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HomeMy WebLinkAboutWestfield South Subdivision Phase 3B WESTFIELD SOUTH SUBDIVISION PHASE 313 'fC"8FO RECORD DRAWINGS NO. 709PE yI_ APPROVED CITY OF BOZEMAN, MONTANA 'r�DA'AL �c• NAME TITLE DATE DFAN & H0SKM INC. Prepared for � Z O TD& ESio NE6RM CONSULTANTS GREAT FALLS-BOZEMAN-HALSPELL WAS NTAA GLAIR W. DAINES, INC. aUQ S E HINGTON 0TLE.IsTOf � ANo 895 TECHNOLOGY BLVD. � BOZEMAN, MT 59718 PHONE: (406) 586-9519 I 1 Q SCHEDULE OF DRAWINGS LEGEND J EXISIIH b DESCRIPTIO 4 �� SHEET NO. SHEET NAME �I a E1Y 9 N r OXFORD DRIVE j� I ; 1 CAR SHEET CURB•QITTFR pp -- ----- -_--` ; I /�� NI- Q ►7 ------- ----- ------- -'Y ---- --'- �� 2 SITE GRADING PLAN/ EROSION CONTROL PLAN ZI V 1 INLET!MIIFT APRON r___-_-_ w I $ \ 1 �I I Y CULVERT 3 - 5 SEWER PLAN AND PROFILE jli C�Z —SD— —sD 1$ STORMDRAIN I I = I ® ® ' 6 - 8 WATER LINE PLAN AND PROFILE 0 MANHOLE I I i g, I '� 9 - 11 PAVEMENT LAYOUT AND DRAINAGE PLAN 0 e^ 0 100' 200' 300' ------ ---- / —S— —S— SANITARY SERER I I I I I I I i 6 i r- -- ------ -._ r-- - ------------------------------ o I W— —WB� WATER MAIN S C A L E I I i i - - I BLOCK 6 I, I 12 PAVEMENT GRADING AND DRAINAGE DETAILS I ml ��. Y .I i >Off�I�I V J Z Y T7 RflE HYDRANT j tn I I 17 IB 19 20 i ; U U Ur�'<w0 W W w II��11 ry�QvI I" r� na VALVE I I ' 7 I__- --- _ _ 21 22 23 24 25 '' I o 0 o O V- CURB STOP I I --- -- OR 1 I wo3 C L _ - G}- GAS MAIN : w I I N - _ _RIVE I N s 3� :- ��� SURVEY DATA 18 • xx.� --------- ------ — 3 FA �,� d —E - UNDERGROUND ELECTRIC '�.., I I I CITY aF k �' —T-- UNDERGROUND TELEPHONE BENCHMARKS w ' 1 BLOCK 5 ____________ _ _ _ _ a+ro N3♦�BOS 'N xs{oo -w 27a Y F•I rxlx ,�, www —CTV— UNDERGROUND CABLE T.V. E-<i e. j I 16 ^-- _ I I I < In� OAt � . —E — OVERHEAD ELECTRIC I I I 8 I w mi. - I I l O BM ARROW BOLT ON FIRE HYDRANT AT SE QUADRANT - INTERSECTION OF I I I - II+ 24 la —T aVeRFEAD TELEPHONE OXFORD DRIVE AND FIELDSTONE DRIVE WEST. STAMPED ELEV. 4988.49 3 2 —CTV— OVERHEAD CABLE T.Y. I E+ 10 !' �� iJ IEIIRACE �` JI I I I + BM ARROW BOLT ON FIRE HYDRANT ON WEST SIDE OF FIELDSTONE DRIVE I I I v ; -a LAZY HIRE&ANCHOR ►D7 WEST AT INTERSECTION WITH CORNELL DRIVE. ELEVATION 4991.00 O A'( LIGHT(LIGHT POLE) I (n �- I F- 8 i 11 IWj @ all GO POLE j I 0 14 BLOCK 8 w: W 1� RAWN BY: RFC N BM ARROW BOLT ON FIRE HYDRANT AT NW CORNER - INTERSECTION OF I 11. Ed 19 ; ' Ixl � WESTFIELD SOUTH � rl+ CENTERLINE MONUMENT DARTMOUTH DRIVE AND FIELDSTONE DRIVE WEST. ELEVATION 4996.47 I I 1� LLI 1 I�; SUBDIVISION FAmI to )ESIGNED BY: RFC PROPERTY ONE �. -- _-----' 8 'w _' I - Izl PHASE 3 - 'AWN UALITY CHECK: DJC ATE: 12/15/00 13 20 --------- EASEMENT LINE BM ARROW BOLT ON FIRE HYDRANT ON WEST SIDE OF CUL DE SAC ON _ 1 OI 1 IT x •.m ; �alilo I I� H JOB N0899-042 �••�••� PHASE BOLNORY LINE FIELDSTONE DRIVE WEST(STA 17+90)ELEVATION 5003.96 _•—x—x_ WIRE FENCE QARTI( v 1 z OI 13UILDNc BM ARROW BOLT ON FIRE HYDRANT ON NORTH SIDE OF CORNELL DRIVE I I I DRIVE E ;E- 12 B OCK 21 LL 1 -------- -------- -------- ® (STA 23+54) ELEVATION 4988.47 j I Q'"'' , i!n --1--f-f--i RAILROAD TELEP I 1 L p CABLE TV RISER BM ARROW BOLT ON FIRE HYDRANT AT NE CORNER - INTERSECTION OF ------- ---- 3578 CAIXErvRISER STANFORD DRIVE AND WAGON WHEEL ROAD. i 2 I 8 iLL II 22 = j VICINITY MAP � PRINC ON PLA E 1r1.23 SPOT ELEVATIONS ELEVATION 5002.41 ! 15 14 13 12 11 BM ARROW BOLT ON FIRE HYDRANT ON WEST SIDE OF PRINCETON PLACE I I BLOCK 0 I ( GENERAL NOTES: SECTION CORNER(FOUND) I i I i 1 INTERSECTION OF STANFORD DRIVE AND PRINCETON PLACE 8 BLOCK B / (STA 34+30.6) ELEVATION 4994.93 1 I I - -- 8 I l 1. