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The Headlands Subdivision
, 1VION ONA THE HEADLANDS SUBDIVISION RECORD DRAWINGS For„1 VICINITY MAP °•"�"^ N,(fon,l _ °,!l,Ifn for,Il N.F. WIlsallll fLltt« T1de�t �BG; Logan &ndg., re nhattar can clydy aan. z e Fo i s 9- BIB Timt>e ' Week AmAam s'e elgraoe 288 815 e' 64 BOZe Livingston Gallatin No.ri. GMii y 'Quint■ i D B„v,in„tl �' WrNM1 0 Ennis ev w. i y: Sk1AryA i es o,lrerfn N,Non•1 64 N,llon,! Cameron ft Sky F.ry,r INDEX OF DRAWINGS Fort Colvin BPmps F�COVERNDEX OF DRAWINGS,VICINITY MAP AND PROJECT AREA MAP 1� am ne Ga�laer coo CI.O SITE PLANiiiA 9 C2.0 WATER SYSTEM SITE PLAN AND SHEET INDEX fans C21 WATER SYSTEM DETAILS pao.,nM N•,O,n C22 PLAN AND PROFILE FOR WATER SYSTEM OF HEADLANDS UHIVE STA-0+50-15+00 wrB.�e �••^^' i YEtL WSTO C23 PLAN AND PROFILE FOR WATER SYSTEM OF HEADLANDS DRIVE STA 15+00-23+69 Ne Nf il; PROJECT AREA MAP C2.4 PLAN AND PROFIT FOR WATER SYSTEMS OF TURN AROUNDS ON 025 PLAN AND PROFILE FOR WATER SYSTEM OF POWDER PARK COURT er,u 1 (�]/� ; RocY L,••`•i M ., PA O West i F B^dp,, C3.0 SEWER SYSTEM SITE PLAN AND SHEET INDEX � Y©II sloce ,v.' �P C3] ONTANA SEWER SYSTEM DETAILS �_.._<.1,„ '" �•�' C32 PLAN AND PROFILE FOR SEWER SYSTEM OF STORY MILL ROAD °ANu Mack's Tin ; s C3.3 PLAN AND PROFILE FOR SEWER SYSTEM OF B91DGER DRIVE 7eryeN N.F. .w f4tiM1 C3.4 PLAN AND PROFILE FOR SEWER SYSTEM OF HEADLANDS DRIVE STA-0+50-15400 o C3.5 PLAN AND PROFILE FOR SEWER SYSTEM OF HEADLANDS DRIVE STA 15+00-23+69 e C3.6 PLAN AND PROFILE FOR SEWER SYSTEM OF TURN-AROUNDS C3.7 PLAN AND PROFILE FOR SEWER SYSTEM OF POWDER PARK COURT ' ! r C4.0 ROAD SITE PLAN AND SHEET INDEX o C4.1 ROAD SECTIONS M1 C4.2 PLAN AND ROAD,AC^IL^FOR HEADLANDS DINE STA-0+50-15+00 C4.3 PLAN AND ROAD I ROFILE FOR HEADLANDS DRIVE STA 15100-23+69 i T TM r \ -'•••••'••-•-• T i C44 PLAN AND ROAD PROFILES OF TURN-AROUNDS C4.5 PLAN AND ROAD PROFILE FOR POWDER PARK COURT RECORD DRAWINGS: T�""' C46 UTILITY CONDUIT 10-23-2002 o TA, 11I�• .C50 GRADING AND C511 GRADING AND DRAINAGE DETAILS �: C POOL PLANOEL '. , e• �\ U = l E �,• No.11645PE •1„ ♦ 1 - PREPARED BY: �•1L� to o?'<` u7 •• = n FS-'CENSV i� LEGEND soNH i - r DETAIL NUMBER / SECTION NUMBER 1 ^B - DETAIL 1 SECTION C1.0 SCALE: XXX !"0 SCALE: XXX F L U 1 D Y N E DRAWING NUMBER ON DRAWING NUMBER ON WHICH WHICH DETAIL IS REFERENCED SECTION IS REFERENCED S C I e in 1 1 s t s E n g i n e e r s I n v e n t o r s AT DETAIL ATBECTION 25 NORTH WILLSON,SUITE F,BOZEMAN,MONTANA 59715 406-586-2289 FAX 586-2335 A g c DE F G CONNECTION TO EX MANHOLE#EO124 CoNmCrIDN NDTW t < I 03ew let, 1. LOCATION OF EXISTING WATER LINES,SEWERS,TANKS,CULVERTS 11. FINAL CONTOURS OF LANDSCAPED BERMS ARE CONCEPTUAL AND OTHER UTILITIES AS SHOWN ARE APPROXIMATE. CONTRACTOR ONLY SHALL VERIFY THE LOCATION AND DEPTH OF THESE FACILITIES AS lZ I NECESSARY TO MAKE CONNECTIONS TO OR TO EXCAVATE 12. TRAIL LOCATION IS CONCEPTUAL ONLY ADJACENT TO THESE FACILITIES. THE ENGINEER MAY REQUIRE THE Al CONTRACTOR TO EXPOSE EXISTING WATER AND SEWER LINES TO 13. VERTICAL DATUM IS THE NORTHWEST BOLT CITY OF BOZEMAN ESTABLISH THE EXACT LOCATION OF THESE UTILITIES. HYDRANT 631,FOUND AT THE NORTHEAST CORNER OF BRIDGER ) DRIVE AND COMMERCIAL DRIVE.ELEVATION 4694.38 L I 2. EXISTING UTILITIES KNOWN TO BE IN THE AREA INCLUDE WATER, WATEWI T 1I I SEWER,ELECTRIC,TELEPHONE,NATURAL GAS,CABLE TV. 14. CONTRACTOR SHALL INSTALL ADDITIONAL FITTINGS,BLOWOFFS,VALVES, LOCATIONS OF UTILITIES SHOWN ON PLANS AND PROFILES ARE ETC. AS MAY BE NECESSARY TO ADEQUATELY FLUSH,TEST ANDI� 5 ji IJ APPROXIMATE.OTHER UTIUTIES MAY EXIST THAT ARE NOT SHOWN DISINFECT THE WATER LINES AND FITTINGS. J�11 ON PLANS AND PROFILES. THE CONTRACTOR SHALL HAVE ALLrff ? I t1 UTILITIES MARKED BY THE UTILITY COMPANY AND/OR ONE-CALL 15. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A WATERLINE AND ably LOCATORS. SEWERUNE SEPARATION OF 10 FEET HORIZONTALLY EDGE TO EDGE HE ENGINEER VALE £ t AND 18 INCHES VERTICALLY AT CROSSINGS. THE CONTRACTOR SHALL WITH THE PLANS AND THE�- CONTRACTOR SHALL ENGINEER E PROVIDE A ANY DISCREPANCIES FIELD VERIFY LOCATIONS OF ADJACENT WATER OR SEWER LINES TO =T g \. g REPRESENTATIVE FOR FIELD VERIFICATION. CONFIRM SEPARATION HAS BEEN MET. THE ENGINEER CAN i BE REACHED AT: 16. THRUST RESTRAINT AND PIPE BEDDING TO CONFORM WITH DETAILS ON FLUIDYNE INC. SHEET C2.1 OF THE APPROVED PLANS,SECTION 02221 MPWSS AND THE 25 NORTH WILLSON,SUITE F CITY OF BOZEMAN MODIFICATIONS TO MPWSS. BOZEMPHONE N.(4 MT.59715 86-2 17. WATER SYSTEM SHALL BE DISINFECTED ACCORDING TO AWWA C652. 100 50 0 100 200 300 400 PHONE(406)SB6-2289 \ I FAX(406)586-2335 SAMPLES SHALL BE COLLECTED ACCORDANCE WITH BE STANDARD C651-9 BACTERIOLOGICAL TESTING SHALL COMPLETED � IN ACCORDANCE NTH CIRCULAR WOB 1,MONTANA DEPARTMENT OF SCALE 1'= 100' CONTOUR INTERVAL: ONE FOOT q. ALL WORK SHALL BE DONE ACCORDING TO MONTANA PUBLIC ENVIRONMENTAL QUALITY,STANDARDS FOR WATER WORKS,SECTION O�,I WORKS STANDARD SPECIFICATIONS(MPWSS),FOURTH EDITION, 7017 tk ii —EAST EDGE OF STORY JANUARY 1996.AND THE CITY OF BOZEMAN MODIFICATIONS TO I y i MPWSS,FOURTH EDITION,MAY 1997,INCLUDING ADDENDUM'S 18. WATER SYSTEM SHALL BE PRESSURE AND LEAK TESTED IN MILL ROAD EASEMENT No.1,2&3.SPECIAL PROVISIONS TO THE TECHNICAL SPECIFICATIONS INCLUDE PROJECT SPECIFIC ADDENDA TO THE ACCORDANCE WITH SECTION MPWSS,THE CITY OF BOZEMAN MODIFICATIONS TO MPWSS,ANNDD AWWA C600 IX.w 1.' EXISTING 12"WATER MAINx WATER VALVE .I MPWSS. COPIES OF MPWSS,THE CITY OF BOZEMAN MODIFICATIONS AND THE SPECIAL PROVISIONS SHALL BE 19. CONTRACTOR SHALL PREPARE FOR TAPPING EXISTING WATER W e" PROPOSED 8"WATER MAIN ® PROPOSED SEWER MANHOLE MAINTAINED BY THE CONTRACTOR ON THE JOB SITE AT ALL � MAIN BY INSTALLING TAPPING SLEEVE AND VALVE. CITY OF SS B•• .SEWER MAIN FIRE HYDRANT PROPOSED 8 BOZEMAN PERSONNEL WILL PERFORM TAPPING. " TIMES DURING CONSTRUCTION. Se 10" PROPOSED 10"SEWER MAIN—CULVERT ANY EXISTING OR NEW VALVES WHICH CON-TIDE THE CITY OF III/ BOZEMAN'S WATER SUPPLY SHALL BE OPERATED BY THE CITY OF 20. ALL PIPING AND VALVES WRAPPED IN 8 MIL POLYETHYLENE TRAILS f- DRAINAGE FLOW 4 J BOZEMAN PERSONNEL ONLY. WRAP DIRECTION A 6. THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A 21. BRASS CONDUCTIVE WEDGES INSTALLED ON ALL JOINTS AND I MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. FITTINGS,A MINIMUM OF THREE PER JOINT 7, CONTRACTOR SHALL FIELD-VERIFY LINE AN)GRADE OF EXISTING 22. VALVES AND FITTINGS INSTALLED ACCORDING TO THRUST BLOCK CONNECTIONS. DETAILS PROVIDED IN THE CITY OF BOZEMAN MDDIFICATIONC TO MPWSS. 