r _ s V) N J z on a64ssz FOXTAIL STREET o o z W z �w of 4648.71 N -- O a rn V N zo > ` U W W W J �! V Z Z \ 0 0 I.O� z z 3 4 < o �o w LL Q 5+ v~izw v~izw Q o o m NOTES: c� r•? Z NOTES: W p X 1. ALL SEWER PIPE IS TO BE SDR35 PVC AND MEET ASTM 3034 STANDARDS. 1. ALL SEWER PIPE IS TO BE SDR35 PVC AND MEET ASTM 3034 STANDARDS. 2. EACH SEWER SERVICE CONNECTS DOUBLE THE MAIN WITH A 0 51 1 1 150' 2. EACH SEWER SERVICE CONNECTS TO THE MAIN WITH A 0 50' 100' 150' m m m SEPARATE WYE. NO TEES OR DOUBLE WYES ARE ALLOWED. L I 1 I I � � � SEPARATE WYE. NO TEES OR DOUBLE WYES ARE ALLOWED. � I I I I S C A L E DRAWN BY RJD/MMJ SCALE : 3. ALL SERVICE LINES ARE TO BE 4' UNLESS NOTED OTHERWISE. IV' 3. ALL SERVICE LINES ARE TO BE 4" UNLESS NOTED OTHERWISE. DESIGNED BY JFP QUALITY CHECK: RECORD DRAWINGS DATE 12123,02 JOB NO, B01.036 APPROVED FIELDBOOK f� � TYPE 2 EXCAVATION NAME TIn d~ �DA0 5--- a TYPE A BACKFILL - TYPE 2 EXCAVATION a TD& THOMAS,DEAN&HOSKINS,INC. TYPE A BACKFILL ENGINEERING CONSULTANTS n 100 SPOMN KB02ELLN1-xM15PEELL WitTp1 np O N LEWU N IDVb ♦ Ol f010� 2 N pppp N z N t0 J hN� aoo a � rn o Ya� N +ate F o+ r ioo ^ W 3Q W F+NZZ' +tnp� M vI &? z+<x¢m ash'' = aozo aoTTTF Q W m- �zzz 3asVmw » 4660 EXISTING GROUND vwi �?? z s� ' J (CENTERLINE) 4660 ___ FINISH GRADE �zzz (CENTERLINE) 0 z W Y FINISH GRADE - 4670 (n H (CENTERLINE) EXISTING GROUND Q (CENTERLINE) 0 0 U) V i z _� W m� Q Q LEN 400,00 061% 4650 �'iPE 0.59X � (�LEN 283.00 SLOPE 6.6gfF Y Lll SLOPE 66gq DIA Bin.PVC, SDR 35 IJ,J N Z DIA Bin.PVC, SDR 35 PIPE cn 4660 EXISTING GROUND LEN 732.00 4660 W 0 Q AT CENTERLINE m N J EXISTING GROUND fy 5 SLOPE i-1-yF AT CENTERLINE 5G OIA 8in'PVC, SDR 354X J X 5 5 50 QL O a M c0 O M T N "l o m a N m r LL 50 n n on ^o no 6 6 m ¢' ro ao n Q m ai w au rn n a e a a a a V 0 1+00 2+00 3+00 4+00 5+00 6+00 1 " 3+00 a uo 5+00 6+00 FOXTAIL STREET CATKIN LANE CAD NO. R 801036-07.DWG SHEET 7 OF 36 ul JAMES F. cwi r _ PIERCE O NO. 5346PE 1y� ✓� O w o w < cn z.D a w = w a =1 azo . za z i I n e I V` a�x¢ z C/] a o0 a d0 d d o x z z o � p V1N � dOh O0 N � w • O n MNe NN + O_ !mo > 0 0- a; + am,n �e ee MI +on vwia 15' won ,ay I vjzw �N �I [r I a z �zw as` �n o oa� TYP -in z aA I I a 'r( �Y�n,111 q^q^qs" In z w n n 4662.27 ,4880.43 Y I L- 32 _ N am roam oIn xz W J 1 s 2+bdN�' " i- - - 4ij00 6+�0 7+�00 5+00 r 13 00 14�6" IL � FEN WAY a 6 Z W 4665.37 4665.35 I W _ zTYPHA COURT > ELIMINATE sERvcE>�. „� aQJmqq Xpw� INSTALL 1 - 8"z6" WYE LEFT -7i W 0zW >- INSTALL 6 8"z4" WYES LEFT i�T `�a _JINSTALL 6 8"z4" WYES RIGHT Uiu7 („I N 6 w Q INSTALL 2 - B"z6" WYES RIGHT Q > ^ O WR X wwCQ °C 1n cn U) a�� o� ~ IPARK o 0 0 gQZEO I 'a♦ I �� `) ¢0Gl o o'O.�iz I I U I I O N ` �VI� NOTES: RECORD DRAWINGS Z 1. ALL SEWER PIPE IS TO BE SDR35 PVC AND MEET w w w ASTM 3034 STANDARDS. O O O 0 50� 100 150 2. EACH SEWER SERVICE CONNECTS TO THE MAIN WITH A APPROV D I I I I I SEPARATE WYE. NO TEES OR DOUBLE WYES ARE ALLOWED. S C A L E 3. ALL SERVICE LINES ARE TO BE 4" UNLESS NOTED OTHERWISE. NAM TITLll DAT W TD& THOMAS,DEAN&HOSKINS,INC. ENGINEERING CONSULTANTS }}} TYPE 2 EXCAVATION GRFATN[� IU -BDZD"- USPELL wwWN1.I:' TYPE A BACKFILL LEw6fON w DRAWN BY: JDW DESIGNED BY: JFP w NATE: QUALITY CHECK' m z TYPE 2 EXCAVATION DOB NO. B01 o/s6 w m N TYPE A BACKFILL FIELDBOOK Q+1O O 0 Z±tym� mMOY ID }JI ° n of x i+,vio I�Y "^ r Wt;�? 4680 N FINISH GRADE o m a w LIJ =O�ZO (CENTERLINE) a+.-o lWJ N 11 wad>> N 2 EXISTING MANHOLE EXISTING GROUND(CENTERLINE) . L �3o�m =7 1 r, = I ZO ZQ WILII Z TLEN 000 +ao FFINISH GRADE i70 NQ W(CENTERLINE) SLMATGH EX ZABPEFROM MISTNG � W LQL .PVCSD ANHOLE I D O VI CTOR F(CO RHn DEPS:IDIE DERIFY PIPE lEN400 00 EXISTING GROUND TION) `I m EXISTING SEWER PIPE SLOPE 1.41% (CENTERLINE) I Q O SLOPE 1.04% DIA PVC SDR 35 Y W V PIPE L1J N Z Q 6o LEN 400. 1 ,E��_ W O Q Z 00 CO (q SLOPE 1.68 I U a DIA 8;n.PV J R I Q LEN 100.00 I �' 5 SLOPE +,99y�0,99X Q DIA Bfn.PVC, SDR 35 50 EXISTING GROUND 4650 V AT CENTERLINE m d aD O N h O aD m M M ,O q I,� m 7d h ifl M .n t0 ,p N t0 ,O Oi O, m m t` t` ,O N d d d M N O r r n t` t` r n r r r r r n n tD t0 ,O t0 10 O O t0 ,O t0 t0 d d e d e e d d e e e e e d e e d e d d e d d e d d d CAD NO. R B010J6-08.DWG 0+50 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 SHEET 8 OF 36 is co `*� T w _ JAMES F. `- PIERCE i U) ,r� J io _'_',NNOO.�. 5346PEr," Z V 7I � Z 9 < Iuw aoo C O T O I U ~ 2N I 3 v 0 - ;; $I ,s W_n 0 TYP N o _ am O O F NLy ~ � n av wZW 6" `zw RECORD DRAWINGS z o Ir}I�1 14 1 -� 1 17 --_ tE400 APPROVED J J I+I r r ram s t6s m m O N� TIT�E DATE as Z z FEN Y w THOMAS,DEAN&HOSKINS,INC. Q , z m m o9'µ W TD8c FENGINEERING CONSULTANTS Q ai SEE SHEET 4 FOR 0"T F,LL -WZEWN-OUSKLL worrtuN W Y J CATRDN SEWER Sermon � w No a v1 in W i } D w O �' wK �� � wm neU OU F Q o000 � o U INSTALL 1 - B"x6" WYE LEFT O INSTALL 3 - 8"x4" WYES LEFT NOTES: INSTALL 4 - 8"x4" WYES RIGHT 1. ALL SEWER PIPE IS TO BE SDR35 PVC AND MEET M N m ASTM 3034 STANDARDS. 10 m 2. EACH SEWER SERVICE CONNECTS TO THE MAIN WITH A w w w Z SEPARATE WYE. NO TEES OR DOUBLE WYES ARE ALLOWED. 3. ALL SERVICE LINES ARE TO BE 4" UNLESS NOTED OTHERWISE. 0 0 0 50' 100' 150' A S C A L E m m co �I DRAWN BY: RJDIMMJ DESIGNED BY: JFP QUALITY CHECK: DATE: 12123l02 JOB NO. B01-036 FIELDBOOK _ TYPE 2 EXCAVATION TYPE A BACKFILL v1 m Y 1�,I ~ �s N 41; n r; 4670 W W' _ � cn N Q w m _ eat F c F d I gzz 0�l ZQd G Zaz�� 0 Z W �zz Q nEFo < 4660 (n � �I > 0 O ((1) Q FINISH GRADE 2 (CENTERLINE) m Z > Z LL LEN 300.00 0 99x 1 Y Lu ~ SLOPE +-pg1� plq Bin.PVC, SDR 35 L W IN m Q EXISTING GROUND PIPE LEN 237.00 SLOPE 6,61xF (CENTERLINE) 4650 N DIA Bin.PVC, SDR 35 V J I EXtSTtNG GROUND Q AT CENTERLINE 5 5 Q 4640 50 4640 V In 7d N 10 O� u1 M O 6 w O n h t0 N d M N N �O b iO 1O t0 �O tD �O <O �O t0 t0 �O t0 iD �O d d d d d d d d d d d d d d d d 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 CAD NO. R B01036-09.DWG SHEET 9 OF 3G "014 T q,1""' �7 JAMES F. `* - PIERCE NO. 5346PE I I 'oJ ` w '�T70NAL I I of z z 'z 2' = 0- Q 2 SANDAN PARK z z F" z l AT&T m .Fa o o v~izw < I- .5 -1 Z I O O ~ -1I=II I tO "1 N 0] O OTT,, I V nn za I ►y N A WY 4657.63 4657.03 C/� 5 W Nro of Zo SAVANNAH STREET o "� > Q z m iqd� w? o .6 - w Er W¢ I Z SEE SHEET 8 FOROG� • z 15- I w w w w J I Q FEN WAY SEWER zo TY O O O O 4z0 } V I SEE SHEET 5 FOR (n ? 2 S BLACKBIRD SEWER O �iy NNW > O Q Z w M m N I w �a ILL ILL 0 - 8"x4" WYES LEFT I I 1 INSTALL 5 - 8"x4" WYES RIGHT w Q Q 1 0 O O o NOTES: 1. ALL SEWER PIPE IS TO BE SDR35 PVC AND MEET ASTM 3034 STANDARDS. 2. EACH SEWER SERVICE CONNECTS TO THE MAIN WITH A m m m F SEPARATE WYE. NO TEES OR DOUBLE WYES ARE ALLOWED. - DESIGNED: RJD/MMJ RECORD DRAWINGS 3. ALL SERVICE LINES ARE TO BE 4" UNLESS NOTED OTHERWISE. DeslcNEo BY JFP APPR�QVEP, QUALITY CHECK IAT DATE: 12/21/02 AMEN - JOB NO. B01-036 -- FIELDBOOK 0 50' 100' 150' THOMAS,DEAN&HOSKINS,INC. I I I I I 1 TD& ENGINEERING CONSULTANTS S C A L E cP�W I-WZEe -KN SPELL wA41�iW'TO"i1 LEwtpw iu�ra TYPE 2 EXCAVATION TYPE A BACKFILL �o a eel NNa N a~ LV J U) Za'6p < N D Q +<K O 00 F T wQ�z F��ZZ� 1I1 (n K? wzmaxKKOxm li 2 � 4670 z<M� !t! 4670 gZZZ Z Q Lu FINISH GRADE O Z W W (CENTERLINE) Fn < 0 \\\ 0 (1)`EXISTING GROUND a m } (CENTERLINE) C Q Q Z 4660 m� 4660 Y W Q Z PIPE Z LEN 364.00 SLOPE 0.80% DIA 8in.PVC, SDR 35 W coQ EXISTING GROUND ---- V AT CENTERLINE 1 5 a H N t0 b a SD O tp N n N m iD pp n of O� Q n n n n n � io v1 in a a a n n n I� U tD �O tD 1p t0 tp 10 fp �O �p �O � a a a a a a a a a a a a a a a a 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 CAD NO. R B01036-10.DWG SHEET i 0 OF 36 `* OJAM S F PIERCE NO. 5346PE j c COMMON ,, ,'OVA I m OPEN SPACE E W an an 2oz �.1 STA 0+71 TO 0+79 , INSTALL 8 WATER SERVICES LEFT OG� STA.12+25 TO 1 +45 w i 3 TRENCH INSULATION w INSTALL TRENCH NSUL. _ 0 O 3 U w w w w w SEE DETAIL 1 �o I U U U m �O 5 > 35 m o w w w w w z .Fa �° "�' +29 +47 +47 +37 +27 +17 +17 " 0 50' 100' 150' p Hw�yy Q I I I I I _ I W J F - — 1 -f - - �— - -4 H - —r- - -I W - —+- - i SCALE N W Wz Io CATRON STREET I STA.11+15 TO 11+29 0o uj 1 I a w INSTALL T ENCH SUL. u�Q V j O > 1 >N J SEE DETAI �I Z m o > z o > 35 0)� /. W w w w w 0 awz Oi w 3 O LD 01 - O w "� J G o o+ < �o + I + -J a + + >- o00 0 000 tkt' c�i ' m F- Q ' 00 W G" oc�i as 1-21-0. �� + O N W m ma W W m ao m O WW W W awW J Z 4mCQ� Q + +� ~ p + + O U), NOTES: m + 10 m a I °' O1 O +z pz�z 1. ALL WATER LINES TO MAINTAIN A MINIMUM Q a F&rn ��J 0 F I Q' F Nax-0 OF 6.5' OF COVER TO TOP OF PIPE. w w w + w0 j� + + + G n�M aQ m m "� 0wza18" om t a o< F Z Y _ + maOva 2. MAINTAIN A MINIMUM OF OUTSIDE VERTICAL Q QQ I I m m N } W + +O + I} t J o SEPARATION BETWEEN OUTSIDE OF SEWER/ O O O STORM DRAIN AND WATER LINE CROSSINGS PING ET AWWA I' Q } I W m I DO DO N 4. THE CONTRACTOR SHALLINSTALL MEGA LUG W M J >Q AT RESTRAINTS R FITTINGS, BLOCKSRETE THRUST NGS, VALVES ALL WATER LINE & FIRE m >- m j SEE SHEET 16 FOR > SEE SHEET 14 FOR SEE SHEET 13 FOR HYDRANTS, AS DESCRIBED IN THE Ln FEN WAY WATER Z FOXTAIL WATER w BLACKBIRD WATER SPECIFICATIONS. + 5. ALL WATER SERVICES ARE NOTED IN SIZE AND DRAVM BY: RJD/MMJ p - +- t-- - U-)f PLACED IN CENTER OF LOT UNLESS OTHERWISE DESIGNED BY: JFP NOTED (SEE CITY OF BOZEMAN CONST. STD. NO. QUALITY CHECK: RECORD DRAWINGS 02719-1). SERVICES SHALL BE NO CLOSER THAN DATE: 12/23/02 18" FROM OTHER SERVICES ALONG THE MAIN JOB NO. e01.036 APPROVED 6. FIRE HYDRANT ASSEMBLY INCLUDES HYDRANT, FIELDBOOK T- w 9/ !�t AUXILIARY VALVE & BOX. DRAIN GRAVEL AND NAM - TITL DA _ CONCRETE THRUST BLOCK (SEE CITY OF BOZEMAN CONST. STD. NO. 02718-4). TD& THOMAS,DEAN&HOSKINS,INC. 7. ADJUST ALL EXISTING WATER VALVES ENGINEERING CONSULTANTS AND BOXES TO FINISH GRADE s O-E us-eoznw-KAusveu wrsmo"wwloN �Ewis*a+ rouo 4670 4670 TYPE 2 E EXCAVATIONILL _ N TYP A BACKF I1J Q a FINISH GRADF - o 4660 Z 4660 a (CENTERLINE) I _Fn a uj 1 N uj FINISH GRADE z (CENTERLINE) Q O W F co 9 0 Z Q Z 1(C NTERLINLlND w EXISTING GROUND fl E) 4650 Y W F 4650 (CENTERLINE) W N Q O U 7-.2,1&L.F. TA.69+83 TO 3+58 INSTALL m 12" CLASS 51 DUCTILE IRON PE o V 269 - a J c� w STA. 3+58 TO 12+53 INSTALL w 5 895 L.F. 8" CLASS 51 DUCTILE IRON PIPE w >t�i sa > N w N �W WW O > O W J 0 Q wZ 0!O Q Q 464Ir N 50 > r, EXISTING GROUND > > v N �0 � 4640 U AT CENTERLINE a o� n m N rn + +ZOZ�Qz + O r + + + + + + O NaN�p N OFQ Q Q Q Q Q Q' O < U N G G G V1 G fn G Ga��� N Of a N m m 17 a O t0 N m N r O� M N m d OI m N 10 0 o <v o vi a ri ri ri a a ui vi vi vi vi a a ri r.i o m i0 tp m 1p m Ip m 10 m tp m tp t0 10 m ID m 1p 10 m m 1p m Ip 0+83 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 CAD NO. R 801036-11.DWG SHEET 11 OF 36 T W W I Q I s'' Z - SEE 3REET 14 FOR ,(� Z W * ni p�J' y CATKI(b WATER W Vj 6 Z W+ JAMExS E. o aj 2� m J C C)C �cn - ;;'ENO. 5346PE jay` a , N Z Q Q SEE SHEET 17 FOR 4' HZ SAVANNAH WATER0 � er LL ' I � G, Q Q KBIRD DRIVE rs' SCALE z Q�� r� N U-i BLAC ZR0 1 5 V ( O; i V --- ZK- n i�9 wo 0= o> Mww;I,o \ 12 13 I.�.I a W 4Z o wv + I- -_1 1n ; w 00 f-i1 F a>� PO +85 �, F N a 0 oa VIFUJ k5 9 +9 w W W �~ �m� ix i=wo h u u v W N C j O m0 �ZQ Kw0 uoa Z� a0 �3�`Z0 +1�1 W o O J U ED N b + N¢O / k�2w N w a: m O j 'W r w= .