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HomeMy WebLinkAboutMcIntoch Contruction Lot 1 Blk 4 Meadow Creek Subdivisio Phase 1 OFN LEGEND Bennet Marshal B & C Luzonn aD MARK A. _ COS 2532 x 100,00 EXISTING SPOT ELEVATION RRmna w/- _ _ _ _ -9 FM 1 156 CHANDLER x(1oo.00) PROPOSED SPOT ELEVATION - - - - - - - - - - - - - - No. 9518ES TRACT 1 z"`°"�°"�`°' - NEW 1" WATER SERVICE rM°s/e'REBPR w/ 7 M.W(&UM) 029� 4`fCI STEREO O Canvasback, LLC P COR.SEC. RE K S RSE 7 © EXISTING POWER BOX COS 2122 PER MEADOW CREEK SUED. WEST GRAF STREET v.. 2326334 I r-• 'PH. 1 -.-.-.-.-.-.-.-.-. Vav: WA- CD EXISTING TELEPHONE BOX - - - T _ � _ - vuvE OE EXISTING ELECTRIC BOX °� :PROPOSED 6'SIDEWALK ° - - - - - - ® EXISTING SANITARY SEWER MANHOLE ^ -• -^-•-^ -� ®" s � "_ _ _ _ _ ^- -"-^- 00.0- EXISTING SANITARY SEWER CLEANOUT I I q BENCHMARK; C m m o EXISTING FIRE HYDRANT I j g P°Ls 4978 » L�G I E Rt° )a TOP OF HYDRANT ARROW BOLT a9 w ELEVATION=4979.01 FEET m WA�n vuvE q PROPOS 6'SI (NAVD88) EXISTING WATER VALVE __ ------- - -" --- - ---- --_ »___ q m m ® EXISTING CURB STOP Cv� -t -_-_ - - - - vuYEA GRAIN t11v s 9._.,._ E p EXISTING LIGHT POLE I " PER MEADOW CREEKS -------------- meCIFPROPERTY EXIST TJ NEW WATER AND I ' � � i i i ADJUSTED TO 5'OFF i E '� o ® SEWER SERVICE LINES RETENTION POND$1 PROPERTY BOUNDARY G ,LOT (❑m @ O`.0 PROPOSED SANITARY SEWER CLEANOUT L--w�� vg LOT 4 LOT 5 LOT 6 LOT 7 1 eo�ke Kimberly A a) _ 13,497 Sq Ft 7,649 Sq Ft 7,920 Sq Ft 9,120 Sq Ft 2426904 PROPOSED WATER VALVE I it w ® PROPOSED CURB STOP I II o 'a I 149ny 1 I C�g a • p a _o .._ ________� ' _ _ _ W f v1- DRAINAGE DIRECTIONsWee L30.00 RWIDE PUBLIC �TiT-OF WAY LLL 2 ¢< L______________ Ji a (DEDICATED THIS P n $ INSTALL BO 00® a~ PROPERTY BOUNDARY LINE ULEVARD ALLEY APPROACH PER SURROUNDING PROPERTY LINE L MPW STANDARD DWG NO.02529-7A rc ---`[�- `s SEWER r----------- / ------------SETBACK LINEI ° �1B - 0 S eblins Daniel C & ------EASEMENT LINE PENS n ALLEY Davina H EXISTING OVERHEAD ELECTRIC LINE _ ,-� f _ z w FeaRlEo P W i2441687D EXISTING UNDERGROUND ELECTRIC LINE 7,04 sq :1� Fh+,I -.-.- "RET - - -EXISTING GAS LINE TRACT N w _ ''i--- -----� b UM O�362 CIF 9L0 $t- ---------- - - - - - - -�-�-EXISTING OVERHEAD PHONE LINE Goodman Danie �, II �r�r iB �\ 5 -_- -EXISTING UNDERGROUND PHONE LINE COS 1861 F' g - - -EXISTING GAS LINEon 2283747 I Y l m R s a9a1 4 u QI - - -EXISTING UNDERGROUND PHONE LINE 1 lawi GK NEW WATER AND SEWER 1 1 LOT 3 U yy �_ w SERVICE LINES----- - -___ �( EXISTING UNDERGROUND ELECTRIC LINE r o_ LOT-2- �� --�- N ishman John E � 9 ss • -7,920 Sq Ft + .00 & Ashley L PROPOSED SEWER SERVICE LINE - 1 2445658 NEW WATER AND SEWER SERVICE LINES j PROPOSED 20'PAVED SURFACE(SEE -•-R-PROPOSED WATER SERVICE LINE s PROPOSED 5'SIDEWALK i- TYPICAL SECTION) r_, a n n I I I I 55 °° s e S Owl LOT 9 PROPOSED STORM SEWER ----- - - - - - - Re _- --_aH'sz _I -9,681 Sq Ft i / PROPOSED/UNDERGROUND ELECTRIC P >., / l` 10•anon usurort0*Wy / (e WEQ LOT 1 s�9 Sa F NEW 4" SEWER / LOT 4 9,165 Sq Ft SERVICE /� Bvadley Mitchell C & Sherri B 24452 ---- W --_-- _ °�' �� \ \ COMMON .--I G I - as9sEa ucu--.