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HomeMy WebLinkAboutSID 406 408 409 410 411 412 CITY OF BOZEMAN , MONTANA PAVING & STORM (DRAINS SPECIAL IMPROVEMENT DISTRICTS 4064 408,s 40941 410,s 411,, a 412 ) t /6 Prepared By HAROLC HOSKINS P ASSOIATES en9i nee , i nG conswia „ ts G�c` Great Falls , Montano Greeley, Colorotlo Lincoln , Nebraska August , 1959 P` C/rY L/M/rS Q OAK:r o e 2 W.B/RCH 2 E.B/RCH I i 2 GALLAT/N COUNTY FAIR GROUNDS j. Z W.HEMLOCK Sr. � I H J y � a - o W.JUNIPER sr. O 2 W. TAMA A ~ o TAMARACK STREET y •1 J � O 400 BOO 2 SCALE Q W.ASPEN ST. 4+ I., ASPEN STREET ~ [I NORrN S/DE? , 41 Z OUTFACE Q DITCH BALL PARK j J C_Orl'ONW000 STREET Q 42i 42i j LEGEND z DZIRSrON EXISTiNG FACILITIES ROAD Q Q PEACH Q STREET SIDEWALK ISPECIAL IMPROVEMENT VERTICAL. CURB_ DISTRICT LIMITS Q CULVERT _ ----- I DRAINAGE 1 NirriEa lV SNORT I STREE J j y FENCE _ - -_ - - IMPROVEMENT SCHOOL 2 ' -- W W J v STREET SIGN- - o �. S.I. D. 408 = ' I. Q p I y O v = FIRE HYDRANT_ V I I, I H I 3 � Qi Rn CURB BOX OR WATER VALVE S. I. D. 409 y , q I V' 2 ~ m REAL L {3 � � tUQS POWER OR TELEPHONE POLE 2 2 Z Z V/LLARD Z STREE = 2 `© �© R TREES 8 BUSHES-__ OUTFALL I = PAVED STREET. I � DITCH W INLETS o _ BEALL � STR p � j MANHOLES_-_- --- - -- - -- - _ _ Q Q QFLAMME 2 u L�1 �� STORM DRAIN STREET - PrA SANITARY SEWER _ GAS LINES- L— WATER LINES w I I MENDENHALL STREET DITCH PGALLAM COUNTY IA STORM DRAIN - cacLAnNco. I PROPOSED STORM DRAIN MANHOLE _N/GN SCHOOL Z W � COURT NOU� ARM _ _ J STREET PROPOSED STORM DRAIN LINE_ + o �'- U.S.HIGHWAY NO. �-------- -� MA/N PROPOSED INLET PROPOSED DITCH_ - _ - _ --►--► KEY MAP CONSTRUCTION REFERENCE LINE -- -- — C/TY OFBOZEMAN CURB a GUTTER TO BE CONSTRUCTED IN OTHER S.I.D. _ MONTA NA - Bv_ --_ DATE- -__ DESOR REVISIONS DRAWN--_� -_ JOBNO . ---� HAROLD HOSKINS & ASSOCIATES DRAINAGE DISTRICTS N0.408&NO.409 33 - '�- c. 7lp av _ DAre._ DescR.— —_. ._ __._. _ _ —c-DOF. ldGG/ FILE NO. ENGINEERING CONSULTANTS DRAINAGE KEY MAP 81 LEGEND P'_ DATE DEsDR— _ 6__ SCA�E__ —=���_—__._ APPROVED_ G F.B.No_u=Z� GREELEY, COLORADO LINCOLN, NEBRASKA BOZEMAN, MONTANA SfiEETS LEGE/VD EXISTING FACILITIES SIDEWALK_ - - C/TY L/M/TS -- --' - VERTICAL CURB - ---- CULVERT_ _OAK ST. PENCE Q Z O STREET SIGN o E.BIRCH�' W B/RQH 2 - 2 �- SIRE HYDRANT 3 GALL ATIN COUNTY FAIR GROUNDS F CURB BOX OR WATER VALVE_-_ _ 6 �' POWER OR TELEPHONE POLE-_ Ly i I Z�W.HEMLOCK ST. 7 � _ - O 400' BOOT TREES a BUSHES_ _ _ _ t: v SCALE PAVED STREET ��........,., - W.JUN/PER ST Q INLETS o -- ----1 i Wa MANHOLES_ _ O� STORM DRAIN W._TAMARAK. 