8 CONTRACTOR SHALL RESPONSIBLE FOR ARRANGING A SUITABLE NOIE6 `lJ MATERIAL STORAGE LOCATION'WITH THE PROPERTY OWNER,AND SEWER SHALL COORDINATE THE USE OF STORAGE AREAS WITH OTHER TRADES 23. SEWER SHALL BE AIR TESTED IN ACCORDANCE MATH SECTION 02722 OF CITY OF BOZEMAN MODIFICATIONS TO MPWSS. MANHOLES SHALL BE 9 ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RETURNED LEAK TESTED IN ACCORDANCE MATH SECTION 02722 OF THE CITY OF TO THE ORIGINAL OR BETTER CONDITION. DISTURBED SOIL SHALL BOZEMAN MODIFICATION TO MPWSS. /}A BE RESEEDED AT THE END OF THE PROJECT. 4I III 10.CONTRACTOR RESPONSIBLE FOR COORDINATING CONSTRUCTION WITH 24. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A WATER LINE AND OTHER TRADES. SEWER SEPARATION OF 10 FEET HORIZONTALLY EDGE TO EDGE AND 18 INCHES VERTICALLY AT CROSSINGS. THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ADJACENT WATER OR SEWER LINES TO CONFIRM SEPARATION HAS BEEN MET. {„r tl I Illy ` I b mn- I I I IIII� — -- I-- L -- L -- -- —I— — —I— I-- —I— -- -- <- - o, _ _ 1 WATkM J I �701B'MAN Iss \ ERPF •10 I �� �.� �,,\ , t tl I 1 I i � \ 1 i A)p(- n I `J---� i f- i 2 t \ .j 18 i Alf NEA 1N11H SI1FP� 1 I t) �' �\;�__� �� ) ' 2© 11 \ --7 \\ I I I i_ y� __ A A -- I ' 1 TEST FIT l OS1�2000 TEST PIT 2 O5r1-2000 ESTIMATED HIOM GROUNDWATER DO'b4& I I I I I ESTIMATED HIGH GROUNDWATER 91'bge. NO GgOLRDWATER ENCOUNTERED TO tl2'bge I I I I I NO GROUNDWATER ENCOLRQTERED TO TIO'bge. ) l T _ �}_ _� � I I I I I U I I I I I I I � � • I I I I I I I❑ I I I I I I I i �pNTAN aco1645 D. I o POOL 11645PE � S U SYOMAL F- A B G i I let, 1-1-F FT Tl TIT f T T TT TT FT FT FFFF F.l I I I I I l l l l l l l l l l l l l l l l b l I I I I 1 01 1 LL L1 1 L 1� ���PJi1�J° gy `tt33 ° i Ip1 I I ❑ i i i l l i 1 i Io 1pI I� lololpl Iol �I I O O I I I I� I� I I\❑ I POTENTIAL FUTURE WATER LINE LOOP \ I (TYP) \ I \ I \ I \ I 400 200 0 400 800 1200 1600 I SCALE 1'= 300' I I I ql 'I I I I I I II 'Al. I EAST EDGE OF STORY MILL ROAD {r I EASEMENT 3 I� ! — —T--._T-----'r —r -- —I— -- 7— T— i- - i --, -- -- -I -- — —1-- --r T-- —T- -- —f-_ --I I T— ---I - � 4l1 I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I 1 I i I i I i i I i i i i i i i I I 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ITz -m I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I I I I I I I -� I I� I'll I I I I I I I I I I I I I I I I I I I I I J L— _._ L— _ _— L —J _ — 14 __ L— —1-- 1_ 1 L ----------------- ------- rP�.:�_ ----------------------------- I / �N,4ANE _._.. TE(#.NEOFi'9ETNORIH eRmC6RDRIVE �-------------- a. EX.w t ' R.w 1 d.w+• TYPICAL LOCATION -- \ _ —— _ OF TYPICAL LOCA PW I MAINTAIN SE P TION I 1 PAHC TO MNNTAN 9EP_ -ss a ss a ne -- — NECflON TO E _ PARK I \ I MAN WITH 18'X 8'TAPPI I - `w w- 1P RYP) 5I� \ UEVE AND VALVE fie.. I I I901*4)-W,CAP AND MARK Ric -- BELOW SEWER 16 20 I i 21 ®i i 2 El BBiYICE 3(3/f 2 1 1 PARK I I \ I I I I 9ERVI ICES LOTS 1 5 I 2 u I i 22 24 I I EXISTI S'WATER MAIN — -�- ----� ---- SH �2. --- 18- I -- I I ® I I 0 ---- -- - - -T SNE C 3 i I I I I . I \ �o �, 4 --- -------- -�+ --- -- ---- --o-- --- SHEET L -- -L -- ---- -- ---------- --- --------- -- -- ---------- Y - - — i I \ \�� -� i � i I I I I I ❑ I I I I I I I I I I TAp � � i❑ � I I I I I I� I I I /� I I I 1 I � �,ON � I❑ 1 1 I I I 1 \\ I I \ I I I I — i I �— � I r� I I I I I I 1-1 I ,—. I I \ � CORDE1L D. 120 60 0 120 240 380 480 POOL � 1164SPE W SCALE 1'= 120' FS ��Zq0 W S'�NAL ��G Ac E F G F D SURFACE F WATER MAIN EXISTING STREET SURFACE 1 SUBGRADE OR GROUN ' 0� SEWER ace—w 3'FROM LOPE AS qol TOP BACK�:URB a o VERTICAL TRENCH WALLS- FORM TO OSHA IRREGULATIONS. WITH SHORING TO CONFORM /l.A:CNDTE MUELLER SUPER CENTURION TO OSHA REGULATIONS. 1 BELOW 200 3-WAY A-423 FIRE SEE NOTE 1 BELOW HYDRANT NTH FLANGE INLET PUMPER NOZZLE TO FACE STREET 10'MIN . < ��: "� ' ELEVATION O.Y ABOVE OP OF CURB GRADE BURY DEPTH ON PLAN AND PROFILE SHEETS �E MIN. 4'-0"CLEAR ALL AN 3 TYPE"A"TRENCH BACKFILL III`tl.a AROUND(TREES,HEDGES, PARALLEL ARRANGEMENT TYPE UNDER ALL STREETS AND ROADS5 MAD E ADE BUSHES,ETC-) TYPE"B"TRENCH BACKFILL OUTSIDE OF ROADWAYS L L _ L/2 L/2 z / oJE _ N PIPE BEDDING IMPORTED 3 4' : 6 MINUS TYPE 1 BEDDING MATERIAL ,o AS PER CITY OF BOZEMAN 8 Ng THREE PIECE CAST —-—- -—- - + MODIFICATIONS TO MPWSS PLACED IN 6"MAX LIFTS& IRON VALVE BOX TriER 6860 SERIES—__,, COMPACTED THOROUGHLY /\ \\/ PIPE PIPE TYPICAL PIPELINE MIN.6.5'COVER �� = D TRENCH DETAIL --TYPE 2 PIPE BEDDING REQUIRED FOR 6"MUELLER/A2360- \ \ PIPIE 4° PIPE SOFT OR UNSTABLE FOUNDATION.TYPE RESILIENT WF^GE GATE /\ a0 SCALE: 3/4 = 1 �J FABRIC B2 PIPE EDDING TWEEN REQUIRES SDEfWALL7&E VALVE W/M....X FL ENDS _ CROSSINGSIMPORTED BEDDING. MATERIAL PLACED IN 6"MAX LIFTS&COMPACTED -6' CLASS 51 /� + - - -—-—- ~ THOROUGHLY. DEPTH VARIES BUT DUCTILE IRON PIPE /// 3/4"MINUS WASHED GRAVEL MATERE L. PAITDO OR SUITABLE A BSEEPPARATE PLACED V ON ALL SIDES OF \/. i ��// BID ITEM AS OUTLINED IN SECTION HYDRANT,6"ABOVE HYDRANT, 02230 MPWSS. o \ � 1/2 CUBIC YARD MIN. WATER&SEWER SEPARATION NOTES' ll 1. "L"IS A STANDARD LENGTH OF PIPE AS SUPPLIED BY A PIPE MANUFACTURER. TRENCH CONSTRUCTION NOTES: 4 UNDISTURBED EARTH 1.SEE OSHA CONSTRUCTION STANDARDS FOR EXCAVATION \ 2.ADEQUATE STRUCTURAL.SUPPORT FOR PIPES AT CROSSINGS SHALL BE PROVIDED. CONCRETE THRUST BLOCK. 2.DETAIL BASED ON FIGURE 02221-1 OF _ 8"X 6"MJ TEE t_ / 8 SO.FT.MIN.BEARING AREA 3.DETAIL BASED ON FIGURE 2313-2 Of CITY OF BOZEMAN MODIFICATIONS TO MPWSS CITY OF BOZEMAN MODIFICATIONS TO MPWSS ON VERTICAL WALL. BOLTS&HYDRANT WEEP HOLES CONCRETE THRUST BLOCK / ,/ \\� "1 J� /\\ TO REMAIN UNOBSTRUCTED. IIQIEL i// CONCRETE BEARING BLOCK DETAIL BASED ON FIGURE 2718-4 OF CITY OF BOZEMAN MODIFICATIONS TO MPWSS MINIMUM 2'X 2'X 6" WATER AND SEWER A TYPICAL Fm wDRw C SEWER SEPARATION n'•'Ok S. C20 SCALE: 3/4" = 1' C20 SCALE: 3/4" = 1' o O o �: v 8"TEE •<%':M�. ?