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HomeMy WebLinkAboutEllis View Estates Subdivision LEGEND �a MARK A. xioo.00 EXISTING SPOT ELEVATION CHANDLER x(100.00) PROPOSED SPOT ELEVATION No. 951BES © EXISTING POWER BOX 5�91 QT EXISTING TELEPHONE BOX F' /ryEER P � OE EXISTING ELECTRIC BOX ® EXISTING SANITARY SEWER MANHOLE Sheet 1 of 9 p°O EXISTING SANITARY SEWER CLEANOUT PROJECT BENCHMARK EXISTING FIRE HYDRANT HYDRANT 632#104 ( �— [ m o ELEV.512132 FT NA' 88 — ca EXISTING WATER VALVE m N m v ® EXISTING CURB STOP a MACORWRBSL ROAD m EXISTING POWER POLE -� E = EXISTING LIGHT POLE ® NEW SANITARY SEWER MANHOLE E o o �a NEW WATER VALVE m ^ ® NEW CURB STOP C a ® NEW STORM SEWER CURB INLET MINOR LOT 1 as-A DRAINAGE DIRECTION suB NG C PROPERTY BOUNDARY LINE W `a SURROUNDING PROPERTY LINE LOT 10 SETBACK LINE REARRANGEMErvT OF SUBDIV. NO.8-8 OF SWRDOUGH —EASEMENT LINE CREEK PROPERnES "'44499911! '�9Yry—xx—EXISTING FENCE I L oNE EXISTING OVERHEAD ELECTRIC LINE UGE EXISTING UNDERGROUND ELECTRIC LINE GAS EXISTING GAS LINE LOT 2 / OHT EXISTING OVERHEAD PHONE LINE "NOR sUB No.JS-A \ RE RR.—Lo. soureoou rV 1 ucT EXISTING UNDERGROUND PHONE LINE NocREErc PR SORnESG / y — 4"SS —NEW 4" SANITARY SEWER SERVICE /� a a ss NEW 8" SANITARY SEWER MAIN \ SO 00a4T/ 1 — NEW STORMWATER SWALE s a M� sT NEW STORM SEWER LOT 13 NEW SWALE/RETENTION POND CONTOUR \ REARRANGEMENT OF SUBDIV NEW CURB AND GUTTER No. R O o•ro wLOT xu u.u^•rr CREEREE of SOURDOUGH PROPEPERPESES a.wo LOT 12 ncRN SPACE 2— � \.n uxuBR°"W`uwxm.w W:� e� DRAWING LIST C1.0 - OVERALL SITE PLAN _I I- C2.0 - ELLIS VIEW LOOP SANITARY SEWER PLAN & PROFILE C2.1 - CONNECTION TO PEACE PIPE SANITARY SEWER PLAN & PROFILE of"ceLOT e E, LOT 8 ,gnb.2,,. C3.0 - ELLIS VIEW LOOP WATER PLAN & PROFILE C4.0 - ELLIS VIEW LOOP ROAD PLAN & PROFILE UNPnLATTED C5.0 - ELLIS VIEW LOOP STORM SEWER PLAN & PROFILE C5.1 - STORM SEWER DETAILS `^°'"`^'"` I LOT 3 O C6.0 - PRIVATE UTILITY PLAN I °TAT w�x6n. 1e _a \su,o2PEN 5 PACE BENCHMARK smLOT s.4 n. TOP OF HYDRANT ARROW BOLT (#1044) ELEVATION = 5026+32 FEET(NAVD 88) LOT 5 SPAC / LEGAL DESCRIPTION WAR7. / \ BEING AN AMENDED PLAT OF LOT 4A, MINOR — — — — SUBDIVISION NO. 35-C, _ " LOT 25 \/ OPEN SPACE SUNDANCE SPRINGS / LOCATED IN NE 1/4, SEC. 25, T. 2 S., R. 5 E. SPACE =�" % „,A SUBDIV.,PHASE Ra=� IA OF P.M.M., GALLATIN COUNTY, MONTANA �� AL Lori FSv�� �s'psnnLRci ss / LOT 24 uxo p E lA SU—NDA.. PRIN T 23 uervCPrvnsE,GA OPEN SPACE SPRINGS Sa ss��SUBM,PHASL S / w SPA g� a — PRACE PIPR DRIVR 8 5 +o N \ \ rTl Drawling Date: 913114 100 Seale 00n Feet 100 OVERALL PLAN AS-BUILT: 9/3/2 014 SCALE: 1"=100' 30 0 30 A B 1.0 Scale In Meters #11489AB LOT 12 OFqN SSMH-7 \ \ REARRANGEMENT OF SUBDIV.NO.8-8 OF / MARK A.9 0: STA 1+21.74 5.24' L SOURDOUGH CREEK PROPERTIES \ RIM:5031.42 TERRY N.&MARTHA A.LONNER /\y/ `�' CHANDLER FL OUT(E):5025.35 , No. 951BES JRO°J\ �94 �fCI STEQE��QZ'O - - - - - - -Sww 6-OpEN__SP_LCE2- \ 0 of so F MEER taro FL IN(w):So25.o4 - _ FL ouT(sF):so2a.8 \ / c�JB°PROS fyPSS Sheet 2 of 9 W I �\ / sM oRs°� �n.s LOT 1 \ r� \ 'Ile I STA:1+24.79 n 10,152 Sq. FL T n w OFF:33.00'R 6 9/0 C N E�t 3 4' SS SERVICE �'y � 1 \e OFF:33. J P STA 2+4 07 S5 49' L 4" SERVICE LOT 2 \ q,.[, �... R�P�°AMEN°\RF-�0P 8'.