1� TAMARACK STREET s— SANITARY SEWER -- - GAS LINES- WATER LINES _W.ASPEN Sr. ASPEN STREET - - - - DITCH-- 4 OR rH S/OF C W I UAL L PARK _ P A V I N G 4' j j COTTONWOOD STREET Q, , ---- I PROPOSED CURB a GUTTER_ --- I J I PROPOSED EDGE OF ASPHALT (No curb and gutter)_ fit,;it �I 4 DURSTON _f -— —- - I - __._ - _ROAO � � � I I PROPOSED CONCRETE ALLEY APRON W STREET ! PROPOSED I QJ CONCRETE VALLEY GUTTER - --- - . CONSTRUCTION REFERENCE LINE_ SHRT ,'STREET J J y MANHOLE TO BE CONSTRUCTED IN OTHER S.I.D. _ SCH OL �i I L �I STORM DRAIN TO BE CONSTRUCTED IN OTHER S.I.D.---._---- -CT Q fl Al 4 INLET TO BE CONSTRUCTED IN OTHER S.LD.__:zt _ _ --_— �! J DI ST. Q OZ N 2 ? 2� I VILLARD �ISTREE PA I LIST OF BENCH MARKS J-� 411 c)r i Q B.M. NO LOCATION ELEVATION —L- �I�_DIS 412- BE-ALL C ST,4EET. ---_._ � I-- 114 MAIN a 8TH 799.40 113 9TH a MENDEN HALL 790.27 . I _ 216 MAIN a 9TH 794.51 I I —1 4--:; LAM E L _STREETI nJsPraLL 217 IOTH & MAIN 797.15 - 21 MENDENHALL a IOTH 790.95 10 19 7TH a LAMME 801.56 102 GRA D LAMME 785.00 MENDENHALL j._ STREET LL -- j -- -- -- _ I06 3RDN a aLAMME 788.13 16 PEACH a 3RD 767.35 GAIGH S COUNTYGA—AT/N CO. 197 4 TH a SHORT 771.62-- N/GH SCHOOL ^' r i ! COURT HOUS('"' i ARMORY MAIN r'° ! I 109 VILLARD a 5TH 787.89 S.HIGHWAY NO.I9/ T j ----- L _J t__ STREET) _ - L 108 5TH a LAMME 796. I r-- --- I � r 1 *h--, r-- 195 DURSTON a 5TH 4. 101 GRAND a VILLARD 7 'I KEY MAP CITY OF BOZEMAN NOTE: District 406 not shown V� MONTA NA --..-- REVISIONS T_------------- --- —_.--- - °ArE °" 4"'� s9 �A �PAVING DISTRICTS N0.410,41181412 D DATE DE- R. G-Z�� HAROLD HOSKINS F3c ASSOCIATES r:nu f7a w� 22,— .vw 1 ENGINEERING CONSULTANTS gOZEMAN, MONTANA PAVING KEY MAP 81 LEGEND, BENCH MARK LIST D- DALE Dc.,cu.- 1,..-z96 GREELEY. COLORADO LINCOLN, NEBRASKA GENERAL NOTES PAVING /Al/ curb gutter return radii' ore /5 feel ineosurebr tap boe.F of eur6 un/ass afherwise Hated. Z.A/!curb of corb SCHEDULE OF APPROXIMATE OUANT/T/ES un/ers ofherwise nolc`ro' ff A// curb € gutter o'imensiorrs ore fo bocF of curb. SPECIAL IMPROVEMENT DICTRICT NO Location of wafer vo/vcs rs oporoxrinotc. DESCRIPTION UNIT S. Quantity Goxats; Stations shown the yuonfiiy 406 408 409 4/0 4/1 4/2 rig boxes on each sheaf c�ra from /io of yuffcr fo C r fc r_ rcrr�oyo/ _F_ �__ 3 95 76 /iv of gaffer of /i�tersecfiixg streets lr�fersecfian Corrcre•% wo/� Sri` cwc removo/ S Ff. / 950 5 4046 7970 quantities Ore genera//y shown on 1ha rrorfh s/ iir e rc r v/ / Z south streets orb/y. Excapf fbr fhe square yards of povernenf Through the b/oc/r, fhe in �e/acofi n f s/ree/ si ns E. / 5 these stations connaf be dii ecf/y o op/i�d fv co%u- Ad s mor;ho%s rc✓ E ILI AVIZ, fhe correspondii�g qumnfifi�s. Through the cr D 6/ocl, fhc difference ii� These sfofior/.r opp/ico' fo Gi/ f r vo e 6ore.