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HomeMy WebLinkAboutBaxter Square Subdivision Phase 3 LEGEND �a MARK A. x1o0.00 EXISTING SPOT ELEVATION CHANDLER x(1oo.00) PROPOSED SPOT ELEVATION rT No. 951BES © EXISTING POWER BOX oy9l gfcis V`� QT EXISTING TELEPHONE BOX TRP,C:T OE EXISTING ELECTRIC BOX ® EXISTING SANITARY SEWER MANHOLE Sheet 1 of 6 O°O EXISTING SANITARY SEWER CLEANOUT EXISTING FIRE HYDRANT E m o ca EXISTING WATER VALVE mNm ® EXISTING CURB STOP N LINE or SE 1/4,SW 1/4,sec.3s .T ,( Scale In Feet - - - - - ^"` IT LOT 15 N o c Y EXISTING POWER POLE 50 0 50 Ago LOCu 3 3,502 SIF m = EXISTING LIGHT POLE K �, 7 PROPOSED LIGHT POLE 15 0 15 III Q III _� 4 _ H LL Scale In Meters a jil1-- to c E ~m = 2.956 SIF LOT 1 m mm @ ® PROPOSED SANITARY SEWER MANHOLE Contour Intervals: 1 Foot --- ao �rn om oN J J [ WBruce W. Cam bell L LOT 13 r 203 Fr,3322 `m O`0 PROPOSED SANITARY SEWER CLEANOUT III a 3 P C Pa PROPOSED WATER VALVE F3 113,501 SF °'L ® PROPOSED CURB STOP @ O W o E PROPOSED FIRE HYDRANT - - PROPERTY BOUNDARY LINE F '�'', W "I >, S- 1\�, LOT 12 _ ••W g•W 3,501 SF � ip SURROUNDING PROPERTY LINE SW 1/4 less Baxter 8 ^ss •�•1 ss S w — — — — � a — — �SETBACK LINE � a �EASEMENTLINE 1, 2, nd J LOT 11 -x x—EXISTING FENCE Yellowstone ne Bark 2,955 SF OHE EXISTING OVERHEAD ELECTRIC LINE HYDRANT ARROW BOLT LOT 10 ELEV=4713.26 2,955 SF LOT 2 LICE EXISTING UNDERGROUND ELECTRIC LINE � airs Min aa`i u, > P. And van order CAS EXISTING GAS LINE '" - Andrew van L. van orders uGT EXISTING UNDERGROUND PHONE LINE �- �e �e ~`O LOT 9 Jn_ J JW ro w —PROPOSED WATER SERVICE �� Om 3,501 SIF m sss w < M LLI —8"w PROPOSED 8' WATER MAIN —4"SS —PROPOSED 4" SANITARY SEWER SERVICE LOT 8 a —8"ss —PROPOSED 8" SANITARY SEWER MAIN _ _ _ — 3,501 SF N —PROPOSED STORMWATER SWALE AHANoo EL 18'•VERT1 _ _ — _ _ — sr PROPOSED STORM SEWER `r_,�----- 2,955 5F W UGE PROPOSED UNDERGROUND ELECTRIC LINE -----� ------ 3 - 'MP L — GAS—PROPOSED GAS LINE LOT 6 Q LOT 3 ucT PROPOSED UNDERGROUND PHONE LINE ON OF�ISFI�� GATED 2.95o sF en P. Andrew Van Ord - -PROPOSED SWALE/RETENTION POND CONTOUR / W THI P � w El zabetn Hager PROPOSED CURB AND GUTTER COMMON - 3 LO °j'4 /� 159 Fn,1588 OPEN SIACE/ BENCHMARK \ PUBLIC I — Pueuc AccEss LL LOT'4 r TOP OF RPC (C&H CP.FEET NORTHWEST CORNER S SOLUTION) E INTERSECTION CASEMENT \ _ 3,416 SF X C� ELEVATION = 4716.29 FEET(NAND 88 - NGS OPUS SOLUTION) � '-. /� \ LOT 3M W LEGAL DESCRIPTION �+\ 2,851 SF m LOT 4 THAT PART OF THE TRACTS OF LAND DESCRIBED IN DOC. NO. 2058722 BAXTER SQU SUBDIVI N `.. 