��522g�' m m R LOT 9 RIM:5030.86 0 3 12,944 Sq. Ft, FL IN (NW)5024.61 \ 10,497 Sq. Ft. FL OUT(SE):5024.41 I I LOT 8 " \ / L) IE UNPLATTED I W 2,784 sq. Ft. \ / w o a U STA:3+]4.2 GOLDENSTEIN Q OFF:33. \ LIMITED 3 0- STA `�' 4" SERVICE / PARTNERSHIP Z OFF.33.00'R W 4" SS SERVICE SSMH-4 STA 4+14.39,6,g} L \ RIM:5032.89 LL1 3 \ \ FL IN (NW):5=79q. Ft. \ FL OUT(S):5023.54 LOT 7 ei STA:4+37.78 OFF:33.00'L F Q LOT 6 16,883 Sq. Ft. SSMH-3 4" SS SERVICE OPEN S hotel 14,034 Sq. Ft. STA 4+88.11 6.81' L 8 Z hi RIM:5033.75 \ SUNDANCE SPRING FL IN(N):5023.23 FL OUT(SW):5023.03 STA:4+76.64 /may OFF:33.66'1_ LOT 4 + OF 3 I F:2 37.08 :� 4" SS SERVICE 16,568 S Ft. STA \ \ SS SE VIC q F 88:33.0 IL 4' SS SERVICE aj � d - 8"W o STA:5+27 05 \ / OFF:3 Ss SERVICE LOT 5 OP SPACE\2 a 13,396 Sq. Ft. 72 S Ft. STA ]9 q. '-` SSMH-1 'w OF N 'O TA 5+58.71 7.32' L W Vl ry $ :]+ g -5034.56 FL (NE):5022.00 RIM:5036.45 �) \ o,, FL (W):5022.00 1 3 / FL OUT(E.0.29 d� dI PARK -�s �L ou / L Scale In Feet NOTES: 50 0 50 1. SEWER SERVICE LINES PER COB STD DWG NO. 02730-2. 2. SANITARY SERVICE CROSSING NOT SHOWN FOR CLARITY. MAINTAIN 5' 15 0 15 VERTICAL CLEARANCE FROM MAINS. Scale In Meters 3. STATIONING FOLLOWS CENTERLINE OF ROAD. O 5050 5050 �y 5°y y 5045 'Sry 69^q, 5045 s� ,y9yx O° 1•'ry'h`O`Fly°h M y V 0 y b bx ySp l 5040P 9ry 5040 �d•''h y y° `L°ti h e�y yo 2 °S� F � y� °S 5035 Q 5035 NEW FINISHED GRADE O W O 5030 12" 030 STORM LINE a 68' 54' of 8" PVC 1-4 5025 NEVWATER MAIN ®0.40% 153'of 8" PVC®0.407 I ° 5025 1 1 1 1�1 y5 73' NEW FINISHED LEVATION of 8" PVC®0.40X 70' of PVC O 7,39 ' 502 5020 r M N M N N n O N N n O n N n0 O M m CIDO O N m N n Y O N N O M O N N M a a N N N r r M 1M 1M 1M M 1M M M M 1M M M M M 1M 1M 1M O O O O O O O O O O O O O � N N N N N N N N N O O N N O O N N N N N -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 Issue Date: 913114 n SANITARY SEWER PLAN AND PROFILE AS-BUILT: 90302014 AB2.0 C2.0 SCALE: 1"=50'HORIZONTAL, 1" =5'VERTICAL #11489AB y �a MARK A. d 7- � — » CHANDLER QP 4 � / Na, 951BES C-j�yJm Qw y '1G/ryELR raro Sheet 3 of 9 Dye y / yJ2pP2 'w C m m o m' ED 0) lb 10' LONG S ID 41" CSP Oy al r. pP2 ARCH CULVERT WITH FETS $ pti SS MH m W o`a u _ J= I '� F=¢, TA 4+06.50 a ^ " 30'SANITARY SEWER EASEMENT y RIM:5030.61 J" o o 0 4i'? FL IN (NW):5020.17 0 ,� / e � 0 0h Q� 'SS -as S.-SS III V ss+♦-6"5S .00 STA 5 58 1 7.32'L OX 91a / STA,0+0.00 w RIM 503.56 ri FI IIN E):5022.00 F( (W):5022+00 �y O /FL (SE):5021.80 CENTERLINE OF DITCH-'I Co Z� �' / SAWCUT EXISTING ASPHALT AND S&WALK APPROX.8'WIDE. O 1`-'-I r..y KFI TRENCH WITH COMPACTED STRUCTURAL FILL TO ASPHALT � y .� 4 ELEVA N AFTER INSTALLATION OF ppuuIPE AND BEDDING.MATCH F� O �y / EXISTING ASPHALT THICKNESS WITH BITUMINOUS ASPHALT PATCH. Lrl o"' sFk QQ-p' MATCH SID��1IALK WITH 4" THICK SLAB. 11. r Ja ' °2 I U U 9 /Clv QQ 65 yo a QSP4' I h�M 00 r0� T'7+57 /0 '00 GQ gy�0 "( Jo ��py O 20C Scale In Feet 50 0 50 NOTES: 1. SEWER SERVICE LINES PER COB STD DWG NO. 02730-2. 15 0 15 2. SANITARY SERVICE CROSSING NOT SHOWN FOR CLARITY. MAINTAIN 6" Scale In Meters VERTICAL CLEARANCE FROM MAINS. O 505 050 �y ti 504 � 045 h" �,'S�'', O po yo yo o°a ,� 504 a�Ox'Sk 4, °ry ^"° 040 FINISHED GRADE 503 ° 035 O 1'MINIM M COVER OVERI CULVERT O 503 - - 030 � 10'LONG 53' X 41" Jl CSP ARCH CULVERT WITH FETS 1� 502 L 8" THICK BY 12'02'OF 20 PSI - 025 W FOAMBO D CENTERED 01 SEWER PIPE FROM ST.2+34 TO STA 2+46 ' 402.50'of 8" PVC 0 0.4096 1 7" BORE HOLE THROUG BA NERREL AND CUT NEW FINISHED LEVATION TROUGH IN BASE FO W 8" SEWER LINE 502 020 (^4 O r � U) O M 1p N O O O O O O O O O N N N N N N N N N 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 Issue Date: 913114 n SANITARY SEWER PLAN AND PROFILE AS-BUILT: 9/3/2014 AB2.1 C2'1 SCALE: 1"=50'HORIZONTAL, 1" =5'VERTICAL #11489AB 6+0. rviirvvrt �.rvv.'