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN WRITING AND ►-� QUARTER CORNER(FOUND) I I 4 16 r SHALL BE RESPONSIBLE FOR SECURING THE EXACT LOCATION OF ALL 3578 3598— CONTOUR BM ARROW BOLT ON FIRE HYDRANT ON EAST SIDE OF CUL DE SAC j I I i I 9 EXISTING UTILITIES BEFORE BEGINNING EXCAVATION. (W Q ON PRINCETON PLACE AT ELEVATION 4997.59 I B I T / Q z • a STRUT SON j I /� / 2. ALL POWER, TELEPHONE AND OTHER UTILITY POLES OR GUY WIRES WHICH Q W DELINEATOR I I I I i I 8 17 / INTERFERE WITH THE CONSTRUCTION SHALL BE REMOVED OR RELOCATED o cARSaxTE MARKER BM ARROW BOLT ON FIRE HYDRANT ON EAST SIDE OF CUL DE SAC I I 5 lV 8 ''5 I %' / /, BY THE UTILITY COMPANY. � z LLJ ON CORNELL DRIVE AT ELEVATION 4991.31 j /•' I1 / O LL.I _ _ SECTION IO DETAIL I I , 3. THE CONTRACTOR SHALL EXCAVATE ALL WATER LINES PRIOR TO BEGINNING q DESIGNATION SYMBOL I I I s 'I I f '� ~ V) ' �� 7 26 g I 19 :� = TRENCH EXCAVATION TO ENSURE CROSSING CLEARANCE. THE CONTRACTOR �� %� V U SHALL NOTIFY THE BOZEMAN PUBLIC WORKS DEPARTMENT PRIOR TO EXCAVATION. I 1 -----� r • / O SHEET NUMBER WHERE � I I ------------- ------- ----- �� �' ! � SECTION OR DETAIL j j w .% !� z LLJ Is SHOWN - 4. EXISTING FITTINGS SHOWN ARE BASED ON RECORD DRAWINGS. Q > -------------------- --- --- ! THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXCAVATING FITTINGS I WAGON WHEEL ROAD___^____g_______ — — AND CONFlRMING REQUIREMENTS PRIOR TO ORDERING NEW FTTINGS. ABBREVIATIONS i �� — —� — --� — — — _w N v 5. THE CONTRACTOR SHALL INSTALL CONCRETE THRUST BLOCKS AT ALL LL- AD ALGEBRAIC DIFFERENCE /N0. NUMBER -<C V/S-ran f•�/I r7-r�-n,� WATER LINE FITTINGS, VALVES AND FIRE HYDRANTS. w m AH AHEAD (STATIONING) PC POINT OF CURVATURE C7 �'/%l////�{ /�////--//��" FL1i/f/ - SK BACK (STATIONING) PI POINT OF INTERSECTION F--• 6. THE CONTRACTOR SHALL STRIP EXISTING TOPSOIL FROM STREETS R/W BVC BEGIN VERTICAL CURVE PT POINT OF TANGENCY z AND ALL OTHER AREAS OF CUT FILL. UPON COMPLETION OF CONSTRUCTION, CE CENTERLINE PVC POINT OF VERTICAL CURVATURE ALL DISTURBED AREAS SHALL BE COVERED WITH TOPSOIL. AREAS DESIGNATED CMP CORRUGATED METAL PIPE PVI POINT OF VERTICAL INTERSECTION BY THE ENGINEER OR OWNER SHALL BE SEEDED ACCORDING TO SPECIFICATIONS. C.O.B. CITY OF BOZEMAN RAD RADIUS EXCESS TOPSOIL SHALL REMAIN ON SITE, AS THE PROPERTY OF THE OWNER. CONIC CONCRETE RCP REINFORCED CONCRETE PIPE D.I.P. DUCTILE IRON PIPE RT RIGHT DMH DRAINAGE MANHOLE R/W RIGHT OF WAY 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY DWG DRAWING SDI STORM DRAIN INLET PERMITS. INCLUDING BUT NOT LIMITED TO STREET CUT PERMITS ELEV, EL. ELEVATION SHT SHEET AND MPDES STORM WATER DISCHARGE PERMITS. ELEC ELECTRICITY SMH SEWER MANHOLE EVC ENV VERTICAL CURVE STA STATION 8. ALL CULVERTS AND DRAINAGE DITCHES AFFECTED BY CONSTRUCTION SHALL LT LEFT SVC SERVICE INVERT STD STANDARD BE RESTORED TO ORIGINAL CONDITION, UNLESS OTHERWISE NOTED ON PLANS. LT LF LINEAL FEET TOC TOP OF CURB MPDES MONTANA POLLUTANT DISCHARGE TYP TYPICAL 9. NOISE RESTRICTIONS ARE TO BE OBSERVED FOR ALL MECHANICAL AND D No. 899-042COV ELIMINATION SYSTEM W/ WITH ELECTRICAL EQUIPMENT BETWEEN 9:00 PM TO 7:00 AM. (SEE SPECIFICATIONS) SHEET 1 OF 12 10 b v I DAVID J. z CRA 13 709P B09PE)j"§ yl m S m i i • + .I k PLUG AT END aF e•v�PE I ------ p / FL EUN.w)5.52 CON A SEDI Sh T BASIN,4'DEEP. �L -.- RICH Offi 8 CONTRACTOR BALANCE / 1 --- _ N I ��II _----- CUT AND FILL T PROVIDE _ �� i I I ----- ------ -`-\---- ------ 5 eMBu�KweEN aasLOeE -_ _ �__ ���/ ! / r� <Z0 - m Paa1JMGm-3x vA TN m -- =-_-�'• ! wJ Q�I / m I ----- ----- y— _ ------ r' OR MORE.AND INSTALL 7C PIPE"----- • 7r I f-1 F Q t00'LONG '.I . DRNN THROUGH EMBANKMENT •a • • /--—_— ! I I Y�1 ZO Z f I I I GRAVELED 11 \i J 1 _ OPEN SpACE— O— I I ENTRANCE - -- 1• vILFs _. Iw �S Hxw PLC r vl ' I + /I 17 f !