%BACKFILL WITH TYPE 1 o ° y�y N r wN,�41,.',.. [t BEDDING MATERIAL K NOTES: b+� %�Th^;"51<4t^j'*.wF4TN�. •; ;41. POLYETHYLENE ENCASEMENT ON ALL DUCTILE IRON PIPE to AND FITTINGS AS SPECIFIED. i e `F'�. :.3'.er'"-'�i•:>% 2. ROMAC"DUCTILE LUGS"OR APPROVED EQUAL MAY BE \ ? .;:Ti•w ,fH:�'=a;4'' USED TO FACILITATE THE ROD INSTALLATION \ 3. ALL FITTINGS SHALL BE MECHANICALLY JOINTED WITH X"TIE -hr SIDE EXCAVATION RODS IN EVERY OTHER BOLT HOLE. MEGALUG OR UNIFLAGE n (T p.) JOINTS RESTRAINT MAY BE SUBSITUTED FOR TIE RODS IF J REBAR ANCHOR SPECIFICALLY APPROVED BY WATER SUPERINTENDENT. \ \ /�\ // q, DETAIL BASED ON FIGURE 02718-9 OF CITY OF BOZEMAN MODIFICATIONS TO MPWSS CLASS 57 45'ELBOW AS REW DUCTILE\ DUCTILE IRON PIPE TO ACHIEVE 18'MIN CONCRETE THRUST BLOCK(AS \ /\ / VERTICAL SEPARATION \•�\' DRAWINGPER MPWSS 2713 STANDARD BELOW SEWER CommEm EL80 REDUCER VA mom DETAILNEW WATER MAIN KEEP CONCRETE CLEAR E CROSSING BELOW SEWER MAIN OF PIPE JOINTS(TYP) CONCRETE 300OPSI C20 SCALE'. 3/4" = 1' (TYP.) CAP W j Z t >>I F 12.5(TYPICAL),WIWI 71q g' a DEAD END ILL ALL BEARING SURFACES- ALL BEARING SURFACES - - MUST BE AGAINST MUST BE AGAINST • //i✓�, UNDISTURBED GROUND UNDISTURBED GROUND "B" _ B BBLLOCK upCAL s AALLLATION MIN 6.5'COVER STEEL POST MARKER 1"300 PSI BALL VALVE C20 SCALE: 3/4" = 1 BRASS CORPORATION STOP, PAINTED BLUE WITH CC TAP AND COMPRESSION COUPLING WATER MAN FITRIGIB WATER MAN VALVES r1"TYPE K ANNEALED COPPER SERVICE W/MINNEAPOLIS PATTERN BASE, BFAFDA/D D1ENSIM FOR 7MV BMW TIFF BLOCK 0I914MQ6 / PIPE CONFORMING TO AWWA C800 REQUIREMENTS 7'EXTENSION AND 2"X 1 1/2"BUSHING TEES&PLUGS vP DEW 45-BEND&WYLS y I on ANCHOR VALVE 100 PSI 150 PSI 200 PSI m PSI300 PSI //// THREADED INTO CURB STOP flNG TI ROD SITES A B C A B C A B C A B O A B a 2 SUES A B A B A 8 A B SIZE PROVIDE 5'STATIONARY ROD IN ALL 1' I'-Y I'-2" I'-v' 1'-15' 1'-8' 0--1? I'-T 0'-6' t/Y 8'&B' Y-0' 2'-0' x'-0• 7-0' Y-o' 2'-0" 2'-0'1 2'-°' 2'-0' 2'-0' 2'-0' 2'-0• 2'-0• 2'-0' 7-7' CURB BOXES Y-Y 1'-10' I-7 1-v' '-0 -' -0' ' I 43 \0. 17 ' will e Y-Y z'-S' Y-Y Y-o' Y-V Y-I" 1'-v' t'-, " 12' 1-11 V-11 4'-J' Y-W Y-T s-1" S-01 r-a' T to• Y-4" J'-Y f-o' Y-1C J'-o' 7-v' 2'-2' t'-u• P N' 2'-Y 2'-0' 2'-0' Y-s' Y-o' Y-o' f-6' Y-°• J'-o' P-o' 1'-0' 4'-7 f-B' 4'-01 f-o' UNDISTURBED EARTH PLUG 1'-8' /'-8• J'-C r-Y 2'-T 2'-1* 11/D' 16' S'-f 4'-0' 4'-W W-1" 4'-0• 4'-W f Y-s a'-10 e'-e 4'-n' 4'-w J'-s' a'-s z'-s' 1 I/4" 16' Y-Y J'-o' J'-o s'-s• S-o Y-o• s'-Y f-a' 4'0 V-4• f-W 4'-W Y-91 V-o• V-C' 1"BALLTYPE CURB STOP WITH MINNEAPOLIS 1 J/8' x4' f-ir 4'-0' Fir a'-s• f-o' f-0' B'-8' S'-o' Y-m B'-s' f-o" .,-o• Y-B" f-W B'-o' WATER SERVICE CONNECTION NOTES: PATTERN SCREW BOX MOUNT AND COMPRESSION WATER MAIN COUPLING,BOTH ENDS, THRUST BLOCK NOTES NOTES, 1. WATER SERVICE LINES SHALL HAVE A MINIMUM 6 1/2 FOOT COVER MEASURED FROM �. THE EXISTING GROUND SURFACE,EXCEPT THAT COVER SHALL BE MEASURED FROM 1. WRAP ALL FITTINGS IN POLYETHYLENE. I.PRESSURES SHOWN ABOVE ARE MAXIMUM WORKING PRESSURES IN SYSTEM 50 COATING OR EQUAL COAT RODS WITH"KOPPERS"BITUMASTIC No. . Z CENTER LINE STREET GRADE WHEN SERVICE LINES ARE TO A STREET SIDE WHICH HAS 2, ALL FITTINGS ARE DUCTILE IRON CLASS 350 WITH MECHANICAL JOINTS. 2, AN UPHILL ROPE. WATER SERVICE LINES SHALL HAVE A MAXIMUM 7 1/2 FOOT COVER VITA� �� Hq UNLESS OTHERWISE SPECIFIED. 3.THRUST BLOCKING AND ANCHORS ARE REQUIRED ON ALL VALVES USING AT CURB STOP, 11 150 PSI WORKING PRESSURE CORDELL D. '} THRUST BLOCK SIZES ARE BASED ON 150 PSI(1030 kpa)MAIN PRESSURE 4.BOLTS ON FITTINGS TO REMAIN UNOBSTRUCTED. 2.WATER SERVICE LINES SHALL BE INSTALLED WHERE SHOWN ON THE DRAWINGS OR AS SPECIFIED. AND 2000 PSF(9800 kq/m')SOIL BEARING PRESSURE. NOTIFY 5. WRAP ALL FITTINGS IN POLYETHYLENE. TYPICAL WATER � t t POOL L ENGINEER IF THESE CONDITIONS VARY. F SERVICE CONNECTION 3.BEDDING SHALL BE 1"DIA.MAXIMUM WITHIN 6"OF SERVICE PIPE. 4.BOLTS ON FITTINGS TO REMAIN UNOBSTRUCTED. 6.DETAIL AND TABLE BASED ON FIGURE 2718-1 OF CITY OF BOZEMAN MODIFICATIONS TO MPWSS _ —. __ --_ O FS D•Z4•o � C20 SCALE: 3/4" = 1' 4.DETAIL BASED ON FIGURE 02719-1 OF CITY OF BOZEMAN MODIFICATIONS TO MPWSS, S 5.DETAIL AND TABLE BASED ON FIGURE 02713-1 OF CITY OF BOZEMAN MODIFICATIONS TO MPWSS Lu Lu /ANAL 6 r � EEP! MEW JI' • • I • _ ----------------- 0A60 acres / R • I Nelson . 11 .• 11 .. 11 11 11 11 11 1 11 1/ 11 •• .. � �,,,,,m ■■a■�� �����■ia■■���� �������■a■■��a■a�.��a■� Illogic selling MEL SOMME NONE ENNE on m ENNEE MENOMONIE ��aa■.■a�■ ����.��■■I ���a■■■���■�i. a■�������. aa.� l-� III ���w■■a■wl■■■■1■�������I.t+■■I�������.Ilrf■■■1MENEM ��aa■.■.a.■�������1.k'�■a.����al.lp�l������ �r�r■i�ia��� 'II� '. .. ��wa�■.■a ■�������I■Ilw■a�a.����al.l� 1�����r��■wl■■■11■w■a��� �a�■a■.�■ ������I.if■wl■a.����al.l ■■■1��F P-P.-Amm mmmmm mmmmm Ems■■■11 mom a mommom% �_� ��w■■�■a■a ■�������IaC■■1�■■■.��wl•� r'al_al�_�_ ���■■1■■■Ila.�%� 116 ' tea■■■.■.�■���� ��Iali■■1■a.�����.�ii� .�.���� �■■1■■■Il�a��� ���I■I■a�■�������I�lie�i�����a1.1■lal��■1•!R�� OIMMMMMMM�� - . iM ���i■I■a�a■��s <<�:a■r.����.■I��a.��■■�a���l■lae���-�� �ri��� 11 II IMEMSO Jill .■��� ���� MEMO! MEMO! MEMO! C�=� �����CC MEMO! �= y A - --r- ---- 992m AIM -------- --- -------- ----- _ ---_ --- - _ ---- -------- ------- -_ ---- ---- - --- --- - ------ --- -- -- ------ _ ---- - --- w�-��i.—�rn.ws:=e�3--�s.�uw�f�-uw—w--mr=w—�..==Jw—ua.—un._ �e.—us. r'n-.�.s"�—�6t— i WATERLINE OFFSET NORTH `� •r 9+00 TQ 17+50 �`�J ., OF TYPICAL LOCATION S s TO MAINTAIN SEPARATION n� � 19'(TW) m n `O 8 e l a 8 DRIVE 8 FU \ --- LOT 32 _ < 0.605 acres � I LOT 21 F (OT 25 i ---- I l a ERA 0.442 acres % m 0.71 acres LOT'26 p i---- 0.677 acres i 0.466 acres ; 7 LOT,h2 LQ'f'24 ---LQf 27 LOT6 0.4 icm I ``,OA3�,acre� 0.530 0.788 acres 4 L 129 i ``1 ``~"t ./ WATERLINE DEFLECDOa �___--_-`� - \�\ O.5r7O acres \ �� AT TEE AND YABIC J( � 4.3 QEGREES TOTAL \ LOT 28 i-- ----- _40T 30 ----- e i 0.W acres LOT 29 i ' 0905 c�s� 6o za' 0` 00 1D0 150 200 SCALE 1'= 50' CONTOUR INTERVAL: 1 FOOT HORIZONTAL SCALE:1" =50' VERTICAL SCALE-1" =5' -- - - °� � 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 o,� +"r 3 4750 R — 1 4740 I c1 Y 4730 2 _ a a o a ir, a ,o n N 4720 N 3 w p N 4710 R o N DATUM ELEV. 4705.00 Z as gi g $m M ��y <8 Hn n rn� <avd R T m4 4� e am 2 e N ry a $ �r m e8 N o< n aP o IS v &R n <d' � 3 �QNTgNq CORDELL D. O PO T 11645OLPE W 15+00 16+DO 17+00 18+00 19+00 20+00 21+00 22+00 23+00 S 0 yAL E.