�s's- ' -•� /i % PROPOSED Y GAS MAIN 30 0' K � \ I AREA i �iOG� / / 0 1.00'1.00' LOT 5 ol PROPOSED 2" GAS MAIN STALL BOULEVARD ALLEY APPROACH PER Cooke Gene E 4.00' 10.00' 10.00'�}�}� I I MPW STANDARD DWG NO.02529-7A / 24347416 IN I z O PROPOSED UNDERGROUND ELECTRIC """ 3% 3% vALVE� - - - - IXISTING WATER SERVICE 70 BE 3 45 u REMOVED AND PLUGGED A7 MAIN \ I O 3 7 I r------------------r------- - � I T G z 3" CRUSHED GRAVEL i SHOULDER GEOTEXTILE v O 3"ASPHALT SURFACE COURSE O IXISTING GROUND 6" CRUSHED GRAVEL BASE COURSE(1}" MINUS) r, BENCHMARK 15" GRAVEL SUBBASE(6" MINUS) 499 Top of Hydrant Arrow Bolt C LOW PT El 4981.31 V1 Elevation 4979.01 Feet II PVI STA:1+50.00 Datum: (NAVD88) PUBLIC ALLEY TYPICAL SECTION PVI ELEV:4981.54 LEGAL DESCRIPTION C10 NTs aD LVC 50 00 a (n Lot 1, Block 4, Meadow Creek Subdivision, Phase c.n $r%- M Qi 1 Located in NW 1/4 of the SE 1/4 of Section 4990 II i N vie 990.00 36, T. 2 S., R. 5 E. of P.M.M., Gallatin County, c GRADE BREAK STA = 0+0 .43 +m +°i PC STA = 1+85.59 �•/ Montana ELEV = 4981.22 ,�i ELEV = 4985.78 a + GRADE B EAK STA = 0+ 4.43 "w w GENERAL NOTES 4ELEV = 4985.88 m m �" O W >> PT STA = 2 24.71 ELEV = 498086 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND SPECIFICATIONS. 498 an0 2.Do% �3.2 p, I J.b, 2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE STA 0+0 AT EDGE OF 7.55% GRADE BREAK STA = 4+02.08 WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN EXISTING ASPHALT AND \ ELEV = 4979.20 m II ENGINEERING DEPARTMENT. FACE F CONCRETE w currER GRADE BREAK S�TA :- 3+97.08 Qf� O 3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE ELE 4979.30ENGINEER AND THE CITY OF BOZEMAN, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC. FOR -091% ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE 498 - - - - 980.00 IL7F-'Ili MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER (APPLIES TO PUBLIC SEWER/WATER MAINS, STORM SEWER, AND STREET IMPROVEMENTS EXISTING G OUND -2.00% U ONLY). -g.61% STA 4+11.53 AT EDGE OF N EXISTING ASPHALT AND 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING FACE OF CONCRETE GUTTER OF CONSTRUCTION. 497 975.00 5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO v1 a I co w 0 m a n 10 m N N oo N BEGINNING CONSTRUCTION. N ao n N:o oe 0 ao:o 7n rn u] N 1 O c, ai O 0 0 O a� Di °o GO`0 W pa co 00 r N n ro °a w co r n r 6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. rn w rn m rn rn m rn rn w m rn rn rn m rn rn � a s a v a s a s a s a s a s a v Drawing Date:8/21/13 7. TRENCH BACKFILL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED. 8. THE INSTALLATION OF THE SANITARY SERVICE LINES AND WATER SERVICE LINES ARE THE 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 RESPONSIBILITY OF THE UTILITY CONTRACTOR FOR THIS PROJECT. Scale In Feet 9. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA 40 0 40 REQUIREMENTS AND THAT THE SITE MEETS ALL APPLICABLE SAFETY REQUIREMENTS FOR HIS EMPLOYEES AND ANY SITE INSPECTION WORK PERFORMED BY THE ENGINEER. 1 Contour Interu¢Za: 1 Foot PUBLIC ALLEY PLAN & PROFILE AS CONSTRUCTED C100 10. PROPOSED GAS, ELECTRICAL AND COMMUNICATION LINE LOCATIONS ARE APPROXIMATE. FINAL C1.0 SERVICE LINE LOCATIONS ARE TO BE COORDINATED WITH SERVICE PROVIDER AT THE TIME OF SCALE: 1"=40'HORIZONTAL, 1"=4'VERTICAL 07/17/2013 APPLICATION FOR SERVICE. #12624