� INSTALL 2 WATER SERVICES LEFT h 4= n 'Ow�Q h V Na 4 Zvo a INSTALL 6 WATER SERVICES RIGHT N�4 N NpUJw mw m ao 4/ Q Za o 8+36 vi a ag e m 2 W W Y � STA. ,z+68 TO t4+00 DEFLECT �i- N i N N O W WATER MAIN AROUND CURVE (DEFLECTION NOT TO EXCEED d d 'd k z Z 0 ►w / MANUFACTURERS RECOMMENDATIONS) fj v~i fi 4 rn Q Z m 3 w h S g xu07 00 W • w w w cn GO co 0 0 ` DOS 0 �zo xa� 50 O `T M m i 1 X O W W W STA. 3+87 TO 6&+Bb DEFLECT WATER MAIN AROUND CURVE �I. 0 00 (DEFLECTION NOT TO EXCEED 'A BLACKBIRD DRIVE MANUFACTURERS RECOMMENDATIONS) R` ()PEN SPACE C OMMON NOTES: A RECORD DRAWINGS 1. ALL WATER LINES TO MAINTAIN A MINIMUM 5. ALL WATER SERVICES ARE NOTED IN SIZE AND } y y OF 6.5' OF COVER TO TOP OF PIPE. PLACED IN CENTER OF LOT UNLESS OTHERWISE m m m 2 MAINTAIN A MINIMUM OF 18• VERTICAL NOTED (SEE CITY OF BOZEMAN CONST. STD. NO. . APPROVED 02719-1). SERVICES SHALL BE NO CLOSER THAN DRAWN BY: RJD/MMJ SEPARATION BETWEEN OUTSIDE OF SEWER/ 18' FROM OTHER SERVICES ALONG THE MAIN 'fft�/a; STORM DRAIN AND WATER LINE CROSSINGS DESIGNED BY: JFP wN1FJ ITLE D E 3. ALL PIPING TO MEET AWWA CLASS 51 6. FIRE HYDRANT ASSEMBLY INCLUDES HYDRANT, QUALITY CHECK: 4 THE CONTRACTOR SHALL INSTALL MEGA LUG AUXILIARY VALVE & BOX, DRAIN GRAVEL AND DATE_ 12123/02 . THOMAS,DEAN&HOSKINS,INC. CONCRETE THRUST BLOCK (SEE CITY OF JOB NO 801-036 RESTRAINTS OR CONCRETE THRUST BLOCKS BOZEMAN CONST. STD. NO. 02718-4.TYPE 2 EXCAVATION ENGINEERING CONSULTANTS ) FIELDBOOK cnr vuu-eozD,,w-Icaisrcu AT ALL WATER LINE FITTINGS, VALVES & FIRE TYPE A 6ACKFILL swK�w+�c wwwo HYDRANTS, AS DESCRIBED IN THE 7. ADJUST ALL EXISTING WATER VALVES SPECIFICATIONS. AND BOXES TO FINISH GRADE 4680 FINISH GRADE 4680 (CENTERLINE) TYPE 2 EXCAVATION TYPE A BACKFILL EXISTING GROUND w N (CENTERLINE) Z Lu 7 (n 4610 r s + FINISH GRADE Z Q ILL STA 1+02 TO 6+85 INSTALL 583 L.F. (CENTERLINE) O Z OF 8" CLASS 51 DUCILTE IRON PIPE. 1 EXISTING GROUND > Z 4660 (CENTERLINE) ;�;,; m0 Lu 5 5 3 I = Q Q m N Z Z Y 50 N m Yw U w w Lu 7+86 614 w Lu 0 J O o STA 8+03 TO 14+00 INSTALL 597 L.F. v3Wi m m OF 8" CLASS 51 DUCILTE IRON PIPE. V 4650 W W °p J Z Z c L Z U Uu Q A w � > EXISTING GROUND AT CENTERLINE ~ ^ ui U + + m m + + + } N N N m In In N N N w N O� d o0 N Gq M a N ID ♦ a N cN a M O N N .p O1 M GO d m m n ^ n ^ N O O O p� (p 1� O N d c1 M N N 10 m a a a a a a a d a a a a a a a v a a a a d a a a a a 1+00 2+00 3+00 4+00 5400 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 CAD NO. R 601036-12.DWG SHEET j2 OF _IF; "0 S T A "o I \`* JAMES F.,,Y# W i PIERCE W W AS NO 5346PE 'J SEE SHEET 16 F I SEE SHEET 11 FOR �- DOWNY WATER z CATRON WATER azo Of o so' 100' i so' UZ PC - 5 2 a N 5 I I I I I I I Z O- U I a 7� SCALE L.I �a s* BLACKBIRD DRIVE ALLEY > _ _ d w H z " mom o I v oo 3moN a Lj O q INSTALL 5 WATERi SERVICES LEFT - -I+ o j I+1 by O U INSTALL a WATER SERVICES�IGHT + GO vi a_— In In z fw o d W Q to N O O O N I N N V d U N it a { +47 ar � g o o O a n z w W Y W +34 +61 +45 +28 +19 RECORD DRAWINGS zo A Z� w " APPROVED V N > Z m �'�--E I I —_ _ TI E DA u)u)0) W 6�J l it—RIVE i1 • wof Of of w i w I BLACKBIRDI 9 Ill ' 7 +9u +67 +46 +29 +2� -__ _ - - TDBc� THOMrc D RA c oHOUsKNNTss,INC. M M �y two STA. 1 +00 TO 14+17 D LECT y M� � N WATER MAIN AROUND CU VE S w w 0 0 03 V GREAT FN -IIOZEWN-I SPELL MdRNM KaW (DEFL TION NOT TO EX EED '� v > t I Lp/ �aGTON io M o o'^J MANUF CTURERS RECOMM DATIONS) rn w w w V1 N J NOTES: WW IWU gFF + F STA. 16+26 TO 1 +80 DEFLECT ~ a 1. ALL WATER LINES TO MAINTAIN A MINIMUM O O WATER MAIN ARO ND CURVE 4 ^x m (DEFLECTION NOT 0 EXCEED aow QO I OPEN SPACE E OF 6.5' OF COVER TO TOP OF PIPE. MANUFACTURERS R COMMENDATIONS) a 2. MAINTAIN A MINIMUM OF 16" VERTICAL m °Daz ld< COMMON SEPARATION BETWEEN OUTSIDE OF SEWER/ 3: 1oaQ +�� + STORM DRAIN AND WATER LINE CROSSINGS wo< +mY y N x N 3. ALL PIPING TO MEET AWWA CLASS 51 X d I 4. THE CONTRACTOR SHALL INSTALL MEGA LUG m 0}0 m d d-jw rn w w I I RESTRAINTS OR CONCRETE THRUST BLOCKS p�^IRK, c N NOLL HYDRANAT ALL SATER AS DESCRIBE E LINE ID GN THE VES k FIRE DRAWN BY: RJD/MMJ SPECIFICATIONS. DESIGNED BY: JFP 5. ALL WATER SERVICES ARE NOTED IN SIZE AND QUALITY CHECK: PLACED IN CENTER OF LOT UNLESS OTHERWISE DATE: 1=3102 NOTED (SEE CITY OF BOZEMAN CONST. STD. NO. JOB No. 80"36 02719-1). SERVICES SHALL BE NO CLOSER THAN IIELDBOOK 18" FROM OTHER SERVICES ALONG THE MAIN 4680 6. FIRE HYDRANT ASSEMBLY INCLUDES HYDRANT, a AUXILIARY VALVE & BOX, DRAIN GRAVEL AND r CONCRETE THRUST BLOCK (SEE CITY OF �i BOZEMAN CONST. STD. NO. 02718-4). rn 7. ADJUST ALL EXISTING WATER VALVES IIn n AND BOXES TO FINISH GRADE i CV I= W � 4670 Q Ig TYPE 2 EXCAVATION + TYPE A BACKFILL a- �n Z a W z > (� a ;.I,.. 4660 p O W FINISH GRADE m (CENTERLINE) z Q m In Q o> ii Y w U EXISTING GROUND w a o V> W N Q (CENTERLINE) ~ �+ a; W O J n ry +V + 4650 zo 4650 23+20 92 d N o STA 14+00 TO 2d�-23 INSTALL 943 L.F. vv)F w OF 8" CLASS 51 DUCTILE IRON PIPE. m Q w w > EXISTING GROUND w m AT CENTERLINE Q N w +�z + () 5 5 w N I Q N H H l 4640 In N In °D 50 w = 4640 OJ N Of m IR O O OI Ol OD OO n IO �O N d < M h N N IO t0 IO �O �O �O tp �O �O IO t0 �O t0 'D Ip ID Ip �O Ip e a a a e a e a a a a a a a a a a a a 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 CAD NO. R B01036-13.DWG SHEET 13 OF 16 * AMES F. ' PIERCE i `- �1IN 5346PE �s70'v QZO U oz- Z ZZ- z m3 -- - - !`j - - + E SHEET 11 FOH I w ~ CI 1 ~ - [fir o l 5+35 y+:S �cQi I ATRON WATER z `x INSTALL 6 WATER SERVICES LEFT a o ` '' z m STA.6+33 TO 6F43 �� eo e0a INSTALL 4 WATER SERVICES RIGHT a INSTALL 5 WATER SERVICES LEFT C INSTALL TRENCH INSUL. w �� 5+98 TO 8+04 N I m-~ N m - C) d �� INSTALL ENCH INSULATION a - � +Q +w F o INSTALL 5 WATER SERVICES RIGHT SEE DETAIL 1 I w + rn vi> 16 NTpp m> w a a as 'W-'p +w o+> w ^fD= v m cSwi cw.> 5 d� do y O !% ti> CI i� I O�f W U , C K iY > W NQU' N~ + +Q U w W w W W /- Q Q H QJ� K W W W W K N `1� Q J z > U U U fj U I W �-Ln HO`-Q w F- y N N N N LL � O 3 > 5 �o + a' w a I vt�vI o rn rn n g o gg - ` '` 4 m ,,y U a Iwn N vwi m vwi d dd +~ z w w n .l; "� ?r ,a; m t} I 'S/ D O o o p m �� oO� +80 +67 +42 +17 +92 �� .,<T Q z w a 0 0 �: .l; ,a: Z o �y rn +79 +71 +55 +39 + O N= \ W P4 m A w Z Q Fo I I \ z ZW T - - 1—+— f 1+ - I I I O SEE SHEET 12 FOR .� u7 � Ol+ } BLACKBIRD WATER wK wm +92 +oa CATKIN LANE+oa +oa Q U U U U KU U U Z �+80 +72 �+56 +40 w31 I n $ Q w w ¢ f1 0 O O rOr �wz J i STREET S I Z �p m N N ti m 5+40 5+91 k 1--. 0' w W < ? - STA. 6+39 TO 6+9'4 DEFLECT} In : N N m °0a~3 LL f WATER iMAIN AROUND CURVE �va,� Z mad (DEFLECTION NOT TO EXCEED a; U ;a; �; n. SEE SHEET 15 FOR MANUFACTURERS RECOMMENDATIONS) m O 4 C� ;i 1 +`O x 5 FEN WAY WATER 7 m w I � SEE SHEEP 16 FO ��` d J w Q O I w w w - DOWNY WATER04 Nm + O p p NOTES: NOTES: i) c' 1. ALL WATER LINES TO MAINTAIN A MINIMUM 1. ALL WATER LINES TO MAINTAIN A MINIMUM OF 6.5' OF COVER TO TOP OF PIPE. OF 6.5' OF COVER TO TOP OF PIPE. 0 ���iVV// 2. MAINTAIN A MINIMUM OF 18" VERTICAL 2. MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN OUTSIDE OF SEWER/ SEPARATION BETWEEN OUTSIDE OF SEWER/ RECORD DRAWINGS STORM DRAIN AND WATER LINE CROSSINGS STORM DRAIN AND WATER LINE CROSSINGS > }m APPROVED m m m 3. ALL PIPING TO MEET AWWA CLASS 51 3. ALL PIPING TO MEET AWWA CLASS 51 L�•. -1�5 4. THE CONTRACTOR SHALL INSTALL MEGA LUG 4. THE CONTRACTOR SHALL INSTALL MEGA LUG NA it F[E FDA DRAWN BY RJD/MMJ Z RESTRAINTS OR CONCRETE THRUST BLOCKS RESTRAINTS OR CONCRETE THRUST BLOCKS AT ALL WATER LINE FITTINGS, VALVES & FIRE AT ALL WATER LINE FITTINGS, VALVES & FIRE DESIGNED BY: JFP HYDRANTS, AS DESCRIBED IN THE HYDRANTS, AS DESCRIBED IN THE TD&I� THOMAS,DEAN&HOSKINS,INC. QUALITY CHECK: SPECIFICATIONS. SPECIFICATIONS. ENGINEERING CONSULTANTS DATE 12123/02 GREAT FALLS-9OZEIMN-KAMPELL YONTAIM 5. ALL WATER SERVICES ARE NOTED IN SIZE AND 5. ALL WATER SERVICES ARE NOTED IN SIZE AND i + wAo JOB NO. e01-036 0 50' 100, 150, PLACED IN CENTER OF LOT UNLESS OTHERWISE PLACED IN CENTER OF LOT UNLESS OTHERWISE FIEL.DBOOK I I I I I I I NOTED (SEE CITY OF BOZEMAN CONST. STD. NO. NOTED (SEE CITY OF BOZEMAN CONST. STD. NO. S C A L E 02719-1). SERVICES SHALL BE NO CLOSER THAN 02719-1). SERVICES SHALL BE NO CLOSER THAN 18" FROM OTHER SERVICES ALONG THE MAIN 18" FROM OTHER SERVICES ALONG THE MAIN 6. FIRE HYDRANT ASSEMBLY INCLUDES HYDRANT, 6. FIRE HYDRANT ASSEMBLY INCLUDES HYDRANT, AUXILIARY VALVE & BOX, DRAIN GRAVEL AND AUXILIARY VALVE & BOX, DRAIN GRAVEL AND 0 50' 100 1�0 CONCRETE THRUST BLOCK (SEE CITY OF CONCRETE THRUST BLOCK (SEE CITY OF --J 13OZEMAN CONST. STD. NO. 02718-4). BOZEMAN CONST. STD. NO. 02718-4). S C A L C 7. ADJUST ALL EXISTING WATER VALVES 7. ADJUST ALL EXISTING WATER VALVES AND BOXES TO FINISH GRADE AND BOXES TO FINISH GRADE N w TYPE 2 EXCAVATION O Lu 20 TYPE A BACKFILL m m m wTYPE E2AE&4CKAFIL LN Q Z 4660 EXISTING GROUND _v u u 4660 d J (CENTERLINE) w FINISH GRADE Z > ou 4 70 (CENTERLINE) 4670 O Z Y FINISH GRADE + a n n - (� Q g + N EXISTING GROUND > F- (CENTERLINE) Q } N (CENTERLINE) () w _ Q LU t 2'SD' d d � � a r n� �i Z Q W 4650 d 4650 d z (n LLI z Q � � w NOTE: IP- Z > m m Y W TEE BRANCH IS O ¢ w 0 > 4660 ILI N -1 o 0 STA. 1+11 TO STA. 6+22 INSTALL TO BE ROTATED 4660 EXISTING GROUND ,p EL� 0ryn, m 511 L.F. 8" CLASS 51 DUCTILE IRON PIPE DOWN 45' m mo n AT CENTERLINE STA. 0+89 TO STA. 6+87 INSTALL N N y.l �_ EXISTING GROUND + + + 5 598 L.F. 8" CLASS 51 DUCTILE IRON PIPE AT CENTERLINE 1 O f J U Q F F 50 m Q rn N a n -0a n rn m n o m e NLL 50 0 0 o 06 v; ai m w m ao n L n n n n n {G e m '� '� tO r e N N N N h N N a < a a a 0+891+00 2+00 3+00 4+00 5+00 6+00 1+00 2+00 3+00 4+00 5+00 6+00 FOXTAIL STREET CATKIN LANE CAD NO, R B01036-14.DWG SHEET 14 OF 36 * 0 E F. (JT J > _ PIERCE O �, > 8 pot NO. 5346PE 19 -` I51 NSTALL 7 WATER SERVICES LEFT 51 1 INSTALL 2 WATER SERVICES RIGHT Z AD OD az0 • ADDED (3) 1'SE ZZQ¢U V wS O O. W U + + U 0-4 RVICES II' +97 +60 O 1 +92 +27 +59 +80 V63 r w ^ F r 0 a +00 ,+ Wm CO 4 �I� +30 FEN WAY o a dI a gnu— W J TYPH�, I�OURT w� > I W z W W$ SEE SHEEP 17 FOR r a` A W I E v z& w + + SAVANNAH WATER Ix yC Z� 0 0 C ' — L1.1 N E 0 Zw N Z Q W Z > Zm QJ W I Q ae000 W�, ADDED 3 �Q N �o ^+ I Z I Z F-Of w w w 0 awz a 1" SERVICES �.��_ n a�= N n Y J Z o 0 0 Fo 0— aoo aW ~i �`'aa Z Q 000 �y go >_ � " Y Z PARK ��J o+�� �� _rw0 �"o ", + N Z O M N roWx O 13Wo 40 i� d J U tO - - Q �1om w O ¢Z N F z SEE SHEET 14 FOR N N�� -� ZpF¢ Pn X� rn CATKIN WATER U) F F NQO dW(¢,1 +O DOD "< r00 A _1 NUJ I zu moo NOTES: 5. ALL WATER SERVICES ARE NOTED IN SIZE AND PLACED IN CENTER OF LOT UNLESS OTHERWISE 1. ALL WATER LINES TO MAINTAIN A MINIMUM RECORD DRAWINGS w�C OF 6.5' OF COVER TO TOP OF PIPE. NOTED (SEE CITY OF BOZEMAN CONST. STD. N0. Z m >-m 2. MAINTAIN A MINIMUM OF 18" VERTICAL 02719-1). SERVICES SHALL BE NO CLOSER THAN APPROVED SEPARATION BETWEEN OUTSIDE OF SEWER/ 18" FROM OTHER SERVICES ALONG THE MAIN STORM DRAIN AND WATER LINE CROSSINGS DRAWN BY: RJD/MMJ NAME• HE� Dn1 � DESIGNED BY: JFP 3. ALL PIPING TO MEET AWWA CLASS 51 6. FIRE HYDRANT ASSEMBLY INCLUDES HYDRANT. 0 50' 100' 150' AUXILIARY VALVE k BOX, DRAIN GRAVEL ANDI I I I QUALITY CHECK: THE CONTRACTOR SHALL INSTALL MEGA LUG CONCRETE THRUST BLOCK (SEE CITY OF N- 4. HOMAS,DEAN&HOSKINS,INC. $ C A L EDATE: 12/23/02 RESTRAINTS OR CONCRETE THRUST BLOCKS BOZEMAN CONST. STD. NO. 02718-4). TD& ENGINEERING CONSULTANTSAT ALL WATER LINE FITTINGS, VALVES do FIRE µv�us-eozEw -MUSPEU uor+rJOB NO. BOt-036 HYDRANTS, AS DESCRIBED IN THE7. ADJUST ALL EXISTING WATER VALVES W r i� FIELDBOOK SPECIFICATIONS. AND BOXES TO FINISH GRADE TYPE 2 EXCAVATION TYPE A BACKFILL 4650 4680 `FINISH GRADE w / (CENTERLINE) fV EXISTING GROUND 71 (CENTERLINE) u Q FINISH GRADE I a 4670 (CENTERLINE) ,$ Q Z Q L EXISTING GROUND (CENTERLINE) Z LL Ei Q 06 STA. 0+49 TO STA. INSTALL 2 ll1 44 B.F. 8" CLASS 51 DUCTILE IRON PIPE aeE;; m Z Q 4660 Q Yw O Z W O Q n 3+28 12 m = w STA.3 6 20 TO STA. 13+50 INSTALL d 0 F 5 5 1022 o 2 L.F. 12" CLASS 51 DUCTILE IRON PIPE U } � J F. U W 4650 z 0 50 46hU 0 ~ c Q u Z o W a w U a > > E%ISTING GROUND > > o; n m o AT CENTERLINE o c; + + v N N N N + + + + O 00 N h M M V) n n m Q F d F W N N N N d Q F VI In J m O N Ml N a0 m M t0 N n 0 d 6 � O� w - 00 n ,O �O m � � � h Ih �O N O O V „l N O O � � a < a < a < a a a a a a a CAD NO. R BD 1036-15.DWG 0+50 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 1 SHEET rj OF 36 ``i� I JAMES F 7* > F I I 1 PIERCE NO. 5346PE W, j G + F O 7�J V ¢ L}ll lwil PGA;q . I� O O Q ` LU W m Q Wi < 1 w N op O Y azo INSTALL 4 WATER SER CES LEFT x W z :o O n o_ CID W w zox x N I `" � � D_ oo eo m ` m o m U) I } J I Q � � Z I + V a00 ^awe ]_INSTALL 5 WATER SER CES RIGHT �aw� oo Jrn 3 J � o t-oo zz- a a a a¢ n I m o M m N o o Q+ SEE SHEET 14 FOR m +• w w w +' + + + + t + H FOXTAIL WATER ,d •,t 3 o a1Ox cJ 3 c? cJ co = m Z m rn m JONN n X o 0 0 + + + Z h �+ � 4 O �wz O o0 0 o a y w d�� d d d d Zvo� d UL tO o: 63x 1D +83 0° n +03 +59 I U + z wj r4 t� L — I _. Ow O ■'D O O 6 } 21 I 1 I I } wOWNY LANE j W N V J I $ w / Lz < z Zr�a W +56 +47 +31 +15 +09 i STA. 5+63 TO 6+08 DEFLECT ,[u a Q Ri Z w FEN WAY w zo w WATER MAIN AROUND CURVE O a w W Y Q O 5 > j cwi O MCI MANUFACTURERS(DEFLECTION NOT TO EXCEED J m m 5 \ MANUFACTURERS RECOMMENDATIONS) Q z w Z a } n n J- n N I o+Z +m�� QJ rn p �I Z ;9 C SEE SHEET 11 FOR a w a w x I j w �y Z m J ACATRON WATER d m d w m W O 4 3 ? 