�' A C Q E F G GM?DRIVE -- ____-- - --- - --, - /'------- -- - - ------------- � --�:�._._. n 5 5 . �..____________ \ `_____ i g LOT 1 �--� I dT LOT 6 i `�- -----; 1 1 tie8 `" .4512 acres,; 21 ----- �T ., � _0 L LOT tc 10 'LOT fl - 0.475 scree ; + SOT 25 0.552 acres ;. 0,�0 � 0.442 acres 0.446 acres l 1 I 0i371 acres I O , OT,t22 - � LOT 17 - % %/ LaT� ! L _ LOt 7 LOT 12 \' LOT 0.554 acre'--, ,1 ;� 0.57q sjc�ep 0.460 t�cxee LQ#24 0.488 acres ; ---- 0.467 acres �' -- acres `;0.436�;acrea LOT 9 , 055� 0597 acres J,dT 13 - -----, LOT 23 LOT 8 i ',0.626 acres i i - ------ - 01597 ac►de +� ' - ! 0.559 acres 0.516 acres *" s --------- - So 25 0 50 100 150 200 SCALE V= 50' CONTOUR INTERVAL: 1 FOOT 3 HORIZONTAL SCALE:1' =50' VERTICAL SCALE:1' =5' ® � 0+00 1+00 2+00 3+00 0+00 1+00 2+00 0+00 1+00 2+00 0 1+00 2+00 4740 4740 4740 4750 4750 Aj 0 N Y U � _ a — M N I + + ~ K � _ L] i-� 4730 4730 4730 a 4730 4740 4740 4740 4740 _ p,4 _ g'4 4720 4720 4720 9 4720 4730 4730 4730 4730 � � r 0 0 0 - �� F DATUX uMEV. w N a '� DAMM ELEV w ! _ DAMY ELEV. ¢ W ! DATUM ELEV. R w 4710 00 + ++ 471000 + ++ 4720.00 + + + 4M..00 ++ + m^dnnd�1' MdThd 1�m� 41,6 Na bN N � rn ^ hh nF 0ti u�ni'nnN� mn chi orNn a 0+00 1+00 2+00 3+00 0+00 1+00 2+00 0+00 1+00 2+00 0+00 1+00 2+00 ZTA sucKB Oot#n SNOWFLAKE COURr MOINA CRY COURT DER PAW COURT � CORDEL D. 0 * CORDELL D. POOL ^� 11645PE T o-Z4-a7 O �s S 0 AL A — B C D I E F G o+oo rr �,' '" �.- itORMER Ma - , ---------- ---- - --- - - -------- --- --- - - --- - -- ---- _------ ----- - - -_---_- ------------- ------ ---- - - -- W--�`uw-m nr>--an _ - in�un-���6i-a -uw�y��•-j'uK �-�-�'.�- � s�-ua-uw�-mar- --_- _____�_T uw,-�12 u�= rj.__ '�'.. _.-_ tn- _ - ein-w•-cn- -Ks-un _,rn-Wn�-" M FFSEi NOR C \ \\ • ate-` ul 3 �-. A 13. r f FFSET NORTH .LOCATIgJ � Q tra n /� ,- -- t1s r r SEPARATION `•t>e'r� \,ti ti .LOCATION *"w JJI ��I-- t �t SEPARATION t 1 at11 ._ vy 47 19'(Tw) gal 5 a tla 4747 1 pts 011 goO�m j LOT 32 � LOT 32 2* 0.605 acres ! ,' _ 0.605 acres LOT 26 r PARC-i- ------ LOT 26 J PARK 1 0.466 acres ! 0.677t acres 0.466 acres t 0.677 acres r----- \ \ ' 1 as '-- _- -LOT 27 g 1 LOT�m LOT_27 JI 4 0.530 acres-, — LOTT31 0.788 acres 0..530 acres -- 0.788 acres ~N / / WATERLINE(DEFLECTION --- -1- ``\ ''tom. ./ \ .� / WATERLINE - DEFLEcnoN ``� AT TEE AND YALI'� -•1 � 1 / / j � AT TEE AND YALVVC t 1 4.3 DEGREES TOTAL ``\ i / / 4.3 DEGitEE§TOTAL r' 28 / / SOT 30 ---- it ------ LOT 28 - --------- LOT -- - 0.8}6 acres / LOT 29 _ 0 acres / SOT 30 / A.731 acr 0.905 acres it I/ LOT 29 0.905 acres 1 / 0.731 acres --- °� 50 25 0 50 100 ibo 200 L- •� T ' ''' SCALE 1'- 50' CONTOUR INTERVAL: 1 FOOT ' / / �f - - -=Zx d HORIZONTAL SCALE:1' =50' VERTICAL SCALE:1' =5' 1+00 1+00 2+00 4760 4760 4760 4760 HORIZONTAL SCALE:T= 50' VERTICAL SCALE:1' =5' 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 F N I 4750 _ 4750 4750 G GR 4750 4750 flNl -- -- -7- MIN 5.'COYFR WATER 2 6.V COVER ALL WATER U IES I ISTINC AD 4740 0 4740 4740 4740 47 4740 9 •' 0 V y � - vA M SLBV DATdELEY .z~ DATUY&Ea47M..00 4730 4730 00 w 3 m rng n�< e.r a♦ {�S'� � �`ro m$i`v�5 `Yo v�im� rrti u1�� n�v�i a�g� N �n mm<8Vi I±e`�YnT°..°. $On�n'M`V� nvnv1 mt. 4730.00 vhs1 Naj o< avn vo o '64 o aM ve e "Q` � ��r� JOR, °o wo 'rn N a a mn ei 0+00 POWDER PAW COMI+00 2+00 3+00 4+00 5+00 6+00 7+00 6+00 0+00 NORTMEAar MLIB 1+00 o+Do LOT 28-29 STUB 1+00 2+00 �ONTAN * CORDELL D, POOL '1645PE S \`� S/0 A ��V A B I D F G BR DC3i CAYON ZONING BOUNDARY bz��u6 POTENTIAL FUTURE SEWER EXTENSIONS (iTP) ®p„ig6 5 -------� T I- --r-rf T T fi fi T T-r fi-frtrt-r _€ III I I I I I I I I I 1 1 D 1 1 1 1 1 1 1 0l I __ J_ LL L1 1 1 I L J l� ����Jllo�o 25ACRES � € RIBZOINIO I CONNECTION TO EXISTING MANHOLE IEO124. BORE NEW 10'INLET IN EAST SIDE OF MANHOLE 917 ACRES TOTAL POTENTIAL SERVICE POTENTIAL FUTURE SEWER AREA UTILIZING NEW 10'SEWER MAIN 4 �Fx1ENSION RYPI I 26.6 ACRES HEADLANDS SUBDIVISIONS UTILIZATION +oo zoo o aao eoo Izoo 1600 I I I iiiii I PROPOSED X)'SEWER MAIN EXTENSION SCALE 1'= 400' I FOR I A ANDS SUBDMs1ON I I I j I I I ( EAST ED( OF STORY MILL ROAD N I I I EASEMENT 1 j I I C71 1 I GRAVEL ACCESS PAD FOR n UI I MANHOLE ACCESS w1 I I dty w1 I =I I hr CAi i 3 I 1 1 1 ; I I I 1 1 --r -- —r -- —r-- —I--- -7— -- T— -- r— --I-- --I-- --I----I ----r -- _T_ -- —I— —7 -- —7 -- r— —r -- —r --I-- I I GRAVEL ACCESS PAD FOR e1 I I I I I I I I I I I I I I I MANHOLE ACCESS -- - _-i i - -r -;---- t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I p 1 1 1 a 1 BORE AND JACK 16'CASING UNDER BROOM — — I I RELOCATEAOCR DRIVE MANHmE PROPOSED 8'SEWER EXTENSION KI I GRAVEL ACCESS PAD 1 MANHOLE4 AND F —HD SS d 1I 1 — II II II II II II I III II1 II III III I III I III I I I nRrw — — - ----- INN E. w 1 -Ex.' Ex.w 1 E - - .fir ----- = — —— —r — —— j WW SEWER El0 aim wl � I I I 1 WATER DEVIATIONREOU�I®FOR IF + 1 r o I I I I 1 VERTICAL SEPARATION. MAN IS ff + I I 16 I I 2 I I I O-WDPrRvN S 1 5 i © 11 1s 20 I I I I C� ❑ I 1u I I I I I I I I 1 I 1 ❑2 I I I I I I RJTURE>o ExrENeM ' SHEET d3.3 _ I ; ^E3 4 „ » 9 , I 2 24 --I --o-- --�- ----- ---- 6 , �_ ' SHE 2 3.5 ----- o---- l .° SEWER S BELOWI --- ❑ - --- - -� - --- -- - �� --- 26 _ HEE C3.7 --- WATER MAIN OVER - IL ---- -- -- -- -- - IIt- �_ I _ '� -�] I � 1 I 1 1 I I ❑ I I I I 1 I I 1 I _- - C� I \ I I I I I I I I I I❑ I I I /\ I I I I I I i � � TAH 1 I I I❑ I I I I I I \\ I I CORDELL D. � POOL 1 11645PE 120 60 0 120 240 300 400 <u Z SCALE 1'— 120' I j SS�AVAL E \ A C D E FG SIDE VIEW TYPICAL SEWER INSULATION DETAIL SEWERNO9TI� � GRO i UND SURFACE A FOR ALL COVER LESS THAN 5' -elt. C3.1 SCALE: 3/4"=1' C3.1 SCALE: 3/4"=1' ;x•,. • �t';';.1;'•:'• I COMPACTED BACKFILLb8 TOP VIE 6' F ll GGRR EENFN TTEE��PPpp�S � a� s 5 TRENCH WALL ATEENDSOFESERVICE € q BACKFILL g Cd d o 8'X 4"ASTM SDR 35 GASKET WYE 2"%2"WOOD MARKER L SLOPE 1/4"PER FOOT MINIMUM ' MIN 2"BEDDING 1/2"PER FOOT MAXIMUM _I I I I-I I_I I1 111 OVER INSULATION 4"ASTM 3034 SDR 35 PVC FITTING ffiffiffi#3 B< :o 4"THICK BY W"WIDE 25 psi EXTRUDED INSULATION BOARD AS REWIRED 4"ASTM 3034 SUR 35 (AASHTO SPEC 45'ELBOW,GASKETTED- POLYSTYRENE,M230-70)8' 4"ASTM 3034 SDR35 PVC LENGTH MINIMUM WHERE PIPE SEWER SERVICE B"ASTM EWE PLUG WTH GASKET IS LESS THAN 6.5'DEPTH SDR 35 SEWER MAIN 6"MIN.