�'. ii� o%ce E. !O fhc rndicofed width resu/fs rh fhc Quorofiiy shor✓rt Tree ,-emovo/ _ Through rrrtersecfior�s rig cydd/fion fo o gciorr rty D•• _6•• Eo 5 27 figured os above, the orco bounded by The /ios of gaffer axfended and fhc curb return has � "/2" Eo. /6 been inc/udad, (here beii�g frvr such nrdos ii7 /3"-/B" _ Eo. ee o fy 24t" _ o Curb d gutter Quonfiti�s vary wifh slot/on cliff Z5 O" d crcnces os fa//ows: /" -36" Eo ! pn cost- west streets, fhc ri�diccrtcd quantity rs C biped curb /far i� /ace L.F. le4le O B//7 22 075 js genero//y figured between the PT. PC ri7 any lnfe ro/ curb ir/ /ace L.F, 49 33 2¢5 given block with oparopriotc deductions for 352 /5/ aprons, white on north-south streets, fhc �uonfify given ri7c/odes ri7 odditicn obuffii� curb refurns o/% after ii� /ace Yd 39 g Gorrcr -_wra/_/rs odri✓BwPS/�_ $q Ft Z - ot street ri�fersecfioi-is /.3�__ _ _ _g57 295 / S 2944 CJuontity stationing r.9 ri�ferrupfcd of rrsid 6/oc.F for Ex oVGfior� C.Y /50 /B20 O 9D o/%y opror�s of fhe F?C. � .% of Qpron rnfagro/ curiz The infegro/ curb q�onfify rs fhe /cngth of fhe two u drori�s r� / ce L.F. 50D SOD 5.5' radius returns; lfio apron quantify rs fhc tofu/ 5 borrorr�5 wrffi / e ir! Ives L.F. 50 5O corcrefe surface area /e95 That Token up by ihfcyrv/curb. 24" C.NlP. ire /oc L.F. 7B .mac/ocofc irr/ c�fion arii'�c/i G.s / Svf 6osC course oferio/ ii7 /c7cc C.Y 725 7/30 B30 25 ose courrc mode ro/ in /occ Ton 263 290D 720 0 As Lio//ic Co_ncre�e 6i der�suca course in /occ T 2B0 2rf0 52 366 f1s ho/Tic ccrrlenY� Go% d2/D 4B 75 4 O 5500 DRAINAGE / A//Proposed .SfOrm droii7 rir/cfs ore TyPc A:' Bi>�urr;inous rime coot rr� /occ Cia/ 5/5 70 9260 640 2 A// curb E guf/ar diinarisions arc fo buck of curb. BisLurr�ir/ous foc.E c t /i� /oCc Go% /70 B90 3080 2/O 3.A// reinforced concrafe Pipe is' C-75 un/ass ofherwisc nofeo! `t/ofar opP/aor .t'1.Go% /20 d50 750 60 rl9onho/es in /occ - e .4" �'de fLi Ev. 7 9 6 ro o'e �h of c�r�ho%s T e l%F. ! 8 Exfry de rh n /e e {!F. /ace r e " 3� OnrJCc/ion fo cxis�n monfio% Ea ! Pi c cord n mofcrio/ rh lace C.Y. 75 -60 A38REVIATIONS eroc e covof C.1! e494-19 Ouffo// difc/i ! .5'form droii�s ii� occ SYMBOL FEXPLANATION SYMBOL 7 EXPLANATION - -- - ----- ---- L.F Lri�eo/ Feet !!P.l. _f/crfico/ Pori�f of /r�fersec�ion /5" R.C.P (C 75) GF. 3805 9B7 vF. _!/crfico/ Fest KP.T. !/crfico/ Point a,/ Tangency /6" RC..R (C-75 Z.F.- 6B0 SF arSg.Ff._Squora Fccf !