� I i i a NmN I - I 19 'o— PLACE RIPR B NKET ] I _ 1' I I (ti 1 I I fi aC CROSSING rro9rN LINE a T 2,c o.s., DI�URGE t2 LON 1 x 1.5 ICK / ( !I 9LA 22 23 24 5 I 1 1 i I i Ol z �; a was AREA OR PLACEMENT OF EXCE F I f I i u� O I \ EXC NATION FROM I ZI q�G Q 1 J zl HASE Y 22+ 23+00 24+ QI ��I w N 25i0D B+DO 27+00 ` ,5•cHP z YI I w IL »- 1 O °i I - --------- --1\ / 1 , 1 ELLv.n eDRrH I9ezG 0 60� 120' 180� I ELLV.FL � I I I I mn I r - n ii SCALE ���� , o + a i ''I U�rlurr'c2NDs4rvio `— I Is•cuv o o O HyVI 1 I CJI + p- oo f 4 Ali y EIEV.FL SouM 49ee.2 c CI�W I a I i I I w o �\ 3 2 1 i1I�Il aI� 9 COD a ------- _ 11 ova GT" + I I I II II I < 1, I tx I o I OPEN SPA E ��� BLOCK 8 I I` 0 J-1 -' caAVAM"ED I i I I i DIDm DO ENTRANCE U 24 o I 'I I 19 RAWN BY: RFC 0 0 u I AREA OR PLACEMENT OF EXCESS i'l l — ESIGNED BY: RFC EXt VAT10N FROM HASE.3A _. — __ [T[ I. i — — — UALIIY CHECK: DJC 7 t- g e 10 i i I 25 30 ATE: 12/19/00 1 aarsxw I A I I s DH JOB N0699-042 li SUBDIVISION BOUNDARY/DEVELOPMENT LIMITS DRIVE I-0 m D \ o 1 I I\ + I. � \ I - U�RLm�cu SNNG 1 N 7; \\ n y 0 44+ ' \ 1 •m i I fTl d---+ f - _ 41+00 42+00 43+0 \ Ili II q95 ' II 17 l AGE N 1W ------- ------ ---- i RECORD DRAWINGS \ l N I + 1 �\ N o PRINCETO PLACE I I 1 PROVED �e T 03 NANE TITLE DATE o 0 I I I I 5 14 13 12 I l I l ---- i i 7{lQ140[TANIB Q Q Ijl " x BLOCK 8 ; �{ ; c U U) s. I O 3-F \———— — / V) LL Lu p +o < t T I ----- r� rr�r /� I\ o I 1 + OPEN SPACE // r % /;9 LEGEND � Fw1 1 1 ril I 00 I — // �/ ;r ® CONSTRUCTION ROAD SURFACING 1 V RR RIPRAP OUTLET BLANKET F O Z 8 �SILT FENCE L.IJ Q C=STRAW BALE DIKE LIMITS OF CUT k FILLS \+ // i FLOW DIRECTION OF I P / SF —DEVELOPMENT LIMITS(SEE NOTE) °' 100'LONG GRAVE.D ENTRANCE // i r SEDIMENT BASIN LLJ I I ' \ I I / ' m ++o I l I RR OF PI HOPE !6' 6'Nt PE _ CROSSING / AT SfA f/' NOTE- ACTOR SHALL INSTALL SEDIMENT BASIN I it ------ l f / AS SHOWN ON PLAN,SUBMITTING PLAN AND CROSS-SECTION DRAWING FOR APPROVAL l --— --------- SIZE PRIOR TO CONSTRUCTION. BASIN HAS BEEN ------- ---—___ _ _ _ __ /_�_ II �+� ____ SIZEANDD TO SERVE BOTH PHASES 3A @ 3B. TTOR R'E L IR7A — — — — GN"*m D — - APPROPRIATELY E IN THE GROUND AREA LCC—BY SPECIFIED. — _ __..o___-____�__9L______ — __ I� _�---'__—---------_-__— _____ _____�--_______________ _____—yr11Y20•C1MP FD 5/!•---9.00•N LN, LIEU.FL SIXIiM.998.5 4899.19- O AD N0. B99-042GR SHEET 2 OF 12 zU P 1 i T I I NORfH LINE OF 2,C.O.S. 1700 *�k 1 UTILITY EASEMENT 21 n INSTALL 8 - 8"z4" WYES LEFT I DAVID J. 'D I I = ( CRAWFORD t------- ------ o 22 �$ 23 24 25 I I it 'o No� 87o9PE�' ___ II SERVICE 6 I i I ,l CONNECTI NTYP.) I I I I ,a70MdL `` _ - U _ 27+42 5 M YE to „ 7912 21+00 22+ - J ----- - ---- - �\ I ZZO U o S +00 \\ I I I ZOD NELL DRIVE SMH'S _ _-_ _ I I o?- I _ --- r. + S H I i2 +90 I I I I �� I II i i I I Q I v 25too 26+ 0 8" SDR 35 PVC 7+00 SMH 7 u is cua I �� I 3 I N + I - ELEV.FL NORTH 4987.0 I /� I ELEV. tt so Z ZI G N I I m Ln II I __- / 01 QI �I cal I a J I - ao I -------- -26403 47 -- _1I cnl I w + I I- I 12' UTILITY EASEMENT I O I O0 o I _H EL4979.14 4979 36 _- w Of I �" I INSTALL 5 - 8"z4" WY S RIGHT 27+46.5 WYE �i �I O SEE SHEET 3 FOR I + I E1A970.83 I 15-CMI, Y FIELDSTONE DRIVE I 0 5 fir' ELEV.FL 87 �I I I I 0 I } 3 1 I I ELEY.FL SOUTH 49W.2 W al INSTALLED 40' ❑F i 2 I o so' 100' 1so' al a �I I 0,w PIPE SOUTH; CAPPED m i i ACTUAL MANHOLE t I I I I I I S C A L. E I I i Z Yi i A w m AT END I I 42" WEST :' I I >o Of 0' til O:of K Z QW0 + RECORD DRAWINGS o o ae o 0 o w�Qy) �03O cO I I I i APPROVED c\d0OPEN SPACE BLOCK 8 �i.Po'c 6.1 d r d 46 DATE �I ►s�i+ �NJ I ITD&IU OD18[A TAP7IS I l�I j QAI f/�rlf.fWE14M</J Bill w w ~ I< 1--k-~ SEE SHEET 3 FOR I I I i0 w' O a o 0 0 FIELDSTONE DRIVE I W I I I I I I 0 0 m — .6 — . . 