�-n \ \ DAVID W.&ANN M.KRAFT / FIRE HYDRANT PER \ 1 5� � q'v9 COB STD DWG N0.02660-4 \ \ LOT 12 ' ° STA=0+51.28 D d IBU F= (L) REARRANGEMENT OF SUBDIV.N0.8-B OF � MARK A. RY LINE=5033.2 SOURDOUGH CREEK PROPERTIES CHANDLER DRANT ARROW BOLT TERRY N.&MARTHA A.LONNER No. 951BES EV=5035.33' o SOJROOvO� � OIST ,�EEREpZro��O OPEN SPACE 2 \ STA O+�I 1,8 = '\5 6 0 OF TAPPING SL€ 5+0. 0 8" GATE VALVE D \ �O6 N p6RS\SS / Sheet 4 of 9 THRUST BLODRAW CK PER COB NG 02661 0111, F fJf-�P�05e�LP / I + v If A N s o _ 8.'K' O / F'MP"� O SOOA 1yOg9 / 1 2': m m -.E LOT 1 d \ 'Ile ED m of P 77.5 y-tA:0+96 WATER 10,1 94 B' OA?330078 52 Sq. Ft. SOJ�pOV°P W O `w OFF:33.00'R r� OF E u I 3 D 4+0. j ry�ag SJ00pR011E�. r E ?c E 3 12 O Sq.9Ft. STA2+80 WATER \ "WATER 10,4907 Sq 2Ft. ` ✓r \ PR�P�OEM�Nc\RF'ZS OFF:33.00'R A:3+46.78 0 :33.001 m I LOT 8 C `a UNPLATTED w 12,784 Sq. Ft. ILL GOLDENSTEIN LIMITED I 3 d PARTNERSHIP N f Z E 3+ d F ��"WATER - � W I O 9 A:4+20.47 FIRE HYDRANT PER 0 :34.6TL LOT 3 OB STD DWG NO.02660-4 LOT 6 STA=3+81.86 vC. G W 13,758 Sq. Ft. 3 OFF=18.98(R) 3�P-`$ QH \ 14,034 Sq. Ft BURY LINE=5032.8 p�= 7 HYDRANT ARROW BOLT nr�' I ELEV=5034.8T OPEN SPACE I a F 3 RE HYDRANT PER LOT 7 a \ SUNDANCE SPRINGS SUBDIVISION va QI COB STD DWG N0.02660-4 16,883 Sq, Ft. STA=19.00(8 1"WATER LOT 4 -� OFF=19.00(R) W STA:4+70.79 a y, BURY LINE=5038.0 n 1'WATER OFF:33.00'L 16,568 Sq. Ft. v4 STA33.00'6 O ow HYDRANT ARROW BOLT III OFF:33.00' 'UG 4 0 ELEV=5040.07' 00 ti w ^ cv 1 °'� 1"WATER 3 n� STA:33. 7 0 n _ J WATER S K OFF.33.00'L 'FVw-1t LOT 5 i M L 13,396 Sq. Ft, SPACE 2 m _ - 72 Sq. Ft. _ __ STA 8+47.5 � 7+57� / 1Yz TAPPING SLEEVE - OFFA, 8". GATE VALVE AN 1+ - THRUST BLOCK PER COB STD. 5 DRAWING 02660-1 3 d� dl PARK / 18,184 Sq. Ft. OPEN SPACE P N SPACE SUNDANCE SPRINGS SUBDIVISION PHASE 16 _ - - 00 Scale In Feet 50 0 50 NOTES: 1. STATIONING FOLLOWS CENTERLINE OF ROAD. 7 5 0 15 O Scale In Meters 505 5050 6 ^ F- 504 e`pF.T� 045 � Fr�+'•1y/ �I x Nam' xk °9.y� 504 so bA ° °�2°ryb° �1° y6 bx 4ti ' d �ry .�'P 040 ryti'.35,x o ryti56,ee 56 ti k9 5`P uo`g �Pe [�] � y�P � �P �P 5 503 NEW FINISHED GRADE STA 8+47.5 SD3S O N II INSTALL TAPPING SLEEVE O---- - 6. GATE VAL AND THRUST BLOC PER COB STD. h�M DRAWING 026 0-1 so3 IP 30 WA 1 STA 0+10.8 EXISTING 12' DIP WATER 1�1 TAPPING SLEEVE z MAIN. I N C NAND 6" GA VALVE AND 1 ORM SEWER �w wPtER ELEVATION CO TRACTOR THRUST BLOCK P R COB STD. p tP• i VERIFIED DRAWI G 02660-1 ro. 830 L.F. 8 CL. W 5025 5025 EXISTING 1 DIP WATER -------- _ -- /� MAIN.LOCATION AND - -- ___________ __ ELEVATION CONTRACT R VERIFIED. ---- ,/ NEW SANITARY SEWER --' NEW FINI HED ELEVATION 502 5020 h M N M N N r O N N h O M In 00 O M O> 00 M M M M M M M M M M M M M M M M M O O O O O O O O O O O O O O O O O Issue Date: 913114 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 AS-BUILT: 9/3/2014 AB3.0 WATER MAIN PLAN AND PROFILE C3.0 SCALE: 1"=50'HORIZONTAL, 1" =5'VERTICAL #11489AB \ LOT 12 \ REARRANGEMENT OF SUBDIV.NO.8-B OF / �' CHANDLER SOURDOUGH CREEK PROPERTIES , No. 9518ES TERRY N.&MARTHA A.LONNER '9� fc I STEQ 16 60 OPEN SPACE 2 \ / F Q � � O'( 1� e�e° / Sheet 5 of 9 Z+ / GF-ME�S GRSGOt 2tip3g2•` / 0 o m 6., S..w Wo a Ut o R�pP mm� I .5' ti LOT 1 77.5� m 10,152 Sq. Ft. / JG'` �'2E m w �E° + \ 3 6'W CLA55 II TRAIL R CO D. DWG.NO.02529- f, ��� N°Rt�6 GHEE, / T: 0 I 4+0 LOT �„G P�GEM °ETSP ti°N / m" L `m 3 129404 Sq, Ft_ 10.49E ��. i. R�PR� LOT 8 o a UNPLATTED I � i2. u 7s4 sq. Ft. / w GOLDEN STEN as 6 w U LIMITED r PARTNERSHIP LOT 3 \ ' O _ 13,758 Sq. Ft. WI 3 Q�ipg'li 1 LOT 6 LOT 7 a q 14,034 Sq. Ft. 16,883 Sq-Ft- OPEN SPACE I SUNDANCE SPRINGS SUBDIVISION �.