/.C._ —I/erfico/ Curve 26" FLC.f? C`75) G,F. .3 / Sq. Yds._ __Sguorc Yards y/O. ylio'r�'/e �idrnofc o/ l/Grco/ Curve 27 G.Y _ Cubrc' Yards Go. GogC L.S.— Lumo Sum Pvm� Povcrrrcnf Ecs Eoeh BM— Bench rfilork Cone.—— Gancrete d/o. Oiorrrcfar �� $to.— Sfofion � — F/ow Lima R.C.P .Qe/rrforccd @ncrefa P;oa T.c._ _ Too of C�.rf E"/avolion �_ C.rl9.p _ Corrugated ylefof Pipe Const— Construct ,f9H �/orohole /B — — Proper/y Lri74- �® P.G._ Porisf of/lansanfo/ Cur vofurc S—— S/opc 1a1��✓ P.T. Pori�t of Horir-onto/ Tonycr�cy Or:_ Ori vc �'' Rl._-- poii�f of ftor/FOnfol li�tersecfion Ave, F�vCr/ue KFZC. l/erfico/ Poinf of Cuivoturc 51 _SfreBf _.�..REVISIONS ---- .... _T - -- HAROLD HOSKINS & ASSOCIATES ' 33 sHen ea By_ �, or:,�a ...__—.-- _ _._-- -_ o.,E.gUg�sf %9s9 oR,w� _moo_•__ ,� •� G-z76 � S.LD. NOS SCHEDULE OF QUANTITIES, ev_. ueic nr IR __ -_._. _._. _ _ _ _ .. ri�eu o L1.F. firGU e - _ ENGINEERING CONSULTANTS ev-_ UATC_. or-s a _ _ _.___ SCnL¢.._..r(/orl4-- _._ APPRO o_ _ r e Rio G•27G GrEEt;'Y. COLORADO LINCOI_N. N BRA. KA 1 406, 408, 40% 410, 411 & 412 GENERAL NOTES 81 STANDARD ABBREVIATIONS s�,�E.S 3 -- �4an1701e /I/nq Cover' \ 9 3r.c,< wd'f 'o be! I /{VOTE See delaiY lhi5 sheet 1/orEs� aid raidia//y pace "5 bars as shown. /' 4B"RG,oioe (G751 is used to.� Te.�mina{e ;�ei J�arcing J9 eel manhole sidewa//s, holes for connect/gig i om fop ;oerio.hery. s{orm drains and in/ef oioes to ore-casf fopl - marJho/es shall be pre-cast u.,7{ess d5l I___ a I,Y V'0-2.ho/e fop shalt be ,ore casf, wee ofherrvise app,-o✓ed by the E�gi�eer his 5heef I 'j Over o'ep/h of manho/es w%il be o paid for of The unil bid price try "o _ ;7—I—L -- 7C pcoe ('C 75) Bed gore casf', 2 _ �\ —— w lh ore cast nofches fop in rnor,fa / O Y for slo^m drain, or U 6" unre,�torced � - concrete casf in 11Y/a thole �feos �p ;�O ,o/ace. 48"Dia. 4% _ S e defog' 0 i' G�ouf i! pre- of it o-e- _— casf cas/ Kra//s I / a-e used 1 \ �1 I- � I PLAN TYPICAL PLAN OF MANHOLE > 7 ore cas' walls are " 3"10'(4) _ _ 5'-O„pia 4 'used {hese spaces .5'6"ora. �15) .5 d' 0'a. 4 A __ .sha/f be 541ila6/y 8o{tom m.oy poured f:;ed with concrete ELEVATION mono/ifhica//y or in or brick __ lwo //11-f5 a/ cOnt aC{Ors oplian. MANHOLE TOP DETAIL MANHOLE : TYPES A & B - Sca e: q=/.o„ O�inens:bns marked thus (A) apply fc � Type A Mar,ho% d.' en5ions marked - f„ fhus �B� aop/y fo type B tilanho/es r ] 4 C r7lT I A II A Ili t/ B 8 o�e s 22„ � _� Weight of Co✓en= /70 '/ i I LII � s �tfan,'Jo% be SfepS shall ��- PLAN aligned plumb and spaced I I ��-� e I\i /5'acarl the lop 5feo shall t I I 1- f be 6" below the bollo-7 