1 N� � rJ i �U)U)� Q ,,CC�� q Q SEE SHEET 13 FOR w w w 0 V/ a0 BLACKBIRD WATER O O O hhM��I.111 io NOTES: INSTALL 1 WATER SERVICE RIGHT m / _ ro O L �0� 1. MAINTAIN A MINIMUM OF 18" VERTICAL �^ SEPARATION BETWEEN OUTSIDE OF SEWER/ O o M m STORM DRAIN AND WATER LINE CROSSINGS. 0 50' 100, 150, NOTES: ^ Z 2. THE CONTRACTOR SHALL INSTALL MEGA LUG I I 1 1 1. MAINTAIN A MINIMUM OF 18` VERTICAL w w w RESTRAINTS OR CONCRETE S C A L E SEPARATION BETWEEN OUTSIDE OF SEWER/ Q Q Q AT ALL WATER LINE FITTINGS. VALVES & FIRE HYDRANTS, AS DESCRIBED IN THE STORM DRAIN AND WATER LINE CROSSINGS. O p O 0 50' 100, 150' SPECIFICATIONS. 2. THE CONTRACTOR SHALL INSTALL MEGA LUG I I I I I 1 1 RESTRAINTS OR CONCRETE THRUST BLOCKS m m p 3. ALL WATER SERVICES ARE NOTED IN SIZE AND S C A L E PLACED IN CENTER OF LOT UNLESS OTHERWISE w w m AT ALL WATER LINE FITTINGS, VALVES & FIRE � NOTED (SEE CITY OF BOZEMAN CONST. STD. NO. HYDRANTS, AS DESCRIBED IN THE 02719-1). SERVICES SHALL BE NO CLOSER THAN SPECIFICATIONS. 18" FROM OTHER SERVICES ALONG THE MAIN. 3. ALL WATER SERVICES ARE NOTED IN SIZE AND m m m PLACED IN CENTER OF LOT UNLESS OTHERWISE 4. FIRE HYDRANT ASSEMBLY INCLUDES HYDRANT, NOTED (SEE CITY OF BOZEMAN CONST. STD. NO. AUXILIARY VALVE & BOX, DRAIN GRAVEL AND 02719-1). SERVICES SHALL BE NO CLOSER THAN DRAWN BY: RJDIYYJ CONCRETE THRUST BLOCK (SEE CITY OF RECORD DRAWINGS 18" FROM OTHER SERVICES ALONG THE MAIN. DESIGNED BY: JFP BOZEMAN CONST. STD. NO. 02718-4). APPROVED QUALITY CHECK: C 4. FIRE HYDRANT ASSEMBLY INCLUDES HYDRANT, DATE: 12R3102 5. ADJUST ALL EXISTING WATER VALVES Lw^•� i T :ucH 9�t AUXILIARY VALVE & BOX, DRAIN GRAVEL AND JOB NO. eo14136 AND BOXES TO FINISH GRADE. khLOMEi1 DA CONCRETE THRUST BLOCK (SEE CITY OF FIELDBOOK BOZEMAN CONST. STD. N0. 02718-4). L.ti. 468C TD p_7� THO ENGIAS,DEAN&HOSKINS�INC. 5. ADJUST ALL EXISTING WATER VALVES lil aSj`�,�/) ENGINEERING CONSULTANTS _ GREAT FAu-90ZEwn-wwsreiL wAoN AND BOXES TO FINISH GRADE. spolwIE F iEwrsron NMW v, _ TYPE 2 EXCAVATION = TYPE A BACKFILL 04 7 W 4670 I11 STA, 13+50 TO STA. 19+07 INSTALL = W +,I 5L7 L.F. 12" CLASS 51 DUCTILE IRON PIPE a Z STA. 19+07 TO STA. 21 04 INSTALL TYPE 2 EXCAVATION Q t +W L.F. 8" CLASS 51 DUCTILE RO PIPE TYPE A BACKFILL Z J FINISH GRADE O Z Z (CENTERLINE) 0 466C (n F- / Z 3.1 0 4660 EXISTING GROUND O O (CENTERLINE) z m U w m Q z 0, FI> GRADE o � Z Q Z (C ERLINE) (n < � Q a � w Y W n tO o z w STA. 4+09 TO STA. 6+96 INSTALL > w �JJ N + °+' a 4650 F 287 L.F. 8" CLASS 51 DUCTILE IRON PIPE ~ 4650 LIJ O Q o m d XISTING G(i UND o n (CENTE E) N 4650 5 + + + +� L)EXISTING GROUND t° `Dz Z r AT CENTERLINE do J w W w N Vl VI ' LL w 50 EXISTING GROUND - ----- 0 0 0 n w rn m rn o 0 d o 0 0 m AT CENTERLINE < n a a a a a a a a a + U Y 5 m m d d � 3+00 4+00 5+00 6+00 7+00 4640 rn 50 0 N 4640 0 of N N •n 0 a a a a < a a a a e a a < < a a 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 CAD NO. R B01036-16.DWG SHEET 1 6 OF 36 r JAM ES F. ` PIERCE ij 'Ai NO 5348PEj�c m ul, it + I W w I O SANDAN PARK i—, ma- .0 m �Z mZ p Co U 0 ^zz d�J" om�i m oG� /m� oz� I +U �• + +Q +N+ N +U 3 �x nw r1�i a> 3 00> ao\aD \ e0Z Q 3 ti0 aJW a~QQ aWa z I cov, F VIU N�l-i VIU 00 0 -f z 0 n SAVANNAH STREET I _ W 4 = � Fa I , a Q 11 w w N �.I �_ -- H-- --F -- —+---� -�-- —H---i- —F- - �wy 0 of I ED I I I I I I m m �y V I I I j I +42 +29 +04 +79 +54 +35 a Izy I w w tW.1 w v W r T ii III I N 5 > > w I - F+q U U -1 O W W N N W V) -T'- NV A w Z w 7p N V I Z SEE SHEET 15 FOR I }N N � s Z �I ~a { Q FEN WAY WATER - >> + O z o II J ED I+ I > SEE SHEET 12 FOR 1 I I Z BLACKBIRD WATER I w y W� W LU s 0 0 0 0 LLwz x Q LL I NI N1 4�0;I INSTALL 6 WATER SERVICES RIGHT y M� L �NJ NOTES: 1. MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN OUTSIDE OF SEWER/ STORM DRAIN AND WATER LINE CROSSINGS 2. THE CONTRACTOR SHALL INSTALL MEGA LUG O RESTRAINTS OR CONCRETE THRUST BLOCKS w A AT ALL WATER LINE FITTINGS, VALVES Ec FIRE 11 HYDRANTS, AS DESCRIBED IN THE SPECIFICATIONS. m 10 RECORD DRAWINGS 3. ALL WATER SERVICES ARE NOTED IN SIZE AND DRAWN BY: RJDIMMJ APPROVED PLACED IN CENTER OF LOT UNLESS OTHERWISE EII 9�11 O NOTED (SEE CITY OF BOZEMAN CONST. STD. NO. DESIGNED BY: JFF NAM' - i DATE 02719-1). SERVICES SHALL BE NO CLOSER THAN DUALITY CHECK: 18" FROM OTHER SERVICES ALONG THE MAIN DATE: 12/23/02 N�� THOMAS,DEAN&HOSKINS,INC. 4. FIRE HYDRANT ASSEMBLY INCLUDES HYDRANT, JOB NO. BOt Jt30 .l•U ENGINEERING CONSULTANTS AUXILIARY VALVE & BOX, DRAIN GRAVEL AND FIELDa00K GREAT FML MM7-S-9OZEIV rPEU AIONTMY, sPowwE GM CONCRETE THRUST BLOCK (SEE CITY OF �'N1voG BOZEMAN CONST. STD. NO. 02718-4) 5, ADJUST ALL EXISTING WATER VALVES 0 SOS 100 150' AND BOXES TO FINISH GRADE I I I I S C A L E N W N 2 a TYPE 2 EXCAVATION - E TYPE A BACKFILL Z F- O Q W 4670 Z w 4670 cf) < FINISH GRADE Q O LLl (n (CENTERLINE) co Na z EXISTING GROUND 2 Z w (CENTERLINE) Y LLI N Lu Q 4660 w 0 4660 p w7m w Z o z w J Z 5 w a U > > 0 EXISTING GROUND - .T STA. 3+51 TO STA. 8+99 INSTALL + + + +c~ Q AT CENTERLINE g m n + r+i y � 5 549 L.F. 8" CLASS 51 DUCTILE IRON PIPE o Z pU 50 h N t0 10 O O 10 N n N aO It) UO n 00 OI ao n n n U) a M ri ri n 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. R BD1036-17.DWG SHEET 17 OF 36 N ? PIERCE 1 0 50' 100' 150' 534s�PE�� I I I I I SCALE �7ONAL / 0 50' 100' 150' a_o --------- - -- -- - --------- ---- --- - IIIIII I z U 6K- / S C A L E Il sm STA 9+87-9+95 I VIt- z Z -� ADDED TRENCH I I ° INVERT OUT = 4648.99 / --- w 111 STA. 5+03. 8.5' LT I + INSULATION �� POND"E" ��'�'� E 6448.25 A !/ 7 �- z CURB INLET STA. 32' LT C 4664.02 CURB INLE INSTALL F.E.T.S. J z I INVERT OUT = 4648.99 / ° Q rn w z TOP BACK CURB =46b4-9? TOP BACK CURB = 4654. INVERT OF F.E.T. _ INVERT OUT = 4661�d4651.01 / INVERT OU =4657.z9.465 71 I I I N 4-f'�'✓1-.iP 31 / N 11532.15 m / Z- INSTALL . E 12" RCP, INSTALL 4 L.F. 12" RCP, I E 5s+3�43 E 6054.64 �NDAN PARK t.; c w mm C CLASS III, PIPE O 4)iIF 0.59X CLASS III, IPE O+51.45X I ( / I V BACK OF C RB COOR. N 11504.21 BACK OF URB COOR. I i INSTALL 26 5/8"x43 3/4"x91' / m VI Z.J` _ STA. 0+74, 16' LT m_ E 5321.56 ; I RCPA, CLASS III, PIPE O 0.80R / INSTALL F.E.T.S. 4658.48 ~Q z a (182 L.F. PIPE TOTAL I INVERT OF F.E.T.S. _ ray INSTALL F.E.T.S. AT BOTH EN S CURB INLET 4683. 0 + / N i9696:-1fi V) (•.T� w jN' A. 5+16 HOLE (4.0) o o STA. 6+97. MANHOL (4'0) STA. 9+73, HOLE (4'0) �.' \ OF PIPE TOP BACK CURB = I E N 11474.92 N 11473.8 / INVERT OUT- 466044 J3 I POND"D' ZW A z i 11475.�4 0 0 _ __ __ - _______- ____ _ INSTALL 26 L.F. 12" RCP, I 3334.33- ---- b --- E 55t53�-- --- E�7934 ------- - -- - BACK OF CURB COOK STA 1+00 Oz '��+w ro NL SS III, PIPE O 41F 1.65X I; , (CURB INLEIE MANHOLE v1 z TOP BACK CURB = 4663.97 > t E 5713.68 "�y m m 0) INVERT IN =4669:894659.75 q K V U U W J 8+00 944)D 0+00 11400 12 � I INVERT OUT= 4659-68.4859.72 24• 1 1 I 1 ----- -- -- I� I N 10645.12 O O w I0 zo SD SD SD SD W ~��^ CATRON STREET TA 2+73 3_z_RT-- 04" ° N'9 N m -� r---------- �iA 6+3r, 7e' -- ----- STA. 6+72, 70' RT bURB INLET ---- SA�/AN[•.JAf{ n m (CURB INLET CURB INLET - STA.44+22, MANHOLE 5-0) TOP BACK CURB = 465 TOP BACK OF CURB = 465 . N 11473.50 I (TOP BACK CURB = 4655.7 t'' INVERT OUT = 4651-2923 E 5873.52 �- J W W w (INVERT OUT =i65F964851 INVERT IN = 4650.77I NSTALL 19 L.F. 12" RCP, INVERT OUT = 4650.77 INVERT IN = 4649.72 I Q Q Q (INSTALL 29 L.F. 12" RCP, LASS III, PIPE O+IF2.05X STA. 2+80. MANHOLE 4 0 ❑ p p INSTALL 59 L.F. 15" RC�, N 11442.38 STA. 0+72, 10' RT ICLASS III, PIPE O 4-*O.9OX I PACK OF CURB COOR. I N 10644.73 CLASS Ill, PIPE O+%1. W /�� E 6061.02 DOUBLE CURB INLET4664.11 I E 5916.48 IBACK OF CURB COOR. I CUR 1INLET 32' RT TOP BACK CURB =4664-9i BACK OF CURB COOR. J `I ' , INVERT IN = 4649.72 w 3 I IN 11414.64 J � I CURB INLET I m m N 114/4.52 I INVERT IN = 4669r2&4660.fS0 I� IE 5486.10 Q TOP BACK OF CURB = 465 4 - I w w E 5516.35 ) I � �M 11441.92 I INVERT OUT = 4666384880.1 I UU III W INVERT OUT - 466+444651: 5 II I E�6054.64 INSTALL 26 L.F. 18" RCP, ZJ I W TA. 5+03, 18.5' RT L j I �_ WSTALL 29 L.F. 12 RCP � l I CLASS III, PIPE O 4291F 1.51FX 2 I I 0_ I CLASS III, PIPE O+1F3.55X` m m m -3 ICURB INLET W BACK OF CURB COOR. I --- J 4651.0 I I BACK OF CURB COOK. I - � } ITOP BACK CURB = U) I � / N 706.401 INVERT OUT = 4661-964851. 1 � I � I E 5706.40 'I I DRAWN BY: RJDIMMJ DESIGNED BY: JFP Q INSTALL 13 L.F. 12'" RCP, DESIGNED CHECK ' �LCKSOF CURB Ill PIPEOCOORO'�X J I Y Y G� QUALITY I Q DATE 12/23102 LL E 5326560 I X g `�- �-' RECORD DRAWINGS JOB NO. B01-036 I oo I ? m m l / / APPROVED - FIELDBooK a wNY nn 4670 ----5 TI E r DAT e 3 3 +3 v 3:z o N THOMAS,DEAN&HOSKINS,INC. z N b w po 3� n 1 D�� ENGINEERING CONSULTANTS tt b N wonM ° Of o o a d GRFAT FALLS-902EW-KALLSPELL O WASMHG(NiA10�� IDH m T fill o"� ZD = ZgO N4 N '_Aa n O=+�ZZO �bOKKK arn�tiF-FH 80 azz� .0 a allo w W saaw a�zi'z o��zizi ��aKKK o �--- ��---- www a oaz _I^ -- o;">>> o 4660 FINISH GRADE Zo+�-O v n¢ (CENTERLINE) I a 3,-awK F w a ' ' +$ � Z a of "izo z O z Q m " Zo m °- Y Z+ KK aKK K _ ZZwQ> N - � >_ z Q Q --- a �zz �Nz --------------------------- J CN - D- 1 - RCP, CLASS 01 ------- EXISTING LIN I ND _ FINISH GRADE ------------- --- LEN 274 DIA 24in. RCP, CLASS III LEN 80 --- (CENTERLINE) t465 m � � m_ 4650 4650 SLOPE 0.407. --�. -------- _ c SLOPE 0.407. - SLOPE 9. B%- --- - ------------ --- - C06 DIA 2RCP, SLOPE 0.40%-- EXISTING GROUND N Q DIA 24in.RCP O W a} 0.45R CLASS III �' ���CLASS III m466 SLOPE 9.49IF0,49X LOPE 4660 (J,J N o LEN 180 L.F. W m LEN+& L.F.So DIA 24in. RCP, CLASS III 3 � DIA 24in. RCP V CLASS III Z m EXISTING GROUND 4640 4640 4640 - AT CENTERLINE O EXISTING GROUND Q 5 5 AT CENTERLINE 50 4650 50 asso U U w b vi n rn a, w a m cG ca b u? ao a rn m o o n o N a a a a a a a a •i a o a a a a ♦ y � v a � a < a 5+00 6+00 7+00 8+00 9+00 10+00 11400 /2+00 1+00 2+00 1+00 2+00 3400 CATRON STORMDRAIN BLACKBIRD STORMDRAIN CAD NO. R B01036-18.DWG SHEET 18 OF 16 REGRADE 30' OF IRRIGATION DITCH FROM FETS NOTE: TO THE SOUTH TO MATCH EXISTING DITCH INVERT. CONTRACTOR TO FIELD VERIFY UTILITY STA. 5+42, `~� ON T A IV PLACE GROUTED RIPRAP IN REGRADED SECTION. LOCATIONS, PRIOR TO ANY STORM DRAIN IRRIGATION STRUCTURE r__� INSTALL F.E.T.S. `* ,JAMES �# SEE DETAIL® PIPE INSTALLATION SEE DETAIL 1 60' BEND PIERCE I 1+20 a INVERT Of F.E.T.S. 4658.00 r> �'1 NO 5346PE i' 401,54-_ STA. +_t4_5, 45• BEND 19 �7 0 50' 100' 15C' P E ! _ ����ggpp (_ ) ___ ----- - 61y.3 FT 0_ INVERT-OF-F.E.T.S. =i66 6 -,�, 2+00 - 3+00 4+00 5+00 3- RCP S C A L E ,!!6XA 48" RCP - -- - - QZO _-_-- - - '�� Ti °+°'" RECORD DRAWINGS v � UTILITY CULVERT '0 APPROVED w z 0a 18� d88 IR8 18F 10 1iRR IRRa _x_,_._,- yn� S8-x36- RCPA J rI EY /D'lA>- Z IL V1 3 DAVIS LANE t INSTALL F.E. IL T.S. N-c z REMOVE EXISTING I A. INVERT OF F.E.T.S. _ 4666.99 4654.96 RF7.1( F EXISTING 30" CSF' CULVERT- , 36" CSP CULVERT AND 6 DIA. MANHOLE THOMAS,DEAN&HOSKINS,INC. z o_ SALVAGE FOR OWNER I = CONCRETE STRUCTURE IN 11698.42 TD& uJ EN(:INEERIN(:CONSULTANTS x :E 4924.25 OWEAT FN-LS-WZEwW-I ISPELL MONG SPOKAW WASUNGI N W ; WZ� z 0 -fWI 2 Or mw Z 1 I OC� I /% 1%oQ Q 0. c, I 161 // // w a W W a I / ac ow W �/�I••I I / / STEEL WELDED GRATING w �0 0 VQII Z m FUTURE BACK OF CURB / / 6' ]U SPAC/NGAND ICROSS BARS of U U W AT 2' SPACING (A36 STEEL). o � 0 awz ------ -------------------_ i I APPROXIMATE WEIGHT OF 18" I1c�yy WIDE PANEL = 150Ib. W M M M W �3 -- - \ OOO F ONWJ M iF1 N \\ O N o R z m V \\ O W W W ti in �cD O Ntl A \\\ O Q Q Q v I+D♦O♦ 48" RCP oI I \ 0 0 0 } }+ W 3z QMf io ���hhh •F a ail m N N M q8^ W a,a, %�670 � !yk�'0 4670 RC N yaiiiii zN ------ - - p Y Y Y rr QQ tt \ m m m 0a 00' j u / EXISTING GROUND - - -- DRAWN BY: RJDIMMJ ¢< � < a�� ~� 2• 3' _ 3' 1.5' \\ DESIGNED BY: JFP �NZZZ �a�» �z SLOT � \ QUALITY CHECK: / -------- ----_- 297 o: zz SEE DETAIL 2 DATE: 11123102 RADE 9 JOB NO. 801-036 SLOPE 0.5C _ 1 FIELDBOOK -- DIA 48in. RCP �� O - 1 4660 �. -------------- IRR. CL3 1.51; - ---- 142, LEN L. . GRADE TO MATCH EXISTING DITCH c-- - SLOPE 9'-O" INVERT 30.0 FT. SOUTH OF FETS. iEN �', __ DIA 48in. RC SLOP .2796 10'-4" WATER JBR�C�3 I1�68x3S� EXISTING GROUND] IRRIGATION STRUCTURE DETAIL �� 5 AT CENTERLINE N BLOCKOUT DETAIL 2 0 2' 4' 6' 19 w 50 4650 NO SCALE 19 Lam. I.. I N S C A L E a ri so n n b 1 0 0 m t0 �O 10 1D 10 0 N � N a w < a a a a a a < a a a a a 4663.23 4663.23 J GRATE ELEV=4665-BB STEEL GRATE ELEV=i 6 n (n 0+50 1+00 2+00 3+00 4+D0 '5400 6+00 Z Q O J / - O Z / (n a a ~ FINISHED GRADE Oj FINISHED GRADE- Z _ W ♦� 0+72 1+02 N Na H O 12. O.C. co Q W STA $++� TO STA ++8G EACH S O 12*WAY O.C. EAC WAY i L E D ETAIL SLOT Z d. 19 (n Q F- MATCH I � '�' '1' i EXISTING I I 8" CONC. Y W Z V 1 I WALL (TYP) WIDTH - _ W N __ MATCH ----- _ 30' RCP J1666.58 1 EXISTING 6- INV=4658.34 i i W Q DEPTH �n k4 ® I I m Q N 12 O.C. V (� BLOCKOUT /� 48" RCP PLACE PORTLAND i 1% SLOT I I IRR CL3 ` #'4 O 12" O.C. J 48" RCP I EACH WAY CEMENT CONCRETE IRR CL3 M4 O 3"-6" DIAMETER AGGREGATE 3000' PSI MIN. 12" O.C. COMPRESSION y 10 STRENGTH OVER AND 4856.39, AROUND AGGREGATE INVERT i657-39 a {�4 O �� 1 ------ I 12" O.C. i \\` i� I V N 1'-0" - GROUTED RIPRAP DETAIL 3 SECTION A 2._p. #z"o.c.N "2"o.C. NOT TO SCALE WALLS (TYP.) ,L. SECTION B Q4 O 12" O.C. �0. 