3 LOT Z �� Renard L.Mlaer AND DOC. NO. 2045415, LOCATED IN THE SW 1/4, SEC. 35, T. 1 S., R. 5 zLOTa2o SF L°r0y'L.Mi°ef E. OF P.M.M., CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA. 34 Fr,1576 PHASES\ 1 ND 2 SPECIFICATIONS HYDRANT ARROW BOLT ` 1 SOT I u OWER STUB ��'�////���� ELEV=4719—7 4,237 SF ALL CONSTRUCTION SHALL CONFORM THE FOLLOWING SPECIFICATIONS WHICH ARE HEREBY INCORPORATED _ 0 Uc GAS POST BY REFERENCE: SET RPC " � — 1. MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, SIXTH EDITION (APRIL 2010) _ - — — — - 2. CITY OF BOZEMAN MODIFICATIONS TO MPWSS SIXTH EDITION INCLUDING ADDENDUM NO. 1 (AUG 2013) _ 0- GENERAL NOTES .,W 6..W 6..W 6..W g..W g..W ---6���..W B W o �.,,,, �. 8'W 8 w 8�•W 8"W 8"W 6"W ^ — �,• 8"55 8"SS 8"SS � 8"SS 8"S � � 7 1. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE — — WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN `w ENGINEERING DEPARTMENT. _ WTIER- S� A ISIII 1"►-a'] 2. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE �7 O h LOT 22 LOT 1 V m /'1 1a7 0 1 P11tlLJ G LOT 5 ENGINEER AND THE CITY OF BOZEMAN, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC. FOR � ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE - OQ 11'ur�rty Eaeemdnt LOCK 2 - ^ °a �' �°"ivn�.Maier L^./ MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE ��� o H.cwendaiyn swanby ENGINEER. // iI o 0 0 0 o J s3 Fm 3s4s rw o I LOT 21 I LOT 2 J 1 J J VI 3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. 4. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO 1 OVERALL SITE O BEGINNING CONSTRUCTION. C1.0 SCALE:1"=50' Tw 5. TRENCH BACKFILL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED. VI 6. SITE WORK TO BE PERFORMED ACCORDING TO THE RECOMMENDATIONS OUTLINED IN THE "GEOTECHNICAL INVESTIGATION REPORT" PREPARED BY C&H ENGINEERING, DATED FEBRUARY 2004. RodE rvr�� 7. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA Vl REQUIREMENTS AND THAT THE SITE MEETS ALL APPLICABLE SAFETY REQUIREMENTS FOR HIS EMPLOYEES AND ANY SITE INSPECTION WORK PERFORMED BY THE ENGINEER. A/ z Fi.l 8. PROPOSED GAS, ELECTRICAL AND COMMUNICATION LINE LOCATIONS ARE APPROXIMATE. FINAL SERVICE LINE LOCATIONS ARE TO BE COORDINATED WITH SERVICE PROVIDER AT THE TIME OF - APPLICATION FOR SERVICE. DRAWING LIST C1.0 OVERALL PLAN C2.0 SANITARY SEWER PLAN AND PROFILE C3.0 WATER PLAN AND PROFILE ROAD PLAN AND PROFILE Issue Date: 08-26-15 C5.0 STORM PLAN AND PROFILE C6.0 PRIVATE UTILITIES AND STREET LIGHT PLAN � AS-BUILT: 08/13/2015 cimo 2 VICINITY MAP C1.0 SCALE:NTS #14305.1 �a MARK A. I' 1 jT1t_ R4 zon�gNDLER No. 951BES �° oLOT 617 y �CIBT�, 7� l 11EX.SSMH Jy�pa-0+06.32(10.2�F6 - 0 ^ Lrvc of SE I/4,SW 1/,SEC.35 - RIM:4716.50 o:m �"' _ _ _ - -P nuc -- L�T �: F FL IN(N):4699 (8") `3c Sheet 2 0 6 FL IN(S): Lt 4699 (8� � � D �" 3,0502 RMM47#2.(848")STA 2+06.27(5.50'R) f FL IN (W):4699.(8") / r ; NFFF K LOT 8 FL OUT(E):46969(8") ;/�; �� U 4 FL IN(N):4703.80(8") 0 m I , m m a m III f N N m M LOT 1 4 FL IN (W):4703.79 (8") C m o F®f ON OF PAR Ii DEDICATE FL OUT S 4703.59(8") m N o�j L LOT 9 SSMH$1 (.19TAR W T.L S PLAT SSMH$4(48")STA 0+09.61 (5.50'R) 2,956 SF () (\-I RIM: 13,36 - rn - - RIM:4710.12 J a r N m N I -ao 0+83.7 1+18.2 1+53.71 FL IN(N):4702,43(l3,') / oJN c FL IN(W):-04.83 X1'3D FL OUT E:4704.8 8 (38.00'L (38.00 ) (38.00 L) E h T FL OUT(S):470.73(87 J° ♦ - 3 o C7 () ( ) LOT OW J D > E °o o N a I I 0 17 S 'n m�No m " O ` � o� w ..w- � I 8"w 8..w 8..w 8.. AOO�R) E 1 2, W 1 2, SE 1 4, "ww3,D5011IFrn�, e"ss e"ss ' SW 1/4 less Baxter s„ a a,�.