face 11 4 X D of the ,-»an,ho% /id where - SECTION C-G pre-casf lids are {o be used The bol c-n step shall be �5 �Cover_ gearing surta a max,"mum of 2'-6"above be msc o the /owesf manhole. V,91'7h01e steps shall be paced when SECTION A-A SECTION B-B ho% is ,poured or cast. 34" MANHOLE STEP DETAIL =G SECTION MANHOLE RI COVER --— TYPICAL DETAILS 33 --- --- I MANHOLE DETAILS ,qeq f ST n>w„ Q/9% 4f-ST HAROLD HOSKINS & ASSOCIATES I . M N OLE DE S i - ENGINEERING CONSULTANTS W E LINCOLN, NEBRASKA , BOZEMAN, MONTANA GREELEY, COLORADO k' NEENAH R-3246'B CaSl catch basin %n/e/ Fran J24"Concrete , grate or Curb egua/. Curb e Gu//er Top'of 24 Concrete to be modified as sec Curb Gutter 6"C/ear I/ertica! 6" Qporox. Weight= Frame O,oenin f�� Grate Expansion Tn/et 5,0 Transition I 9 2" ,drovide 2 s/ofs and / B j Boih Sides I ti 50 as /o allow /"- vel Section Bo/h Sides j Norma/ Curb .5eC11012 _- T adjusfinenf. A - I `r\ 3"Gutterp //fs� 4ve p`L��e Sz` Concrete d a' o�/y 4 Fi//et a I n oioe %�cafion v t o v . F?ernovab/o I� I may vary o. 1,5"x 36'Grate; Q LoCaf%O(7 8 3 PLAN - - - --_��— = - i-- �Keyed To of Y I ; EXs�i�g c�odB7 ���/r SECTION A-A SECTION B-B ti, I _ o INLET TYPE A 'I V �l/o Sco% Trv�i Guord sac + be%wIq TYPICAL SECTION-IRRIGATION DITCH No Sco% % cc.,obeUwyro,-- Gr'Bdeo'for 33' minous Cootcd O V) SIPHON DETAIL . /Z fIs h®/fig CorrcrPfp yjGl/tale COGrrSP I $co% �z",'i,�.' 24"Concrete _/ "As ha/tic Conn-efe Binder Cou/se !TC-/ T2ck COW/ Curb Gu tter P ` � �--3"Cr✓shed Grave/ Base Cararse / MC-/ Prime Coo f I R 9"liushed6'io'✓e/.uoba_re loctise, if/S>age Exca✓atior� /�equiredby Eay.r�ePr.. \ � 3i�' Sub9rade L-lZ'CrushedGrdre/Subbase Courss'%f ZS/a9e Edca✓ation ?eyuiredby Ei�9inesr. —_ _ P/ofe Sccfion W®/dad WIT -*/.4 11 N \ � °if I R Tubing or � TYPICAL SECTION NEW CONSTRUCTION Nat io Sleie 0 \ Ends bcrrf /o cc HINGE DETAIL PLATE 81 HINGE PIN DETAII GRATE DETAIL TRASH GUARD DETAILS p/or✓ L ocotion or 5 hcct No.30 RewsioNs HAROLD. HOSKINS &`ASSOCIATES te, y/�I DATEfiu �S>l /ss9 OW ENGINEERING � ����i11R�P PAVING & DRAINAGE DETAILS DESC9.. g DBAwv. .-.�r:o G-296 _... CONSULTANT / �M AN.O. BY DATE..._._ .... DESCB.. _ _ CMECAED -. �. vC ENGI _ 5 '" TAILS - -- AS ShOyyr/ L/ GREELEY, GOLORADO LINCOLN, NEBRASKA ' ° V2E M.ONTA NA •�, ' BY_-.� ___DATE__-_ DESC B._-. .... _... SCALE _ _ _. AF�'BDVED �'F1'" r.B fi0 G-.Z7G - y� t, 4 , > h o - Pdrkivay i f'-'move exisfir�� ascha/ i= Par�Fmer —NeW Co�cre e Cisr�i t e�uff�r Tf� or"aPProx `mite/y these >'_r e the by 9 oeel- q i k 111 , i i i 6 + E1 „ Pl S' CO,?Crele iNa/k S'Coacrete W�/,y y rri� r.Irb p _ s Tyi: Nel'v ref c - TyP�a/ ercr�nsior� INTERSECTION RECONSTRUCTION TYPICAL INTERSECTION LAYOUT b 1 �.