7. . — — 8 — — . .9 10 Of �1 01 al QI 1�1 I "♦�g i' \ 'I I I II Rg > > >>r m m mmm + 43+85� DRAWN BY : RFC UIYA INSTALL 5 8"z4 WYES LEFT DESIGNED BY: RFC12' QUALITY CHECK: DJC --- -------- -------- ---- ATE: 12/15/00 + TDH JOB N0899-0420 1 1 O 5' 0 i I SM 8 11 41+00 42+00 43+ 0 SMH 10 I I i I I -- 41+3 IL412t23 41 / RINCETO'4 PLACE PPLAN 4" WYES RIGHT WME 40 5000 TYPE A BACKFILL TYPE A B CKFILL M Z _J ssss $$ N Q O 0 5000 zQ U O O cq n FINISH GRA E A 'm FINISH GRADE a 4990 + till a Z= za Z n o rn m¢ - 2 Q F J J ____ !- JJJJ VIKww of it d it -_ -__ __ -_ f f XISTING GRO ND Q Z ____ _ - EXISTI C GROUND N z O r STUB OU 2' OF 8" EWER FROM 4990 Q Q g O FOR PHASE 3AP TO ND SEWER J w W LI. N 3 S a0062 ft 0 Q W 4980 "' =o.o049 ft ft o N m 5=0.004 it S=0.004 ft/ft o Ix 37 L.F. 8" SD 35 PVC o V,J J �J J 251 .F. 8" SDR 5 P J _ w k-U208 .F. 8" SDR 5 PVC 1 2 L.F. 8" S R 35 PVC w �_ w w N 4980 w Z 0 on o O Ina zN 3 z Ma 0 X K Q Q Q X Of O 4970 1i w a N 3 NmM mm m m m mm f Mm b � "- m " h � mN Nm 0 Oi m mm rn m m m m rnm rnm rnrn rnm mm rnm rnrn rnrn rn rn rn m m O1m ']m i"m m rn rn rnr O; m� n� "0 � n4 n4 n4 n4 mm CO m mO rnrn 01 rnrnm m m mm mm mm mm m m m m rn rn m� � rn rn 10 m m 10 rnrn am m m M m � Mmm vrnm] rn m rn rn '�a as d'a a� a� ad ay ad a� .ry a� ap ey ae ad a,F a a a ad. a� as as a,4 ay a",. a,F a� a a 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 40+00 41+00 42+00 43+00 44+00 45+00 CORNELL DRIVE — SEWER PROFILE PRINCETON PLACE — SEWER PROFILE AD NO.B99-042SWR2 SHEET 4 OF 12 ODAV DD J. o I j 16 17 18 a i {3° '� cRAWFORD jam` m N0.8709PE I I oZZFSEE SHEET 4 FOR - I I I i f I'0l = M I p I PRINCETON PLACE I { `'.Jfr7➢Pd�LF ©•d```` N I t I N I'�� Ell 0 INSTALL 3 8 g. WYES LEFT i Pm U z H01 za I I nr I I 1 I I` I I I � ----- .{ {e15' (TYP, 12' UTILITY EASEMENT mz 0- IIS S 33f 1 LJIVI d 1�/] Z CLI ------- ------ -- ------- a I V---- 3.5 1 mm ��� 2�+00 OPEN SPACE 28+ 1 31+00 32+00 33+00 34+00 SMH 8 35+00 36+0 37 00 38+QO .. Z1 zl q I N MH 5A 8" SDR 35 PVC t SMH 9 I >_ WI ZI I w o - iUiug W,I HI� IL t �O I I i 15' WEST ------ -------- - ---- ----- ---- -- - -- ---- - ----- 4 71R� ARA r 30+93.E1 $ 49E9 20 I o i+ c N j l y d I I I T VALVE I Q 4979.7 R { 4984.03 12' ILITY EASEMENT '�g ERVICE I _ �I w1 o al Q SEE EET 4 FO ,� i mI �I c� I I F o 1 +g + ONNECTION (TYP. I I �I �I �I51 1 'r w I [O ro I o I CORNEL DRIVE d vvvSSS '�d I I a JI I I)~w 1 0 1 'q r� r�d d N I I I 1 + 1 17 18 19 2p 21 22 23 24 25 26 I I. I ti 1 I ' I nYI { I QWm 1 ACTUAL ANHOLE INSTALL 10 - a'x4~ wYEs RIGHT i { 'n 1 { i 'v� I J i i 42" WES 1 { 1 5 3) -00, �?wo I w w W W W W Ql Ga I I I. r rn I Fb+ZZ = Id I ' 9 c,I �I�I�I O 603 I I 6 I j 1 i o of gaol UV)iW u I P = 22+15.88 �I ON I 1 OPEN SPACE i "` 1 V d I "I I I 1 G LLo I I 1 1 i < WFW 000 I PLAN l RECORD DRAWINGS m m m m m 0 50' 100' 150' RAWN BY: RFC APPROVED I I I I I ESIGNED BY: RFC UALITY CHECK: DJC NAME_ TITLE DATE ATE: 1/3/pp TDH JOB N0899-042 Hamm lI1 m rarrtwa NOTE: CONTRACTOR TO VERIFY LINE AND GRADE OF EXISTING SEWER LINE PRIOR TO MAKING CONNECTION. AGR - E'. z WW 1.1 Zp 5000 - cn w _ W+ci .b� �yO0 Z 0 Q-~ J J --- -------- o t In rnK 444 �� IL Y. Q 4990 -_- -- R � Q ft W W f- -_ _- ; _ R 5 PVC W O W � m _J1 e0 0 --- < LLJ W - - -- -- 32' OF 8'x4' p11eR/R cwi � INSULA ON AT 3 _ t tt a m TA. 8+ 3 J 4980 ONNECT TO 8. SOR 35 z N w %ISTING 8' EWER L.F. EI�T 379.4 0.0 z 0.00 5 ft/it 7.6 X i I Q SDR 35 P PIPE w a NF 3 M N N n m M m r7 M N .