> s - - In J Square Subdivision PhaseSSMH3(487 STA 5+09.98(5.50'R) ) ar; 5 LOT 11RIM:4711.63 2,955 SFFL IN (N):4704.43(8� . , 12+43.94 2+7.21 3+1 .21 3+4.49 3+73.04 4+0.31 4+4.40 .58FL Olfr S:4704.23(87 0+52.60 0+85.5 1+15.5 1+55.6 W 0+83.45 1+13.00 1+45.29 1+80.29 I ()0+48.17 J. (38.00'R (31 )0 R) (38.00'R)(38.00'R)(38.00'R)(38.00'R) (38.00'R) 38.0 ) ) ) LOT 10 LOT 1) (38.00'R) (38.00'R(38.00R(38.00'R) (38.+'2. I 2+12.5 14 (38.00'R (38A0' (38.00' (38.0'R 2,955 SF (38.00' 4 > LET g LOT 1 LOT 2 LOT 3 LOT 4 LOT 6 OF 7 LOT 8 LOT 9 LOT 10 LOT 1 1 LOT 1 2 LOT 1 3 1 OT 1 4 LOT 15 SSMH#2(48")STA 3+96.12(5.50'R) 3 m 41 P. And V �,237 IF 2,820 SF 2,851 SF 3,416 5 ".055 SF 3,501 SF 3,501 SI - - - T.502 SF RIM:4711.08 m Debb L.V Orde B a FL IN (N):4703.80(8� o o o o�°'„ 3�01 SF 75 �5:� FL IN(W):4703.79(8") M LJ FL OUT(S):4703.59 (8") B N 2 LJJ 3 / N 3L00T 81 V- J Scale In Feet I - 1 nT 50 0 50 W�l Scale In Feet 15 0 15 50 0 50 Scale In Meters W 15 0 15 Scale In Meters SEWER NOTES: FL1 1 i�`l�l��lll y0� pp1 1. INSTALL 4"SANITARY SEWER SERVICES PER COB STD DWG NO.02730-2. `,�O• `yh 2. INSTALL SANITARY SEWER MANHOLES PER COB STD DWG'S NO.02720-3/4. ti y oyy Oo9 ax ?1 y. e>�`e`y� ry^y yo, y by^ok'o�•� 472 °yo�y9o9p ey Pry `y 725 M ti y .k L '1 pp1 P '1'T a` �1 Sti kop. y yo 472 720 .�'b�`2�1Lylk y L p``y�y^l �PROPOSE D GRADE ni' p PO,,p0k,10p,5�y of �`' �l� Ly^yam �•rk�1�11k^kAo � yy ypl ��\� 471 � _, 715 472 � k� ^ � p 720 IXISTIN GRADE yy�kd• L�1`F1 �" �2 z ten. o 471 710 471 715 15"STORM EWER MAIN CROSSING 8"WATER MAIN CROSSING 5.0'MI M ALL 8"CAP AND MAINTAIN IN. 18" (TYP) MARKER POST PER COB VERTICAL EPARATION. � DVIG NO.02730-2 fi"MIN 470 705 471 _ - 710 I 1 f 6 f C®0.40 S STORM ' 13'of 8"PVC 00.40R INSTALL 8"CAP AND SEW R CROSSING MARKER POST PER COB DWG NO.02730-2 6"MIN 470 I 700 470 19 of e"PVC 0 0.4 I 4705 CORE DRILL EX. MANHOLE. INSTALL 8'of 8"PVC®-0.67% WATE I&GHT CONNEC WATER MAIN N.CUT, CROSSING O SNAP SLOPE NEW CHANNEL& REBUI EX.SHELF/CHANNEL. C 18"MIN 469 695 470 4700 T^ w 21 CD I, In n c,o Mo �a 00 N0 o0 o3 w� M� oo �^ M O O O M N 't ^ N InN W LEI ;2M O (O ^ �2 n N O wW O O 2O a a a a W 4 �a �a �a aCY s rw 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 0+50 1+00 1+50 2+00 2+50 -/V1 RENEE WAY (STA -0+25 TO 5+50) GEORGIA MARIE LANE (STA 0+00 TO 2+50) pQ a)SANITARY SEWER PLAN AND PROFILE a)SANITARY SEWER PLAN AND PROFILE C2.0 SCALE:1"=50' HORIZONTAL, 1"=5'VERTICAL C2.0 SCALE:1"=50' HORIZONTAL, 1"=5'VERTICAL Issue Date: 08-26-15 AS-BUILT: 08/13/2015 CIO #14305.1 �a MARK A. d R4 Zoning Cj CHANDLER � CIO za No. 951BES LOT 6 CD / / o �y9�F°fcISTv"` tz N LINE OF SE 1/4,sw„^"I EI 35 LOT 7 �: F EXTEQX.FIRE HYDRANT ASSE�pN'zo LF. / M -> - - - TJ LOT 15 Sheet 3 of 6 NEW A6.4716.8fi w ux f w m 3,502 SF LOT H INSTALL FIRE HYDRANT J _ r U LL III N 0 o +30.1 A STA 3t66.5(18.50 L) N a LOT 14 ION OF PAR �1 DEDICATEN GL=4711.31 mm A q+ �n� 0`t �w -r 2,956 SF p7 °J P $Cl STA 3+71.5 R7 DEPTH=6.5' E rf F A 1+7 V:9 C CIE WA THIS PLaT 5.5'L D 5.5L - wN J� H - LOT 9 1 B 4 SF. _ m l STA 3+66.5 �m - ao l� J 0+78.78 1+11.26 1+48.71 W o `w STA 0+56.7 D - m - LOT 1 3 v= C 5.5L SL4+� FIT 38.00'L 38.00'L (3800'L E�- 5.5'Lz D INSTALL BLOWOFF PER ( ) ( ) - Z 3,501 SF 0 N -------------- 5.5'L o 3 0 o n COB STD DWG NO.02660-7 r W LOT OT STA=0+05.1 - = 2 > W a�0 0 0 1+95.4 U in 5.5'L F o,n „� I I 8•w w 81w �' 8' �'w / / / ,w 8•w 3,,550,SF m �N e SW 1 4 less Baxter - a E 1 2, W 1 2, 4, +o 5 cn 8' 8'SS �» S INSTALL BLOWOFF PER Y S hose 8"S B S, L I 55 - - COB STD DWG N0.02660-7 Q - a1 ___ S Square e ubdlvlslon P ss,.a - - _ _ STA=5+23.6 2, and 3 LOT 11 a1 t _ _ -R- --I -- - -- - - Yellowstone. Bonk - zess IF 0) C `a �+5.94 0+8.22 1+1 .78 1+5.O6 1+8.07 I+ +4.94 2+8.21 3+1 .21 3+4.49 3+ .04 4+1 .31 4+4.40 + .58 5+0.96 0+4.60 0+8.51 1+1 .52 1+4.03 W 38.00'R) 11.,, 38.00'R)(38.00'R) (38.00'R) 38.00'R)(38.00'R)(38.00'R) (38.00'R) 38.00'R)(38.00'R) LOT 10 LOT )) (38.00'R) (,38.00'R)(38.00'R) (38.00'R) ( 2+185 (38.0O'R) (38.00'R)(38.00'R (38.00'R L� 955 IF 8 a E 3801' _ ( « ,�7 n� vvl`, 8 o Ip ILOT 1 LOT 2 LOT ? LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 ml. 8a f,237 SF L. SF2,851 Sh _ - .L55 IF 3,501 IF 3,501 SF m LOT 9 OM O� O`er° ON 3,501 IF LJ �I B K N B K 2 3 LOT 8 - VV 3,501 OF IOT 7 Scale In Feet Scale In Feet 50 0 50 RESTRAIN ALL JOINTS WITHIN 50 0 50 SPECIFIED LENGTH FROM FITTING 5 O 15 p., O 15 0 15 Scale In Meters FITTING LENGTH (FT) NOTE �/ Scale In Meters 90 BEND 16 WATER NOTES, <90 BEND 7 QI 1. INSTALL 1" WATER SERVICES PER COB STD DWG NO. 02660-6. 2. INSTALL FIRE HYDRANTS PER COB STD NO JOINTS WITHIN DWG NO. 02660-4. 8X8 TEE 16 (BRANCH) 4' ON RUN 3. USE JOINT RESTRAINT AT ALL REDUCERS, TEES, BENDS AND VALVES AS SPECIFIED IN JOINT RESTRAINT TABLE (3/C3.0). NO JOINTS WITHIN 8X6 TEE 5 (BRANCH) 4' ON RUN CAP/PLUG 31 P a 8" VALVE 16 M ho Goe 3 JOINT RESTRAINT r W 472 ,? �2A 725 C3.0 SCALE:NTS `[ 472 o"0 6 720 ICY O CAi- O = PRO OSED GRADE +O 0 psi lry2 n' 0 472 � �2 720 471 e 715 6.5'MN EXISTINGGRADE ,�p�'1' ♦,} I--� (TYR) y0 5� �iGll STA 1+21.3 15"STORM SEWER MAIN Ind- 4715- 4715 4710 TOP 4709.3 18"VERTICAL710 SEPARATION. A O REMOVE CAP-CONNECT STA 3+14' EXISTING 8" WATER MAIN I- TO EXISTING B"MAIN ST TOP=4705. UB. ;r] CONTRACTOR T VERIFY 710 4705 DEPTH AND LOCATION OFL ¢71 705 -- _= 15"STORM SEWER OP=4702.6 8"END CAP MAIN CROSSING 18"MI STA 5+26.2 STA 3+65.9 TOP-4703.E __-_- TOP=4702.4 STA 4+D.6 470 ---- 705 O STA 3+71.8 TOP=47 2.2 470 TOP 3+71.8 8'SANR SEWER 700 -- PROPOSED 