� O 3 REST MARKER AND STOP SIGN \ a �!I 2+0 EE NOTE 1 ;� S LOT 4 16,568 Sq. Ft. o I 5'WIDE SIDEWALK m� \ 3 al V sTA 8+4 s.N Ede oA Aye MEN ~ '� s � 8 i MATCH EXISTING PAV -TA:7 13,396 Sq, Ft, 72 LOT 5 SPACE 2 fTl h�l ry S +7.9 / h�l 6'WIDE CLASS II TRAIL PER Z 5 1+0 COB STD. DWG.N0.02629-18 _ IVERY LOCATION m� +� al PARK / 3 5'WIDE SIDEWALK a 18,184 Sq, Ft. " OPEN SPACE 11 SPACE SUNDANCE SPRINGS SUBDIVISION / PHASE iB = 0�00 pp a / COMMERCIAL LOT 2 ass i SUNDANCE SPRINGS SUBDIVISION PHASE 1B O Scale In Feet 50 0 50 NOTES: 1.STREET MARKER SIGN ABOVE MUTCD R1-1 'STOP'SIGN 15 0 15 PER COB STD. DRAWING No. 098109810-1 Scale In Meters A � + v` 505 050 0o LOW LEV:PT E 5030.84 r a PVI.:"73,16N a, S PM ELEV:5030.06 n rTl +o K:50.00 IS w LVC:187.00 y�j II w II h+l 504 �yM mM 045 N d�C GN +N �W O Wmn .. .. STA +43.25 END OF NEW PAVEMENT V MATH EDGE OF EXISTING PAVEMENT z"'II �m CON CTOR VERIFlED ELEVATIONS 504 M. 040 NEW FU IISHED GRADE MATCH EDGE OF EXISTING PA EMENT STREET GRADE MODIFI D TO SHIFT CONTRACTOR VERIFIED E ATIONS LOW POINT TO STORM SEWER INLETS 503 5% 5035 �249 NEW FINISHED LEVATION 503 5030 I- O N N n O M N m O M Ol W O O N T N I� Y O <O N W a ri o c� N ri a a vi co co I� � M M M M M M M M M M M M M1 M M1 M M1 O O E O O O O E O O O O O O O O O N N �[1 1O � �[1 1O �[1 1O N u1 �[l N N N IO N Issue Date: 913114 I I —0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 AS-BUILT: 9/3/2014 B4.0 ROAD PLAN AND PROFILE C4.0 SCALE: 1"=50'HORIZONTAL, 1'=5'VERTICAL #11489AB ,a MARK A. CHANDLER No. 951BES 0 Scale In Feet '>� fclsleP`` 50 0 50 F'1G/ry�R Pzro� 15 0 15 4 BIKE LANE AHEAD SIGN Scale In Meters sheet 6 of 9 SEE NOTE 1 STA 0+00 O m BEGIN BIKE LANE TAPER AND 4" z C m o WHITE STRIPE,SEE NOTE 4 y o-J ED 3zD m S Bozo (n m � STA 0+45` BIKE LANE PAVEMENT END TAPER - MARKING,SEE NOTE 3 e WHITE LINE `- \ $ v RIC _ SEE NOTE 4 BIKE LANE PAVEMENT ` \ HT qp WAY-- 4" WHITE LINE ur -------------------- -- MARKING,SEE NOTE 3 SEE NOTE 4 EDGE ARKIN SOUTH T - EDGE OF BIKE LANE END - _ C TAP THIRD AVEN - _—�_ — - OF BIKE LANE CONSTRUCTION � EDGE OF GRAVEL SHOULDER MATCH EXISTING PAVEMENT u C R`E 0 0 0 0 � 72.. ��RE��-� i� 0+00.00 0 0 0 0 o W \\ _ W o o +12"W � 12..W� 72"W 12"W M.. 11 I Gg&a FT-7 _ 2' E--GRAVEL SHOULDER + OPEN 2'WIDE GRAVEL SHOULDER 60 I Pt SPACE 1 WWW BIKE LANE SIGN GRADE 4:1 SLOPE TO MATCH EXISTING� SEE NOTE 2 O o BIKE LANE SIGN 'Full p+ g Z SEE NOTE 2 NO10 o'� z0 1 z 2 6 f pp p0 �� n �,� �-A goo. Z W �F9 z O A n n 1 g6 33 U1 r C O m i6' I PC 1+39.84 _ 00 O @ O g mr o� z � � � W o PC 6+58.36 _ o O o n D V"s Q,c r (A 70 O \: o D o00 N � Boa PT 6+0456 NOTES: O 1.BIKE LANE AHEAD SIGN CONSISTS OF MUTCD R3-17 'BIKE LANE' SIGN OVER MUTCD R317c 'AHEAD' SIGN. INSTALL PER COB STD. DRAWING No. 09819-1, 200' FROM BEGINNING OF BIKE LANE (STA 0+00). 2.BIKE LANE SIGN CONSISTS OF MUTCD R3-17 'BIKE LANE' SIGN PER COB STD. DRAWING No. 09810-1. 