-� O� rn� iO,a O m N Mf n m m ne a� Nn rnn mm mN �N �rn ON 'n� yj e f ,(j b n GD Oi m m m m GNU aa0 m �m 1m amDn �m a'rn 00 O�� Q'-i� ONiN ONi r7 pcM me rnm rn� rnm �� rn� rno O .010 rn rn rn rn rn rn rn rn O� p, m rn m O rn rn rn rn Gn rn rn rnm rn� rnm rnm rnm �rn yrn am am yrn am aGA em am ern <O1 aO m a a 27+00 28+00 29+00 30+DO 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 D NO-B99-042SWR3 STANFORD DRIVE - SEWER PROFILE SHEET 5 OF �2 1© ...___- _------- --... ... m 4'HIGH PILES I � m 4 I ,rr,r 0 ,err r,r,.,., e` I I 19 20 w w z 7t� _..._.... ' r 1 1 f ; „o•Or1T,1�,,,, w rn m w O Z P I 1 ,*}DAVID J. I I NORTH LINE OF 2,C.O.S. 1700 ¢ �a z = SEE SHEET 6'F p vl�w� ^�v �� INSTALL 9 - 3/4" WATER SERVICE LEFT wJ� I 1 i 1 �i NO. R709PE 1 I FIELDSTONE DRIV WEST ----__-- m 21zom0 cRAwF RD _ 0 ow�w rn Q l_' d3 21 25 I O 3 U + �' i'� m ro w¢_ b I i 1 �OAdL ©•`c``. + ^ qq R w I I 0 00 W W - - _ N o w N n *N N C4 _ - TAP AT�ex� to 8" D.I. PIPE CLASS 1 -_��m 11 � tE } �� -�7+62Nmaa I i I zV ZZO \ Lol zJ�o I I I I I i�l z0_0 CORNELL DRIVE I II �i _ • • j l I I I 3 OI I + N I r__ II�I� ELEV.FL NORTH 4987.0 ZI (, I y J o UxC0 O) I _ i�'1 ELE1.FL I Oz I aXOJ ~Io J _ ---ip- - - --� //�/ i i II alb 'Mall I >0� a z I M _--'TAP AT O� I m m m I I id - 27+d4 I I ihJ �� �I d V Y I o, 26+31.11 v ; Ina�'o' I + =�1 NISI L9 n a I t5'CMP (q I 5 WATER SERVICE �y I r- 0 50' 100' 150' OI �I cC�l QI V Z I I N m cS N; I f I 1 CENTERED FElE�v.R SOLJIH 4see 2 I I I I I I I I ml �I W I o f 1 rw o F w I 9 2 ; I S C A L E QI �I 1 1 1-w a3 z _ d; I WITHIN LOT(TYP.) 1 to I z o N z i INSTALL 5 3/4" WATER SERVI ES RIGHT I ' I Z Y1 I W m m I I I I 1 0 I 2 I I j 1 1 1 V Z I � U wD �0 I I V)i V)i vOi u0 [y�Z a NOTES I c�h I o 00101 ►Or1 �03 MI oI q a a w 1. MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION OPEN SPACE BLOCK 8 y l t BETWEEN OUTSIDE OF SEWER/STORM DRAIN AND ^, g w I I i N of (ONJ WATER LINE CROSSINGS. cp I a I r cti a I i i <01 al dl 2. SEE PROFILE FOR CLASS OF PIPE AND FITTINGS. E SHEET 8 FOR I> ANFORD DRIVE I a ! RECORD DRAWINGS 0 3. NEW WATER LINE SHALL HAVE A MINIMUM OF 6.5' ¢x INSTALL 5 - 3/4" WATER SERVIC S LEFT w I i Q Q Q Q COVER, EXCEPT WHERE NOTED OTHERWISE. o ^ I 90 4. WATER SERVICES SHALL BE NO CLOSER THAN 18" I n a w I i APPROVED I I I I FROM OTHER WATER SERVICES ALONG THE MAIN. . . — .I am>. . — — — v - - — --— — m. z — — — + '— - — - — :✓.�51-'X E PRorE �L c� CA �I 5. ALL WATER SERVICES ARE 3/4" IN SIZE AND fll — N ¢ i rru A PLACED IN CENTER OF LOT, UNLESS OTHERWISE I i s 7 N B 9 ¢+=x 10 r�� I I I l il� 1HOMA3, DFAN dL 11063C S, INC. m m m m NOTED. I I a m w I i 111 ;�-) ENGINEER/NC CONSULTANTS F r \!jI GREAT FALLS-SOZEMAN-KALISPELL MONTANA 6. FIRE HYDRANT ASSEMBLY INCLUDES HYDRANT, I I w AUXILIARY VALVE & BOX, DRAIN GRAVEL, AND I 3 g '8i rnz I i LFWISTE wAst+INCfo LJ L isT N t DRAWN BY: RFC RESTRAINT GASKETS. (SEE CONST. STD. I ♦�♦ n i i DESIGNED BY: RFC No. 02710-4) I UALITY CHECK: DJC pm ice/ �/�p� 7. FIRE HYDRANTS TO BE LOCATED ACCORDING TO I-40±�32-- --- --- --- v- --- \ �3+61 I i ATE: 12/15/00 CONST. STD. No. 02718-3 ; i TDH JOB N0899-042 8. ALL VALVES INCLUDE THRUST BLOCK ACCORDING 30+60 TM-I_ TO CONST. STD. No. 02718-1 r i 9. ALL FITTINGS TO INCLUDE THRUST BLOCK ACCORDING O 00 8" D.I. PIPE, CLASS 51 TO CONST. STD. No. 02713-1 1 I / _PRINCETO PLACEY`rT ?w'+�Iw FINSTALL 5 - 3/4" WATER SER ES fjLGNTAN I I V PLAN �771 a w s000 J M TY E A BACKI ILL TYPE A BA CKFILL ZLL- O 0 5000 Q Z a 4990 FINISH GR DE Z Z FINISH RADE o cr cr a --------- --- - _ - -- -- --- ----- ---- -- --- - --- - --- _-- Q Z ___ 4990 EXISTING GROUNDV) Z Q o 4" THICK P LYSTYRENE EXISTING GROUND ;n 0 0 m U O 6'SLONG ON, 24" MADE, 16 0 J w (_LJ LLJ 4980 " L.I.J Z O 0 J m INSTAL 776 L.F. 8" D.I. PI E. CLASS 5 11 z (� m z Q < �+ INSTILL 398-L.F. OF 8" D.I. PE, CLASS 1 ¢ J Ld m = INST LLED T BEND a -J 4980 LJJ Q AND -LUbLiLLl CAP/ HRUST LUCK w o o rh o d $ O 0 4970 +r, + + + + + + N U a0 0 m"QYmY1 rn'Tmar` rnaOsL mamsQ mm dm mm .d ,n6Mai m m D m 'm .0 mm n¢ana m<amm(rsO m'° NaNN0 NOo'Nm� YG'nma Ov'Mnm �o'IMmaO Ni ms a m maL N a mm mNo'm0y mm"�„m<mj nNmm<m a a a� as as as �d <y ca vy as 20+00 21+00 22+00 23+00 24+00 25+00 26+DO 27+00 28+DO 40+00 41+00 42+00 43+00 44+00 CORNELL DRIVE - WATER LINE PROFILE PRINCETON PLACE - WATER LINE PROFILE AD NO.B99-042 L2 SHEET 7 OF 12 I ( V I w SEE SHEET 7 FOR I I CL o i 0 I In!� PT = 25+17. 6 10, a PRINSTON PLACE 'L N I s I I PHASE 3B w l I 16 17 wu. lt± a i !gm m�? I x_. PHASE 3A w Q I 3 I >m �`°¢ " i la. +�� a I _ I I 4s w I I w� o� i 1 co La + K 10 I FBI <�o I U�HII----JJ I d o a In 00 o i a� w a 0 50' 100' 150' pVl 1 I I In nm mw .co g 1 nm> Mzw I I I I o� I WW' ro I 1 +N Um a as zn� S 5 aZ0 w• I I _ m I I n a 3 w w I Z WW I z INSTALL 3 3/4" WATER SERVI ES LEFT n / u i� C A L F U a0I I I SEE HEET 7 FOR I < I^� ----Ott! _ 1— ---- --- --- -- -- -- ' ' I I qL ZOO a� ( ; CORN LL DRIVE I ��� �Ri�/E- w j ----------- 36+3027 — I 1 -��i- ---- I I I 00 31 32+00 33+00 a 34+0 0 35+00 36+00 37+00 + 1 i i a I I ;PACE ++ I I I NOTES 13 w wl w W W 1 zl �I I I N -------- ---- 36+43.19 ----37+29.48 - 51 �� WATER LINE C DRAIN AND - - x N 34+7319 36+—— o GS Oj a Qa tan ---- a -- ---- -- -- - --- -- --- 0 1. MAINTAIN A MNIMUM OF 8" VERTICAL SEPARATION _ '^ BETWEEN OUTSIDE OF SEWER/STORM � E ROSSIN I I I 3 I dm 'd � +92 1 �i + 2. SEE PROFILE�FTOER�CLASS OF PIPE AND FITTINGS. al ZI a (�j Y I I o I 0 17 0 } (� INSTALL 10 3/4" WATER SERVIC S RIGHT 1 0 1 z z o CENTEREDi w w I 3. NEW WATER LINE SHALL HAVE A MINIMUM OF 6.5' �1 al vll I I I U m m a o WITHIN LOT(TYP. a .4 w ,,a a �x I � I COVER, EXCEPT WHERE NOTE° OTHERWISE. m� I I r m l I a x m - 21 a w m 0 , I o. 02 8-4 Z >om N Fo O ]8 19 20 „ Z 2� 23 24 25 „ps ¢Q �6 ; i 4. WATER SERVICES SHALL BE NO CLOSER THAN 18" < al 14 w f`� FROM OTHER WATER SERVICES ALONG THE MAIN. I QI I N z f nab¢ 00w 6m n �� +a=�� INYI ' 1 QW°m ( n PT = rn 01 I o, o a zo of 0 a, a%w Q o Z m> 1 �i ; 5. ALL WATER SERVICES ARE 3/4" IN SIZE AND j O I 1 I VA I ) 2+4313 I n m m> Pm p m I n m w x d o 3; PLACED IN CENTER OF LOT, UNLESS OTHERWISE I I I I 8 ( �w �w o a0¢N FOUND SMAT30+ �z N C, �wmz alwalalal VQWZ rn z �'z o w i (10' R TO PLUG) I I 6. FIRE HYDRANT ASSEMBLY INCLUDES HYDRANT, U a U U U LQ W I- I I 0 3 ao m a CUT Ic Y TO B.O. lo+ to to W o Cy ZF AUXILIARY VALVE k BOX. DRAIN GRAVEL, AND w w w w FQ(n I F o I 0 -- I I P = 22+15.88 RESTRAINT GASKETS. (SEE CONST. STD. �I po��-1�1 y�j W0W tI I OPFN SPACF "; 7. FIRE HYDRANTS TO BE LOCATED ACCORDING TO �{ ��J I I I I 3 CONST. STD. No. 02718-3 NI 1ol4 �1 a�of 1 i S. ALL VALVES INCLUDE THRUST BLOCK ACCORDING m o1 n�I � 1 PLAN I i TO CONST. STD. No. 02718-1 a <<< 9. ALL FITTINGS TO INCLUDE THRUST BLOCK ACCORDING o o o TO CONST. STD. No. 02713-1 I I 1 + ; I 1 I I � i ; d v11 STA. 4 RECORD DRAWINGS B 7 I � �I A 2+36.7BK = STA. 18+83AH1 INSTALL 8" TEE I > >>> APPROVED ,� = _r2�rf H,�� t.i,,; WEST LEG CONC. THRU5�9 CK i GOOD MEDICINE WAY m RAWN BY: RFC CON I 3 Rwr 1m>: DATE �A& EWAN & HOSM& INC. ESIGNED BY: RFC J-3 UALITY CHECK: DJC TD& ENClNEERlNC CONSU6TANTS I i ATE: 12/15/00 GREAT FALLS-ROZEMAN-KALISPELL MDNT- SPOKANE 'AS HINGION j I TDH JOB NOB99-042 