8' SANITARY MAIN CROSSING 8"END CAP STA 1+94.8 S WER MAIN AND MANHOLES STA 0+00.0 A TOP�4702. TOP=4703.1 STA 1+706 V` TOP=47028 470 700 Vr��469 695 O n M O IO a W t0 �tP a J O O O �M �O � M O ^O �M �N � �r w W O O O 0+50 1+00 1+50 2+00 2+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 RENEE WAY (STA -0+25 TO 5+50) GEORGIA MARIE LANE (STA 0+00 TO 2+50) Issue Date: 08-26-15 n WATER PLAN AND PROFILE 1 ` 1 WATER PLAN AND PROFILE AS-BUILT: 0 8/13/2 015 C3m0 C3.0 SCALE:1"=50' HORIZONTAL, 1"=5'VERTICAL C3.0 SCALE:1"=5C HORIZONTAL, 1"=5'VERTICAL #14305.1 r'm _ _LOT6U V/ 0 � MARK A.so, T CHANDLER ^, �II LOCK �Jj No. 9518ES .DQ INSTALL U GUTTER PER C1/ �y HLOT 7 m COB STD DW�O.02529-1 9Y fcl6TE(1 .15) (10.5) N INSTALL 6'CLASS II am FN y �TINSTALL PERIAN RAMP PER TRAIL PER COB STD ��STD DWG 2529-8DWG N0.02529-18. 0,�,� m O°N'(Tm-) NSTALY DESTRI�Nn�oh�I W LOT 8 VJ �/.��II�`� /� e I ` o� C� W J ROAD NOTES: _ PS PE COB STD r INSTALL PEDESTRIAN INSTALL 5 SIDEWALK GEORGIp MARIE LANE STA 00.83 Sheet ¢ O s RELOCAT NG APPROACH. MILL J`C Jam' RAMPS PER COB STD (10.29) DWG 0.0252-8(TYP.) Y h: f E%ISTINGE EMENT AND REUSE AS -1CATE _ (6"THICK, REINFORCED) _ 3,501 '_h 1. INSTAL L INTEGRAL CURB AND GUTTER AND DROPPED CURB DWG NO 02529 B TYP. PER COB STD DWG NO.02528-1. N ( ) FRONTING OPEN SPACE C c LOT 9 CH EX. ROAD SUB E. PAT 1 vi Mv, 2 (TYP.) �I 1}..��a S INSTALL 6'-WIDE SIDEWALK ALONG �P') 5'CR O 2. INSTALL STOP/STREET SIGNS PER COB STD DWG'S NO. O m o OF PARK(6"THICK, REINFORCED) I- 09810-1 &NO.09810-4. P VE ENT DEAD END BARRICADE 5 BLVU I- TRANSITION �J 3. INSTALL DEAD END BARRICADES PER COB STD DWG N0. N STOP/STREET SIGN INSTALL 4'%;4'11 6"THICK STOP STR€Y SIGN z y. PER COB STD DWG LOT 1 Z 09810-2. ED F CONCRETE PAD FOR MAILBOX j 3,501 '_h ._ (0.91 1 0 N0.09810 2 LOT )O ) ( - 31' a✓RIF--ti-eb 4. 90'HAMMERHEAD TURNAROUND SHALL BE PAVED FROM T 'i U TBC-TBC """- E EDGE OF DROPPED CURB TO EDGE OF SIDEWALK.WINGS U1 U mo w I. BL _.,TJPE S. , 0.95 C� _ l 10.15 _ R15' TO BE PAVED. _ �f > 10 v= W 15.90 - ` L 1 8„W$ .24)0 S, R"W - 90 TURNAROUND STOP/STREET SIGN1* 11.24) 2,955 SF (f) P 0 11 T- o _ _ m _ o 1 75`CROWN,-�,_� �--W-( -ry TB-TBC g �.� - T - a g'•SS S TO 'TRAN DROPPED _ _ _ d M. SON MAINTAIN THROUGH O o , rn S5,•8 I - -_--- 15.90 - - - - TURNROUND TYP. (10.89) (1 .80) - LOT 10 16.81 __ I_ ) ( ) u 2,955- p) p _ = _ DEAD END BARRICADE PER m - - COB STD DWG NO.09810-2 r a m R NEE WA STA-4+01�56 a m � �L `m ORGIA M RIE LANE A 2+00.83 ,o p LOT 11 q o PAVED OM EDGE OF DROPPED ROUND.PAVEO O O O ry LOT 9 Q � �n u ' CURB TO EDGE OF SIDEWALK. v Q II I 3,501 SF �o°1 1 LC. 5 ACT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 L0: 14 LOT 15 PAVE WINGS AS SHOWN (TYP. LU W a LOT 1 LOT 2 OPPOSITE SIDE) /�/ d,237 SF 2,820 SF:'.' 