3.BIKE LANE PAVEMENT MARKING CONSISTS OF THERMOPLASTIC HELMETED BICYCLIST SYMBOL AND ARROW AS PER MUTCD FIG. 9C-3B. 4.EDGE OF BIKE LANE DELINEATED BY 4" WHITE EPDXY PAINT PER MUTCD. AT INTERSECTIONS, STOP AND START STRIPE PERPENDICULAR TO BEGINNING AND END OF CURB RADII, RESPECTIVELY. BIKE LANE PLAN Ca.i SCALE: 1-=50' 7 O /WA � SAWCUT EXISTING ASPHALT PER CITY STANDARDS `' O EXISTING CENTERLINE OF SOUTH 3RD AVE. ROW AP WEE ROAD SECTION ROW LINE LINE PROPOSED 3" THICK AND 5'WIDE BITUMINOUS ASPHALT BIKE LANE GL 2&5' 26.5' EXISTING 14'LANE 5' i 5' 1 15.5' 15.5' S' S' i 1, PROPOSED 2'GRAVEL SHOULDER �T1 VgRRADE- 1/4"/FT 3%SLOPE 3%SLOPE 1/4/FT I IG,Rov%:s w SIDEWALK SIDEWALK VPR O LW 3R SLOPS N GRADE DOWN TO EXISTING S BITUMINOUS ASPHALT O SURFACE AT A 4:1 SLOPE MAX. NEW CURB AND GUTTER SURFACE COURSE S. OF 1 1/2" MINUS GRAVEL BASE COURSE BASE UNDER CURB AND GUTTER EXISTING SUBGRADE 6" CRUSHED COURSE(1-1/2-E MINUS) 9" GRAVEL SUBBASE(6" MINUS) 1-4 EXISTING BASE COURSEZ PROPOSED 6" CRUSHED GRAVEL _ ` BASE COURSE(1-1/2" MINUS) W NOTES: PROPOSED 12" GRAVEL SUBBASE(6" MINUS) 1. INTEGRAL CURB AND GUTTER AS PER C.O.B. STD. DWG. 02528-1 2. SIDEWALK AS PER C.O.B. STD. DWG. 02529-11 AND 02529-15. 3. FERTILIZING AND SEEDING AS PER MPWSS. SPEC.02910 AND 02920. (TOPSOILING& SEEDING ON CUT& FILL AREAS IN R/W) 4. GEOTE%TILE FABRIC WILL BE USED DEPENDING ON SITE CONDITIONS AS REQUIRED BY ENGINEER. 2 TYPICAL BIKE LANE SECTION TYPICAL STREET SECTION C4.1 NTS C4.1 SCALE: NTS Issue Date: 9/3/14 As-BUILT: 90302014 AB4.1 #11489AB NO. 8-13 OF SOURDOUGH LOT 3 CREEK PROPERTIES a d MINOR SUBD.NO.35-A RETENTION S�UCTURE"M \ / - MARK A. VOLUME 4,77 CUBIC FEET \ \\\((���000 �' CHANDLER DAVID W.&ANN M.KRAFT N BOTTOM OF STRUCTURE ELEV=5022. \ / � NO. 9518ES STA 0+28.98 ST-3 STA a1+7.79....... LOT 12 0�9( �fGISTEQE���O NBC:5030.45 STA 0+49.99 [RIM:5029.7 / F' /NEER P FL IN(S):5025.6 RIM:5029.76 FL OUT( ):5023.90 REARRANGEMENT OF SUBDIV.NO.8-B OF GRADE SWA E TO DR H FL OUT(N):5025.64 FL IN S:5024.30 SOURDOUGH CREEK PROPERTIES () TERRY N.&MARTHA A.LONNER 6:1 SIDE SLOP 1'DE P FL OUT(E):5023.90 4 65.1 / OJ�OOJ°�, Sheet 7 of 9 - g OP E SP ACE 2 \ s : m m 1+ oa 60 / 15 ae° / C o a 31 \ / �O� .a�RtEs D N Scale In Feet o S eon °e K S'1 50 0 50 + `- - - TBA'0 030.71 O / EMf.N'(O°RSCO Gp'Sy')'1 'v t �T 1 / E OUT(N):5027.00 OT 1 �'d P�° ti 15 O 15 00 10,152 Sq. Ft. 11101 JpN U m I � a Scale In Meters . m 'Cs7 SOJR n ST EET GRADE MODIFIED TO SHtF _ °f Cj a w N LOW OI TO STORM SEWER INL _ `�' L ) �0- ES EN r O J S 0.E � / vJOpPRpeEEW C �n o 3 LOT oLO sgSt. EPRRG`��P za w II 12,944 Sq. F. UNPLATTED w 2,784 sq. Ft. V \ / GOL IN I 1Q 60 LIMITED \ PARTNERSHIP Z LL °° LOT 3 O � 73,758 Sq Ft. \ q0 F q LOT 7 OPEN SPACE 2 14,034 Sq. Ft. 16,883 Sq. FL ALE TO RETENTION POND SUNDANCE SPRINGS SUBDIVISION 1'3 :1 SID SLOPES, DEEP \ O 8 L//'/ 16 8 S l Sq, a �\ / U R tip \ O a �E " GL 140 POND 40 CUBIC FEET IS OM, \ OM%E 022.50 FT TOW' 5 FT O DE OF ATE 1. SS d i W LOT 5 N S ACE 2 /. � 3,396 S F. Sq. Ft. OF / + - - 775" - `°� - \o + 18,184 Ft.. SWA TO RETE TION POND \ r m l / �6 � 6:1 SID SLOP S, 1'I DEEP PARK � S9. � a STORM DRAINAGE PLAN C5.0 O SF-3:C 1'Roll M NewpM1 No.R-2533 or appmwa equal . Typ C Cmb. u NIEf CMiRN3 rY 5f-L:A-11 ana'over M W JNw OM im w rpp NEQWI R-308 U C MINIMUM,Y MR I OPENING J- Conlre8eh.11 hwe-T-ply arts,x appovea pupL Y'MINIMUM, f V.]030.OR 5045 045 7'M MUM DFEIQt SOLI,OR 5�g�y.Sy�pTN NLET CASRNC .� NOIE:NI J. belwwn manMs asdbne,manM1de ring k OPENING D h L 1-351J Rp0 CF}IIERED IN OPFNSNO /djuetable rin9e, .