LEwlsroN IOAII Io FIELDSTONE DRIVE WEST WATER 18+00 1 I SEE SHEET 6 I I 15 I I I I TYPE A BACKFI TYPEB BACKFI L FINISH GRA E _ J ---" _ 5000 '--- Lt_ --------- -- - w Q 0 EXIS NG GROUN Q Z LLJ a > p o 4990 C _ -'-- Z -- Q J a¢ QC 0 a Z w a Q G Z w INSTALL 1248 L.F. OF 8" D.I. PIPE, CLASS 51 Z w N J w tYO1 4980 0 (n W Of K, m a aJ a W bi a =of m > _ w 0 caa w a w u 0 m N a N - `t N N + + + + + + + + + n m m O IO O Im O N IA N N N N IO N NJ m I� N IO E0I IRn nn -q On mN a10 OIM �m mIO m-n nN �NOmN mN mN ON �< a� mm .cm nw Ip� no m^ m� O� O� NN NN Nh IMa 7uj IO`p `U I� rm NO) m0 mm mm mm mm mo mN Om m m m m m m'- m m m m m moI mm mm mm mo mm o, mm mm mm mo 0mmmm mm o' mo' 10m°' o' mo' m m m mm mo, m m m m m m m O amm m o m m m <O N I(1 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 STANFORD DRIVE - WATER LINE PROFILE D N0.899-0 OF 12 SHEET 8 OF 12 I 65 - 12 HOPE NORTH UNE of 71U I§ @:®:§: 1 ® ORUDRNN uNE'Y n UTILITY cRossiNG ROF1LE THIS SPIFFY 21 T� I __-----' --------- UNE•4' Ot II b I 1 =*, *� R=15' (TYP.) '��S!T_ + i 1 =' { cR�Aw�oRo AREA OR PLACEMENT OF EXCESS I -- NEWOfU1MWN LINE'3' N to Ip I i /� 8709PE JV E PROFTEE THISsHE>r + EXC NATION FROM HASE 3A _ -_ I NOTE o`s INSTALL PEE 9 RIA -RAMP 4986.tt /,,,,,'f �p J \ 1 1 END TERMINAL SECTIONS. J - - ---- -- J \ I i 1. ALL CULVERT LENGTHS INCLUDE FLARED L 7pMd I 21+00 22+® rn BACK OF RB (TYP.) R=15' \ 1 1 23+00 4886.40aZ� 1 1 I 2. CONSTRUCT PEDSETRIAN RAMPS AT ALL U Z0i 24+ 4 18.5' 4987.96 +13.30 +55 0 12 +q0 CORNERS WITH 6" M4000 CONCRETE. I I I ~¢ _ ORN_LL —_ I_ __ 988.54 I F,, 25; 28+00 18•5' Culp 27+0 sae7.a6 496s.oG L SEE STD. DWG. 02529-8 I I ZZ- I ro I 1 t.- NORFH s9aT.0 3 P ONS 4995. I I - I PROPOSED SPOT ELEVATI 42 I I 0I f I (/ J[�+ I n / I ; dit ELEV,FIL S7 REFER TO TOP BACK OF CURB LINE I I h U T z I a f --_ R=15, z / I ( ; ELEVATIONS I I Q O I 1 vo-i rn �JQ N `. NF I -- ---, -------- C7 I Ow zap .t -w I I �r 49eatt I 1 ; V9 I I FQ'� + 1 m z a0 O rt w In 65'- 12'HOPE m In �__ I 1 1 01 Q a J 1 p I ,y 7 1- o Q I C.+ UTILITY GROSSING I z 1 L I I I p ° W m 1 0$ I tY CLIP 0 50' 100' 150' wl w cp I I w¢ mw o I + �� ��w ¢o I 0r' ELEV.Ft 7 I I I I I I ai J x N n w w t,i It O pp q0 5 0 N '4 w F- ; 1 ELEV.FL SOUTH 4986.2 SCALE W Z O OZ I �n I Dz Ia oc'9i wo 10 r>ao OSoo T 2 ; i uljaa� Y Jacp N{�O y� I =l�ii a ro mdcni �z p��uwiz w�l¢� �Q I HQ F �JE d 1 d��a �7Q 1 i p'OpN Z��Omm mz =�V1 f/12 I Of LL 1 1 i°m i ?o� I ail �IW-��i va~ r i i aN adN�io mm arnaNrmi i 41 I /��N o i i 4990 m W w Go.0 a`� Fromm t/1 YI 10 i wa0 W400m 499R a wm I z I I elm W I� + Lh _ _ Zap =ULL�� IV)Z po I - U W UUU ENO OPEN SPACE BLOCK 8 I V tn(n 5q NI N I 1 1 ; w www F¢v) a •;lFt.i roo I I o 000 0 m rn SD ( I I ' i I I I rrr'���I w 0 3 4990 a la� N 1 1 i 4980 4980 [•Iola V c��I SEE SHEET 11 FOR STANFORD DRIVE I w AREA OR PLACEMENT OF EXCESS ; ' § WW �+ TO +Q EXCAVATION FROM PHASE 3A __ .I_ . _ - - — § § ¢ ¢¢¢ S= 005 p — — - — — . — -� — — � - - -' r r ft/ft S=0 005 t ft 0I aI 0 I U r B 9 10 ; 32 .F. OF 1g" RCP / i i l l I i III 18" RCP CLA S III oI �I pI 4980 II - l HDPE �1 1r I A UT1LIYCROSSING A 4994.42 4970 m S-000$ /ft 03mm 34 L.F. 24" CP INSTALL PEDESTRIAN RAMP 4992 4970 -1- ------ \ i RFC CLASS III, 1 FE ro A =15'(TYP. R=15' \ 1 n n RAWN BY: + \ m ESIGNED BY: RFC o 44+ a rn rn UALITY CHECK: DJC INSTALL STREET SIGN 4993.07 'o0 16.5• 49s4.3G St0 ATE: 1/3/01 1 4sa3.G7 "a 1+00 42+00 16.5' 43+00 10 4995.25 i 0+00 TDH JOB N0699-042 o+DD 4970 O �t ; ______ ____ R=15• p ,' ; STORMDRAIN LINE "4" STORMDRAIN LINE "3" n: -- - - -- ---- i m rn m n� I I VALLEY GUTTER PRINCETO PLACE a a I L4 4993.26 499442 -_ -- ; ; RECORD DRAWINGS L I i APPROVED o z+oo 3+00 I =1 LT ) � i b� r a �ar�� ZL � Lil Z Tm-E DATE STORMDRAIN LINE "2" 1 ; 15 14 1:1 12 11 q T'HOMAS, DEAN & How INC v � GREAT FALLS-BOZE -K SPE MON A /•� 150.00' V SPO E ZNrdArEFR4 CO LTA WAS ON I L N n f 0LE I N ID HO M w LOW POINT ELEV- t986.38 o N J o m LOW P 1NT STA = 3+50 + Id o m LJ..I Q O Q m In PV STA = 23425 0 a + < N PVI ELEV= 49 .13 ♦ m " p 5000 II ---- Q Z Z > 11 II > T LC) Q < A.D. = 1.50 N a 1 F¢ w af N w K = 100.00 ti cn 4990 o O S a ga a FINISH GRAE E Z - - 1.00 W 0.50 -- - 50 1.0 % _ - -- -------- -------- -- ----- -- ----- --- -- ----- __________ _______ ------- C � G Z XISTING GRO ND Q f0 Q - -----vl -' ---__ :- EXISTt G GROUND 4990 D BE-. GUTTER 0 Z Z Q 0 e IJ 0 O W li.l O 3 LdJ N Q 4980 Li 0 J o 0 o Nm ir o w J Z W �_ W Lj w N 4980 -w J Z LJJ z o�+ af > o rn o z o^ 9 o z N o (0/� /<•t 4970 � rn 3 Nm nm Ym mm mm mm Y� Om N� I1Dm m� mm N� am t0� d"t N O O n N lO Mt �a0 h m M m M m N) M n n O N rn n o n Nm Nq nN �� 1` O O io N Oo Nn ,O rt) � �� QOm a^Om arDm m� m� mm �m �m amOm GmO� m� mm mS � w0 aws ad as a a 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+GO 29+00 40+00 41+00 42+00 43+00 44+00 45+00 CORNELL DRIVE CENTERLINE PROFILE PRINCETON PLACE CENTERLINE PROFILE VAD NO.B99-042PVT2 SHEET 10 0F 12 I Z I I a o PT = 25+17. 6 a I I C 3415 TOP PPE ; ; s I p I PHASE 38 O INSTALL STREET I I 1!' ' 18 L1' p x. 06+1,Z ai PHASE 3A n' o 1 N oy z>n I + 0 50' 100' 150' aZ �� 1 m I j ��20 ill e I I I I S C A L E 1 I zU0 n- 1 1 I VALLEY GUTTER NO PARKI G HERE TO m5 Alm OZO rS ALA LC -------- ---- --t2r I 1 I F'�Q ------------ J I�IV E �V-L- R=15' (TYP.) 1 �1 1v 31+00 32+00 16.5• 33+00 34+00 35+00 36+00 37+00 38+00 1 $$ I I E, FRONT OF CURB ( )5' 2' (TYP.) 30'YELL Zp�l I �►yyl�w 1 5.5' (T .) i. zl - V J ------ -_-- - - - ---- -------- I a -- ------ - ------- ----- I 1 INSTALL PEDESTRIAN RAMP 5' TYP. i I c NOTE s A K OF CURB (TYP.) ( ) INSTALL STR ET & I „i i'� OI 1 STOP SIGN. _ C1 �v 11 0 11Lm ; 1 END TERMINAL SECTIONS. FLARED �01 �� i a 1 M ! 17 18 19 2 21 22 d_t 29 25 26 I 2. CONSTRUCT PEOSETRIAN RAMPS AT ALL I QI I I ON 1 w 1 m P I ; CONNECT TO EXISTING CMP CORNERS WITH 6' M4000 CONCRETE. I In YI I A m 1 �a I �; I WITH CONCRETE COLLAR SEE STD. DWG. 02529-8 I O 1 1 SEE CONST. STD. 02750-13 rl ! 1 ? 0 1fin I 1 3. PROPOSED SPOT ELEVATIONS. 4995.42, 1 5 1 1 1 (5 0 z EREFER TO LEVATIONS OP BACK OF CURB LINE U ao U U V 2 TWO PHASE 38 , w w w w w�Q� d o moo Q Q 6 I ' I I I I W03 p P = 22+15.88 PHASE 3A 1 1 q_-I tt 0_W n1 I + OUTLET CHASE �I�oJl UUIJ w SEE SHEET 12 OPEN SPACE PLAN W a00 �I � 10 o of d I m comm RECORD DRAWINGS )RAWN BY: RFC APPROVED ESIGNED BY: RFC UALITY CHECK: DJC �z '_• PT°7cT 7''✓'� c iu/ca ATE: 1/3/O1 NAME TITLE DATE TDH JOB NOB99-042 TD&i"SOMA% DEAN & MCI ENGINEERING CONSULTANTS SPREAT OKANE -BOZEMAN-KALISPEIL WASMINCTON LEWISTON NO 200. ' VC 00.00' Vc Z PVI STA 32+50 PV STA = 35425 N O PVI ELEV 4990.73 o PVI ELEV= 4991.04 + m A.D. _ -0.52 O1 "� A.D. = 0.80 '^ m FINISH GR OE 5000 K >= 50.28 n < �, w ,OOR - - + m ~n w J _ - UJ Q Q n � U rn w w w ~- - U Z Z EXIS ING GROUNC = Q LIJ Q 1,70 :::T -------- CL z m m ------= ------- - = O Q Q 4990 1.72x Z 4 V) Z O 986 �l D REVISED GRADING o o W PLA FOR ,72% o N g N(N❑ SPHA T VALLEY m O 4980 w 1) m o + w cwi" o ?i W z cc O U W 3 G S Ml<Oa1 NTs Nma Ns 0CaD1 OOsj pO<0iJ10 �OOm 00M a_17 OhN yy V..]j �� O m'�n m~m MaMr N?'1 O�a10 O�10 1p0 w N ` OI Qui 10n to .0 Wc0 c 1p l all W0 .O O 10 01 0� O 00 m 010 01 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 c`3 0 STANFORD DRIVE CENTERLINE PROFILE 0 AD NO.B99-042PVT3 o SHEET 11 OF 12