3,459 SF ,950 S 2,955 SF 3,501 SF 3,501 SF 2,955 SF ,955 S 3,501 SF 3,501 SF 2,956 SF 3502 SF JB K L.r W - - - LOT S /� g I I 3,501 SF W B K I TRAIL w CONNECT.I EXISTING LOT 7 CLASS 11 - GRAVEL TRAIL.INSTALL 6' 11 I 2,955 SF L ST DWG NO.02529 C118.OB Z F 1I I 2,9501 i sF Q / AS .Lt N AI J z � � 9, Scale In Feet I IT 5 wr 50 0 50 Scale In Feet 15 0 15 50 0 50 Scale In Meters 5 0 15 0.Scale In Meters QI � a HIGH PT STA:0+45.16 O HIGH PT ELEV:4716.38 PVI STA:0+79.10 LOW PT STA 0+63.34 PVI ELEV:4716.6D LOW PT ELEV:4710.10 K:43.25 PVI STA:0+71.41 LVC:111.13 o PVI ELEV:4709.98 a o K:62.92 m 472 M m - LOW PT STA:3+87.21 725 4720o LVC:79.06 ± 720 LOW PT EL 4711.24 m� +N II II o+a ±a PVI STA:+50.00 00 <Fm ¢m .. N.. PVI EL :4710.99 0M o< +p Npo U�? UU K:4.41 6 �S Zi Zi LVC:1 1.83 na U.. N.. rca rca U UU 472 N o a 720 4715m - c II c II715 r Ji GI Gi r:i i5 a U w UU UU ¢ _ ��- PROPOSED G E w II 7BZ- 0.50% -0.50% 4715 4715 4710 - �- - - 710 �2.D7x w a MATCH EDGE OF PAVEMENT GRADE BREAK STA=O+4.37 CE ISDNG GRADE 0.50% ELEV=716.28 �2 4710 4710 470 O 705 0 �7ry >�j Oi r C -7^ M 0 c M cn O f0 r d W N tD T d > r O r A M O O O M N a n W W N tD �tD �I[J M a M M �^ �� �_� �_� O� W W O O �C;O f 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 0+50 1+00 1+50 2+00 2+50 A O RENEE WAY (STA -0+25 TO 5+50) GEORGIA MARIE LANE (STA 0+00 TO 2+50) V1 ROAD PLAN AND PROFILE / 1 ROAD PLAN AND PROFILE /� N C4.0 SCALE:1"=50' HORIZONTAL, 1"=5'VERTICAL C4.0 SCALE:1"=50' HORIZONTAL, 1"=5'VERTICAL ( Q rTw/ 60' I� 30' 30, NOTES: �1 1. REMOVE ALL TOPSOIL&COMPACT NATIVE TO A MINIMUM OF 95%OF MAXIMUM w DRY DENSITY AS DETERMINED BY ASTM D-698.INSTALL MIRAFI 14ON OR EQUIVALENT GEOTECHNICAL FABRIC. 15.5' 8.5'- 5'• 2. IF NECESSRY,BACKFILL TO SUB-GRADE ELEVATION WITH 6"MINUS PIT RUN GRAVEL,WITH 12"MAXIMUM LIFTS,COMPACTED TO A MINIMUM OF 95%OF a MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-698. 'o rc 3. PLACE 6"LIFT OF 1.5"MINUS CRUSHED GRAVEL BASE COURSE,COMPACTED TO A MINIMUM OF 95%OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM-D698. a 1'(TYP) 4. PLACE 3"OF HOT MIX ASPHALT FINISHED SURFACING,COMPACTED TO A MINIMUM CONCRETE SIDEWALK PER PLAN 3"LIFT OF HOT PLANT MIX INTEGRAL CURB AND GUTTER PER M,P�' OF 93%OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM-D2041. Mq ASPHALTIC CONCRETE SURFACING k COB STD DWG NO.02528-1 f.. *SIDEWALKS SHALL BE 6'-WIDE,6"THICK AND REINFORCED ALONG PARKS AND 39.SLOPE 1 4 PER V 5'-WIDE,6"THICK AND REINFORCED ALONG OPEN SPACE.BOULEVARD WIDTHS REDUCE 3%SLOPE / TO 8'ALONG PARKS.PEDESTRIAN RAMPS SHALL BE 6"THICK AND REINFORCED. 