1 9 IO 2. 4. 19 6. A4 O 12- G.G. 19 EACH WAY L I I I I I EACH WAY 0 2' 4' •7 61' S C A L E I I I I I J CAD NO R 601006-19.DWG S C A L E ISHEET 19 OF 36 `* M SA. _ PIERCE 'NO. 5346PE :c - SEE DETAIL ON ATTACHED SHEET ' SPILL 50' R/w COMBINATION STREET/ SPILL CURB 50' R/W aoo #�DIAN CURB N STOP SIGN 1O iv=;=- 11{� U 4zo zz- - — — 2+00— — — — }TA — — —;+p0 —*f 5+00 8+00 -----------H}DO— — — — Tp}� — — — � _ 13+00-----. Iz�l 0° ------ ------------------- - ------------------------ ---------------------- -------- 3 50' a - -- - Z z - -LAYDOW1T CURB, ATC - DAVIS LANE Q STA. 1+00, BEGIN c.; EXISTING DRIVEWAY LOCATION DAVIS LANE R25 aZs• I O DAVIS LANE STA 9+23.63-STA 9+65.50 W N 10604.67 w STA 10+57-STA 10+87 �y LU E 4955.19 LU I N 10687.67 0 W O D_ I E 4953.34 x E 4955.41 N I W m "U V Ld � I SEE SHEET 33 FOR ~ W 1- 1 �j J MATCH EXISTING INTERSECTION GRADES � Z a Fy Z W AND BACK OF CURB = ! I QQ� Ln CURB do GUTTER F- = POINTS z z A W I 0 > s o + w 5 I SAVANNAH STREET GRADING LU m �U UU W� Z D O D O "Z NOTES: �w 1. CONSTRUCT PEDESTRIAN RAMPS AT ALL Mo c �o; 0 50' 100 150 CORNERS WITH 4" M4000 CONCRETE. col I I I (SEE DETAILS ON SHEET 31) o N m S C A L E 2. CONTRACTOR TO CONSTRUCT SIDEWALKS rn ALONG OPEN AREAS AND PARKS ONLY (SIDEWALKS SHADED ON THE PLANS). H H F RECORD DRAWINGS REMAINDER SIDEWALKS SHALL BE CONSTRUCTEDD BY THE OWNERS OF EACH LOT AT A LATER DATE. APPROVELi 0 IIAW TRLE DATE TD&io THOMAS,DEAN&HOSKINS,INC. m mm Rl ENGINEERINGCONSULTANTS DRAWN BY: RJDIMMJ GGR� -90ZEI -KWSPEU. M Mla Ox15roN DESIGNED BY: J FP QUALITY CHECK' DATE: 12/23102 JOB NO. B01-036 FIELDBOOK 00 PVI STA = 10+50 o + d n PVI ELEV = 4666.45 d A.D. = 0.74 aee(7 u d K = 135.89 II>�I i 100.00' VC C3 N J W W N FINISH GRADE � -r n (CENTERLINE) 0 W N o a ++ 16 EXISTING GROUND -1• 3f U U N d (CENTERLINE) � w a z 4670 z Q FINISH GRADE M I O a (CENTER.50% Ill st;r,. n Z Z \\\ z Q 5 EXISTING GROUND I coQ N STA. 1+00 TO 13+50, (CENTERLINE) w 4660 z SEE TYPICAL SECTION FOR (n N (, 50 EAST HALF OF DAVIS LANE w ON SHEET 35 Y Q w w m Lu IL�yL L�uy/ w I U z J_ o Qz w 4650 EXISTING GROUND v V' AT CENTERLINE a z zi FINISH GRADE V AT CENTERLINE w O m <� n o0 mm 0 N� Oy a0 a0rn � O aM a d1 ,Op 'o`Y♦1l"`0 'D ao ttm 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 CAD NO. R B0136-20.DWG SHEET 20 OF 36 JAMES F. PIERCE 5346PE-K O,tigL STA. 18+90, END a z U CURB AND GUTTER LT; o TAPER END SECTION CFNTERLINE CURVE DATA 0=o 0 AND INSTALL DELINEATOR Q = 13'44'38" SHADED AREA INDICATES R = 150.00 MATCH TO EXISTING INSTALL COMBINATION HORIZONTAL 3 NEW ASPHALT IN TRANSITION T = 18.08 GRAVEL ROAD INSTALL 1-SIDED ALIGNMENT/ADVISORY SPEED SIGN L = 35.98 CHEVRON SIGN (SEE TRANSITION NOTES) x -- N ll48Z3 _-- --- ----- - ---- (T•) d 50' R/W E 4918.57 E E e E [� N _ O �y z ---+---4--�_�_��_ -+-- -_F -� ----F--�= � EXISTING GRAVEL o DAVIS NE NO FILL ALLOWED IN DITCH 7_a N 11530.67 NORTH OF PROPERTY LINE N N h E 4957.69 a ' INSTALL COMBINATION HORIZONTAL Q`ti W P°'S. INSTALL 2-SIDED STA. 19+28, END ASPHALT AND i ALIGNMENT/ADVISORY SPEED SIGN W CHEVRON SIGN PLACE HEADER Z Z a N I (SEE TRANSITION NOTES) EASEMENT LINE (q (COMBINATION STREET/ E 49544'S7 Z iSTOP SIGN ('FNTERLINE CURVE DAIfA STORM DRAIN MANHOLE AND FET w� o W cD O Q = 13'28'20" END NEW CURB AND 7I Do ID_' w R = 150.00 GUTTER 12' FROM co F 00 T = 17.72 PROPERTY LINE 0 0 0 a v OD Q C3 L = 35.27 �' LL jo I Vl IU ILI SEE SHEET 22 FOR INSTALL 3-10' LENGTHS OF E.y ¢0w CATR STREET GRADING CONCRETE MEDIAN BARRIER RAIL; cwl� SEE SHEET 34 FOR ORIENT AS SHOWN nl INTFRSFCTION GRADES Z TRANSITION NOTES: 0 O NOTES: 1. CONSTRUCT PEDESTRIAN RAMPS AT ALL 1. STRIPE CENTERLINE AND OUTSIDE LANE CORNERS WITH 4" M4000 CONCRETE. LINES THROUGH THE TRANSITION, STATION (SEE DETAILS ON SHEET 31) 0 50' 100' 150' 11+50 TO THE END OF THE ASPHALT. RECORD DRAWINGS A ALONG OPEN A 2. CONTRACTOR CONSTRUCT SIDEWALKS I I I I I AREAS AND PARKS ONLY S C A L E 2. INSTALL 3 GUARD POSTS BETWEEN THE (SIDEWALKS SHADED ON THE PLANS). ASC SHOF OWN. AND IRRIGATION STRUCTURE m m m APPROVcEED,j REMAINDER OF SIDEWALKS SHALL BE DRAWN BY: EWB G S.�.t dL*r 7 -YA3 CONSTRUCTED BY THE OWNERS OF EACH NA IIT DATE LOT AT A LATER DATE. ADVISORYNSPEED SIGN HORIZONTAL ALIGNMENT/ DESIGNED BY: CONSIST OF A 36" x 36" W7-3L SIGN AND A 24" x DUALITY CHECK: TD& �THMAS,DEAN&HOSKINS�INC. 24" W73-1 SIGN RECOMMENDING A SPEED DATE e;6r03 ENGINEERING CONSULTANTS OF 25 MPH. (SIGN SIZES AND TYPES Joe No, e01-036 s eozriuN_xaACCORDING TO THE MANUAL ON UNIFORM FIELDBOOK TRAFFIC CONTROL DEVICES, U.S. DEPARTMENT OF TRANSPORTATION.) 4. INSTALL 4-18" x 24" CHEVRON SIGNS (WI-8) ON EACH SIDE OF TRANSITION; 1-SIDED SIGNS AT THE BEGINNING AND END OF EACH SIDE AND 2-SIDED SIGNS 4680 BETWEEN. 4680 N N Lu }may{ Z 4675 DSO 4675 Q O U, = E a Z F Q Z 46/0 4670 Z Q O a in n g Z 0 4665 < FINISH GRADE 4665 0 Z 0 N --- --- (CENTERLINE) to N U' O , 4660 4660 Y m W W W EXISTING GROUND W W Z (CENTERLINE) i I 4655 L) W 4655 J X J_ (q w 5 w x Q z F J � Q 4650 Q an.. - 50 w EXISTING GROUND Z AT CENTERLINE m V 0 al I FINISH GRADE a AT CENTERLINE N U oqlJa.N a0 oM oN mN In, cps iD� me 14+00 15+00 16+00 17+00 18+00 19+00 CADW36-21Ains ect.DWG SHEET 21 0F 36 o N T q `< _ JAMES F. PIERCE NO 5346PE ,y�. i 1 ` 6 <ziGf O =E 5758.1 0 o N 11530.67 ��/I E 4957.69 COMBINATION STREET/ I INSTALL CONCRETE R4B k OPEN ; STOP SIGN VALLEY GUTTER L"- h I La SEE SHEET 52 FOR YIE 'Pi 1 �h ROUNDABOUTGRADES, YIELD EET SIGN 1 I" I I O N 11519.88 15565 N 11519.67 INSTALL SECTIONS A D STREET ` I Z I a E 5155.65 I E 5207.65 INLET APRONS DETAILS SIGN 1 884.0 / w Ind Z C V) I1 2+00 3+00 4+00 6+00 7+00 8+00 9+00 11+00 12 -- z I -�---�- -t---�--t - ---+--- H--�---�- - ---r---f-- --- - i - - W a=--}---�L-� l­m m r1 I 1 QW /F�1f I Boa za I 1 �5 /S• y N 11451.38 I O w ��m R2 x I N 11452.67 I �� I E 5527.37 I SYIELDTREET O I S I I INSTALL ALLEY APPROACH I I •YIELD \ A W E 5207.38 w W 0 N 11452-88 �' COMBINATION STREET/ W SIGN STREET SIGN `� Z ~ x, N 11443.67 i I w STOP SIGN - 0 5 2 E 4957.45 oE 5155.38 COMBINATION ST EET I J `O 1 R Ia / J N 11451.58� J C� � 46• STA. 2+77 MATCH � w C/1w STOP SIGN J H - \� E 5475.37 ExISTI G PA MENT, CURB / zZ V �` w INSTALL ALLEY APPROACHJ a 1 >Q ' SEE SHEET 33 FOR Q SEE SHEET 33 FOR wI I uJ N 11418.49 �' �X X UAND IDEWAL w� ��INTERSECTION GRADES INSTALL CONCRETE �- I 1" INTERSECTION GRADES �I I > N 11419.00 E 5883.55 O 0 0 J G AND BACK OF CURB I VALLEY GUTTER iJ I Q I I I m w w w w 0 �w 0 1 POINTS AND BACK OF CURB E 5757.65 Y> STA. 11+63 - STA 1 +45 /'' 0 00 z o .,�, POINTS o I U CROWN F TTENED F R - �in Q } I I Z JI I p CLEARANCE OVER CATTAIL p Is o N3: 1 LIy LL QI I 07 CREEK CROSSING w maw I SEE SHEET 21 FOR SEE SHEET 31 FOR ~ -SEE SHEET 25 FOR SEE SHEET 30 FOR I SEE SHEET 24 FOR O `� o N NJ DAVIS LANE GRADING LL i SEE SHEET 26 FOR I FEN WAY ALLEY GRADING �i FOxTAIL STREET GRADING i ALLEYBLACKBGRD DRIVE RAD GRADING I BLACKBIRD DRIVE GRADING `— ` 1 FEN WAY GRADINGIJ_ N co0 NOTES: 1, CONSTRUCT PEDESTRIAN RAMPS AT ALL RECORD D RAW I N G S CORNERS WITH 4" M4000 CONCRETE. 3 3 0 (SEE DETAILS ON SHEET 31) w w� CONTR TO CTOR CT APPROVCE.r // 2 ALONG4OPEN AREAS NAND UPARKS EONLYS Nnn1� TRL 9�2 I A E3 REIMANDER OF SDIDDEWALKSHSHAL�L BE m m m Ell CONSTRUCTED BY THE OWNERS OF EACH DRAWN BY: RJD1MMJ - - - LOT AT A LATER DATE. DESIGNED BY. JFP � THOMAS,DEAN&HOSKINS,INC. QUALITY CHECK: TD& ENGINEERING CONSULTANTS 3. SEE CONSTRUCTION STANDARDS IN DATE12/23102 SPo�aLS-WZEw -WSPEu SPECIFICATION DOCUMENTS '. lFwisronpWASHMUN L POINT EL<= 3.1 JOB NO. B01-036 LOW T ST FIELDBOOK PVI VERTICAL CURVE HI DINT K113.02 0 50' 100' 150' PVI E ELIMINATED HIGH T.D. = PVI SVERTICAL CURVES C A L E 4610 K = PVI ED ELM6N11TED 4670 255.00' VC K = 140.00' VC o N LU a z z 11 II Q 4660 3 1 o 0 4660 0pX wF NISH GRAD Z (CENTERLINE FINISH GRADE —0.5DX Z - (CENTERLINE) 0.59% 0.50% O 0.50X 74Rr_ - W 0.907. ; Z w w a Z EXJJSTING GRO ND Z ~ r [EXISTING GROUND 0 (CENTERLINES Q 4650 u z (CENTERLINE) z i w z 4650 m �,QN/ Z Vl 00 a W 0_ w 0 w LL O S 1 1 F 0 w N (� O U U U K V Y co F O > 0 C ... ..� U 00 3 Lu � 5 W mY + (� y w m m N 4640 Y a SEE SHEET 34 50 SEE SHEET 33 _ w SEE SHEET 33 m SEE SHEET 32 ATIS-nN GROUND N 4640 FOR INTERSECTION FOR INTERSECTION FOR INTERSECTION FOR INTERSECTION GRADES GRADES GRADES GRADES FINISH GRADE Q AT CENTERLINE U OIL as NO WN� uD1� Mill N mNh O�N,l] ONill I�O ua ID Sh N n O100 000 OlN WN m a OION IDNnN NO O 0 r06 �N M p p aa a a a N 6v1 u IOCoNf ILl �Ll tp ID IO IO O b b ao IO ID IO IO IO t0 ID � ID t0 ID IO b Ip IO a I� a'O a'� a'O a tO a a tO a'O `o a tO iO a 1O a IO a a a'O 'O a Io m a'o a� a a e a m e m a I� a m a a a a a a a a a a e a a a a a e a a a a a 0+83 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 C_A_D NO. R B013622.DWG SHEET 22 OF 36 O�T~A\N SEE SHEET 25 FOR SEE SHEET 31 FOR I SEE SHEET 28 FOR I = '•� £ ly*'' Z CATKIN LANE GRADING CATKIN LANE ALLEY GRADING I SAVANNAH GRADING I Q F = DAMES F. PIERCE ZSTREET SIGN I Z W oI NO. 5346PEj�E .n 2- 50 100 1 SO Z I INSTALL ALLEY APPROACH I N S C A L E Y I 9 azo N 10619.11 I ,g N om 10671.10 / U Fed'l¢o u Jj SEE SHEET 34 FOR V E 5698.74 E 5700.70 INSTALL INLET / Z zz- ` INTERSECTION GRADES \ E 5734.96 I APRON Ly iQ AND BACK OF CURB 3 NOTES: POINTS 1. CONSTRUCT PEDESTRIAN RAMPS AT ALL `' 12 CORNERS WITH 4" M4000 CONCRETE. �� N 103 E 5751.9 26.70 \ 11+00 _ (SEE DETAILS ON SHEET 31) �!-� �I ANST)1LL: L 7 r APR _ EFa- 2. CONTRACTOR TO CONSTRUCT SIDEWALKS STREET SIGN 1 ALONG OPEN AREAS AND PARKS ONLY STOP SIGN B� CONSTRUCT U (SIDEWALKS SHADED ON THE PLANS). PEDESTRIAN w O cc REMAINDER OF SIDEWALKS SHALL BE h CONSTRUCTED BY THE OWNERS OF EACH /��• INSTALL CONCRETE (SEEP SHEET 35 m J Y VALLEY GUTTER m LOT AT A LATER DATE. � SEE SHEET 34 FOR + m 0� U 3. REMOVE TEMPORARY DEAD END INTERSECTI GRAD S °p O to CJ BARRICADES AT INTERSECTION OF " STA. 9+36 AND 9+89 AND BACK F CUR S � U< � z a CAT-TAIL POINTS AIL ANN BLACKBIRD. REUSE CONSTRUCT PEDESTRIAN y o dl z y BARRICADES AT LOCATIONS SHOWN RAMPS (SEE SHT. 35) ON PLANS STA. 7+11, MATCH EDGE OF EXISTING VALLEY GUTTER 4. SEE CONSTRUCTION STANDARDS IN SPECIFICATION DOCUMENTS STA. 6+91, MATCH EXISTING CURB AND GUTTER +A 12 CENTERLINE CURVE DATA Za A zza # O 42'38'17" m 0 STA00 1+00 TO 2+30. CONSTRUCT , io R = 304.41 + TENP. GRAVEL STREET SECTION 9 T = 304.41 O (CU B, GUTTER AND PAVEMENT CENTERLINE CURVE DATA L 580.45 �U)N U) W TO E PLACED AT LATER DATE) = 30`36'11" STA. 7+81, MATCH EXISTING CURB AND GUTTER P.I.. _ W w w O a 3 R = 420.00 �A/' STA. 7+61, MATCH EDGE OF EXISTING VALLEY GUTTER O O 0 YY��.yI O o STA. 1+00 BEGIN BLACKBIRD DRIVE STA. 2+30. 