Loading...
HomeMy WebLinkAboutNorthbrook Condos MARK A. CHANDLER No. 9518ES Sheet 1 of 4 C m c? CD N° e IC C m a Y m c EXPANSION E- 7 JOINT CONCRETE GRA.AS In m c ASPHALT SIDEWALK ► D m PAVEMENT N F c o 4%SLOPE OR d .,� ASSPECIFIED - „ CE v,mn S= y > CURB DETAIL SCALE: 3/4"=1'-0" Z �. Q NOTELu : _J / I I 1._0. GRADE'TARLISHED AS"RISE PER FOOT FROM TOP OF ADJACENT FULL HEIGHT CURII OR MATCH ` EXISTTNG SIDEWALK rq •s um.e : I m in SIDEWALK �5,_0• DRIVEWAY APRON C/J Z I -: W I PER FCX)T SLOPE (VARIES) li •r-r.w 12 2 , STREET SI:RFACE J Q IT A y/\ Ui m■ _ - 77 I \ \ \ CUR6&GUTTF I;50 /�/, p UNIT f 3 — / ;rqn•. 3'WASHED ROCK w`w I OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTH MIN.F'THI(;K Z ww.w—_ �• M4000 C:ONC:RETE UNIT C a ww DRIVE APPROACH CURB DETAIL SCALE: 3/4..-I._0.. --- .. —,WIR= � WTR WTR Wf N T :I }J�-SD SD --- .,.,SD - - SD SD --ij Iz LEGEND EXISTING GROUND CONTOUR 7� U I I A / FINAL GROUND CONTOUR Q� _ ! X\im x FINAL GROUND SPOT ELEVATION (TYP.) Q'" 1% - DRAINAGE DIRECTION AND GRADE ( . � 22 1 - �e, ' rDNA I>x EXISTING SANITARY SEWER LINE 2236 UN-1-1 B 4EL11 Ol UNI..{,.„B SS PROPOSED SANITARY SEWER LINE I � EXISTING SANITARY SEWER MANHOLE Q e I I QS PROPOSED SANITARY SEWER MANHOLE h+-1 U UNIT �.., EXISTING WATER MAIN J UNI •R� 1 = '�f EXISTING WATER VALVE / —WrR— PROPOSED WATER MAIN • - --L"1"— --- = - -- ___ PROPOSED WATER VALVE PROPOSED 5' FIRE HYDRANT fEXISTING STORM SEWER LINE EXISTING STORM SEWER INLET i EXISTING s — SD PROPOSED STORM SEWER LINE a PROPOSED STORM SEWER INLET Drawing Date: 11122106 ' 20 0 20 40 1 SITE PLAN — FINAL GRADING PLAN Sole ID Feet SCALE: 1"=20' ABI AS—BUELT 8/16/07 3 #0587z Sheet 2 of 4 - r j E g c ^r -In-In m. / Qr-.v ,n.r ...=r; .TEF^ e �� n T . r r r I � - 'Lw'_ Z w _ J Q LL LL � YDR N7 Q ARR W LT. v. r le E,r ELEV= -:ni= Q z Q w Z PLAN - NEW WATER MAIN 20 0 20 40 Scale in Feet SCALE: 1"=20' SCTION 'A-A' ROTATEC Q 4698 FINI uric -- --- _ 4698 — EX IS GROUND FOR CLARITY. SHED GROUN SURFACE_ 1 1/2- WATER SERVICES F- R C S NEW 6' FI LT RT 4696 - RE 4696 3+73.7 2.5 ,+se.5 O 4 --- - - - 4+01.7 ,� ROW�OLT�HYDRANT .WITH.,; V AUXILIARY GATE VALVE - ELEV=46�9. 9 4694 NEW 1z" RCP ._ 4694 - _- 8 �o STORM SEWER I � 8' X 6" REDUCE - CONNECT NEW MAIN I �� { O 0 -t I 4692 FX. MAIN u_,INc FITTING 2� 4 4692 w U AND/OR COUPLLR 7 AS APPROPRIAT - rP 4690 51 DucT LE PIP 4690 IRON 4688 4688 6' X 90' 'ELBOW 8" X 90' EC _ NEW 8" SANITARY NEW 4" SEW4686 SERVICE LINEER SEWER MAIN - 4686 1 +00 2+00 3+00 4+00 4 PROFILE - NEW WATER MAIN Drawing Date: I i/22/06 3 SCALE: 1"=20' HORIZ., 1"=2' VERT. AB2 AS—BIALT an6/07 a Sheet 3 of 4 0 E ©m6 C F N l -l� E l C E y NEW 36" STORM - SEWER INLET In NEW 8' D#WATER L u cT Nr rn WNL 4TMR- SEWER INLET Ru / - SD SD -- S!? SD -- $D SD - -. ­NEW-lY RCP. STORM SEWER f _ss o w CONNECT NEW 12" PIPE TO EXISTING 12' I - j �� w•'P STORM SEWER 112 FEET FROM EXISTING STORM SEWER INLET.CONTRACTOR TO EXCAVATE AND VERIFY + I1 ' STUB-OUT FLOW LINE LOCATION AND ELEVATION. J 4- NEW B"PVC SANRARY .