� IXGEPT FOR EJIW J030 61�µ]p- ]-L Y min.,1Y mov.I tap secibn.ana arouM Bove plq Mp manM1de eM1all tro BMOOIH ROD T, T a.0t.Jointing m Md ehd W'Ram- V or equal V- CENTERED IN OPENING y Or L pOEp L I-�.U1]0R fpr all jpi except Iwtween'ewer pip.ana manhole wall. FOR EJfM J030) 2 �1 i.. N .C^y0A`2 p9�ej0 y6 MT TDv 7 � ze saorNE � e •� �+� ,^ 5 ,, S 5040 O Ov p'J h0 ry 040 ; OPENING pppWNp L� Prw.cel rNnlortW concrW mpnnaM rive F" 'C�•h L?1 �: '. .. "HOLE AND S��NEORCER CONCRETE Whob ebp at oac�coMtian a rMF ASM 0uipnatl nv-478. FI �1�'? 4•: ;"1.•, STNIWAU ORAMMG NO.02R0-+ 11f center' 0 ..'t t1•.yyoq�`1yl6 ryNhe°.30 90 36'R.C.P.78 M PIP 4 2 qp:b �. 503 � � � 035 NISHED GRADE „ei Mena p_ . 5 3MT-240 OIL •4' `•. VprlcW ji (SmY�i. bOmonMb If rT, I�kN OUT FOR ABSORBENT PILLOW •a S MIN. .'.; P mceemry tap O W 503 030 w ." MR M pipe mry Al !:',Y;y,,' M y d'we'M DNebN gwkelea 1dM(typkd M binmN aN Lr � ;I':^ .::�';'...:: R. �-�$ S� fer preant Bane-see dsta6 emadll. � O 29'of 12• PVC O 4.00% e cnamw-aM.a qps RETE ON STRUCTURE ONE IXBM fieR IN BOT10G 502 025 7 9D� ...� PrecaM or pearee-m-pTan VOLUME ,770 CUBUC F µpare-1•-0 Poarea-in-place ban, ZF SANITARY SEWER IPE P SUMP anarete tnb....t below WPe le 5'-L'ale 8 incM1ea.Precast base.minimum (mF.) inickneee ie 8 incMe.NI boeee - reimora.e n.hewn. W 8" WATER N 4'of 24" FVC O 0.49% 4'of 24" PVC O 1.0% ,..., 502 22'of 15' PVC O 6.16% 020 •''.e.'..:..:...•� .'.:,•�', T mm"w+r' N 1f1 `er PREGST WE4 2I w Nw O OI 01 01 II NOTE:Storm Amin HJ LV LV LV .;f:'•.T nd new na .-I.no ne O O O O pip ive M11 1 W 7 M M1atghll ex N O.D. o1O 1n manMle. S 0+00 0+50 1+00 1+50 2+00 ue coWA RM I REINiOR MENT AS PER SfANDPAD DRAWING OSJSO-x 96CPIOB A-A CITY OF BOZEMAN SCALE: 36" STANDARD NO. 02720-1 CITY OF BOZEMAN SCALE: COMBINATION MANHOLE AND NO. 02720-18 CITY OF BOZEMAN SCALE: SANITARY SEWER AND NO. 02720-3 Issue Date: 913114 STANDARD DRAWING NONE STORM DRAIN INLET Dec. 2003 STANDARD DRAWING NONE CURB INLET DEC.2003 STANDARD DRAWING NONE STORM DRAIN MANHOLE DEC. 2003 Re,March 2006 REV:MM.4008 Re,FEB 2013 n STORM SEWER PLAN AND PROFILE CURB INLET DETAIL ST-1 CURB INLET DETAIL ST-2 �4 CURB INLET DETAIL ST-3/ST-4 C5.0 SCALE: 1"=50'HORIZONTAL, 1'= IVERTICAL C5.0 NTS C5.0 C5.0 NTS B w5■ AS-BUILT: 9/3/2014 #11489AB 60" 59.4" �a MARK A. (1524 mm) (1509 mm) CHANDLER g�4 1 48.3" No. 951BES (1227 mm) 0�9 '8fCI5TEQ``l INSTALLED lE GIST I`100"(2540 mm) F�90.2"(2291 mm) SYSTEM LAYOUT: 1 ROW OF 28 CHAMBERS VALLEY ENT HOLES NUMBER OF CHAMBERS REQUIRED: 28 CHAMBERS CREST VALLEY STIFFENING RIB NUMBER OF END CAPS REQUIRED: 2 MG450OREPE24T END CAPS Sheet' 8 Of 9 UPPER JOINT WELLOWER 30.7 LENGTH(INCLUDING PERIMETER STONE): 119.8 FT 781 mm CORRUGATION JOINT INSTALLED WIDTH(INCLUDING PERIMETER STONE): 10.33 FT [] m CORRUGATION L EE BED SIZE(INCLUDING PERIMETER STONE): 1,238 SO FT VOLUME EXCAVATION: 355 CUBIC YES (P ID 'm- C m INSTALLATION STORAGE VOLUME: 4,770 CUBIC FT CREST c?t STIFFENING RIB m E Fool " I�32..:(832 m BUILD ROW THIS DIRECTION I 31 ` C > E (1321 mm 5 "891 mm) NOMINAL CHAMBER SPECIFICATIONS UNDERGROUND RETENTION STRUCTURE SYSTEM SIZING D o` C_ a SIZE x H x INSTALLED LENGTH) x .4 83"[2540 m 1524 m 122]mm] C5.1 NT$ CHAMBER STORAGE 1 . [3.01 m'] MINIMUMINSALLEDSTORAGE" 1626W4 NOMINAL WEIGHT 120Ibs[54.4 k9I EU�1 �LQ.❑❑V, .�o c NOMINAL END CAP SPECIFICATIONS tr[4.IN SIZE(W x H x INSTALLED LENGTH) 90.Z'x59.4"x30.7"[2291 mm x 1509 mm x 781 mm] WEND CAP STORAGE 35.7 fl'[1.01 m9 MINIMUMINSTALLEDSTORAGE' 108.7 fe[3.08 m']NOMINAL WEIGHT 120 IIS[54.4 kg] 1r[395 m U Ip 'ASSUME$V(229 mm)STONE FOUNDATION,9"(229 mm)ROW SPACING,12"(305 mm)STONE ABOVE, .wnawrt"mi"TME•xowmen,w 12"(305 mm)STONE PERIMETER IN FRONT OF END CAPS AND 40%STONE POROSITY. 