0= T = 114.91 ►ly M M � N ASPHALT HEADER, o O 0 3 N 9548.31 L = 224.33 --_--- E.y ON J E 5985.09 N CURB AND GUTTER 0 • P.I. _ \ - - E 6005+42 BEGINS 0 oM �� �, O N ' COMBINATION STREET/ 9 \ � PARK D °' STOP SIGN 9' 11 W W W 1 3+00 44-00 �F�' OPEN SPACE o 0 0 BLACKBIRD DRIVE UJ Rso. RECORD DRAWINGS mmm - - APPRO D TEMPORARY GRAVEL CUL-DE-SAC Z97.0' T�.SA. w 9�2,� DRAWN BY: RJDIMMJ NAME-- TITI-f /S DESIGNED BY: JFP QUALITY CHECK: STA. 1+10, INSTALL TD&� THOMAS,DEAN&HOLTAN S,INC. DATE: 12r23102 JOB NO. BOI 36 CITY OF DBOEMANBARRICADE STANDARD ENGINEERING CONSULTANTS DEAD END BARRICADE SRP�uTs-eozeww-wwsaru M�M FIELDBOOK (REUSE EXISTING BARRICADE) "STO MHO I aD n 4680 w n n FINISH GRADE + o '+ o -1.00X (CENTERLINE) r a ^ a n II N II II F I>WI II N J 5; N ao N EXISTING GROUND N ,� N a 5 a w w o M 5 > > a W (CENTERLINE) + ,� 2.08� + TEMP. GRAVEL STREET SECTION En e e w Gr1 (CURB, GUTTER AND PAVEMENT O EEn w O. 1�. N _ 4670 TO BE PLACED AT LATER DATE) m Zi -1699 a a N d Z 50.00' VC V) Q PVI STA = 4+50 FINISH GRADE z A.D..D. -1.09 a a PVI 4675.75 -1 06% (CENTERLINE) I N Q _ K = 45.71 Z Z EXISTING GROUND w w w (CENTERLINE) 4660 z w I D Q 0: m Lu o Q F U LLI N W Q m z z m a i I m m O L) W W 0 Y Y Q I VJ 4650 m oQ O O O o U U N I J W N w O N Q U 1_J W W Ow W W k7 LL 2 =0 U V U V I r m o EXISTING GROUND SEE SHEET 34 SEE SH ET 34 M AT CENTERLINE m aD g +O + + + + FOR INTERSECTION FOR INTERSECTION N w ^ ^ ^ GRADES GRADES z FINISH GRADE Nm AT CENTERLINE N N NiD Oil ai(l 00� �N NN bra Npn'Oi r.r1O a.N1O a rtO ^a.Nm ra r araq oNr OOtO Mna rD Nr era rr ratrp r url r�r Nr ra r T�oTp Of� .N��.0 1mVa0D ci mop m b,6 06 O Op Op O 00 No; m w ar r o° oOr0° O -O 0O a'� a tO a tO a'O a tO a aO a a e a a a s 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 CAD NO. RB01036-23.DWG SHEET 23 OF 36 t JAMES F. NOP1ERCE 5346PE SEE SHEET 29 FOR I I } SEE SHEET 22 FOR I Ho•^f. Vow` CATRON STREET GRADING w 8f fF, Q� DOWNY LANE GRADING Z w I w 0 50' 100' 150, Z I I I I I I I I o Q Zoe S C A L E Pc - 5+ z o BLACKBIRD DRIVE ALLEY I z 4zo o= ------- -- ------ p ~ s3 N 10919.58 �C_\ I U E 4 N 10970.03 �-- ! SEE SHEET 32 FORj F E 5763.64 Q - N 11419.00 ROUNDABOUT GRADES, TRE[I SIGN / 757.65 YIELD SECTIONS AND O SEE SHEET 33 FO 9 STREET DETAILS N VJ ��- "00 'P>' INTERSECTION GRADS '496. SIGN WrO STA- 23+18, END BLACKBIRD DRIVE o-J W Z Q� ASPHALT HEADER, AND BACK OF CUR 3 l w POINTS \\ N 11548.89 NND170UR803 AN GUTTER w m p� V YIELD 5758.17 _- o o STREET E 5821.74 Z a z w• _f- `- `O n I SIGNva_i /- W W y� + IN ALL CONCR fir, z A Z a _ VA LEY GUTTER -�-'�� - Ipp 21 ly W O Vl ~w W N 2 CONSTRU >� w W m PEDESTR BLACKBIRD DRIVE �cn N� J N 1141 YIELD u/ I' RAMPS E 5883.55 ` STREET SIGN O 0 O (SEE S ET 35) 1 ! STA. 23+10. INSTALL CITY OF O �Y' j/ g46 �! BOZEMAN STANDARD DEAD END BARRICADE Mo Mo F+1 o (REUSE EXISTING BARRICADE)YIEL ��� ao p = 14'0 '54" - R = 64' A STREET SIGN T = 161. N 11548.39 88407 • I LU W UJ 161. 6 � I E 5884.07 r, P.I. = OPEN SPACE E o 0 0 COMMON mo RECORD DRAWINGS NOTES: wa A 1. CONSTRUCT PEDESTRIAN RAMPS AT ALL > >> APPROVED WIT H TH 4' M4000 CONCRETE. co -J� IIFJ F Ll (SEE DETAILS ON SHEET 31) m m f NA! Tltt DA DRAWN BY: RJDIMMJ 2. CONTRACTOR TO CONSTRUCT SIDEWALKS JFP ALONG OPEN AREAS AND PARKS ONLY DESIGNED BY. TD& THOMAS,DEAN&HOSKINS,INC. (SIDEWALKS SHADED ON THE PLANS). QUALITY CHECK: ENGINEERING CONSULTANTS REMAINDER OF SIDEWALKS SHALL BE DATE: 12123102 cr T F&LS-e02Ew -MUSPEU MOMVIN CONSTRUCTED BY THE OWNERS OF EACH SCPOwIsioEr+ i0w10cN JOB No. BO7-036 LOT AT A LATER DATE. FIELDBOOK 3. SEE CONSTRUCTION STANDARDS IN SPECIFICATION DOCUMENTS 4680 4680 N N W Q as7o w 4670 2 a z zQ w OZ a > NF- > z z 0 O cl p +D SEE ROUNDABOUT TYPICAL 4660 m Q �_ 1.06. SECTION A, SHEET 32 N FINISH GRADE = Z rLr.L^ m Z (CENTERLINE) V Y w H V i G W N W Q w w W O W J EXISTING GROUND >_ o w- m w m > (CENTERLINE) z o Q V J fn i ro 4650 z m F- o I a w Q w " � U EXISTING GROUND SEE SHEET 32 + r SEE SHEET 33 1 AT CENTERLINE FOR INTERSECTION 5 FOR INTERSECTION N a GRADES FINISH GRADE GRADES d a AT CENTERLINE N a 4640 4640 50 N tp O� �� O•� r'1� aO MO N 00 d O�� d� a?pdp �0 N N O 0 oj W,6 � j w h '0N 10� N N d d Nl r•) Yl N N N �D t0 ,p •p 10 t0 N N N ,n N �� �N to�p � •O �D �O �O tD� �o� to� �� ,O� �O� •D� t0 t0 •O �� ��p '��p �Ip d y d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 CAD NO. R B01036-24 DwG SHEET 24 OF 36 N _ * GAMES F. PIERCE ! _ _A\�NO. 5346PE t� azo U z zzo o= z uI Q a 0 50' 100' 150' 0 I I I I I 0 50' 100' 150' a SCALE I I I I I I I I cx� xZ SCALE a O �m Y i V)iN V� Ir C oa zz� Q I SEE SHEET 33 FOR C,'C I I w CL 1 INTERSECTION GRADES "1 ] SEE SHEET 26 FOR U1 a �U CENTERLINE CURVE DATA fsi FEN WAY GRADING '� A = 19.19'28" 1 7 p Iwo W Z I AND BACK OF CURB y I I R = 150.00 w A W c) POINTS 9 ---- 1 } -�G T = 25.54 zt Z I N 11451.58 1 Q L = 50.59 00 Z 3 SEE SHEET 34 FOR (/IV Q I 8 N 11005.70 E 5475.37 I I Q) INTERSECTION GRADES P.I. = 5+66 z m .."� o o N� 1 Z UJI AND BACK OF CURB q UJ U U W 1 STREET SIGN o o SOo, 1 I 3 POINTS �S \ Y• N O to 0 tO I I N 10375.83 U� 0 0 1�y &Z CD 1 I N 10344.13 0 o E 5734.96 1.1 M MCI col~-^ E 5202.90 o ` STREET O O L'0- -_�_ F�_�_-_ _ �_-4�--1--_ 3+00 t_ - , - � SIGN O INSTALL INLET APRONS 1 LU �/ 16Y W STREET SIGN --F--�_---H_-_� --- ---�---_-�_--F�_/ - H H F W I N 11005.45 FOXTAIL STREET COMBINATION'STREET/ 1y ZQ I �s STOP SIGN ? I 1 �1h \� 0 0 J gJ. N 11451.3B - - - NC SEE SHEET 33 FOR E 5527.37 1 Z I S CATKIN LANE N 10326.70 ` m c INTERSECTION GRADES I O 1 �O• SEE SHEET 34 FOR E 5751.97 \ w a: Z ���```� INTERSECTION GRADES p' AND BACK OF CURB D_' } } SEE SHEET 29 FOR � I I N 10292.13 AND BACK OF CURB 1 DOWNY LANE GRADIN '� 3 POINTS I Q E 5202.69 POINTS 0 I �S SEE SHEET 22 FOR I (� I \ CATRON STREET GRADING I BLACKBIRD DRIVE GRADING m m m NOTES: � DRAWN BY: RJDlMMJ I \ DESIGNEDBY: JFP 1. CONSTRUCT PEDESTRIAN RAMPS AT ALL I DUALITY CHECK: CORNERS NTH 4" M4000 CONCRETE. NOTES: (SEE DETAILS ON SHEET 31) ATE 12123/02 1. CONSTRUCT PEDESTRIAN RAMPS AT ALL DOB NO, B01036 2. CONTRACTOR TO CONSTRUCT SIDEWALKS CORNERS WITH 4" M4000 CONCRETE. FIELDSOOK ALONG OPEN AREAS AND PARKS ONLY (SEE DETAILS ON SHEET 31) (SIDEWALKS SHADED THE PLANS). RECORD DRAWINGS REMAINDER OF SIDEWALKS SHALL BE 2. CONTRACTOR TO CONSTRUCT SIDEWALKS CONSTRUCTED BY THE OWNERS OF EACH ALONG OPEN AREAS AND PARKS ONLY APPROVED LOT AT A LATER DATE. (SIDEWALKS SHADED ON THE PLANS). REMAINDER OF SIDEWALKS SHALL BE t�is�2 ub..ti�� PiZpYEr�r��(¢{�'R 9�L�/o� 3. SEE CONSTRUCTION STANDARDS IN CONSTRUCTED BY THE OWNERS OF EACH NAME _ TITLE Da SPECIFICATION DOCUMENTS LOT AT A LATER DATE. TE 3. SEE CONSTRUCTION STANDARDS IN TD& THOMAS,DEAN&HOSKINS,INC. SPECIFICATION DOCUMENTS ENGINEERING CONSULTANTS SGREATTF-ROZEw-I MPELL WASHANA N NNT ON LEINSTON IDNIO ''Lj^j V! Ld Q Z 2 Q a z -' 4660 EXISTING GROUND ' Q Z 4660 (CENTERLINE) Z /// FINISH GRADE J Y Z -0.70$ 4670 (CENTERLINE) O Z d FINISH GRADE -0.,1% 4670 N_ F- 0 Q Z (CENTERLINE) w z EXISTING GROUND Z Z U w z (CENTERLINE) w U � z M W Q z z J O W U - F ,�,^^ Z //�^� W V/ C V LL U Y z C 4650 z 4650 3 Y W SEE SHEET 33 z FOR INTERSECTION a GRADES SEE SHEET 33 4660 w Y 4660 LI"I O W U) FOR I TERSECTION U m GRADES EXISTING GROUND g _J AT CENTERLINE SEE SHEET 34 5 SEE SHEET 34 m V ~ Q EXISTING GROUND FOR INTERSECTION 0 FINISH GRADE FOR INTERSECTION J X S AT CENTERLINE GRADES AT CENTERLINE GRADES FINISH GRADE 50 F- O ' ' m rn a Mn O1gAT CENTERLINE m oo ao n Q LL- 50 0 00 o °io moi an 6 o vl o^ n N o^ U m n a o e a a ♦ a a pa a N.6 ifl,6 NN N ,6 N f I o 0 10 oO 0 �U a a s d a d v a e a s a e a s a s a a 1+00 2+00 3+00 4+00 5+00 6+00 1+00 2+00 3+00 4+00 5+00 6+00 FOXTAIL STREET CATKIN LANE CAD NO. R 1301036-25.13WG SHEET 25 OF 36 JAMESAF. 9 _ ..PIERCE ,//) 5 to AD 8�53y�'."6�r�� I W I ��'.F7DA'AL ��•``�e m =I 7 I azo INSTALL ALLEY APPROACH zom STA. 0+61.5, BEGIN TYPHA CObR� y}30 (SEE CITY OF BOZEMAN I I �i zz� 4679.15 STA, 2 53, MATCH EDGE OF EXISTING VALLEY GUTTER 3 INSTALL CONCRETE CONST. STD. 02529-7) F�� O_ ¢ VALLEY GUTTER N 10621. I 3 2 N 13 .4 STA. 3+-P MATCH EXISTING ASPHALT, CURB AND GUTTER o E 5152. } 4 E 5131.50 E 5174.30 STOP SIGN oo F. Hjg, 4678.27 STA. 5f-33, MATCH EXISTING CURB AND GUTTER '415• I �`� N 10673.09 A Z Ly a CL -t--� - i - 34 1- ++00 5+00 8+00 7+00 8+00 9+00 a O -�--+ -& --H---I-- m---a---�-- - tI#°u --+---1 00--� Of ~ (Axz 4680.07 _ - I Q o rx m O4 U 9 8 0 /il 4678.27 ,y I S I } STREET SIGN g I - W" V 4679.15 Q-` p Q Z w Li E 5217.50 ' N 10292.13 W I E 15202.90 I 0344 1.1I Li N 10673.11 CL ►y y _� COMBINATION STREET/ Z I I Q N 10621.11 I E 5204.23 w Ri STOP SIGN ¢ E 5204.02 �_ J I SEE SHEET 34 FOR I Z =I SEE SHEET 34 FOR I ZQ �O `� _ ) Z_ I INTERSECTION GRADES I Q Q I INTERSECTION GRADES �w ~w C 5 ][ AND BACK OF CURB J Z AND BACK OF CURB o '�- F-- I POINTS I Z Z I W POINTS w tr tr Z m Z Q Y Q W IY U C1 U W fn SEE SHEET 25 FOR I I Q SEE SHEET 28 FOR QI 0 WO 0 O 4wz CATKIN LANE GRADING I V SAVANNAH GRADING U) (1) NOTES: O p E"'I C�7NW 1. CONSTRUCT PEDESTRIAN RAMPS AT ALL p N CORNERS WITH 4' M4000 CONCRETE. m (SEE DETAILS ON SHEET 31) Iu w Iu 2. CONTRACTOR TO CONSTRUCT SIDEWALKS 0 50� 100� 150 O O ALONG OPEN AREAS AND PARKS ONLY (SIDEWALKS SHADED ON THE PLANS). I I I I REMAINDER OF SIDEWALKS SHALL BE S C A L E m p CONSTRUCTED BY THE OWNERS OF EACH LOT AT A LATER DATE. w'm 3. REMOVE TEMPORARY DEAD END RECORD DRAWINGS A BARRICADES AT INTERSECTION OF APPROVED _ m m m CATTAIL AND BLACKBIRD. REUSE / ,� / BARRICADES AT LOCATIONS SHOWN ----'� MIME' Itf�l:r�'N Y iO •j ON PLANS MILE /DATE DRAWN BY: RJDMMJ 4. SEE CONSTRUCTION STANDARDS IN DESIGNED BY: JFP N SPECIFICATION DOCUMENTS �� �THOMAS, N&HOSKINS,INC. QUALITY CHECK: + z "' z G CONSULTANTS DATE: 12/29/02 + F LLJOB NO. 8014138 xLEWISTON WA IWTOR w II w Iwo FIELDBOOK a = x 5 f ) a a -1.4 1 FINISH GRADE N (CENTERLINE) n ^ N + -1.33R a N EXISTING GROUND II II w I w (CENTERLINE) 7 � w i FINISH GRADE F Q (CENTERLINE) a a a Z (1 i z Q J z /EXISTING GROUND < 0 Z a_ Z (CENTERLINE) - .96%t; Fn < 0 LU LL ¢W w w �_ Z Z W }V} od z I M� O Z J U I W Q N V Z W J IL 4 Z ,,^^ Z Z z V 0 >4a a > Y W H 0 0 N I W INLU U o ?N( CL y 5 0 V 0 _ o z J fn T U N 50 W W X r 2 W V x x x w ti U V N EXISTING GROUND U I AT CENTERLINE n SE SHEEP 34 SEE SHEET 34 o N FOR INTERSECTION FOR INTERSECTION FINISH GRADE N N AT CENTERLINE GRADES GRADES 00 d.N °?n 00 INN M0 �O °Dn EDP My M� i0� i!J n CO <n w w r N O a < M (V ^°n0 ^n ^n 0^`n° ^n ^nno o ma; mm ao6 6 n n co m w 0 ca as �a as as as �a as <a a� +a �a < a a a ey as e e a a ey ey as 0+50 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 CAON.. 11.006-215 SHEET 26 OF 36 J`JAMES ff PIERCE W� i NO 53uj INSTALL CONCRETE 0, U, z 0 i U VALLEY GUTTER E 11452.58 w I oZo Q N 11519.88 STA. 20+99, END FEN WAY 0-0 UI E 5155.65ASPHALT END CURB HEADER, 00 P� I N 11698.12 t✓ E 5182.37 Q STOP SIGN 119+ aaOp Epp7rD �+0(� w Q4 U N 11001,26 FEN WAY COMBINATION STREET/ I Z Q z Z w �y I E 5205.55 STOP SIGN I �� w � I s, STA. 20+93, INSTALL CITY OF BOZEMAN STANDARD DEAD END BARRICADE 11 10949.26 I �, N 11452.67 (REUSE EXISTING BARRICADE) w W Y E 5205.35 SEE SHEET 33 FOR E 5207.38 N 11519.67 Q w l wI INTERSECTION GRADES y SEE SHEET 33 FOR Z I E 5207.65 z .,Z INTERSECTION GRADES JI STREET SIGN AND OF CURB N wo AND BACK OF CURB POINTS }� w D: ICI w mi OI SEE SHEET 29 FOR - SEE SHEET 22 FOR I U)U)U) `� J DOWNY LANE GRADING QATRON STREET GRADING I Ill 0 Ww� I WWWW zzq O O L 6N J O>M L^ O N m NOTES: a' 1. CONSTRUCT PEDESTRIAN RAMPS AT ALL CORNERS WITH 4" M4000 CONCRETE. )~� j Q Q Q (SEE DETAILS ON SHEET 31) RECORD DRAWINGS D OO 2. CONTRACTOR TO CONSTRUCT SIDEWALKS 0 50' 100, 150' APPROVED ALONG OPEN AREAS AND PARKS ONLY I I I Iall (SIDEWALKS SHADED ON THE PLANS). - '�Z� �; 3 O' REMAINDER OF SIDEWALKS SHALL BE S C A L E NAM n E DAB w w CONSTRUCTED BY THE OWNERS OF EACH r LOT AT A LATER DATE. �T THOMAS,DEAN&HOSKINS,INC. m m m Il�1 L ENGINEERING CONSULTANTS 3. SEE CONSTRUCTION STANDARDS IN o is-eozEww-w�isPeu Wnnnac oN kgJ SPECIFICATION DOCUMENTS IFWISTON NUNO DRAWN BY: RJD/MFP DESIGNED BY: JfP QUALITY CHECK: DATE: 12/2=2 JOB NO. BO"36 FIELDSOOK N 2 N N "I W w I 0 n 4670 U) = O+ 0 Q � d � a 2/�, d . Z 0 N1 N Z J f� w 0 Z d G (� a - 4660 Q o Q Q -0.96% m Q 3.0 z FINISH GRADE O Z Z I W (CENTERLINE) 19+86.69 G Y LL i 4653.56 W L) -2.19, W N W I > w W O W Z p w EXISTING GROUND y m w (CENTERLINE) 3 u4650 V o z 0 J w z z W w O V W W LL Q r EXISTING GROUND o ? Q SEE SHEET 33 AT CENTERLINES 5 SEE SHEET 33 N V FOR INTERSECTION FINISH GRADE FOR INTERSECTIONFir I d a GRADES AT CENTERLINE 50 GRADES N a4640 inrn iD �U nN m --N dm GOM M� n„rj �� a N w Oi !O 10 mG Nj N 06 Of 0 Oi GG GO r GO r,� '6^ �� (] d M No �N O 0b �p� N N� NU1 N� N� N� i11� i(1 N N N u7� N� NN �p 0 d d d d d d d d d d d d d d d d d d d d d d d d d d d d d 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 CAD N. R 601036-27.DWG SHEET 27 OF 36 JAMES F9�'': PIERCE N0. 