-12'MAX. AND UNDER DRIVEWAYS MAINTAIN 18"CLEARANCE OVER 8'X 4"ASTM 3034 SDR 35 GASKETTED WYE FITTING WATER MAIN SEWER SERVICE CONNECTION NOTES: PIPE BE,UING 1. TO BE CONSTRUCTED IN ACCORDANCE PATH SECTION SERVICE INVERT NO LOWER THAN -B"ASTM 3034 SDR35 2724 AND STANDARD DRAWINJ 02724-1 OF THE SPRING LINE IN SEWER MAIN PVC SEWER MAIN CITY OF BOZEMAN MODIFICATIONS TO MPWSS FOR WYE FITTINGS. 2. ALL SEWER FITTINGS SHALL BE SLIP-ON RUBBER GASKETS OR GLUE JOINT. so STRAIGHT SANITARY ECCENTRIC SANITARY TYPICAL GRAVITY SEWER SEWER MANHOLE B_SEWER_MANHOLE p TRENCH DETAIL E (MANHOLE 5 ONLY) C3.1 SCALE: 3/4"=1' ml SCALE: 3/4"=1' C3.1 SCALE: 3/4"=1' FRAME AND COVER TO BE EITHER CAIRD No.52441, FRAME AND COVER TO BE EITHER CARD No.52441, MCI 305 FRAME,305A COVER,OR IFCO 722 FRAME, FINISHED GRADE MCI 305 FRAME,305A COVER,OR IFCO 722 FRAME, FINISHED GRADE 772-B COVER. COVER SHALL HAVE TWO 1"PICK 772-B COVER. COVER SHALL HAVE TWO V PICK HOLES. T. HOLES. 1` EXISTING STREET SURFACE I' SUBORADE OR GROUND SURFACE 2"MINIMUM 2"MINIMUM- - 12"MAXIMUM -hf ADJUSTABLE GRADE RING n 12'MAXIMUM N ADJUSTABLE GRADE RING �� 4 5". 2 M: BACK SLOPE AS REWIRED a• VERTICAL TRENCH WALLS - WITH SHORING TO CONFORM TO CONFORM TO OSHA REGULATIONS TO OSHA REGULATIONS. SEE NOTE 1 5" Y k SEE NOTE 1 w STEPS AT 16"D.C.-- STEPS AT 16"O.C. 'v •g�� V TYPE"A"TRENCH BACKFILL UNDER ALL STREETS AND ROADS TYPE"B"TRENCH BACKFILL PRECAST REINFORCED CONCRETE MANHOLE RISER I° OUTSIDE OF ROADWAYS PRECAST REINFORCED CONCRETE MANHOLE RISER J ECCENTRIC CONE TOP MANUFACTURED IN E1 COVER MANUFACTURED IN ACCORDANCE WITH ASTM ACCORDANCE WITH ASTM DESIGNATION C-478 •� usi DESIGNATION C-478 -PIPE BEDDING IMPORTED 3/4' z MINUS TYPE 1 BEDDING MATERIAL AS PER CITY OF BOZEMAN T MODIFICATIONS TO MPWSS ' PLACED IN 6"MAX LIFTS& COMPACTED THOROUGHLY a Z-LOCK(TYP) ,I � _ TYPE 2 PIPE BEDDING REQUIREDB FOR 2 ( SOFT OR UNSTABLE FOUNDATION.TYPE - \ 2 PIPE BEDDING REWIRES GEOTE%TILE -------- - - -- - I I FABRIC BETWEEN TRENCH SIDEWALL& Z-LOCK(TYR) -- -1 ; IMPORTED BEDDING. MATERIAL PLACED A 1 IN 6"MAX LIFTS&COMPACTED TO DROP FROM INVERT IN • <+ w THOROUGHLY. DEPTH VARIES BUT TO INVERT OUT ACROSS ---_ - M •. ,,`�}; MUST EXTEND TO SUITABLE BASE MANHOLE MATERIAL. PAID FOR AS A SEPARATE 4 0.1'DROP FROM INVERT IN ; BID ITEM AS OUTLINED IN SECTION 6"PRECAST BASE TO INVERT OUT ACROSS -- � •. •i.• "-- 02230 MPWSS. B MANHOLE. SHELF SLOPE AT I' 6"PRECAST BASE 4 PER FOOT.SEE SECTION B-B A SHELF SLOPE AT 1' PER FOOT.SEE SECTION A-A SLOPE FOOT.CHANNEL 1'PER TO TRENCH CONSTRUCTION NOTES: FULL PIPE DEPTH 1. SEE OSHA CONSTRUCTION STANDARDS FOR SLOPE AT 1"PER EXCAVATING FOOT.CHANNEL i0 ECCENTRIC SANITARY SEWER MANHOLE NOTES FULL PIPE DEPTH 2. DETAIL BASED ON FIGURE 02221-1 OF CITY OF 1. TO BE SUPPLIED AND CONS.RUCTED IN ACCORDANCE WITH SECTION BOZEMAN MODIFICATION TO MPWSSSEE OSHA 2722 AND STANDARD DRWAINGS 02722-1,AND 02722-4 OF THE CONSTRUCTION STANDARDS FOR EXCAVATING to I CITY OF BOZEMAN MODIFICATIONS TO MPWSS 2' STRAIGHT SANITARY SEINER MANHOLE NOTE& 1. ALL JOINTS BETWEEN MANHOLE SECTIONS,MANHOLEONO RING&TOP SECTION,AND AROUND SEWER PIPE INTO MANHOLE SHALL BE WATERTIGHT, JOINTING 2• 2. ALL JOINTS BETWEEN MANHOLE SECTIONS,MANHOLE SECTION B-B MATERIAL SHALL BE"Ram-Nek"OR EWAL FOR �pNTANq RING&TOP SECTION,AND AROUND SEWER PIPE ALL JOINTS EXCEPT SEWER PIPE AND MANHOLE / INTO MANHOLE SHALL BE WATERTIGHT, JOINTING SCALE: 3/4"=1' WALL. SECTION A-A MATERIAL SHALL BE"Ram-Nek"OR EQUAL FOR 0 CORD ELL D. ALL JOINTS EXCEPT SEWER PIPE AND MANHOLE v POOL 2. TO BE SUPPLIED AND CONSTRUCTED IN ACCORDANCE WITH SECTION 11645PE SCALE: 3 4"=1' WALL' 2722 AND STANDARD DRAWING 02722-2 OF THE CITY OF BOZEMAN g 0- MODIFICATIONS TO MPWSS o ASS, I�� � U ONAL 6 A g C p E F G 30'RIGHT—OF—WAY DEDICATED TO PUBLIC 30'ROAD EASEMENT HALF OF ORIGINAL ROAD EASEMENT PROPOSED SEWER EASEMENT OVERLIES REMAINING it (PRIOR TO BRIDGER CREEK SUBDIVISION) HALF OF ROAD EASEMENT (FROM PETITION APPROX.1870-S) ��2 $j APPROX.9' pN I 50 25 0 50 100 150 200 6 4 _is I <Ja EXIST NG GRADE <W I SCALE 1'= 50' CONTOUR INTERVAL: 1 FOOT �� $ z I Q�Iw�o a 5 F APPROX.LOCATION OF I g>5 PROPOSED SEWERUNE ?b m hss EXISTING 10' APPROX 5. '< `>€ WATERLINE a m g 16' fIS FII ��iiil I if YI � ' gT€ J f.� ' 1r 15c .6 ROAD SLOPE TO BE �E,. ,�JS '�I�� II�II ' 1(7 .�,E. \I GRADED TO 3:1 AFTER JcPEfE•.NNJ III 1 I', M�S.fEf.51 SEWER INSTALLED 'c0 E, EEf.'J \15 I i i:ili r'1 I i cP f. EOM FENCE SHOULD NOT BE \!\�aE��k'cP S E ��� ( /� `J DISTURBED DURING y,EJQE,Of. I I ills I � 0\0'Mf,�pEf. \I _,MW kLL RO1D WT� CONSTRUC710N.\o�Eo� S SCALE: 1/8" = 1' S VJc E, �,IS vyN'1F Rf. P�GP MJS1�f, , e I',\MJS.EE,f, f1. S P iliH I , p Jf.'60'\.MJS.\EE. y�f E()Py� PVO� .O�JS PE'yv I� �i'fl e �ii BORE AND JACK CASING UNDER BRIDGER DRIVE 4 GP STUB 8'SEWER TO FENCE UNE AND CAP AND T� il�i�i �rs 1 i BETWEEN MH 4 AND MH 5,APPROXIMATELY 70' FENCE LINE AND CAP AND MARK iili� i OF BORING REWIRED. W 27"STEEL CASING, MARK ti Ali' I i is i WITH CASING SPACERS TO PROVIDE PROPER STUB 10'SEWER TO FENCE LINE AND CAP AND CONSTRUCT IS X 30'GRAVEL ACCESS PAD %'�•+.. - r�"3EWER_GRADE AND ALIGNMENT. MARK FOR MANHOLE ACCESS(TYP FOR ALL `_ - _ ` - __ -==#'�o III ANHOLES-OEE ROADROADWAY)- -- -- -- - - - - ROAD AND SEVER EASEMENT STUB 8"SEWER TO CM W SEWER ---STUB AND R ,M'X3 „l II-x��� SEVER_-1 M'za —n —_„ _ESL_—� ___-""___ni._"-_-_____ 4���._ _ __. CROSSES OVER EXISTING 12"WATERLINE r --______ -___-_, �11°^^_" rR OVE ANO-REPCA(s \• n —>r__�s�s_ _ I I' r 1EST BETWEEN MANHOLE 4 AND MANHOLE 5 /!ry v { RIM ELEV: +714-+2-4713.98 �r r �p'�-1 J' `� --'----�____ -""-" -' �J iAND MAILBOXES(T1P) �``; I ACCORDING TO UNI-B-6-90 INVERT OUT ELEV.4703.70 4703.56 �`"'� __--.nr---""`,`_��' - - - FOR EXISTING MANHOLE JE0124 i� /� � ._� - PROTECT PG SE POLE GUY I I BORE NEW 10'INLET IN EAST �~ �- HIRE DURING SEWER i I SIDE OF MANHOLE INSTALLATION INVERT IN 476380-4703.66 I al. 3 HORIZONTAL SCALE:1' =50' VERTICAL SCALE:T 5 u+uu 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 4715 4715 iff 4710 471C 10"SOR 3 D.31X SL PVC SEWER VFRIFY El Ell, - 4705 4/OS 12'. PARATIO_N BETWEEN EXIS ING 12"WATER LINE AND �N _NEW SEWER. CENTS 20'PIPE rf SE T RUNEG _- TOP- ON I la-5 4700 4700 faro DATUM F.LEV. aJ ri vi ri r a w d a a a N Lf tV Ll1 a � � .I ♦ < < z7_♦ M M a a a a a < w Y e < a oho 0400 1+00 2+00 3+DO 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 1 �pNTANq QCORDELL,D. POOL of 11645PE i0 w SJO,NAL Q qB C D E F NOTE: US WEST(QUEST)LOCATED 5 PHONE LINES IN THE RIGHT-OF-WAY SOUTH OF RI DRIVE. ONE IS FIBER OPTIC. THE OWNER WILL WOORKK WITH 1TI1 QUEST TO ALLOW REPOSITIONING OF PHONE LINES AROUND THE SEWER LINE AND MANHOLES. L TM+mow-M_wlw-MTNw'°��Il�wrwl►�wR.w��._ —aw— wrw— -M _ -aq-wN wrw—wrt M-M wrw-M -aY�- - __—____— l- l� _�___—_______ ______________ ___--___-___ —__-_ ----.-T ______ ____-__ _-___-__ _ _ �mz J - ._--____ _- —�11EK0 VE AND REPLACE CULVER OV£AI�1 REPLACE CULVERT —-—- -—- 5 PHONE LINES ONE IS FIBER.- . r -- @@ AS 15 R IS INSTALLED AS IS MISTALLED TIC ®�W g --- = - _ -------------------- -- ---- ----------_==------ ------_----------�- -- _ 5 w '�Rrxr-'z----- — WTr��"" ez.w r• -s�e. u.. --- -- _ .1 Silk- •,• ,I CO�TRUCT 14'x 36'GRAVEL 1 ACCESS PAD FOR MANHOLE 3 B<F5 a o PROTECT EXISTING VEGETATION ACCESS ^ ' ) r"n�I 'i it r+ �•\ AND RESTORE IF DAMAGED ``1 '\ RELOCATE OR DEEPEN FIRE ' I LJ li I1 i i I,1 %\. REPAIR DRIVEWAYS AFTER HYDRANT CROSSING r i \ 1 �/ LOT 1 \ SEWER IS INSTALLED I r T 0.554 acresOSEP � GUNJER frt,207 6 r 1895 \�-\ 11 I �/ i ct 18a6 it y51M 4163 NOYES I KEVIN GE 666 ��✓+Lot�' ! yh ','i iii I, I tI2 aRSHP \\ OPA N0 5 j 9F PP D SaN;� PPP.1E , 0 7 4 �YNN 1I2 aK NEO EBORP SO 25 0 50 100 150 200 SCALE 1'= 50' CONTOUR INTERVAL: 1 F00T *1 3 � a ® � HORIZONTAL SCALE:1' = 50' VERTICAL SCALE:1' =5' 1+00 2+00 3+00 4+00 5+00 6+00 7400 8+DO 4730 - - - 4730 91 �o zo __ . -- -- - NI 472 4720 5T1N 2 4715.68 _ DEEPENED FlRE CR S S BELOW HYDRANT ExI n c 18' ROSSM7G. -R E WA LF JNE— Mg 471 s4710 a _ a wn N ♦- �r "8 DATUM LZEY. 4700 00 { + c4 N a "> a4 ri .i r vi r� of 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 6+00 �pNTgH QCORDELL D. POOL 0 11645PE VV F i Z9A �� SS/ONAL E ' � c ■ _47�► � WM • . �`,,,�� or, 3M �'r. II AI 1T I•1' �■r+�.� i�� —�i�J— i �j. ��l'li I - _ 1 � • . 1 - II h R . • 4 '� - � r i r n r � � S INA loom Rodin Boiling EON wn '��■�L�� ��■� ������� ����������� ,a � = III = � �:: ME �M■ JIM ME �■��-I 11110 Ill w ��■�������I� ■����������■■�����MEN�� ��■�������I�� ii ME �M■�������I� inn vp �il�■����■■i� �I -sT•'1"" `- =� ` ��■�s�i � ■■f�■�� logo �n�■�■ �i� _ � -����■� ���1������■_��������■ Jillmoms MIND mm� 11 11 11 11 11 • 11 / 11 11 11 11 11 11 • � • 1 1 11 11 /1 iLt'3 A C ------ --- ------------- - - - - -- -- -- --- - - - ---- - ----- --- - ---- -- - -- ------ -- ---- - -- -- - - ------ -- ----- -- - ��.,,�.-,._-a►3--w.-�".�u.—�.._..= `- 4. T�QQ 470 ��— ns QQ 5 1 LOT 32'I �g < LOT 21 - 0.605 acres _=5 A 1< ' �OT 25 � " 0.442 acres ' LOTS PA-1--------- s<eo 0071 acres ( 0.466 auras 0.677,''acreo \\\ i 7 \ i ) L0T,12 L0T�31 LO#24 -----L0T_27 0.460,4'cree i 0.436 acres 0,530 acreir'- if - 0.788 04n 4 LOT 23 0.559 acres \ ( T T -- LOT 28 �-- ----- -- -- i 0.0a acres , / LOT 29 w 25 0 50 100 150 200 SCALE 1'= 50' CONTOUR INTERVAL: 1 FOOT HORIZONTAL SCALE:1" =50' VERTICAL SCALE:1" =5' �. 15+00 16400 17+00 _ 18+00 19+00 20+00 21+00 22+00 23+00 �J - 3 4750 1 4740 1 U U Y 4730 2 Y L � a a ¢ 0 e N � 4720 00 4710 ZiEa W DATUM ELEV. (� t 4705.0014TA`� 2m ' " � a v iQCORDELL C. � ,j 0 11645PE 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 0 FS C o I WS ONA� ENG W A B C Q E F G H &oo GER DRIVE --- ------------- -------- ------ -------- ----------- ------------- -- ---------- ------------------------ ------ -77-'" ;PA aWa PAW3 6� CE 5 Ms 47 ------------I.. 4723 ---------- ------ LPT • LOT 15 L 20 U.442 acres,;roe LOT "Llof 10------ - LOT 21 LOT 25 14 DO 0.475k,acreal 0.552 acres LOT V, ____ 1 0.442 acres j+)Q \4 ck� 0.371 acres PA60 acres OL446 acres tzit t < 4 --------------- LOT 14 LOT 17 '10 LOT,,22 LOT 7 LOT 12 0.564 acres 0.57d*44 0.460 Lqf 24 1 0.553 acres licres 0.488 acres LOT 9 --------- -------- 0.436\a Cr OA67 aabe 0.%7 aerfes - ------- I -- --------- �`_�CFT 13 L LOT 8 \,0.626 acres-----,, LOT 23 -- -------- 0.597 acres 0.559 acres 0.516 acres 50 25 0 50 100 150 200 Iiiiiiia I I I SCALE 1'- 50' CONTOUR INTERVAL: 1 FOOT to lbo "ib 3 HORVONTAL SCALE:l' = 50' VERTICAL SCALE:1' =5' 0+00 1+00 2+00 O+Oo 0+00 1+00 2+00 0+00 1+00 p 2+00 1+00 2+00 4740 4740 4740 4750 - 4750 b. y LA - G t n ;- ' I q6 &V 4730 -A 4730 4730 nNISH.ED MADE 4730 47 4740 4740 4740 2 is m*0.41 4720 0.84 1 R �Wfr I ojo I JU 4720 4720 4720 4730 4730 47 4730 SD 3! UK _V LILL I p 35 PVC 0.4_!WEELlu-_ 1. cd s2' te x DATUM ELEV zz ra: DATUM ELEV xDATUM ELEV. ¢& DA77JAI ELE 4710.00 Z7_10 4 4720.00 4720.00 Z-o g 0+00 1+00 2+00 3+00 D+00 1+00 2+00 0+00 1+00 2+00 0+00 1+00 2+00 SUCKS CaJFrr SNOWRAKE COLM VFMA CITY COURT DES PAW 00LIFF apNTA CORDELL D. POOL 11645PE Cl= 0 0 GNA L w B E IF G m- 6+00 ,,w— " --f— ----r - ---�-- - f, - -- -- -- -- - -�-- -� ----------- -- ------ --- - - _---------- _ _- - -- _ - _ ------z -- -- - - oK w`—Je -ai— u.