127.8' PART NUMBERS ENDING WITH'W ARE FOR STUBS AT BOTTOM OF END CAP. PART NUMBERS ENDING WITH"T"ARE FOR STUBS AT TOP OF END CAP. PART# STUB B C 2.5' 1.5' 1.5' 2.5' MC4500REPEO6T 6"I.mm 42.54"1081 mm N/A 119.8' C4500REPE06B 6"150 mm .86"22 mm MC150OREPE08T 8"150 mm 40.50"1029 mm 22 INCLUDES LENGTH OF STRUCTURE AND REQUIRED T MINIMUM 1'OFFSETS AT EACH ENO CAP) ^ M 450OREPE08T 8"20 mm 1.01"26 mm ]]I--.j'/II M -OHEPE10T 10"250 mm 38.37"975 mm N/A L_ L M 450OREPE10B 12,25 mm A 1.13"A mm O A MC4500REPE12T 12'300 mm 35.69"907 mm N/A COVER PIPE CONNECTION TO END CAP MC45 OREPEI2B 12'30 mm /A 1.55"39 mmi WITH ADS 601 NON-WOVEN GEOTEXTILE O USE THIS MC4101REPE11T 15'1171 m,j 32.72"11111 N/A OR EQUAL(TYP) END CAP MC450OREPE15B 15'1376 mm N/A 1.70"143 mm MC450OREPE18T 18'450 m.1 29.36"746 ml N/A MC 5 OREPEI8B 18'45 mm N/A �10­ b MC400REPE24T 24'600 mm 23.05"590 mm Imm 30' S0mm NG36B 36' mm CATCH BASIN { '^ CATCH BASIN m W _J MC4500REPE42B 42"1050 m N/A 3.55"90 mm OR OR 1 -4.CUSTOM INVERT LOCATIONS ON THE MC500 END CAP CUT IN THE FIELD ARE NOT MANHOLE MANHOLE RECOMMENDED FOR PIPE SIZES GREATER THAN 10"(250 mm). [� 2.THE INVERT LOCATIONS IN COLUMN'S'ARE THE HIGHEST POSSIBLE FOR THE PIPE SIZE. IrC.TL`-5'I NOTE:ALL DIMENSIONS ARE NOMINAL O MC-4500 STORMWATER CHAMBER SPECIFICATIONS SUMP DEPTH=9" SUMP DEPTH=9 1. CHAMBERS SHALL BE STORMTECH MC4500 OR APPROVED EQUAL. 2. CHAMBERS SHALL BE MADE FROM VIRGIN,IMPACT-MODIFIED POLYPROPYLENE COPOLYMERS. MC-0SOOREPE24T END CAP(TYP.) 3. CHAMBER ROWS SHALL PROVIDE CONTINUOUS,UNOBSTRUCTED INTERNAL SPACE WITH NO 24"PVC ACCESS PIPE REQUIRED.USE FACTORY PRE-CORED END CARS. INTERNAL SUPPORT PANELS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. 2 LAVER$OF AD$315WTM WOVEN GEOTEXTILE BETWEEN 4. THE STRUCTURAL DESIGN OF THE CHAMBERS,THE STRUCTURAL BACKFILL AND THE FOUNDATION STONE AND CHAMBERS. INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE 10.3'(3.1.)MIN.WIDE STRIPS AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS,SECTION 12.12 ARE MET FOR:1)LONG-DURATION DEAD LOADS AND 2)SHORT-DURATION LIVE LOADS,BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 5. CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F 2787,"STANDARD PRACTICE FOR UNDERGROUND RETENTION STRUCTURE DETAILS 1�1 STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION C5.1 CHAMBERS". N� 7. ONLY CHAMBERS THAT ARE APPROVED BY THE ENGINEER WILL BE ALLOWED.THE CONTRACTOR SHALL SUBMIT(3 SETS)OF THE FOLLOWING TO THE ENGINEER FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE: AMA a. A STRUCTURAL EVALUATION BY A REGISTERED STRUCTURAL ENGINEER THAT DEMONSTRATES THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO_RFD BRIDGE CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 O DESIGN SPECIFICATIONS,SECTION 12.12 ARE MET. "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" b. STRUCTURAL CROSS SECTION DETAIL ON WHICH THE STRUCTURAL CROSS SECTION IS GRANULAR WELL-GRADED SOIL AGGREGATE MIXTURES,<35%FINES, BASED. CHAMBERS SHALL MEET STANDARD SPECIFICATION FOR POLYPROPYLENE(PP)CORRUGATED WALL STORMWATER COLLECTION COMPACT IN 12'MAX LIFTS TO STANDARD PROCTOR DENSITY. CHAMBERS. SEE THE TABLE OF ACCEPTABLEE FILL MATERIALS. 