5346PE j w 3 vdC SEE SHEET 20 FOR I SEE SHEET 26 FOR SEE SHEET 23 FOR %0'nA,``ep, � ' J' 1 DAVIS LANE GRADING I FEN WAY GRADING BLACKBIRD DRIVE GRADING I ���'.S7QYAL ��•`d� II I , I aoi I I COMBINATION STREET/ I U z1o_ I i STOP SIGN INSTALL CONCRET I I.�.I �_ I I AT&T VALLEY GUTTER FAND HEET 34 FOR I 3 I ECTION FOR J w l i STREET SIGN I ACK OF CURB 3 1 N 10671.10 I O ��yy 1 �`S' E 5700.70 z 1 I N 1 I N 10673.11 tO " 00. 1 a a I E 5112.23 5204.23 I Q 11 I 00 I w I W z -- - + zQ j 0 ---�--h---F---t--- -�----�---�--f ---�---�--i--�---�-- - - - - ir m _ INSTALL INLET APRON 1 __ Ld d N1y I I SEE SHEET 33 FOR R Res' SAVANNAH STREET �5 06 a I I INTERSECTION GRADES 1 SEE SHEET 34 FOR (i o W w y N 10621.09 N 10621.11 INTERSECTION GRADES w A w l POINTS AND �CK OF CURB E 5152.02 E 5204.02 --LL AND BACK OF CURB N 10619.14 z�" z a 1 r��INSTALL CONCRETE IQ STREET SIGN Qr, POINTS ml 00 V w VALLEY GUTTER - Q Y d z m I I G� I (�� 2 �I ww, w i co w w w �y �ZO I h-4 maw N F NOTES: O M 1. CONSTRUCT PEDESTRIAN RAMPS AT ALL CORNERS WITH 4' M4000 CONCRETE. (SEE DETAILS ON SHEET 31) �00 2. CONTRACTOR TO CONSTRUCT SIDEWALKS tj ALONG OPEN AREAS AND PARKS ONLY A�/VC (SIDEWALKS SHADED ON THE PLANS), REMAINDER OF SIDEWALKS SHALL BE w RECORD DRAWINGS CONSTRUCTED BY THE OWNERS OF EACH LOT AT A LATER DATE. APPROVED 3. SEE CONSTRUCTION STANDARDS IN m m m SPECIFICATION DOCUMENTS DRAWN BY: RJDIMMJ JG`�L NIA F TITLE ATE JFP DESIGNED BY' Q� THOMAS DEAN&HOSKINS INC. DUALITY CHECK: 12123102 TD& DATE B01-036 \��.ff/// ENGINEERING CONSULTANTS GFEAT FALLS-9ozE-MISPELL YONfA1N JOB NO. 801-036 SPO E . 0 50' 100' 150' FIELDBOOK S C A L E z Q J ~ z a w 4670 467 (, z z FINISH GRADE O Q -0.57% (CENTERLINE) L Q Z W \ 2z Z `EXISTING GROUND LLl F— Q J z w (CENTERLINE) O W Lu 4660 w w 4660 co Z U O W LLCAI Y j r U 3 m K N Y W U l a w 5w O m U EXISTING GROUND E SHEET 34 SEE SHEET 34 5 AT CENTERLINE SEE SHEET 34 FOR FOR INTERSECTION FINISH GRADE GRADES FOR INTERSECTION INTERSECTION GRADES AT CENTERLINE GRADES 50 n 1n mo u � a O m N n„'D� Na m� �D0 �N mm Lo n n� n n •ti a vi� 0� a� a a ri ✓i ri n � e e m �o •u •n m m a a as as a a a < as as as a� as ea as a a 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 CAD NO. R BD1036-28.DWG SHEET 28 OF 36 ......... N T q ,,, JAM ES F. 1 PIERCE 5346PE SEE SHEET 33 FOR azo INTERSECTION GRADES U for AND BACK OF CURB ~a o0z- POINTS = I ~ s I I 4 3 I } I z � I J 0 5 p a �a �� Y> o i I I J F- I a— INSTALL ALLEY I -c INSTALL CONCRETE Q Z VALLEY GUTTER I H W I m APPROACH 1 m yl 7 `Z I I 3 STREET SIGN O F- I I Y ¢= u OU INSTALL ALLEY APPROACH I LL In I W m 06 LL I �yPf I o vmi. �i N 11005.70 S• g ' J N 11001. 6 n E 5468.05 i P� N 11 .45 I N 1097 .0 0] a z a 5531. 7 5205.55 E 5763.6a W 1 I I -- �i3• I w ^ W — ---i---f`— -- �-- -- ----H--- - / LD F•I �� STREET SIGN DOWNY LANE 1 / cn Cho SEE SHEET 33 FOR I ---- -- ---- -- Zm INTERSECTION GRADES ` � STREET SI �w 0)U) W AND BACK OF CURB I �S. n ro 1 O 0 O no POINTS I 1 ♦ R15 / M M Y+4 8 V) E 5205.35 PEODESTRIAN N 10919.58 / 0 50' 100' 156' O c H ��w RAMPS SHEET 35) E 5750.74 SANDAN PARK s c A L E o N CFNTFRIINE CURVE DATA SEE SHEET 33 FOR coo R = 1T01'36�22.45 INTERSECTION GRADE NOTES: T = S = 50.00 AND BACK OF CURB 1. CONSTRUCT PEDESTRIAN RAMPS AT ALL L = 44.58 POINTS m a CORNERS WITH 4' M4D00 CONCRETE. P.I. = 5+85 w (SEE DETAILS ON SHEET 31) 2. CONTRACTOR TO CONSTRUCT SIDEWALKS ALONG OPEN AREAS AND PARKS ONLY m m m (SIDEWALKS SHADED ON THE PLANS). REMAINDER OF SIDEWALKS SHALL BE DRAWN BY: RJD/MtAJ CONSTRUCTED BY THE OWNERS OF EACH DESIGNED BY: JFP RECORD DRAWINGS LOT AT A LATER DATE. DUALITY CHECK: 3. SEE CONSTRUCTION STANDARDS IN DATE: 12a=2 APPROVEDD� T SPECIFICATION DOCUMENTS /r1C 7r� !w� �R �IAI[f{ JOB NO. B01 FIELDBOOI( N Tt -- TD&I� THOMAS,DEAN&HOSKINS,INC. ENGINEERING CONSULTANTS OW POINT ELEV = 4659.1 GRSRW L-WZE"-KMISPELL fON iErina+ GTO. L W POINT STA = 4+17. PVI STA = 4+20 1 ELEV = 4659. A.D. = 1.11 = 44.8 N .00' C - W M � _ rn N a N a M � c a � .. a Q J m ' O Z d FINISH GRADE a Z _0 / (CENTERLINE) 0.615 4660 _ _ 4660 / Z Z Q w O J w \ Z ❑ ❑ z `EXISTING GROUND J m Q w (CENTERLINE) w Z Z yy ,^ z W U V/ Y w H O > >a In' W N W ❑ 3 3F `-'z w O Lu ZZ 5W m W U m U im g 4650 4650 EXISTING GROUND L) (n I AT CENTERLINE J SEE SHEET 33 y 5 SEE SHEET 33 SEE SHEET 33 FOR INTERSECTION FOR INTERSECTION FINISH GRADE FOR INTERSECTION Q GRADES GRADES AT CENTERLINE GRADES N V1 OWN �� SO aO N0 NN r GO Q O �Opp � �� T�j p� O O O ' O O O /) b� b1 0 o b b V a a a+ ad ed as a a as ad as a a 1+00 2+00 3+00 4+00 5+00 6+00 7+00 CAD NO. R B01036-29.DWG SHEET 29 OF 36 AMES F. PIERCE --.NO. 5346PE j�5 .... U z 0oo z 3 ! w I �� z 0_- �:• I 3 Q 5 4 QG� 3 1 v' SEE SHEET 26 FOR 1 J FEN WAY GRADING SEE SHEET 23 FOR W Z \! BLACKBIRD DRIVE GRADING I SEE SHEET 29 FOR SE SHEET 22 FOR ' Q Z DOWNY LANE GRADIN CA�RON STREET GRADING 1 0 o r o a C' 1 2+00 4+00 _ 5+00 6+00 00 0 o < Z p J W T ---�--��--- - F---+---�----� -H---�- I Q 1 2+OD 3+00 4+00 5+00 - I W m y � I I OD a CATKIN LANE ALLEY a BLACKBIRD DRIVE ALLEY Ca W Y z 1 I z za ILL `? 1 O V o I FQ ` lU w� Irm d7,m N �ui w Ow o n wz aO 10- OUoM 0 50' 100' 150' S CAL E 00 0 W- ° 50 '°° 150 RECORD DRAWINGS IIIII � I I mmm S C A L E APPROVED J, 9�i�LOS DRAWN BY: RJD/MMJ NAME J TITLE DATE _ DESIGNED BY: JFP QUALITY CHECK: TD&� THOMAS,DEAN&HOSIONS,INC. DATE 12/23/02 ENCINEERINC CONSULTANTS Joe No. Bo7-o36 GN 7 FK S-e ZEC -N 'i Eu uoNrvu JOB N OOK SEW�E WASMIN4TON IONq 04 W Q .J 4670 J FINISH GRADE 4670 4660 w - FINISH GRADE d Q CE�ERINE 4660 E 3 -0.64X (CENTERLINE) ( ZQwz Q J m 3 EOUND Z w EXISTING GROUND z o _ _ w (/) a y z (CENTERLINE) m w ��y (CENTERLINE) z F- rr► w yCT' S Z rY' S > ZZ Q g z Q Q J Uz w 00 Q CO z o EXISTING GROUND 0 0 50 m o4660 4650 50 104650 N Q 06 + I AT CENTERLINE In m 0o EXISTING GROUND _F- ,^ +m + AT CENTERLINE Y V d FINISH GRADE cYJ +z W v~i wo AT CENTERLINE a g d FINISH GRADE ¢ W N W J AT CENTERLINE a LIJ rnn ,00 an c�� oo mn a n w rn� U m Q ,gyp Of �Of �aD aDm W. n� hn .o Nn IDa ID NO �!m 17N mm rya OI 10 Nf mo Nm m Z b ,D tO Ip t0 �'° 06 �'OI 06 m DD ao n n'� I��! m OI 'm NN 01 V7^ u)n b� c0� ,p� a a a as as a a c a as a a a a a a e m m a a a e as +a as as as as a� + 2+00 3+00 4+00 5+00 6+00 1+00 2+00 3+00 4+00 5+00 6+00 Q Q U U CAD NO. R B01036-30.DWG SHEET 30 OF 36 o p T... .a4 Fy,,'% BACK OF CURB PIERCE AS NO 5346PE 8.5'014 SAV NNAH @ CA N 5' �ti5 fr .SSFSaV�.`` BOULEVARD SIDEWALK azO Ox z Zzo a= zF BACK OF CURB _J SEE SHEET 29 FOR THICK Z DOWNY LANE GRADIN SEE SHEET 22 FOR c;NC. SURFACE VI CATRON STREET GRADIN -i J 11 C) W Q ' Y�00 0 � BROOM FINISH y BOULEVARD �,�, O V) J <v 00 5+00 CONCRETE DARK AREA a 7-6 5 w Q z >_ - 9 SIDEWALK p z n a W$ o FEN WAY ALLEY o z Z m LD w DROP CURB ��' ZTRANSITIONAREA _ _ R >Lij Zm Om BROOM a Iwo wo LuOwz -� rrl a(� — — InBOULEVARD SIDEWALK WITH PEDESTRIAN RAMP25' MAX. RADIUS/VARIED BOULEVARD-ON DAVIS LANEw W wE 050' 100' 150' 0IIIIII I m HTS C A L E WEEN --- __BACK OF CURB NS - _ w w DROP CURB m m m1-4 13' 5' BOULEVARD SIDEWALK R TRANSITION AREA DRAWN BY: RJD/MMJ DESIGNED BY: JFP BOULEVARD SIDEWALK WITH PEDESTRIAN RAMP QUALITY CHECK: DATE: 12123/02 466( 15' MAX. RADIUS/7'-6" BOULEVARD JOB NO. BOi-036 4660 i 7 1 FtELDB OOK FINISH GRADE R ,12 y (CENTERLINE) - � 3 J w EXISTING GROUND DROP CURB p Q g (CENTERLINE) BROOM FINISH- CONCRETE o W z IN DARK AREA rd Q 4650 z w 46Sc - I a J z 4, w m �BACK OF CURB It 5 w a 13 5 z _ u 50 �O'' FULL HEIGHT BOULEVARD SIDEWALK d Z EXISTING GROUND m o AT CENTERLINE + CURB BETWEEN DROP CURB Q + sG zo TRANSITIONS TRANSITION AREA h Z FINISH GRADE d Q Z AT CENTERLINE N BOULEVARD SIDEWALK WITH PEDESTRIAN RAMP - - - _ -- '-_ N a Nw W J G 15' MAX. RADIUS/1 X 5'-6" BOULEVARD z a O w tn 1+00 2+00 3+00 4+00 5+00 6+00 1'(TYP) DROP CURB - — =) ZQ (] QQ BROOM FINISH U Z CONCRETE Y W Q It IN DARK AREA W N Z W LL 5' SIDEWALK (TYP) L n 4 m J GRASS 7 U a m J RECORD DRAWINGS BOULEVARD WIDTH 5' Q Z VARIES (TYP) APPROV D DOUBLE INLET ' „MV fK • (ON BLACKBIRD AND -- - N TITL j 9/DATE/ SAVANNAH INTERSECTION) V Ur THOMAS,DEAN&HOSKINS,INC. FULL HEIGHT TDBC� F.RCINEEIt1NCCONSULTANTS BROOM FINISH CURB BETWEEN DROP CURB uj caenT ruls-eozcINEE lsN uorrtuu CONCRETE TRANSITIONS TRANSITION AREA w srornNc WAHINGTON IN DARK AREA J I[ STro Vu DROP CURB TRANSITIONAREA (12- TYP) BOULEVARD SIDEWALK WITH PEDESTRIAN RAMP a (12� PEDESTRIAN RAMP 15' MAX. RADIUS/13'-0" BOULEVARD NO SCALE NO SCALE CAD NO. R 801036-31.DWG SHEET 31 OF 36 RECORD DRAWINGS j PIERCE ? R=1' 2 Ai IN 5346PE;'� N 11548.89 �zt.>• r y N 11548.39 R-3, -;or��' �lf�l��r`` E 5755.17 j �bk r ROV D E 5884.07 APP J/01'AL ,x: d� :s •! C t2: ' TI E- DATE �� <ZO R4645 +. 53.at s3 at •r T j zox T R R46h5 N 11544.94 v Fzo< N 11545.44 ° t,�, J y E 5882.61 THOMAS,DEAN&HOSKINS,INC. R-59.95' I=o E 5759.61 y,; n 3 TD&I� nF+3: ENGINEERING CONSULTANTS 17.29' } n1 w ANA GREAT FALLS-90ZENAN-KWSPELL W�INGTON _ 3 Lr w5P0N TON 2.29' F .�~.,• 54.21 .`?„ oo �rn FL ELEVS 0.08' HIGHER THAN LISTED C") Iowo - F-i CATRON $ SEE DETAIL a ./y z 5' SIDEWALK �„r DRIVE OVER �" TYPICAL 32 L • Z SPILL CURB _ n (A a 4.39 K. i re 4'"rt4} 7 + ':5 - - R 1' 4 00. ''.' O .'7 - pJ w V) PEDESTRIAN RAMP 400'...- 54.83 55.25 4' S3 N ny.?Nd 6 55.43 55.3 R --YIELD ':. 14.50' 7 6 slit-�}xf CENTRAL IS INE (TYP +me{µ a vt Z J ll� 54.57 0 r,55.61 Sst 54.47 \4'rT 54.2] 37' ; Q r N 55.53 32 SEWS H a q ti' 12.00' 12.32' W W y w5.� 55 25 t; e 10' 12` MEDIAN CURB f Om Q CONCRETE CROSSWALK�-,. 11 -- .83 t Sg5.7". 9 Q m - - - CONCRETE 20 SPUTTER ISLAND DETAIL�� 0 00 O 4Zo TRUCK APRON 54. `,� 8om PROPERTY LINE o -'>:�' '`"'�~ O O N q 1` 0 20' 30' 32 F. o aw o ar •`SS..... s4.n :"F'. p $- NOTES: I I I I I I I I n Ln oNJ N� 1. PROPOSED SPOT ELEVATIONS REFER TO FLOWLINE S C A L E N 11 1 Q�y 45 ' Rg6q �- ELEVATIONS m E 5757.65 �p g46' t..- .4.. S' �-F N 11421.94 0.45' j. E 5882.11 2. TOP BACK OF CURB ELEVATIONS CAN BE CALCULATED 1'-0" 1 1 VARIES 1'-0" 1--1 ,, Ss.1a s5.1e BY ADDING 0.42' TO FLOWLINE ELEVATIONS ON STANDARD 0 0 { CURB AND 9-42'TO FLOWLINE ELEVATIONS ON SPILL ONCRETE CURB !' N 11418.49 CURB. 0.52' GUTTER (SPILL) `w�XV m N 114 44 M �:� .tiT"::'' vl E 5883.55 3� p w �y,� . ,ys,..r 3. INSTALL INLET APRONS AT LOCATIONS SHOWN. VARIF - x 12.50 (TYP OF 3) E 5759.11 - 2.5R CROWN m m m F 0 20' 40' 60' 6" CONCRETE 95 APRON (TYP.) DRAWN BY: MRC IIIII I I JFP S C A L E 8" CRUSHED BASE GRAVEL DESIGNED BY: COURSE (1-1/2" MINUS) QUALITY CHECK: DATE: 12/23102 ISLAND SECTION C JOB NO 601-036 FIELDBOOK O 5' 1 O' 32 S C A L E 88'-O" 6` REINFORCED CONCRETE 20._0. ._0. 4._0» 36'_0• 4._0. ._0. 20._0. CROSSWALK 10'-0" TRAVEL WAY APRON CENTRAL APRON TRAVEL WAY Ohl_ ' Q c*4 w CONCRETE CURB-, CONCRETE CURB AND GUTTER (SPILL) 3% AND GUTTER (SPILL) GEOTEXTILE FABRIC SURFACEACOURSENCRETE w co 9" UNCRUSHED SUBBASE (3" MINUS) ._.1: 2.59 2 Sy, 6" CRUSHED BASE GRAVEL Q (� COURSE (1-1/2` MINUS) = Q f J GEOTEXTILE FABRIC J 3" ASPHALTIC CONCRETE SURFACE COURSE 6" REINFORCED CONCRETE 9" UNCRUSHED SUBBASE (3" MINUS) 6" CRUSHED BASE GRAVEL COURSE (1-1/2" MINUS) APRON (TYP.) CONCRETE CROSSWALK SECTION D a J m 8" CRUSHED BASE GRAVEL 1 32 Z Q o COURSE (1-1/2" MINUS) O I I I I I 11 O Z Z ROUND ABOUT TYPICAL SECTION A S C A L E > Z � Z 0 5' 10' 1 32 ASPHALT 6" REINFORCED TINTED Q O w ( I I I I I I I CONCRETE, TYP. } S C A L E 2-6"I' S-o I coZ a N a co V K 88-0» w a W N Z Q 1'-0 5'-0` 5'-6` 2'-0` 18'-0` '-0` 4'_0• _ __ 36•_0` 4'-0 •-0` 18'-0' 2'-0 m = Z (TYP. SIDEWALK BOULEVARD P TRAVEL WAY APRON CENTRAL ISLAND APRON TRAVEL WAY o ;� O U CONCRETE CURB J CONCRETE CURB AND GUTTER (STD.) W 9" CONCRETE CURB - AND GUTTER (SPILL) 3% 37 AND GUTTER (SPILL) 1/4" PER FT. 1/�T. (TYP. 2.57 .:.L-. 