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Home My WebLink AboutPerkins Place DRYSDALE PROPERTY CONSTRUCTION INPROVEMENTS I FOR: TESLOW CONSTRUCTION INC. BK GASTON ENGINEERING& .SURVEYING CHURCH AVE. tea � ,D•W DRAWN BY: CGC CHECKED BY: INSTALL HYDRANT BARRIER DRAWING DATE SEPT.30,2002 POST AS PER C.O.B.STD.-nr- MAINTAIN 11'SEPERATI STA.0+18-CA INTERSECTION OF PEACH ST AND PERKINS PLACE 0pl DETAIL N0.02718-5 FROM EXISTING SEWER MAIN AS-GMT�BENCIITMARK REVISION DATE DULY 25.2003 30 PERKINS PLACE EXISTING GRAVEL STREET — _ _ �,,, — — EXISTING ASPHALT REMOVE PROPOSED E' AND REPLACE FOR WATER SEWER MAIN nw MAIN CONSTRUCTION 10 "u SCH40 3 4 dia.WATER SEWER VICE UNE SERVICE LINE 'RI'�, 4-dI PVC OLD _ 1+00 ,)2+00 + R�5• SCH40 SEWER 4•di°.WATER _ _ _ _ PE S PLACE O' SET BACK SERVICE LINE VICE LINE —. - - 2'SET BA K w F EXISTING SID WALK�EMQ� �� j =REPEA WATER S MAIN CROSSING k'P / 515 UNIT A UNIT 8 b W 511 PERKINS PLACE PR OSED �� PLAI PROPosEo s- -- w vl p g 35' S EAM SETBA K � °1 WATER MAIN e° UNIT A P KING w F.F. - 4768.5' AVED) UNIT B �EXISTING R PITT�MN N F F.F.-4770.5' 6-GATE VALVE ON DaTNG / A U SWALE WA10 MAN STUB. a m a W _ — -- - - !- - u EXISTING 6•WATER MAN. -- - • — CONTRACTOR INSTALLED --�� NEW 6•GATE VALVE ON 'FL PL _ n E]OSTMM WATER MAIN STUB. { I 4]as � -- - � R ION POND m -- - - - - - __ D gy+ fr 1(Z( TOP Of POND fi6.5 I ❑ S�F]{((]))]{ r BOTTOM of POND 65.45' -- - N. ROUSE AVE. 1)S5S)j .l co<. WATER MAIN EXTENSION PLAN VIEW -- - � SCALE: ,- 50• I 2 SITE PLAN I 4 �� Sf.AIF 1" - 20' Z 7pS H—F-�—�-�-�- LEGAL: PERKINS & STONE TRACTS TRACK 6 ADDRESS: 511 & 515 PERKINS PLACE AREA SUMMARY 4780 F cl - D NSITY PARKING REQUIREMENTS _ 3 ZONE - • R3-A TOTAL CODE 6 Q SIZE IN ACRES - .932 TOTAL PLAN 6 IS DENSITY- 3 4775 _ R3-A WITHIN 200' VARIANCE REQUESTED-NONE z u SITE COVERAGE � � BUILDING PAVING LANDSCAPING TOTAL <'w h WALKWAYS $ Brid er Drive s � 2.808 3,902 33.906 +-40,616 sq.ft. w, 4770 m8. ml _ 6.9 9.6 83.5 1 DOX ® o g M Z MANY LARGE ASH & COTTONWOOD TREES ALL TO REMAIN ® + - - _ Griffin Drive 0 Z Q p �..o-. 0 w ~ Z F— Z LJ LEGEND I g0 '®x 4765 N _ W 0 1 ,TpCONTOUR LINES PROJECT v - - -- --- - - SITE ,�"� 6.5�MIN.COVERAGE Z Q RIGHT OF RAYS ^+" Q Z + e EXISTING GRADE PROPERTY LINES 47so .1. -- - - - _ � � Q O EXISTING EDGE OF GRAVEL ROADWAY ° _ EXISTING CULVERT LJ EXISTING RATER LINE :a k SDa LF s'dm oLSI DIP WATER AlAIN - o F _�_ Lj Lj N EXISTING HATER VALVE F- N ab' Ts crack treet °® rc_ m +am EXISTING FIRE HYDRANT pR�❑ Dt. ! 4755 _�_ �J—.L! �. - n --, g Q m EXISTING SERER LINE ❑,,, ❑� ❑❑®©54 O EXISTING SERER MANHOLE n ❑❑®do � w I - -- ELECTRICAL LINE ° Pe Ch S�g1❑❑ i m ELECTRICAL BOX ® '.� ❑❑ ® 11 ® e p ..r TELEPHONE LINE -, .. ❑� 4750 All TELEPHONE RISER 7; ®©��CR z i �- PROPOSED ALIGNMENT R STATIONING ..u+ ❑®®®©0©�� +r j—� PROPOSED CULVERT z z ®❑�e�nde all tl ��a❑o0 BASIS OF BEARING PROPOSED RATER LINE ©❑❑❑��❑❑❑0[]00� A41 N PROPOSED RATER VALVE Went M Street BEARINGS FOR THESE PLANS ,r PROPOSED FIRE HYDRANT _ o❑l3s o K 1❑❑❑❑=0 °ja "'A°° C �'e ARE BASED ON GEODETIC NORTH t PROPOSED BLOB OFF HYDRANT �®®®®®®O❑❑❑❑��C❑ et � : ° p ry o AS DETERMINED BY CPS SATELLITES _ PROPOSED RATER LINE STUB MR ❑❑❑❑❑�®❑❑❑❑ PROPOSED SETTER LINE °O- V' ❑❑❑❑❑❑®®�©©© p e DATUM ELEVATION PROPOSED SEVER MANHOLE ;�EJEJ❑EIET-19 00O®C3® "^"` e + e 0 O DRAWING NO.: 00-509 �• 0+50 1+00 1+50 2+00 2+50 3400 5+50 4+00 4+50 5+0 ELEVATIONS ARE BASED ON E PROPOSED SERER LINE STUB PROFTLES.DWG C , CITY OF BOZEMAN DATUM OD PROPOSED STORM DRAIN MANHOLE VICINITY MAP i PROJECT NO.: OD-509 Mil PROPOSED STORM DRAIN INLET SCALE: NTS WATER MAIN EXTENSION PROFILE VIEW r^ 4SCALE: VERTICAL: 1'-5' `�"VII SHEET: 1 OF 1 1 TAB: PLAN k PROFRE A8 HORIZONTAL: 1'=50'