777 8. THE INSTALLATION OF CHAMBERS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S LATEST INSTALLATION INSTRUCTIONS. EC(MIN) _-` LAYER D 0 W 5'' LAYER© O NOMINAL 3/4"-2"CLEAN,CRUSHED, ANGULAR STONE(AASHTO M43#3 8#4 M ACCEPTABLE FILL MATERIALS: STONE SIZES ALLOWED) 1.01Fj( ii STORMTECH MC-4500 CHAMBER SYSTEMS - 6.0' LAVER Q 1.4 MATERIAL LOCATION DESCRIPTION AASHTO M43 COMPACTION/DENSITY REQUIREMENT ADS 601 NON-WOVEN GEOTEXTILE(OR I 5.0' DESIGNATION' EQUAL)ALL AROUND CLEAN,CRUSHED III ANGULAR STONE O TOPSOIL ANYSOILROCK MATERIALS OIL AGE N/A PROCTOR DENI2'MAX LIFTS T085%STANDARD - GRANULARW%FINE-GRADED SOIL AGGREGATE PROCTOR DENSITY. MIXTURES.<35%FINES. III © 1.5-THICK LIYER FROM TOP OF EMBEDDED GRANULAR WELL-GRADED SOIIIAGGREGATE 3,357,4,467,5,56, BEGIN COMPACTION AFTER 1VOF MATERIAL OVER _ 9" LAVER OA STONE TO BOTTOM OF TOP SOIL MIXTURES,<35%FINES. 57,6,67,68,7,78,8, THE CHAMBERS IS REACHED.COMPACT TO A MIN.95% 89 9 10 STANDARD PROCTOR DENSITY. -III 7!1 EMBEDMENT STONE SURROUNDING THE CLEAN,CRUSHED,ANGULARSTONE, 3,4 NO COMPACTION REQUIRED.CHAMBERS FROM THE FOUNDATION STONE NOMINAL SIZE DISTRIBUTION BETWEENTO THEO'LAYER ABOVE. 3/4-2 INCH[19-51 mm] OA FOUNDATION STONE BELOW CHAMBERS FROM CLEAN,CRUSHED,ANGULAR STONE, 3,4 PLATE COMPACTORROLLTOACHIEVEA95% DESIGN ENGINEER IS RESPONSIBLE FOR THE SUBGRADE UP TO THE FOOT(BOTTOM]OF NOMINAL SIZE DISTRIBUTION BETWEEN STANDARD PROCTOR DENSITY'. ENSURINEER IS RQUIRED BEARING THECHAMBER. 3/4-21NCH[19-51mm]PLEASE NOTE: CAPACITY OF SUBGRADE SOILS 1 0'(MIN) 00" 1.0-(MIN) 1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY.THE STONE MUST ALSO BE CLEAN,CRUSHED,ANGULAR.FOR EXAMPLE,A SPECIFICATION FOR 114 STONE WOULD STATE: Issue Date: 913114 'CLEAN,CRUSHED,ANGULAR NO.4(AASHTO M43)STONE'. THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE THE LOAD FACTORS SPECIFIED IN THE AASHTO_RFD BRIDGE DESIGN SPECIFICATIONS 2.AS AN ALTERNATE TO PROCTOR TESTING AND FIELD DENSITY MEASUREMENTS ON OPEN GRADED STONE,STORMTECH COMPACTION REQUIREMENTS ARE MET FOR LOCATION MATERIALS SECTION 12.12 FOR EARTH AND LIVE LOADS,WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. WHEN PLACED AND COMPACTED IN 9"[229 mm](MAX)LIFTS USING TWO FULL COVERAGES WITH AN APPROPRIATE COMPACTOR. MANUFACTURER NOTES UNDERGROUND RETENTION STRUCTURE DETAILS C5.1 NTS C5.1 NTS AS-BUILT: 9/3/2014 ■ #11489AB oD MARK A. 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LIGHTING METER BOX vvv, I m v INSTALL#lk IIdIAllalRIv, ASST VII II 611 !'I� I1110 2"' t 1,I I I[H:\%II']3,ddIII W"2"DIA 1 I)NII[)I[.II 1 Cfd51C SST 0 O 1/2"DIA. ),11il;llll Vll pll I[ hii'I' �� I[VI,1 ;l�llJllEi EXTG POLL)U 1 IPI'11• III 1ll"A lP., ( a c \ nS O LOTS 6 LOT 6 L.,,„11 III IL.,L.I II lu f :[iH5'1PAJLL#2AL PRIMARY II II 'S N A UCIIL?L. t 1[NI \ I 14,034 sq. Ft. n u , ::;:1. m 1. DIA.CONDUIT 1131I TO R2-285 FEET Cw eC TO EXISTING 6"DIA.PE AS MAINLOT 4 NY/6' '2"DIA.HIGH VOLUME TAPP NG TEE 16.568 Sq. Ft. II I I I� )'i�I.1[11 Irl 111D IEQ:III:)T 1/2"DIA. II �' GAS'.11f'11'Jf11`I I:IQIl LOTS 4&5 I-_()11 5 PEN SPACE 2\\ III II .III ....................................................... '13 016 Sq. Ft. 34,572 Sq. FL,.. II II INISI[A 111 2 DIA.CAP AT rTw� IL N 11)OF GAS MAIN I INSTALL �51K,V(t4„IEUflIIIIIPL`II11E( y PADMOUNTIWpl!)111[I E lllllA,.'SINIJ11 TO LOT 4&&5 \\ ..............\ I ill ........--- N lNorthwestern Energy ---- ----------------------- Ande Buffington Order anon: •',, ".' 10 E$LJ I 'I I" '180 ...............................1--- `.En C; A, L. IEE. 582-4631 W -----------------....-------•------------------------------...................... .. Issue Date: 913114 AS-BUILT: 9/3/2014 B6.0 PRIVATE UTILITY PLAN C6.0 NTS #11489AB