—'9. — - ------ - - - - --- " __-uWf' �a�= �IIOII�KYI����'�_ ��Nam__ w __ + - 3- ilwr lT _ Kn '-�� � c ,� �ITJ` •ra )� 1 � y0 „I>yJl \neo-/ ,�� � `,� y� `'1 ���=E<�$ V I• \1 5 - - -- -�-- -- _- i- f ' t) i f I zgsGagi B�;F IF as an I I LOT 32 4 ' LOT321 �� o ' !60 0.6Li I 2 i 0.605 acres i % 05 acr4S ' ----- LOT 26 PARK 1 LOT�6 PA�IiC 1-- - 0.677 acres 0.466 ages \ 0.6T1r acres 0.466 acres --- 1l i � 1 —' X I c LOT 27 ` LOT 31 -----LOT LOT,31 �° 0.788 acres I 0.530 acres 0.788 acres 0.530 acres- �� �' - - I __ LOT 28 / -SOT 30 ----- I i ------------ LOT 28 / / ---LOT 30 - LOT 29 I E 0.836 acres / / 0905 area -_ --� i 5t acxee / LOT 29 0.905 a�xe8 / 0.731 acres E / 0.731 acres 50 25 0 50 100 150 200 SCALE 1'= 50' CONTOUR INTERVAL: 1 FOOT -b+r 3 HORZOWAL SCALE:T-50' VERTICAL SCALE:11.51 4760 HORIZONTAL SCALE:1' =50' VERTICAL SCALE:1" =5' 0+00 1+00 - 2+00 3+00 4+00 5+00 6+00 7+00 6+00 c _ 4750 4750Lou MWM 4750 W 2 35 PVC 40 130 jr MR 35'A pvc PMC 0 4740 47 4740 L I - - Tig - x DATUM ELEV.Lnw ¢ zz A7'UN ELEV. 4730.00 t5 -z a i� U - '" 4730 -- 4730.00 i aO pp a tV d + o O +p+ Cp N T♦ np�p nS �T �pp�f�pp �b�O�ppi Z 6�� mONi �F v�i O�mi N tIR rp�� <b N mMf lNp ChCpp O.O pMpN .j Id bUqq'1 q�q a�01�G o�r7 < f O O� <f .O♦ +Of a0 - a� ^f a< �+ a� <Y ^< 4V nt< f� Wf f O� UlN (,N N 0+00 POWDER PAFiC OOUFir1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 0+00 1+00 2+00 3+00 4+00 TA SEWER-FUTURE �p CORDELL D. LLLIII POOL Q a 11645PE w Q �S f)CEN+EC G\ W S ANAL w A B C G I TIFF FT T] TI_r FT T TT TT FT FT FFI-F F.1 I I I I I I I I I I I I I I I I I ❑I I I I I I I pl I �o / � .������� I i i I I 1L -- -- - - -1—r �� sIs \ I la Io to to l , f ll \ �0V��:p— rw I I I L I I / I ICI I I ❑I 1 1 I I� I° Io1o101 101 ° �i i�i i i0 i i l I i i io i ° I i` ❑ f I\ I \ I � I \ I � I ` I ` I 4 \ 400 200 0 400 800 1200 1a00 - SCALE 1'= 300' I I I I I I I I I I I I -hr I 3 I I I—FAST OF-CO^f R MILL 9E ROAD FAMW I F--- - -i ---r -I --- —I— -- -7 -- T— -- r— -- -- --I-- --1-- —T-- T -- —1 --1 --.--T - T —r -- —r I 1 -- 7— I I I I I I I I I I I I I I I I I I I I I I I I I I I I _T __ --1 _ � I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I❑ I I I I ►I I I I I I I I I I I I I I I I I I I I I I I I I-� I� I I I I I I I i I I I I 1 I I I I I —1 —_ —L -- _— —_ —_-- --- --- —_ 2 \ I I I +a I I I li1Pl i 1 I z1 ® l O IO FLL AFEA WRH ❑a + I ® 2 I f I I II ` i'TOFSOLFMM _1 -- 3 - - - --- --- -—- - - - I- -- - I \ I I � I I I I I I ❑ I I I I I I I I I Z L I I I I I I❑ I I I I I I I I z �pNTgH i ` \�—� h I ❑ — I I I I I I I I I I �� I I� CORDELL 0.PooL 120 60 0 120 240 3w 48D 0 � 11645PE SCALE 1'= 120' O �s o�-t� ) \� W S/OVAL E ' A B C D E F G 3'BITUMINOUS SURFACE STREET SECTION HEADLANDS DRIVE COMPACTED TO 97X MARSHALL LOTS R 0-W 3 CRUSHED TOP SURFACING TOPE AS R-O-W PARR - - — � REPLACE TOPSOIL TO A 1 MINUS COMPACTED TO 95%OF AASHTO T-180 6"DEPTH AND REVEGETATE " 3% CROWN 3% REVEGETATE IF TRAIL IS LOCATED HERE 4:.. 'I },' / SLOPE TO DRAIN TOWARDS MAXIMUM BORROW IF TRAIL IS LOCATED J/ BORROW DITCh _ DITCH SIDE SLOPE 4:1 r ^y,�• HERE SLOPE TO DRAIN TRAIL LOCATION VARIES _ AWAY FROM RO DWAY S 9"TO 12"SELECTED PIT RUN SURFACING(6"MINUS) A 5 COMPACTED TO 95%AASHTO T-180 CONSTRUCT ROAD SUBGRADE FROM SUBSOIL AFTER TOPSOIL HAS BEEN STRIPPED TO APPROX.8".SUBGRADE COMPACTED TO 95%AASHTO T-180. if 24' K<gS W� 26' 11 21'_22'TYP T DITCH LOCATION VARIES DEPENDING ON DRAINAGE STRUCTURES IN PARK SECTION ,,('A 3"BITUMINOUS SURFACE JPN AROUND STREET SECTION AT ENTRANCE COMPACTED TO 97%MARSHALL 3"-6"CRUSHED TOP SURFACING TYPE"A" LOTS R-O-W 1"MINUS COMPACTED TO 95%OF AASHTO T-180 �E O-p; IOTS y O -9"TO 12'SELECTED PIT RUN SURFACING(6"MINUS) COMPACTED TO 95%AASHTO T-180 CONSTRUCT ROAD SUBGRADE FROM SUBSOIL AFTER TOPSOIL HAS BEEN STRIPPED TO APPROX.8'.SUBGRADE COMPACTED TO 95%AASHTO T-180. SECTION 37 SCALE: 1/4"= 1' 3 TYPICAL TURNAROUND STREET AT ISLAND TYPICAL DRIVE OVER CURB AND GUTTER DETAIL IFRDM MDNUHa PUBLIC xoRca BTAADIIID ffECHCATKIN auwra 25262) 3"BITUMINOUS SURFACE COMPACTED TO FINISHED STREET SURFACE TO BE 1/0"TO 1/4" (� 97%MARSHALL ABOVE GUTTER LINE 3'-6"CRUSHED TOP SURFACING TYPE -- SLOPE ISLAND TO DRAIN TO "A"1"MINUS COMPACTED TO 95%OF LOTS R-0-W LOGE OF PAVEMENT Tv AASHTO T-180 o R-O-W LOTS ' 24' - 50 -_ 9'TO 12'SELECTED PIT RUN SURFACING(6"MINUS) SEC" COMPACTED TO 95%AASHTO T-180 CONSTRUCT ROAD SUBCQA2F FROM SUBSOIL AFTER SCALE: 1/8"= 1' TOPSOIL HAS BEEN STRIPPED TO APPROX,8".SUBGRADE COMPACTED 1. SUBGRADE OR BASE COURSE COAfPACTION SHALL CONFORM 10 SECTION 02230. (M.P.W.SPECS.,1996 ED) 2. CONTRACTION JOINT SHALL BE PLACED AT 10'INTERVALS AND SHALL HAVE A n MINIMUM DEPTH OF 3/4"AND A MINIMUM WIDTH OF 1/8". G N010 FROM cnY'of BQ2eM�f MOOHCATgI♦0 io MORANA nlBuc WgRKB BFAIOAID Bl'EQiCATgNB 1. 1/2'EXPANSION JOINTS MATERIAL SHALL BE PLACED AT ALL P.C.s,PT,CURB RETURNS AND AT NOT MORE THAT 300'INTERVALS. THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURB AND GUTTER. 2, NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE CITY ENGINEER OR HIS REPRESENTATIVE. 3. CONCRETE SHALL BE CLASS M-4000 4. CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235. (MPW SPECS.1996 ED.) 5. TO BE CONSTRUCTED IN ACCORDANCE WITH SECTION 02528 AND DRAWING No. 02528-1 OF THE CITY OF BOZEMAN MODIFICATIONS TO MPWSS. POWDER PARK SECTION 3"BITUMINOUS SURFACE COMPACTED TO 97%MARSHALL DETAIL 3"-6"CRUSHED TOP SURFACING TYPE"A" SCALE: 3/4" = 1' LOTS R-0-W 1 MINUS COMPACTED TO 95%OF AASHTO 7-180 y R_a PARK W I_PA I -,, 6 F- 3% 3% ' I 1 U /r{ O: v Z TM�N L TO 12'SELECTED PIT RUN SURFACING(6"MINUS) 3 �ONTAN COMPACTED TO 95%AASHTO T-180 SCALE: 1/4"= 1' CONSTRUCT ROAD SUBGRADE FROM SUBSOIL AFTER TOPSOIL Q COR OOL D. HAS BEEN STRIPPED TO APPROX,8".SUBGRADE COMPACTED POOL TO 95%AASHTO T-180. ¢ 11645 za' O ^ 0 2t-0 \ S iw SXQ'VAL E.C'�' Q d=� IMM MEM--- im ro Lqm 12 r rr rr •r rr rr rr rr rr rr � it r • rr rr rr rr rr �,�, -��� !. logo ® ��■����■�1����■��������■I��i����l■���1�1 1� �■ III - POP lose �� ■��������■ �������■ �i ������ ���� Ill lib mum" s EMEME Nunn m I..... .. r ra rr rr rr rr rr r rr , rr rr • rr •• •• rr rr • . _= A B C I Q E F G H el ---4O-- - It , "'ll LLOCA & 6sc NG AND BM --- , DING _e IS GONCEPTOAL-ONLY ---------- ------ ------------ ---------- A -tvio 47 Mrri tea. I m a.. ss 8" wa res 5 410 P + V Jf Val mo one 8 8 M 8 14, -- 6 474t% 4745� W, —4747 STOP N� K, WTH STREET NAMES I STOP SI(#4 STREET SIGN WTH STREET NAMES a LOT 32 0.605 acres LOT 21 SOT 25 0.442 acres 0071 acres LOT��6 PARCI------ 0.466 acres 0.6V, acres 4 ------------ LOT,,t2 Lqf 24 0.460,1icres I -QT LOTf31 0.436,,acres 0.530 acres,---, 0.788 acres HORIZONTAL SCALE:1' = 50' VERTICAL SCALE:1'=5' 15+00 16+00 17+00 1o400 19 00 20+00 21+00 22+00 23+00 l pm IV 1 032 4f Ell 3 so zs 0 50 100 ISO 2DO 4750 SCALE 1'- 50' CONTOUR INTERVAL: I FOOT M RD rA-5WH—G GR AD A- 4740 rz 2 rn 4720 o 4710 AA DATUY ELEV 4705.00 4 TA 4 Q CO!DELL D. A 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 0 1 1"5.,OL,E cc LLJ A B D E F G f ff t ttj- t 'Af+00 5 DRM-PNDGM?