257, - J BROOM FINISH ON J ALL SURFACES Q LLJ GEOTEXTILE FABRIC 3" ASPHALTIC CONCRETE SURFACE COURSE [L6" REINFORCED CONCRETE U°1I'rT. TYP. APRON 9" UNCRUSHED SUBBASE (3" MINUS) 6" CRUSHED BASE GRAVEL COURSE (1-1/2" MINUS) EDB Z 4` CONCRETE 8` CRUSHED BASE GRAVEL SIDEWALK (TYP.) COURSE (1-1/2" MINUS) COMPACTED GRAVEL BASE ROUND ABOUT TYPICAL SECTION B 4` MIN. THICKNESS 32 CONCRETE CROSSWALK DETAIL 2 0 5' 10' 0 10' 15' 32 �� S C A L E S C A L E CAD NO. R 801036-32.DWG SHEET 32 0F 36 POINT FIRM LINE *TOP OJM POW FLOW UTE *TOP CURB °ON TAN'•,,, NUMBER NORIFNNG EASTWC F1E1M110N O E111110N MJIIO! NIMMING EASFM/G B.EVOION ELE1 T10N 1 11467.97 5131.44 4656.27 4656.69 200 10875.30 5195.55 4662.22 4662.64 JAMES F.=1 2 11467.88 5155.45 4655.75 4656.17 ALL TOP BACK OF CURB (TBC) ELEVATIONS ARE 0.03' HIGHER THAN LISTED PIERCE I 00 I I I I 201 10898.10 5195.64 4661.78 4662.20 = =A NO. 5346PE 1'•' 11 A [4-f ' I 3 11467.31 5171.43 4655.30 4655.72 202 10925.32 5190.25 4661.38 4661.80 =�,n 0+ a� 1 4 11467.23 5191.43 4654.80 4655.22 .�� T" 203 10949.32 5190.35 4660.91 4661.33 �` ti,+ �'\�'� On1�I h ■ryq ,5 11467.67 5207.44 4654.55 4654.97 POINT FLOW LK *Tw Cl� 204 10965.32 5190.96 4660.50 4660.92 6 11467.67 5231.44 4653.98 4654.40 azo Q 20 NUMBER NORTHING EASIING UNATION ElEVU10N } 205 10975.32 5190.96 4660.39 za= 7 11504.57 5231.59 4653.98 4654.40 50 11466.68 5451.43 4654.38 4654.80 .1, Q 206 10985.32 5190.96 4660.20 4660.62 oio ■'� I Z •0 I 9 11504.67 5207.57 4654.55 4654.97 - -- - 51 11466.58 5475.45 4654.52 4654.94 :, Z :O 207 11001.32 5190.56 4660.00 4660.42 0" Q LL 1 9 11505.33 5191.59 4654.80 4655.22 3 52 11466.48 5501.43 4654.70 W 208 11025.32 5190.65 4659.70 4660.12 ' 1 10 11505.41 5171.59 4655.30 4655.72 U_ z F T I 53 t1466.38 5527.42 a654.90 a655.32 11935 SF 209 11052.45 5196.26 4659.31 4659.73 •ry Iha ry,1 I 11 11504.88 5155.60 4655.75 4656.17 54 11466.28 5551.43 4655.08 4655.50 ry�.7 ryry'J ry(� 210 11075.30 5196.35 4659.06 4659.48 O • I 12 11504.97 5131.59 4656.27 4655.69 7+00 55 11503.28 5551.58 4655.0E 4655.50 ■ ■ 211 11075.43 5163.35 4659.06 4659.48 4 hh ry6 L - 13 11486.52 5131.51 4656.79 4657.21 b1 *p qp 61 56 111503.68 5451.58 4654.38 4654.80 - ----- --- 212 11052.63 5163.26 4659.31 4659.73 J O �• I 14 11486.32 5181.51 4655.30 O -� 57 11485.18 5451.51 4654.90 4655.32 �a0 1 213 11025.41 5163.15 4659.70 4660.12 ''�J W Z • 15 11486.32 5231.51 4654.30 4654.72 _STREET 1'ti O -- _ 58 11485.09 5475.52 4654.94 4655.36 1 ' _ 214 11001.41 5163.06 4659.90 4660.32 j �y 0 16 11386.25 5197.61 4656.24 4656.66 _y� , 10�' by 59 11485.01 5501.51 4655.10 00 0 A •1ryb 2+ 215 10975.37 5162.95 4660.41 4660.83 N mj `TJ + 17 11409.00 5197.70 4656.02 4656.44 T 'LO _ •`�'L 3+00 4+00 i 60 11484.87 5527.51 4655.25 4655.67 216 10949.41 5162.85 4660.91 4661.33 O Q Z U w 'S O a y 18 11436.27 5192.31 4655.70 4656.12 0p 1y i ,ham ryry Oh 'hy 5a DOWNY 's w Z IL ■ yT ■ 61 1 1484.81 5551.51 4655.60 4656.02 'L 'L__ _____ ry�___ 217 10925.41 5162.75 4661.38 4661.80 '- W "�' 0 19 11452.73 5192.38 4655.28 4655.70 __ __ I __ 62 11384.91 5517.60 4655.51 4655.93 pa 'Y 218 10898.24 5162.64 4661.78 4662.20 1i1 W 1 CATRON STREET 20 11452.8z sno.3a asssso 4sss.oz bb ',\ry � ry� o '� G w 63 11407.67 5517.70 4655.36 4655.78 'I ry'S ryry 219 10875.44 5162.55 4662.22 4662.64 z0 Z ,a : : 21 11436.36 5170.38 4655.80 4656.22 fi 64 11434.94 5512.31 4654.90 4655.32 �6 p'S 220 10875.37 5179.05 4662.68 LD v 22 11409.14 5164.70 4656.02 4656.44 T 65 11451.39 5512.37 4654.85 4655.02 ' - 221 10925.37 5179.25 4661.58 > Q 70 Lj 23 11386.39 5164.70 4656.24 4656.66 J ,� 7 66 11385.05 5484.60 4655.51 4655.93 222 10975.37 5179.45 a660.59 0 0 Q W 24 11386.39 5181.11 4656.54 F-R1 ■0 67 11407.80 5484.70 4655.36 4655.78 ry r 223 11025.37 5179.65 4659.90 w w w O wz `L 0 25 11436.32 5181.31 4656.00 x I 68 11435.03 5490.31 4654.90 4655.32 . 1ry :O 224 11075.37 5179.85 4659.52 '_' r-�� 26 11519.73 5192.65 4654.95 4655.37 6 O O ry 69 11451.48 5490.37 4654.72 4655.14 I 225 10991.46 5279.52 4659.75 4660.17 0 0 �" A 27 11536.27 5192.71 4654.75 4655.17 :O 1 : 70 11384.98�5501.11 4656.00 O I 226 10991.5 5256.72 4660.02 4660.44 �NJ28 11563.40 5198.32 4653.95 4654.37 1 ry O 71 11407.735 I..20 4655.60 .,20 O 227 10986.17 5229.49 4660.26 4660.680 29 11586.25 5198.41 4653.27 4653.69 i 72 11434.98501.31 4655.10 1„-1 ■ 228 10986.2 5205.49 4660.40 4660.82w w w 30 11586.25 5165.41 4653.27 4653.69 Lc) 73 11451.43 501.37 4654.80 229 10958.47 5279.38 4659.75 4660.17 Q Q Q h a 0 31 11563.54 5165.32 4653.95 4654.37 ��� ry0 I 230 10958.58 5256.60 4660.02 4660.44 O cc ■ry ry • '� '� 32 11536.36 5170.71 4654.85 4655.27 ' ry ' I 231 10964.17 5229.47 4660.26 4660.68 33 11519.82 5170.65 4655.45 1 4655.87 INTERSECTION OF CATRON AND FOXTAIL ; 232 10964.26 5205.40 4660.65 4661.07 w� 34 11536.32 5181.71 4654.95 233 10974.96 5279.45 4660.21 IL��1 35 11586.32 5181.71 4653.56 234 10975.16 5229.45 4660.46 m m m 235 10975.26 5205.45 4660.60 - INTERSECTION OF CATRON AND FEN WAY DRAWN BY: MMJ INTERSECTION OF DOWNY AND FEN WAY DESIGALITY CNEDHEBYCK:: "R QU N DATE'. 12123,02 1k DROP CURB AT ALL HANDICAP JOB NO. BOt-036 DICAP RAMP LOCATIONS. POINT ROM UIE *TOP GARB FIELDBOOK NUMBER NORIFM EASIMIG BEVOION 0LV1710N 350 10836.11 5773.26 4661.42 4661.84 351 10887.03 5780.60 4661.17 4661.29 RECORD DRAWINGS 352 10887.0 5780.60 4660.87 4661.29 353 10910.41 5786.58 4660.59 4661.01 APPROVED NOTE: 354 10966.831 5801.01 4660.05 4660.47 2���L� i■. R 9�L1 fiJ ALL CURB COORDINATES ARE TO BACK OF CURB 355 10984.14 5805.44 4659.82 4660.24 NA nnE D'W 356 11009.19 5817.45 4659.521 4659.94 -- CV ' 1 357 11030,11 5822.14 4659.29 4659.71 TD&� THOMAS,DEAN&HOSKINS,INC. W ! ENGINEERING CONSULTANTS 1 358 11038.13 5790.09 4659.29 4659.71 csv�o T 'S-■ozsu�w-wursveu W�.0 o (n 0 359 11017.16 5785.43 4659.52 4659.94 Ewso ouw Q 13638 SF yh^ 360 10989.56 5784.12 4659.82 4660.24 a U 30' 60' � � ' i I ■ 1 1 I I /�C 0 ' 361 10972.15 5779.66 4660.05 4660.47 � S C A L E POW - RDW UNE *�CURB 16.+, ' ;y / y0 362 10950.20 5773.53 4660.20 4660.62 Z � MUREX NORIFMIG EASi11q FIEVAION ELEVA1gN L-- 1 1 363 10940.49 5771.05 4660.31 O Q J 150 10957.78 5449.38 4658.is 4659.16 - ■ /i 364 10930.80 5768.57 4660.42 4660.84 1 I Q Q 151 10957.70 5467.93 4658.62 4659.04 _ (l,5 365 10915.87 5765.27 4660.59 4661.01 1 1 w y 152 10957.65 5482.40 4658.55 4658.97 6+0 • � ,Syy / 366 10892.48 5759.29 4660.87 4661.29 I I Z W SF 153 10957.45 5530.94 4658.82 4659.24 00 fop1 ■ 367 10867.60 5747.25 4661.17 4661,59 O r f� O 06 60 0 154 10957.38 5549.38 4658.94 4659.36 L Wiyy O'S �b�\T" yk / 368 10844.29 5741.29 4661.42 4661.84 O I m m 155 10990.38 5549.51 4658.94 4659.36 -- h°J .��h6�1 F 1I' h_0 - ♦ -C ^ ,17 .1h , • h0�` ^h 369 10840.20 5757.28 466198 p1 } cl) 156 10990.45 5531.01 4658.82 4659.24 370 1089.75 5769.95 4661.10 IQ 2+a Y= Q _ SAVANNAH WX11-or \6 157 10989.65 5482.51 4658.30 4658.72 371 10937.08 5782.05 4660.54 O 158 10990.70 5468.06 4658.62 4659.04372 IJN . . .LL i 159 10990.78 5449.51 4658.74 4659.16 373 10986.88 5794.45 4660.045+ mm,4+0o O' • 160 10974.28 5449.44 4659.20 - --• ■ } 1 1 374 11034.12 5806.21 4659.75 ,60 16'�O 10`b ^6'S 161 10974.15 5482.46 4658.44 - ,ybh/ 11 375 10950.99 5681.66 4659.88 4660.30 't J DOWNY} 162 10973.95 5531.01 4659.28 �� yyy 376 10944.63 5702.14 4660.03 4660.45 Q 163 10973.87 5549.44 4659.40 ti � / / 377 10941.81 5729.74 4660.201 4660.62 O I __ _ _ _____ -- • 164 11005.51 5516.07 4658.21 4658.63 Q 11p 378 10934.29 5753.97 4660.55 4660.97 --- --� 165 11024.01 5516.14 4658.05 4658.47 • 543 379 10955.36 5760.51 4660.35 4660.77 POINT RIOM LK *TOP cmQ 166 11024.14 5483.13 4658.05 4658.47 ' _�I ■ 380 10962.82 5736.27 4660.20 4660.62 NUMBER NOffrHM EASTING B.EMM 1101111111101111 (� 167 11005.64 5483.051 4658.21 4658.63 400 10646.17 4955.30 4668.43 1 m 381 10976.14 5711.93 4660.03 4660.45 401 10646.46 5016.30 4668.08 168 11024.08 5499.65 4658.52 :0 /Y �I 382 10982.51 5691.45 4659.88 4660.30 402 10662.67 4955.53 4668.06 4668.4a 169 11005.58 5499.57 4658.67 Q ; / 383 10966.73 5686.54 4660.21 384 10960.37 5707.03 4660.28 403 10662.96 5016.34 4667.62 4668.60 'S� a 385 10952.31 5733.00 4660.22 404 10629.67 4955.07 4668.32 4668.74 INTERSECTION OF DOWNY AND FOXTAIL ' 0 �� 103` 386 10944.79 5757.231 4660.65 405 10629.961 5016.261 4667.621 4668.04 INTERSECTION OF DOWNY AND BLACKBIRD INTERSECTION OF SAVANNAH AND DAVIS CAD NO RB01036-33 DWG SHEET 33 OF 36 14 POINT Row LIE w QM6 O/ T"`ry9t'': NMwER NORTIMNO maw ammm l Bt1AO1m '- 250 10630.24 5078.05 4667.2E 4667.68 JPIES F. PONT R�(� #�q�! PIERCE 251 t063o.35 5t00.7a afis7.ta a6fi7.5fi NUMBER NORIh1r10 EASIM/G E 211111 ON FI81111M _ -'-NO. 5346PE 1 0100 10218.18 5192.90 4672.41 4672.83 252 10635.98 5128.08 4666.98 4667.40 .114 253 10fi36.09 5152.09 4666.84 4667.2E ALL TOP BACK OF CURB (TBC) ELEVATIONS ARE 0.03' HIGHER THAN LISTED 101 10240.97 5192.99 4672.18 4672.60 254 10635.59 5168.07 4666.75 4667.17 " 102 10267.89 5187.60 4671.90 4672.32 azo 255 10635.60 5188.07 4666.65 4667.16 ry00 ,ti0 1 , ♦ 103 10292.20 5187.69 4671.60 4672.02 (1,�, zza ■ O 104 10308.26 5188.31 4671.39 4671.81 F-r i= 256 10636.11 5204.08 4666.55 4666.97 257 10636.01 5228.08 4665.82 4666.40 O 105 10328.18 5188.31 4671.07 4671.49 ~ 3 p 1 106 10344.19 5187.90 4670.87 4671.29 F 258 10630.4 5255.2E 4665.66 4666.24 �, F. 259 10630.31 5278.05 4665.53 4666.11 _ _ 107 10368.19 5188.00 4670.5E 4670.98 260 10663.31 5278.19 4665.53 4666.11 108 10395.43 5193.61 4670.11 4670.53 Z 261 10663.40 5255.2E 4665.6E 4888.24 ♦ '`0■01 109 10418.17 5193.70 4669.75 4670.17 Q 0 12337 SF 0 1 D 110 10418.30 5160.70 4669.75 4670.17 262 10658.01 5229.13 4665.82 48 -L ti0 ti0 ■ - w 263 10658.11 5204.16 4666.55 4666.97 ry69 y`O +OOba OO 6ry ti6~ `ti60 6 111 10368.30 5160.61 4670.41 4670.83 W �y O 1• +ry 112 10318.30 5160.30 4671.08 4671.50 �m 0� U 264 10658.60 5188.16 4666.64 4667.0E SAVANNAH 265 10658.60 5168.16 4666.75 4667.17 ry10 ,y1� ry1`T ^ry1� 1a ■,y1h ,�1� ,ti11 ,y10 - h a 113 10218.30 5160.10 4671.41 4672.83 y K,oh 1 ,16 '`� '`ry 114 10218.30 5160.10 4672.41 4672.83 �a F] ,'�p 266 10658.09 5152.18 4666.74 4667.2E hti h0 ha hh h6 h1 Q� 267 10657.98 5127.77 4666.98 4667.40 0 ,`L `Y ti 1- 1 ■ 0 9 CATKIN o 115 10218.22 5176.42 4672.8E W aN 267 10657.3 5127.77 10 4666. 8 4667.5E .tih h .tih0 :h0 - ■ '�� �ti '�1" '`h 116 10268.22 5176.61 4672.10 6 1- a o ^ o A W I 269 10663.2 5078.19 4667.2E 4667.68 - - -`79 19 0 - O 117 10317.22 5176.80 4671.38 zW Z - + _ O , , �. 270 10646.74 5078.12 4667.72 - Wry �1� 118 10368.22 5177.00 4670.7E z o ■p �- :oh _ 1 19 10418.22 5177.20 4670.20 w W m 271 10646.85 5100.66 4667.52 _ ., t\ _ _ _ - 120 10307.13 5202.75 4671.54 4671.96 af 0 0 30' 60' 90' 272 10646.98 5128.12 4667.21 ,p I I I I 121 10307.04 5226.75 4671.19 4671.61 O O O �0l.,y�4 lao 273 10647.09 5152.14 4667.10 } S C A L E pry - -- - 122 10301.41 5253.95 4670.79 4671.21 �o'^ 274 10647.21 5178.12 4667.15 Q + o O u�w 275 10647.11 5204.12 -4666-28 4666.86 123 10301.32 5276.73 4670.47 4670.89 �"I 276 10647.01 5228.12 �66b.6d 4666.80 :O Z :0. } 124 10334.32 5276.87 4670.47 4670.89 o N W NOTE' Q 125 10334.43 5254.06 4670.79 4671.21 m ALL CURB COORDINATES 0 126 10329.04 5226.84 4671.19 4671.61 w w 278 10646.80 5255.2E 466b,6� 4666.57 LL ARE TO BACK OF CURB Z 1 � F 278 10646.8 5278.12 �666,6� 4688.57 a `' W t 27 t 0329.13 5202.85 4671.44 4671.8E 0�O 279 10547.1 5194.22 4667.94 4668.36 + LL 128 10318.15 5202.81 4671.64 280 10569.9 5194.31 4667.64 4668.06 a h ,�'� .�� 129 10318.07 5226.80 4671.40 -p 281 10597.17 5188.92 4667.27 4667.69 #DROP CURB AT ALL HANOKJIP RAMP LOCARM. 