-v_.4;c _ �=�:e/e/;a✓ernEnf --, �`—__ —_. b';.:r;_ cour:-t — _ , r ^ SECTION �ooi e , o o � � 4"p«ie� if4"be/i�sp;yc� � �a pipe u ed, �'.+�,;i � �.:':.•� !i���gr-s ':-ur6 -,faint sho+// b�{i//ed °' n � / /it`d kicr Yel_c.�.,f! it.o.O/' o v 'q'sudoer cab r2 �{ hiriee 1119 oirl SUBDRAINp PLAN CONCRETE VALLEY GUTTER REVISIONS D?riV. G - •+ %' . ,..... 33HAROLD HOSKINS & ASSOCIATESNE ETAISPIC � 7PAVING^, a pETAI hS ENGINEERING CONSULTANTS Bb2EMN4 MONTA�Ao�Tc c LINCOLN,7. EELEY. COLORADOz�6 -- r: - An a _ ;�� �,,,� si y���.: �`��_ .., .,w•-- �; . ; 2� -- ----- , ,o.�I emenf � �- - -�„� -- xisfi g Poadw ,/ ah nJr/ima r"or / •�\ 3 curb 5ec/1o1-7 arXd a aroo Q/ + curb sec/fon shall de .3'-0' c-. (D' I p 1, 24Y S/reef rvio'fh as shown ors P/ar-�rofi/e shee! _ CONCRETE CURB & GUTTER -TYPE A CONCRETE HEADER 'Y5• � Alley wio'fh varle5 /4"fo 20" — �Ki t �✓ffe ciow Line A _ _ lrsries _ f — _ 0" - 5"-6"i- � .. o" _� �� Exisfing Concr•efe Gt�a/k � � S/cAe.�¢//�o r CONCRETE WALK Curb i,. fo vary from curb .ine /o o" of hl, walk line. - !24" CO3-2C1-e/e e r, SECTION A-A Curb $ Gut/er ",3 "' Exoarision Toro/ A ` Exoansion Toinf /� @� �Can,finue f%w line or qu/fer ` . ihrough a/ley aor01-2 as shown PLAN TYPICAL ALLEY RETURN REVISIONS 0 �_276 HAROLD HOSKINS & ASSOCIATES TYPICAL DETAILS PAVING DETAILS 133 > _ DATE__tY/J UST /9.5,2--QflAWN Ow - -- --- ----- ---' -- g A��. ENGINEERING CONSULTANTS 7 I A PDVFD fl;, LINCOLN, NEBRASKA BOZ EM AN MONTAN A scaic 'IS S`IOIV/7 ArrrovtD ,•�f',4` E.e.flo G-27rc GREELEY, COLORADO r; 7Z � a Im Im I � to I I II ------ ow ;co z oo I I — - - ---- ---- ------ -- - ----------- �o J I To Cur6EG�//er•L.F. .�ovem.-n Ir��egi-o/ `� ` `1 V M � � � � Sto Sfo Eos�_ /'✓es� ire 5' Yos' ui6 L.F, y U0 o Q *290 5+.5Lt0 52/.D_ 52/7 7: — - -- ------------------ o wko - -- LL REVISIONS / 4if 7/0 .DATE. — pESCR. -..- OATE.AG�^UST L955 PRAWN.GO._. -. JOB No �J- Z7G I G F-iAROLD HOSKINS & ASSOCIATES PA 06 _ _ _ _ - fi�r;z. /"+50' CHECKED-.' F,-JF U_ FILE NO. PAVING DISTRICT NO. 4 DELL PLACE 33 ET SHE No. p ATE __ pescR.-- _ - - ENGINEERING CONSULTANTS on-E _- pescR.. _ scALE.Vt�t� =5' AcrRovep. _ F.e.no.v-Z76 REELEY.COLORADO LINCOLN. NEBRASKq B 0 Z E MA N MON TAN A 8 SHEETS PIAIE 'lAN MM �. ,aA Fs NAu•Nc coRr.....p.E�S�- . ------------- 44 f SIM-AILx AL 00, 1 6 PI \ - ~ . _- �.; __--m�s= == � _= ice ® �� �� ■ �® '-;�; .. \yHEam -- - _:_: � = INS _ Em Kim___ $OEM. on � ! .01 _ MOMMEM MOMEE ME ME ME WPM MEME ME No am a ��OgMEN ELSE _ On mo -- - _ BOW mom ME WMWM m ME IS ESE G. NamREVISIONS__ _ ---- ME _ � ��= MOWN ., • • - • - l �o v kg 14 SN h IN o � � 60', ° � 1� ° \ p � ��N& , ry�'A ° 60 ' x � � II \t • Y t�x hx�x x e l l YV t �Y I � ^> �x ;I I I s— .G2 N0 A!