---------—----------- ---- ---- - --- ----------------- wit ARK"3 mo=Fes' .208 iwomon M 1 A uu we' IV, STOP 2. ---------- S'�'E NAMES miew;onii, E PILL m TopI,SIGN ------ 4m." TO AZ� Lof 16 L6T20 LOT 15 --------- UM2 acres I LOT 6,," -------- res 0.475k,acree) bof W LOT 0.552 acres 160 acres / �.oJ 0.446 acres ` _�, \ (� v. - ---- ----- ----------- 14 ----------------- LOT 17 LM 10 LOT 14 1_0�7 LOT 12 0.564 acres--' 0.57d si�ctle;p 0,553 acres nAM LOT 9 50 25 0 50 1013 150 200 3 SCALE 1'- 50' CONTOUR INTERVAL: 1 FOOT HORIZONTAL SCALE:1' = 50' VERTICAL SCALE:1' =6 HORIZONTAL SCALE:1' =50' VERTICAL SCALE:1' =5' HORIZONTAL SCALE:1' =50' VERTICAL SCALE:1' = 5' G+00 1+00 2+00 3+00 4+00 5+00 4740 00 1+00 2+00 3+00 4740 0+00 1+00 2+00 3+00 ig 9 1m P —— 19 LD 13 pt 6 4730 < < < 4730 1 4740 4740 .__ -1242 jjFn ROAD GR IE 6 1 4730 4730 FEW g 2 4720 n 4720 4730 4730 ps 4720 A— 4720 ut DATUM ZW, DATUM ELEV. Aa DATUM ELEV. 4?75.00 4720.00 4710.00 g 7_1 n �g 82 0+00 BUCK'S RUN COURT 1+00 2+1 00 3+00 4+00 5+00 0+00 1+00 2+00 3+00 0+00 VIRGNA CITY COURT 1+00 2+00 3+00 lei SNOWFLAKE COURT we IN I I Nee �pNTANq o CORDELL D. POOL 1145PE m o 629-,w 0 Fs1 t 0 AL Lu A B C Q E F G _77,7— ------------------ ------- -------------— ------- --- ---- ----- ----- ------- ------------- ----------- -------- -- ---- SS W SS a" ----------- ------ " oF r 8 10111 uj 470 7+OD 1 am ;Top Sl KITH STREET NAMES STOP SIGN STREET SIGN LU WITH STREET NAMES LOT 32 + PT 0.605 acres LOT 21 I I J-OT 25 LOT' 6 0.442 acres PARK Ob7l acres ? 0 0.466 acres .677 acres C� ------ 470 4 L m LOT,,22 LQt 24 LOT 27 LOT131 0.460,,icres 11 0.530 acres--,, 0.436 acres 0.788 acres LOT 23 0.559 acres "N, -------------- LOT 28 -- ------- 0.8�b acres i LOT 29 -LOT 30 0.905 idres b.731 acres 50 25 0 50 100 150 200 I I SCALE V— 50' CONTOUR INTERVAL: I FOOT HORIZONTAL SCALE:l' =50' VERTICAL SCALE:I' =5 HORIZONTAL SCALE:1' =50' VERTICAL SCALE:11' =5' 00 ;7. 1+00 2+00�,1 3+00 0+00 1+00 2+00 3+00 4+00 5+00 4+00 7+00 8+00 4750 4750 NJ" — 4750 2 4750 LIM 4740 4740 1 r I f > 4740 is 4740 -d 4730 ig 4730 0 0 L S — — DATUM ELEV. DATUM ELEV. 472.5.00 4730.00 4730 nMYW-D m C"'! 0+00 DEEP PARK COURT 1+00 2+00 3+00 O+oo POWDER PARK COURT1+oo 2+00 3+00 4+00 5+00 6+00 7+00 8 TA CORDE L D. POOL Sc�aV AL ECG -�-------- '� --- -- ---�—/---- -1-- --��— ,BRmGMR DRIVE ----- -_ --- � --- --- - _ -------Y= -- -�- -<-`\ ---- ----- ----� i--------- ---- __-- -----�1; - ---- --- _ ------------ --------------------- -- - --- ---------- --- ---------------------- ---- ----------- ---------- ---------r---- ---- _- - =---z------------_-`----------,,, nrw Itr `` � C ------------1_, ------- -- —_=------ --tom _-` s_ +-�.�=��-= -_��----t---------------'�' s am �' --- ---• �ct� 1 PAW ante - --__ - - r � -•T- 1 ` __' _—�_=i_ ly'` ' '_ _—__.` ---� �,- `�I I � -�� \ �� k`d�¢a ' I' I\ ; ❑ Pie 'ram 1 - �� ,ax,eP' { ---------- 9PADINQ 1 1 5 - D Kpp I / -, {rx T° - _, �`T i I• 1. CONSTRUCT RETENTION BASINS ' " 1 11 , :/ i, % \ `` \`\ <' ` nvolr a "1 p L 2. STRIP ROADS AND FILL SPECIFIED AREASFLLAW g =s 1 i\ */ a,•/ / i'- ,,1 Illa ``� - °\ \\\ `�`------_-___-- 1�\ `` 1\ {m. , `\ 3. CONSTRUCT ROAD SUBGRADE AND DITCHES Qg dm�g �. CC�[ ts¢3��ti 4. INSTALL CULVERTS 1"M i 5. CONSTRUCT ROAD BASE i1,1\y/'�� /' /� I I \ � 11\' \�i� I \i /'-------" '�' - '� \ ✓ ; �---� ;C V - �;TO�I , / —----- --' Y ROW OAADE ' = '--L- `, 1 \. \\\ I / 11 ' C' \\\ \ 14 FLOW DFECDON ------ to i 1 I I I > -------- - x as, ' n 1 i 50 25 0 50 J 1 __ _ -- 1 _L-� 1 _- -- - y_ I 1 -- / --_r�--�—��— --�-- --- -_ 1 SCALE 1'= 50' � ``~� -� ---- -- --- % -���-1 DRAINAGE BASIN — _----- I CONTOUR INTERVAL: ONE FOOT DRAINAGE BASIN 5 j 1 1 DRAT A I I v I 6 4.56 ACRES 1 I I 3.93 ACRES I I I I Qb RRIDGER --- < --- --- - --- - -- h ----- ------------------ - --- --- _ -- -- - - - ------- ---- - ------ - ---- _ ----- - ---- -------- ------ --- - -- - --------- - ---------- - ---- -- --- ---- ------- - - --- - ---- -_- - -_ __-- - _- _ L1�CAl10N,LAIDBCA}�Rfl -- --- -' --- -- -- �'�- c {° ne°r' _ s T _ :' AND B6�A4 GRAVING 15 av - --- `3 �y i selsmoa ro 1 — R \� Fti PAT `r *M.DRIVE I elrse OUT �' 1 1 16 ;% ` _ `\�� I`, �, 1', e9r 2wr SIIICLABBNRCP. �l \ I ❑ -- -----, 21 ' i 25 ' \\ aaeovntrau� ` r ------- p>• cErAL ON NffT CS1 PAw r- \I 17 I �' 19 I I , 9 i ) 22 ------ '1 ---- ---_ ❑ r �— I too DRAINAGE BASIN 3 I DRAMM BARN 2 ! -- 7.45 ACRES i 1427 ACRES �' /- %' 1 pNTANq CORDELL D. {' POOL I 1------- ------ 1--- '" — - LLJ I - A B C D E _elk TYPICAL CULVERT SECTION F go I U R R-O-W_ R-O-W I PARK REPLACE TOPSOIL TO AtX �6"DEPTH AND REVEGETATE GROW, SLOPE ROAD DITCH DIRECTLY TO BERM SECTION sro RETENTION BASIN WHERE RETENTION _ -_-._- -- -__i<_ B„ b BASINS ARE ADJACENT TO ROADS ARIES V-6"(TYP) FLARED END SECTION EXISTING GRADE RETENTION BASIN '*' INCREASE DITCH DEPTH AT ENTRANCE AND EXIT OF 'i a -RETENTION BASIN SECTION CULVERT. MAXIMUM SLOPE AT ENTRANCE 3:1 13 1/2"z 22"(18"E0.)CLASS IV ARCH R.C.P.CULVERT WITH FLARED END SECTIONS,MINIMUM SLOPE=0.5X,SEE PROFILE SHEETS FOR EACH CULVERT SLOPE AND LENGTH. SECTION C CLASS B BEDDING.TYPE A BACKFILL SCALE: 1/4"= 1' 1 �l+ CURB OUTLET CHASE(PLAN VIEW) n' 4' DRIVE OVER CURB AND GUTTERCURB OUTLET CHASE (SIDE VIEW) CURB OUTLET CHASE (FRONT VIEW) SLOPE END � Of CURB 3 DRIVE OVER - DRIVE OVER CURB AND CUTTER --- CURB AND GUTTER 4 MPWSS 02528-2 GUTTER INVERT CALLY 0.70 FEET BELOW ROAD CENTER LINE -- 1 A .;:.ICE A TYPICAL CURB EXPANSION JOINT _ TYPICAL CURB °i INVEft .... r,, ..: .. .. ...... T OUT EXPANSION JOINT r 13' _ DITCH 4' 4:1 SLOPE NOIE: SECTION A-A DETAIL B 1. CONCRETE INLET APRON WITH W.W.F. SECTION B-B 4' S' 6X6-W4.0XW4.0. SCALE: 1/2"= 1' SCAI E: 1/2'= 1' 2. CONCRETE.SHALL BE M-4000, 6"THICK WITH SCALE: 1/2"= 1' B"COMPACTED SUBBASE COURSE. 3. BASED ON DRAWING No.02529-12,13&14 OF CITY OF BOZEMAN MODIFICATIONS TO MPWSS. Z pNTAH QCORDELL D. k POOL � 1t645P � S W S/ANAL E