3 282 10621.17 5189.02 4666.85 4667.27 7 Q Q C 130 10317.8E 5276.80 4670.92 w 283 10673.17 5189.23 4666.90 4667.32 INTERSECTION OF SAVANNAH AND FEN WAY 284 10697.17 5189.33 4666.18 4666.60 INTERSECTION OF CATKIN AND FEN WAY m m m 285 10724.30 5194.94 4665.38 4665.80 DRAWN BY: mmi 286 10747.14 5195.03 4664.69 4665.11 DESIGNED BY: TR 287 10747.28 5162.03 4664.69 4665.11 QUALITY CHECK: 288 10724.48 5161.94 4665.38 4665.80 POINT RAw UIE *10P OIIRB DATE: 12l23102 IIIHw�t NORnb ` JOB NO. B01-036 289 10697.2E 5167.33 4666.18 4666.60FIELDBOOK 550 10546.40 5744.29 4664.61 4665.03 290 10673.0 5167.23 4666.90 4667.32 291 10621.0 5167.02 4666.95 4667.37 RECORD DRAWINGS 551 t 0568.32 57a2.65 afi6a.36 ass4.78 NUMBER NORnMwc EnslMrc ar:.vuaM #F1E1Mltfarl NT 552 10595.26 5735.97 4664.08 4664.50 292 10597.2E 5166.93 4667.27 4667.69 293 10570.08 5161.32 4667.64 4668.0E APPROVED 553 10618.95 5735.74 4663.82 4664.24 500 10309.10 5672.10 4668.04 4668.46 293 10570.08 5161,32 4667.64 4668.06 4 t� 554 10644.96 5736.32 4663.55 4663.97 501 10318.93 5700.48 4667.8E 4668.28 NAro1c� �nT�M �E 1 555 10669.64 5737.69 4663.29 4663.71 502 10333.02 5724.38 4667.68 4668.10 295 10547.21 5177.72 4668.45 1 Q 556 10692.09 5739.62 4663.04 4663.46 503 10340.87 5747.06 4667.54 4667.96 296 10621.10 5178.02 4667.08 THOMAS,DEAN&HOSKINS,INC. D --. -- 504 10340.29 5661.31 4668.04 4668.4E 297 10673.10 5178.23 4667.02 1 iJ� ENGINEERING CONSULTANTS J+ `p m 1`O y 557 10718.4 5748.31 4662.74 4663.1E �µ�us-e ZE[ -KAI ES.L ' 1 Y 558 10741.E 5751.84 4662.45 4662.87 _ O �ry1 505 10350.1 1 5689.68 4667.8E 4668.28 w 298 10747.21 5178.53 4665.15 LEwl M 161110 U ■ti 559 10747.14 5719.30 4662.45 4662.87 h 506 10353.81 5717.19 4667.68 4668.10 N Q 507 10361.6E 5739.86 4667.54 4667.96 6oJ a 560 10721.97 5775.47 4662.74 4663.1E Q m 1 + 561 10694.31 5717.73 4663.04 4663.46 A 508t0324,.7 5666.71 4668.50 ` 562 10670.0E 5715.66 4663.29 4663.71 � 1 5720.78 4667.88O563 10619.03 5713.74 4663.82 4664.24 5 O 5767.64 4667.86 N564 10594.69 5713.98 4664.08 4664.50 511 5791.53 4669.08 4669.50 Z QPOMit• RO 11E #lop Qn 5fi5 10567.2 5709.6E 4664.36 46fi4.78 ID h 0 512 57a0.92 4668.6E 4669.08 ZNUMBER NOR1FM110 EASIINO FIEMwIaI RE11M�1 566 10543.81 5711.39 4664.61 4665.03 CD 513 5775.02 4668.24 4668.6E450 11505.42 5017.64 4659.63 4660.05 _- b' h11'.�h567 10545.1 5727.84 4665.07514 . 5765.98 4667.82 4668.24 Z LLI 1501 11505.67 4957.59 4659.63 4661.05 '� 568 10567.8 5726.14 4664.74 668 SF V 515 10346.42 5760.04 4667.44 4667.86 Q O 8+O ry h +OO 516 10365.32 5753.50 4667.23 4667.65 m 2 m 11468.4 5018.49 4659.63 4660.05 - _ 569 10594.9 5724.98 4664.31 �� 11468.67 4957.55 4661.43 4661.85 a h +0 a 570 10618.99 5724.74 4664.05 ,� y,1b h 517 10380.28 5749.28 4666.98 4667.a0 � Z h0 ,,JO ° h1 hh • .63 5742.43 4666.5E 4666.97 (n m 1 1486.9 5018.57 4660.14 571 10645.00 5725.31 4663.82 h 11487.23 4957.57 4661.94 SAVANNAH :1b y1 4 572 10669.85 5726.67 4663.52 __ - 5 .59 5730.30 4666.14 4666.5E Lu 10309.10 5672.11 4668.04 4668.46 h1� h11 573 10693.20 5728.68 4663.27 ---�, - - �, 520 10452.61 5724.91 4665.72 4666.14 W N m • _• _ __ _ "_h6h h10-w 574 10720.20 5731.88 4663.12 .�r(�N 'y ■� , 521 10459.32 5757.22 4665.72 4666.14 W C GP r h 522 10365.03 5783.22 4667.40 4667.82 CO _ - - -- --- - - 575 10744.40 5735.57 4662.94 00 ��" V () 576 10628.91 5625.24 4664.10 4664.52 ♦ 523 10274.84 5821.08 4669.08 4669.50 h60;g1" 577 10628.83 5649.38 4664.03 4664.45 0 yryh 524 10267.49 5806.31 4669.54 J 578 10634.20 5676.61 4663.87 4664.29 h0 y1 525 10313.71 5785.17 4668.46 Q ate_ - a� •N - 526 10406.46 5753.06 4666.78 579 10634.0 5700.55 4663.59 4664.01 Q OO 2+OO 580 10661.91 5625.37 4664.10 4664.52 k 527 10455.97 5741.0E 4666.20 a aha bh h60 ;h 581 10661.81 5649.51 4664.03 4664.45 p h� CATRON hry 582 10656.20 5676.69 4663.87 4664.29 583 10656.10 5700-64 4663.59 4664.01 hrya ■ p,k 1n ,a .a .bo h61 ; 584 10645.41 5625.3114664.5E ■,��'` Y - 585 10645.31 5649.451 4664.41 \ P \ O 11335 S F I 586 10645.20 5676.65 4664.84 \ 9 587 10645.10 5700.59 4663.82 INTERSECTION OF CATKIN AND BLACKBIRD INTERSECTION OF CATRON AND DAVIS INTERSECTION OF SAVANNAH AND BLACKBIRD CAD NO RB01036-34 DWG SHEET 34 OF 36 i 60'-0" w ....................... a n„ 30-0" nT J STREET * 0,...........A 30'-0" w \1 JAMES F. 0 11-6" _ 37' 0" 11'-6' a 20- _ I PIERCE ' o '- N0. 5346PE 5'-6" 2'-0" 16'-6" 16'-6" 2'-0" 5'-6" 5'-0" 1'-0" 14'SIDEWALK BOULEVARD TRAVEL WAY TRAVEL WAY BOULEVARD SIDEWALK AL Er CONCRETE CURB 9' _ - 3% 3% GUTTER r; Qzo 2_001/4" PER FOOT .D% 3.0, 1 4" PER FOOT �7G �/ %o Z o=- 7'' •�• _ EXISTING GROUND ICI �I�n 3" 3 4" THICK " " E' CRUSHED GRAVEL �]F CONCRETE 3" SIDEWALK 3"ASPHALTIC CONCRETE 4" THICK 7/ 93AVEL SUBASE _+ ASPHALTIC CONCRETE SURFACE COURSE GEOTEXTILE EXISTING- SURFACE COURSE{c--EE«i5} CONCRETE ASPHALT SURFACE F ° ; 6.1 TO COURSE MATERIAL ( MNUS) 6" ( / J ry GROUND SIDEWALK I BACKFILL WITH BASE CLAY SUBGRADE �CRUSHED GRAVEL 1-1 2" MINUS) 6" CRUSHED GRAVEL BASE CgTCH AND COMPACT 4" CRUSHED GRAVEL COURSE (1-1/2" MINUS) TYPICAL ALLEY SECTION �� SUBBASE LEVELING CATRON STREET 4" CRUSHED GRAVEL COURSE 9" GRAVEL SUBBASE (3" MINUS) SUBBASE LEVELING T35 37 WIDE ROAD SECTION COURSE NO SOGII m� o :3m U O 4 \ ONLY4 SGRAVEL SU ASEECTION AS ONSETS ONE FOR CATKIN ALLEY; 0 FEN WAY-BLACKBIRD ALLEYS. C'Q z v I I S C A L E SUBBASE COURSE W QI .x.'I N MATERIAL OR o i 60'-0' w BASE COURSE MATERIAL COMPACTED SUBGRADE rna ^ W Y 30'-0' `� 30'-0- Z TYPICAL ASPHALT HEADER DETAIL o Y•� �� W Ln c� o a w� Of wm a 13'-6" 33' 0" o a:U U U � J a 13'-6' K 16'-0" 1n 1n/n J 5'-0" 7'-6" 2'-0' o w w w O 4wz 14'-6" 14'-6" 2'-0' 7'-6" 5'-0' S'-0' o 0 0 +�I Qo 1'-0" n n x aYN PROFILE FINISHED CONCRETE CURB maw REMOVABLE EXPANSION M GRADE h GUTTER GRATES JOINT o N 1 4" PER FOOT 0X 3 �4" PER F00T 3.07 rn '3• - 4" THICK F H< CONCRETE 3j 1F i -Ito a SIDEWALK _ o 0 3" ASPHALTIC CONCRETE 4' THICK I I ,� GEOTEXTILE SURFACE COURSE CONCRETE �� n-.-R - I m p EXISTING SIDEWALK u 3 • CONTRACTION w 4" CRUSHED GRAVEL GROUND 6" CRUSHED GRAVEL BASE 1 JOINT SUBBASE LEVELING COURSE (1-1/2" MINUS) 4" CRUSHED GRAVEL RECORD DRAWINGS COURSE SUBBASE LEVELING `- 33 r 9" GRAVEL SUBBASE (3" MINUS) COURSE i VCONCRETE INLET APRON WITH m m m WIDE ROAD SECTION APPROVEp ;; 6X6 W4.OXW4.0 W.W.F. 0 4' 8' 1 2 ��� •C/� � " ,�� t1 6 _ CONCRETE SHALL BE 8" THICK DRAWN BY: RJD I I NA TITt - pqT _ WITH B' COMPACTED SUBBASE COURSE DESIGNED BY: JFP 4-0_ _ 8'-O" I 4'-0' QUALITY CHECK: SCALE WGR�T HOMAS,DEAN&HOSKINS,INC. T DATE: 12/23/02 i 60'-0" w TD& ENGINEERING CONSULTANTS JOB NO. 801-036 -� Z FnLLS-'WH.IN1-I(MI$PEIL y°N/iW, FIELDBOOK 30'-0. 30'-0" LevnsT°" Iwo DOUBLE INLET APRON - TYPE 1 0_ w NO SCALE a 22' 0" 19'-0" NEENA 0 a 5'-0" 13'-0" 2'-0" g'-0" 9'-0' 2'-O" 13'-0" Tg'_p^ CAST FOUNDRY NO. R-32g5E HYPE DUTY 1•_0" CAST IRON GUTTER INLET FRAME, TYPE DL GRATES PROFILE & CURB BOXES OR EQUAL. to FINISHED 35 1 2" GRADE 1/4" PER FOOT 09 1 4" PER FOOT 0% 12 3/4't 3" °' CV W6X12 12 3/$3W 4" THICK J 4" THICK SDEWALCONCREK CONCRETE M4's AT 12" O.C.HALTIC CONCRETE SIDEWALK W6X12 EACH WAYGEOTEXTILE EXISTINGCE COURSE (2 LiFFS) (VERT. AND HORIZ.) "7 4" CRUSHED GRAVEL 4" CRUSHED GRAVEL GROUNDD GRAVEL BASESUBBASE LEVELINGSUBBASE LEVELING R.C.P. R.C.P. O-1/2" MINUS) COURSE COURSE .�_;.LUBBASE (3" MINUS) `VI a z H 22 WIDE ROAD SECTION ' v, < Lu o a a' 8' 12' -- a _> Z L 1 I IT S C A L E I m EACH WAY ao 0 Z Z 50_p» Z 4's AT 12" O.C. 6" - ..2,-0" 6• ? Q Q J J (VERT. AND HORIZ.) C/) N 21 -6" 3'-0' 26'-6" CURB INLET SECTION "B" CURB INLET SECTION "C" w N o w 0 7._6. -��28-0' ��� ��II No SCALE lk m 'Q:. 12'-0" 12'-0" 2'-0" 8'-6" 5'-0" 1a V W MEDIAN .2 ,_O,TRAVEL WAY TRAVEL WAY BOULEVARD 3.7 g• NCRETE CONCRETE CURB CURB k GUTTER h GUTTER 4 LAYERS OF 2" THICK, •"J 9` 2.0% 2.0% 3� Q HIGH DENSITY RIGID BOARD LOX 8'-0"INSULATION LENGTHS TYP INSULATION CENTERED ABOVE Q PIPE (OFFSET JOINTS) ��4 LAYERS OF 2" THICK, 4" THICK HIGH DENSITY RIGID BOARD Q 5 1/2"ASPHALTIC CONCRETE CONCRETE - INSULATION CENTERED ABOVt (� GEOTEXTILE SURFACE COURSE (2 LIFTS) SIDEWALK NEW UTILITY MAIN - �� PIPE (OFFSET JOINTS) _ NEW UTILITY MAIN BACKFILL MATERIAL 6" CRUSHED GRAVEL PIPE BASE COURSE (1-1/2" MINUS) 4" CRUSHED GRAVEL BEDDING 11" GRAVEL SUBBASE (3" MINUS) SUBASE LEVELING MATERIAL-/ COURSE TRENCH INSULATION DETAIL 1 SECTION A TYPICAL SECTION EAST 1 �2 DAVIS LANE r:-, ;1,IF 5 NO SCALE 35 0 8' I' IIIII I I S C A L. E CAD NO. R 801036-35.DWG SHEET 3j OF 36 EL 4661.1 EL 4650.9 N 10829.93 N 11696.611 E 5961.35 L 46 7.50 E 5948.15 _-'.l�•.r'"" 1080 .04 EL 4652.0 _ E 6011. P N 11695.49 JAMES F. T EL 4661.10 E 5873.70 - PIERCE EL 4658.1 - N 10813.45 Fj > y NO. 534SPE jW` N 10819.56 E 6021.18 3 \ ?`"c E 5967.36 EL 4647,30 ,,,fpJ,' i."r,r69^aV�d CF, N 11686.67 '',70tiAL p 68 014'% RIPRAP k N 6059.21 6 0• 1p PVC ® EL 4657.00 _ RP EL 4647.98 �' / 6" PVC - 3 r Q0Q \EL 4657.75 N 10821.95 EL 4648.50- N 11683.05 N 11684.93 RP ii 038% U I-czo N 10795.34 E 6076.54 N 11685.71 F 5887.16 E 5948.15 N t 1873.16 F' ® 04 ZOZ E 5987.33 E 5884.17 \ -- RIPRAP 0-4 01 RP E 5996.02 N 10801.38 EL 4650.00 3 E 5975.69 EL a6a7.50 N 11675.29 EL 4647.E /� N 6017.98 I 0 N 11657.13 N 11672.57 w z `r OVERFLOW \ E 5968.10� E 6008.12 W w H o a 6p POND CAPACITY = 11,100 CUBIC FEET OVERFLOW a a P' a rn � T/] W EL 4648.50 RP R=5 < 1- z RP EL 4652.80-� m POND CAPACITY = 14,500 CUBIC FEE I p LU m p� V RP N 11638.04 `, N 71638.04 / N 11647.64 x� w M 0 N 1981.541 N 1016.545 E 5872.01 E 5889.21 E 6003.55 Z Z EL 4662.2 -_E 5981.54 E 6016.54 - EL 4647.85 O<to (�J N 10763.33 N 11630.32 0-M Q z.w E 5929.30 / E 5935.77 O L) Q, `�' m 4 ' EL 4658.00 P p w ^a N 10765.8E 1 RP o y W Y E 5961.84 'r•N 10753.22 u1a cJ A w z q�1 E 5992.24 z a EL 4658.3 Z N 10758.88 EL 4658.15� - z m E 5944.27 N 10754.22 y RP � u.� w lr IY Cr E 5977.25 " N 10751.61 EL 4 2.11 WATER SURFACE IY U U 0 W d N 10 52.73 u1 u1 m G, E 5992.04 E 59 2 98 ELEVATION=4649.25 Z 3 4648.27 6 IN 1 1602.35 w0 4 o i EL 4651.00 X03: E 5984.70 N 11601.55 O O o E„ maw CL 4658.25 i-EL 658. E 5996.16 P Mat O N 10727.20 O O M E 5952.74 N 10,724.07 Ftj� E 6021.708 -2'-0 M3 REBAR \JI E 1011.09 , TYP. R=50' w w w POND D RP 000 / TRICKLE CHANNEL RP POND E N 11593.91 N 10717.0E R� / E B 4" REINFORCED 4 E 6033.99 m m ' E 6001.11 20• N 10720,720.58 CONCRETE - o RP E 6034.02 / } w w :n N 10707.78 EL 4658.82 4" CRUSHED GRAVEL BASE 0• E 5946.77 N 10694.97 COURSE (1-1/2" MINUS) E 5975.31 m m m - TRICKLE CHANNEL SECTION G o RP RIPRAP ,I DRAWN BY: HRF N DESIGNED BY: JFP ---- _ - - - - - NO SCALE 36 �� N 11563.50 I, QUALITY CHECK: p E 5897.93 10.0' DATE 12/23/02 EL 4679.55 _ WATER SURFACE � RP R_:" JOB NO. B01-036 N 928.94 ELEVATION=4659.50 --- E 5928.94 V�� EL 4663.00 6° E 5988.29 7 I LDB OK N E 4658.52 5977.71 NOTE: The detention pond discharges will flow into Cattail Creek, which EL 4653.8 N 106 . 6 flows into the East Gallatin River. The ponds are designed to N 11545.57 ' E 8.6E limit runoff from the subdivision to predevelopment levels up to E 5873.38 EL 4648.70 the 10 year storm. The ponds, their outlet channels and N 11557.58 m 648.75 - EL 4 tern porary erosion control measures are designed to reduce the E 5889.87 N 11543.85 impocts of erosion on the creek during and after construction E 5990.46 RECORD DRAWINGS NL1154621 LL 1v�3�NL1�526.21 653.30 N EL 4653.00 APPROVED ) ' ��//���g�/ E 5940.89 E 5940.81 E 5995 739 I I 1 S G A L E 4I5 � O m (h 2 MYAM�+7 �TI DATE -U Q 3' TOPSOIL, FERTILIZER EL=4661.20 EXISTING GROUND "� k SEED TD& THO ENGINEERING DEAN&HOSKINS,INC. Lo a w ENGINEERING CONSULTANTS W � INSTALL F.E.T.S. � WATERSURFACE ELEVATION Gro T F LS-90ZE"-Iuu U. uarvurvn «nSIna m. BUILD U DITCH 01.07L Z L TM iDu1G EL=4650.00 EXISTING GROUND TO DAYLIGHT Z 0 ENV=4657.50 INV=4657.00 0 Z WAT R SURFACE ELEVATION _ 68 L.F. 1 PV PIPE 00.7�3:. _- 12. 4" CONC. EDGE INV=4647.37 PROTECTION W� INV=4647.50 4" 35 L.F. 6" PVC PIPE 00.38% Z EA4CH WAY012 G.G. SECTION A RIPRAP _ - -- Q O Z 6" WIDE x 10' LONG .0' INSTALL F.E.T.S. NO SCAI F I 4" CONC. EDGE m Q 36 #4°HAWS°012 o-c. SECTION D 6IPWIDE x 10' LONG � Q z J NO SCA-E BERM F 15°° 36 Y W LL 3"TOPSOIL, FERTILIZER, k SEED EL=4661.20 LIJ N 4" CONC. ___ _- W/EROSION CONTROL BLANKET ft w m p� EDGE PROTECTION - 4- 4'1 15.00' WJ4 BARS 0 =4 9.50 TOP OF 12 O.C. EA. WAY BERM L) Q 10.00' POND BOTTOM 4" CONIC. 3"TOPSOIL, FERTILIZER, h SEED EL=4650.0p J EDGE PROTECTION W/EROSION CONTROL BLANKET 10" PVC 3.00' WZ1O.CARS WAY- - ---- - 4' -- 0 INV=4657.50 p EL-4649. I XISTING GROUND I EL=4663.26� SECTION L7 POND BOTTOM O \ EXISTING GROUND EL=4653.30 INSTALL F.E.T.S. I'[' '�'`II 36 J 12" PVC 3.00' 10.00' a INV=4647.50 I V 4:1 TRICKLE CHANNEL 4 I INSTALL F.E.T.S. SECTION E 55 L.F. 24" RCP PIPE 00,609. _ WATER SURFACE ELEVATION=4659.50 - _ WATER SURFACE NO SCALE 36 =74. 24" RCP PIPE 00.30% ELEVATION=4649.25SECTION C INV=4658.52 SECTON F Nv=asaeso 10.00' RIPRAP NO SCALE NO SCALE 36 CAD NO. R 601036-36.DWG SHEET 36 OF 36