/E /f/ 3P0 117A2 n c /5 PCP G G c 11!5�/OPT 9T.-- s w w w - ------ 97 -- ----- - - ---- - - 1 -- ----- F N r- ---- r /i ld I I 111 / I \ '� I C I �°y� 0 �m I - _ - - i - — o O u A. tMv —EEL= X n ME - J. /5 Aoo /7 REVISIONS DATER s i�s9 D DRAINAGE DISTRICT NO. 408 SHEET NO. Rr -_DATE __ _ -_ DESCR _ _. -_ gu - RI}WN_ -f!/1/.,- JORrva,. G-Z76 I HAROLD HOSKINS & ASSOCIATES N. GRAND AVE. W. BEALL'ST. -W. LAMME ST. 33 Rr DnTE _ DEsoR._. h /=80' CHECKED_r75EHG.U.. _ FILE rvo.. ENGINEERING CONSULTANTS N. 3RD AVE. W. LAMME ST.— W. MENDENHALL ST. RY _DATE - ____ DERCR. SCALE. YCcf "_'�' APPROVED- -- F.B.NO. G-Zl6 GREELEV,COLORADO LINCOLN, NEBRASKA BOZEMAN, MONTANA W SHORT ST N. 4TH AVE. —EAST TO ALLEY SHEETS 10 PLATE 1-PLAN-PROFILE 0.P.R.A R.E CHARLES RMIMIMC CO.PANY.I- �` Ouch Exisfiiig G�odc 2 2 A. TYP/GAL O/Tcy 5-ci Na Sco% 'tI '�• T= 29.6' 2 � � � S Y •T V sx �_ ww d z i T=B0.6' qn O VII 40 1 - - I _ I I w x �zj - -- - — -- -- > m . w lo f .. _ __ �..`C .._.— 3 4 5 6 7 B /o // - /2 L3 /1 /5 /6 { REVISIONS 14: usr'../959 DRAWN r•. ATE UESCR.. _. __.. PATE 4 !/ytGO. ,Deno.. -li-zz6 HAROLD HOSKINS & ASSOCIATES DRAINAGE DISTRICT N0. 408 EETN �:. -are __ DESCR._- _ ___ _ Ho z-/"=-a CHECKED.LTE jF`KY e-l.. FILE No._ __ ENGINEERING CONSULTANTS N. 4TH AVE. OUTFALL DITCH I. 533 sN oESCR- SCALE- Vaif./"-5' APPROVED — F.e.No G-276 GREELEY.COLORADO LINCOLN, NEBRASKA BOZEMAN, MONTANA II PLATE 1-PLAN-PROFILE B.P.R A R.E CHARLES BRBNINB COMPANY.INC. Q � a v -------------- \t n.I �•� v V�\ Da0 u a u oI y �,QR �0 N t h h b \ oa 1 h I � � •V •v v v � � , hAAI � �, � � a a i ••i aqy. 37' I ryN i Qi ii i i � i I N$ N .vh 0 mN ^ NVa �h N \5 hn �� � �� y \ � y ., ,� y x • y �yy , y x \y y y O,y � � 4 r y x � y y y y y 1 1 I 5n x m ro � Z Z nvv444..^ o z w o - - - — - — - - - - - - -- Ll TT - m�aai� -- - — -- -- ---- - - - --- -- --- -- - - - -- - REVISIONS Joan.,. i z7� -.. HAROLD HOSKINS & ASSOCIATES DRAINAGE DISTRICT N0. 408 N. 4TH AVE. BY DATE. OEECP. 9 DnrE- Desca.. f/o.� /"=30' exccKED L76 �s'���___._ FILE NO.- -- -- .-_ ENGINEERING CONSULTANTS BY _ -DATE. DESCR SCALE_ I/6 /'�=s APPROVED -._-_. _-___ F.A.NO.