4::::1 MAX BOULEVARD SIDEWALK 4.1 MAX Issue Date: 08-26-15 �9„ 6"OF 1.5"MINUS CRUSHED 18'OF 6"MINUS PIT RUN SUB-BASE GRAVEL 3"LIFT OF CRUSHED GRAVEL BASE COURSE. GRAVEL LEVELING COURSE MIRAFI 140N OR EQUIVALENT NATIVE SUB-GRADE OR PIT �31' LOCAL STREET CROSS SECTION STREET CROSS SECTION RUN FILL, 12"MAX.LIFTS AS-BUILT: 08/13/2015 C4mO C4.0 SCALE:NTS #14305.1 �a MARK A. CHANDLER No. 951BES INLET/MH COMBO#1 (48")STA 0+63.33(14.50'R) INLET#1 (24"X36")STA 2+15.17(14.50'R) V5 TBC:4710.07 TBC:4711,21 FL IN (E):4706.46(15") FL OUT(W):4707.28(15") Q f �NEER �' FL OUT(N):4708.46(15") N IJNE OF SE 1/4,SW 1/4,SEC.35 -0dE - - INLET/MH COMBO#1 (48")STA 0+01.00 K TLC:4710A7 I N FL IN (E):4706.46(15") INSTALL RETENTION POND Sheet 5 of 6 w .. FL OUT(N):4706.46(15") DBOT EPTHLEV54706.09 c3" I VOLUME=3,987 CU FT U m d� LOT 14 � �'— EMBANKMENT SLOPES=4HaV u �� O� ., 1. I 2.956 SF Q� ED �J a ..w vi C w W z LOT 1 3 `v t 3,501 SF I a E _ - PIPE OUTLET W/FETS.ARMOR W/5' m F� O X 10'WASHED COBBLE RIPRAP PAD. c i LOT 12 Z I i-- ;E 1;+ _ Lsol 2SW 1/4 less luaxter WG�RGIA MARIE LANE — m m a Square Subdivision Ph e s a G Z m INLET/MH COMBO#2(48")STA 0+3�.00(0.00-R) � _- 1, 2, and 3 LOT 11 G) Tec:471o.m m t Yellowstone Bank - _ _ z955 SF D IF_ FL IN (S):470632(15") E °1 T- - L++:- N N 3 I FL OUT(NW)4706.32(15") m o a LOT 10 D I �N W = I 2,955 SF �N I m $ U Ip Boa o� o� om LOT 9 z n I 3,501 SF m ..W a R EN �B K 2 T711 OT 8 — S'S e Ss s IUGE u uG�'� IT as � Seale In Feet z 50 0 50 Scale In Feet 50 0 50 QI 0 15 0 15 x Seale In Meters 15 0 15 STORM NOTES: a Scale In Meters 1. INSTALL INLETS PER COB STD DWG NO.02720-1A. O 2. INSTALL COMBINATION INLET/MANHOLE PER COB STD DWG NO.02720-1B. 3. INSTALL STORM DRAIN MANHOLE PER COB STD DWG NO.02720-3. M •� w `,y ^14•o^°gyp°6. `^y,�`^y'1 ��/�j� 472 ` 720 472 �'� ^ 720 /"1/. �\O O 471 4715 471 715 PROPOSED GRADES _ O 471 / — — — 2.0' 710 471 — _ 710 lll A �i +�0 6"MIN UTILITY CULVERT (TYP) EXISTING GRAD J.000--CROSSIN I149'of 15"pVC®0.55% 25'of 15"PVC ®0.55% BOT OND=4706.09 Q; 4705 18"MIN 6"MIN 705 470 6"MIN 18 MIN 705 8" LAIN C SEWER -` 45'of 15"PVC®0.52% O IN CROSSING 8"WATER MNN� 8"N C RY SEWER CROSSING MAIN CROSSING l8" ATER MAIN M CRC SSING CIO h+M 470 >> 700 470 700 Vt w W M 'N N w 'n^O 0 O r rICA 0+50 1+00 1+50 2+00 2+50 0+00 0+50 1+00 1:4 GEORGIA MARIE LANE (STA 0+00 TO 2+50) GEORGIA MARIE LANE - OUTLET (STA -0+50 TO 1+00) Issue Date: 08-26-15 STORM PLAN AND PROFILE 2 STORM PLAN AND PROFILE AS-BUILT: 0 8/13/2 015 C&O CSA SCALE:1"=50' HORIZONTAL, 1"=5'VERTICAL CSA SCALE:1"=50' HORIZONTAL, 1"=5'VERTICAL #14305.1 �a MARK A. d TRANSPO POLE—SAFE �++ CHANDLER INSTALL 4"PVC SLEEVE MODEL NO.4075 No. 9518ES N uNE OF SE 1/4,Sw 1/4,SEC.35 _ 330.89(R) KW ROUND TAPERED STEEL POLE(RTSP 25'MAX.) oy9Y �f015TF•Q�O nur c LOT 15 SQUARE BASE BY MANUF. Fi1C1ry �QN' INSTALL STREET LIGHTING (2)NUTS&(2)MT WASHERS �koK _ 3,502 SF PULL BOX(IF REQUIRED n PER MANUF.RECOMMENDATIONS w 1� . y —TO BE DE BY r BITUMINOUS ASPHALT EXP.JOINT 4 CONTRACTOR) Sheet 6 of 6 SIDEWALK(IF REQUIRED) L'91 '-r LOT 1 a` (3)g3 TIES O 2"O.C. Wm n J Bruce W. Campbell U m o NE POWER BOX INSTALL 25'STREET LIGHT r 203 Fm 3322 (BY NWE) -�. LOT 1.GALVANIZED ANCHOR BOLTS DE 1 3/8"PROJECTION m m m v INSTALL 4"PVC SLEEVE J 3 -,� 8°GALVANIZED STEEL THREADED END T m 6 g NEW POWER BOX �, (11)#6 VERTICAL N 8 0 t BY NWE 0 LOT 12 Z 24"0 CONCRETE PIER o o J I 111 3,501 SF 2"CLE "w � O I o I:T TIES O 10°O.C. c'o I L t G�RGIA MARIE LANE w — � c Squar uodivslon Phcse e s II JJpp o` 1 and 3 0., - 'j'S _ 11 NEW POWER BOX(BY NWE).CONNECT TO m @ STREET LIGHTING SERVICE AT POWER BOX. C a Y211oW5tone Bank I 1 O INSTALL SERVICE STRUCTURE W/NEMA 3R °j ENCLOSURE W/PHOTOCELL,LIGHTING INSTALL 8"CORRUGATE N POWER BOX I � I CONTACTOR AND HAND/AUTO/OFF C d B7 NWE t-�-� SELECTOR SWITCH. P LY YLE E CULVE ( ) r LOT 2 C o a P-Andrew Van Orden SOILS PER SOILS REPORT W H� Debbie L. V Orden 8 0' O� O� O p Q 75 Fman 656 B K 2 NO]E_ LJT d 1. REFER TO UGHTNC SCHEDULE FOR POLE PAINT REQUIREMENTS _ItoI Sr '^ INSTALL THREE 8°CORRUGATED V/ — — — — — POLYETHYLENE CULVERTS& ONE 4"PVC SLEEVE I' 2 25' LIGHTPOLE DETAIL 2 INSTALL 4"PVC SLEEVE Z C6.0 ~j UNDER SIDEWALK P 1 LOT T SCALE:TUTS F�1 ?E' I - �HIS PI A]AI �-Andrew Van Orcer r y yae sF FrzabeTn Hager rl 159 Fm 1588 COMMON INSTALL STREET LIGHTING WWW OPF N SPAU 1 \PU 1 NEW POWER BOX PULL BOX(IF REQUIRED / \ —TO BE DETERMINED BY LCLG—•') py N �.,BLIC ACCESS \ T. -- E CONTRACTOR) TOT 4 INSTALL 2"STREIt ET LIGHTING CONDO EAS_�EN 3'FROM BACK OF CURB(2-08 �l ':>�� X \ WIRES AND 1—tr10 WIRE).CONNECT TO SERVICE AT NEW POWER BOX m A \ BETWEEN LOTS 3A AND 3B. Z T Seale In Feet cc BAXTER SWA SUBDIVISION 50 0 50 I I r u�r 15 0 15 PHASES\ 1 ND 2 'a 1 �' NEW UG GAS AND ELEC. Seale In Meters INSTALL 4"PVC SLEEVE � c�' INSTALL 25'STREET LIGHT LINES.INSTALLATION BY UNDER SIDEWALK "I I_ NORTHWESTERN ENERGY(NWE). rM, 8AHT/4IN E _ _ — e W a"w e'w R'w "w N S.,W e'•w e WGfR—� la' z _iw _ e_ �9"SS8"SS PHOTO ELECTRIC � - — — — - — — CONTROL E M-e ir= cr I Ie =rev IIMQI �nm- L PRIVATE UTILITIES NOTES: �2 z 1. 8"UTILITY CULVERTS MUST BE N-12 DOUBLE WALL CORRUGATED �j PRIVATE UTILITY PLAN POLYETHriENE. PHOTO—CELL BYPASS SWITCH O 2. MINIMUM 12"SEPARATION BETWEEN CULVERTS. C6.0 (INSTALL 3—POSITION SWITCH 30 AMP LIGHTING CONTACTOR �y 3. MINIMUM 30"AND MAXIMUM 40"COVER FROM THE TOP OF SCALE:1"=SOS HORIZONTAL W/HAND/AUTO/OFF) C CULVERT TO BOTTOM OF FINAL ASPHALT. STREET LIGHTING NOTES: 1. INSTALL 2"LIGHTING CONDUIT MIN.2'FROM TOP BACK OF CURB. 2. WATER-TIGHT CONNECTIONS REQUIRED IN PULL BOXES AND POLES. a � 0 110. ao0�0� TO POLE LUMINARIES h�l LIGHTING FIXTURE SCHEDULE CIRCUITBREAKERS INSIDE METERING PANEL MOUNTING LAMP NEMA 3R HINGED COVER ENCLOSURE WITH LOCKABLE HASP DESCRIPTION MANUFACTURER VOLTAGE CATALOG NUMBER TYPE HEIGHT TYPE 150 WATT PSMH FIXTURE TYPE 3 DISTRIBUTION,BRONZE FINISH SPAULDING LIGHTING 240 CR1-A-P15-H3-F-0-DB-RPA2 POLE 1 25' 150 WATT PULSE START METAL HALIDE M PHOTO CELL DETAIL w C6A SCALE:TUTS Issue Date: 08-26-15 POLE SCHEDULE TYPE DESCRIPTION MANUFACTURER CATALOG NUMBER LOCATION 1I ROUND TAPERED STEEL 25 FT WITH BRONZE FINISH KW RT525-6.1-11-BRZ-DMI0-BC LOCAL STREETS AS-BUILT: 08/13/2015 C6m0 #14305.1