� � - � W ( SEWER MAIN(TYP.) W J W WO C/) W CL - 0 YDRANTARRJ � I E EV W BOLY _.. �ZQ Z PLAN - NEW STORM SEWER w a zCL 20 0 20 40 Scale in Feet SCALE: 1"=20' W N J 4700 z (,6 -- 4700 p� NEW 36" DIA. (STORM SE ER INLET, - n r;� STS-1. CONSTRUCT AND INSTALL _ C� AS PER CITY OF BOZEMAN STANDARD` 4698 +, DRAwINGs No. 02�2o-1A & 16. 4698 n z FINISHED GROUND LX, [r .SURFACE _i,_ - 4696 - ' 4696 - L -- -,- - - - U CPF TO EXISTING 1 ' RCP 4694 STORM SEWSRTIN INLET. CONTRACTOR TO EXCAVATE 4694 ET % w ` ? REINFORCED - O AND VERIFY ST B-OUT,F OW I'IN ELEVATION. ONCR E PIPE 4692 12' cT t- 4692 T- # r46808 =co 4690 N C D -- _ 1 O 1/2 - - -- ERv1cE - 4688 O WATER S z 4686 NEW 4" SANITARY SEWER SE VI-E 4684 - 4684 0+00 1+00 2+00 3+00 Drawing Date: 11/22/06 PROFILE - NEW STORM SEWER SCALE: 1"=20' HORIZ., 1"=2' VERT. AB3 � AS-BUn,T 8/16/07 Sheet 4 of 4 C m b o N m L v CONNECT NEW FEET PIPE TO EXISTING 6 PVC- LR MANHOLE. SEWER TRA FEET FROM EXCAVATE A SANITARY NEW B' D.I.WATER - NEW 4 SEWER .NEW.12- RCP STORM :.R MANHOLE.CONTRACTOR TO EXCAVATE AND VERIFY MAIN(PfP.) SETNICE NOR1H SEWER(TYP.) D E STUB-OUT FLOW LINE LOCATION AND ELEVATION, _—J' - yF \ - NEW 4' SEWER p SERVICE SOU`li NEW 48" DIA.SEWER W��� NHOLE MHSS 1 M EXISTING SANITARY -- --- AN HOLE pWW.T SEWER MANHOLE w (Eli NEW f SEWER NEW 4" SEWER 4 SERVICE SOUTH SERVICE SOUTH LL w LIJ w0 /O/yy LL Vr YDRAN7 - ELE R W BOLT. �. Q OZ Q PLAN - NEW SANITARY SEWER MAIN � a 20 0 20 40 Lu J zCL Scale in Feet SCALE: 1"=20' I 141 i nQO__' 4698 FINISHED GROUND 4698 SURFACE. 1--� -- ---- - --,I I w ' EXISTING GROUND---. �' �URFACE = Q� 4' SEWER SERVICES 4696 - - - - 4696 LT RT I 1+44.1 1+26.3 /^ --. _ -- -- 2+09.9 Vl 2+12.0 4694 -- - - 4694 NEW 4 SANITARY NOTE: NEW SLWLR SERVICE MH S 1.. CONSTRUCT AND MANHOLE AND INSTALL 1 INSTALLATIONS 10 BE AS PER AS PER CITY OF BOZEMAN STANDARD Or � O 4692 CITY OF BOZEMAN-,Q- G,_-. WINGS,NO. 027203., 4692 V NO. 02730 2 11 I } 4690 WATER MAIN 4690 NEW s NEW CONNECT NEW PIPE WATER O 4688 R SERA CE - Z 81 U TO EXISTING 8" PVC SANITARY SEWER 8 SUR 3b PVC SEWER PIPE ® 0. _ - � 40% 4686 - i I - 4686 W - - - -- ' z 4684 _ 4684 4682 4682 0+00 1+00 2+00 3+00 PLAN - NEW SANITARY SEWER MAIN Drawing Date: If122/06 SCALE: 1"=20' HORIZ., 1"=2' VERT. AB41 AS-BUn,T 8/16/t77 #05872