--lA-Z70_ _. GREELEY.COLORADO LINCOLN.NEBRASKA BOZEMAN, MONTANA NORTH OUTFALL DITCH — W. SHORT ST. 9XEET5 PLATE T-PLAN-PIWIFILE a P.A A A.E h ,� m so' a,�`^ , � � -� h � � �, ��• ��o,�, a h ,� �� �, sa' ;,bum � � �h �� � � I , G " �xlb� l V i ! EC' IVI ili i�i i`i I 1 4 0 0 Q Q J > ; -- --- ------ - -- ---- ----- - - ---------- ------ ----- ----- ------------------------------------ - --- 6 -G- ---- ------ - - ---- 0 � I mm - - w I -- ------ - ------ --- -- -_ - ----- - - ----------- ------ ---- ------ ----- ti----- ^' 7 � � h i vv a, v 1Q i ps V b � � hO �$ oLL- tix �� xGoti x�x x x — - -- --- — — -- N - _ — — — -- -- - — - .-. _ I ' I _ I I 1 --- - - — - _ _ 1 { I I ; _ - !O % /2 /3 Ax /5 REVISIONS oArelu _ l.9sa DRAWN_//.4%��:G.Q- '08NO :V- 27a HAROLD HOSKINS & ASSOCIATES DRAINAGE DISTRICT NO. 408 N. 5TH AVE. DATE EEEEn.__ __ - s+� 33 . er. 1A1E OEECR.-.. _....._._. __ - -- - ---- scsl[.varf.. !� 5�'. CHECKED- �P DF, cXGU FILE. O.G•276 ENGINEERING CONSULTANTS Er oATr. DEse11... _.__ .__ - - GREELE V.COLORADO LINCOLN, NEBRASKA BOZEMAN, MONTANA W. VILLq,RD ST— W LAMME ST. sN[ETE Pi AfE I PLAN PROFILED,n an K Boa N' - o � m 0 �aNv� 60 v H k-�6 -----------J__ W_ W_ Al ��711 HZ. 40' 2 . Kati ova 42 Zk 4_9 o AVE- -6. MF _DailDESCH REVISIONS DRAWN �:3WO� %e 1YA1 JOBNO HAROLD HOSKINS & ASSOCIATES SHEET NO. D�Tl DESCH CHECXED-221�.,� FILE No.- ENGINEERING CONSULTANTS DRAINAGE DISTRICT NO. 408 N. 6 TH AV E. 33 R SCALE- APPROVED- NO 3�-07,6 0 LINCOLN BOZEMAN, MONTANA SHORT ST �4 DATE GREELEY.COLORAD - PLATE 1-PLAN-PROFILE O.P.H.&A E NEBRASKA DURSTONRD. CHARLES OWNING COMPANY.INC ^ten ro @h IN rZm W�r o�j�°z��I Um�i �I__..,emh�s-�r•,er�N�Ih�tNII'\�{VVS w,'Nq\ b S-35 P72'N I'I m���^�qtiqAr p\C�a�i�r ���x. ��•--- \—IV'�l-wnnxi��♦Nxf—��ti? �V\ nn—^—S*�y ,' w w��•-M-•� ��_^^x1�a hh�r dti\`'M$.- -_-�.=_ s s j ba I �8r h�'x4•0�r4;10�, x o a N h 49-70 77=- NY r 7i4ll h IiII� ,NIIIIii I Ii Ii 'I q^x , I _ I — t^ 3 ¢ REVISEET I IONS b �< I HAROLD HOSKINS & ASSOCIATES DRAINAGE DISTRICT NO. 408 DURSTON RD. J'! 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DRAWN_—VW .ca JOB No G'ZZ6.. HAROLD HOSKINS & ASSOCIATES v P^ DRAINAGE DISTRICT N0. 409 N. 8 TH AVE. SHEET N0., Rr -DATE oncR. ,Sri/ _/��• cxecNEO_F.E' �_Hs1L _._ FILE No ENGINEERING CONSULTANTS I BY narE oescN. sceEE-Yai'1- /"'S' - APPROVED.... __.._ _ _. P.O.No. G'276 GREELEY.COLORADO LINCOLN. NEBRASKA BOZEMAN, MONTANA W. BEALL ST.—W. LAMME ST. 111` SHEETS - - PLATE 1 PLAN PROFILE u r x,x t i•. v V :!r ��ay ��a f s��� �o�� of o�4ii oi�^/i � n o� � q,�p'� � � h � Q ^fie, � � �• 45 f \�275 ti 6 M 6O, q 9a, q N 0 b� I n Nv yNop NnyyN 7' v K ql h v w0 O b hq m� h �I b O�G� I w N f �. 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NEBRASKA BY-..-_ DATE_--. - - - DESCR - PLATE 1--PLAN PROFILE 0.P.N.A R.E - v c RLES 9ROxINC CONPANY.