Loading...
HomeMy WebLinkAboutLoyal Garden Subdivision Offsite & Lift Station 0 li T ► W # Loyal Garden Subdivision 0 RECORD DRAWINGS d/ONAL ' CITY OF BOZEMAN MONTANA APPROVED `zo< arQ C+1PJ il.�lw� �iZdfaT/'k.IJrt" /�[�/eQ V 0zL- LEGEND NAME TITLE ATE- �J �_ JULY, 2006 _ p - 3 NEW EXISTING DESCRIPTION k-STD&( THOMAS mmmm o M. v' SPTOKNIE 15-BOZONN-WWSPELL W,ISMmHCTON Ln Z O BARRIER POST uvns�oN �oNro ® BUILDING w VM O BUSH OR SHRUB cl:O W z 4. CONCRETE U w w � x CONTOUR Z J Q 3 N + CONTROL POINT � • ••) G X CURB & GUTTER 0Q: o �:: _ SCHEDULE OF DRAWINGS _ ____________ CULVERT p0 a DELINEATOR POST N RD �•:I I.' SHEET N0. SHEET NAME >i m h.`` N• 1 COVER SHEET �� ti F— DITCHLJ••L'• __________ o �' •� I• ,� �.. - •• 2 NOTES, OVERALL UTILITY PLAN w w w Q awz o EDGE OF ASPHALT ozo '.:p 3 FORCE MAIN - PLAN PROFILE - STA. 1+00 TO 14+50 ^ ►��'!! �••r U — — — — — — EDGE OF GRAVEL z z •I EMAN �a a ELECTRICAL BOX K N '� r• 4 FORCE MAIN - PLAN PROFILE - STA. 14+50 TO 28+50 M chi o •I �..� 5 FORCE MAIN - PLAN PROFILE - STA. 28+50 TO 42+50 m —•—•—+—+—'—•— FENCE - WIRE w .'..•�,1 O • 6 FORCE MAIN - PLAN PROFILE - STA. 42+50 TO 54+11.5 FENCE - WOOD/VINYL UFFlNE VWE FA ry T�ci• w w H 7 WATER MAIN - PLAN PROFILE - STA. 1+00 TO 14+00 ¢Q<QO A GAS METER LOYAL GARDEN 8 WATER MAIN - PLAN PROFILE - STA. 14+00 TO 16+76 SUBDIVISION GUY WIRE '. 9 GENERAL CONSTRUCTION NOTES, DETAILS o HEDGE I• _, -, 10 LIFT STATION BUILDING FLOOR, FOUNDATION AND ROOF PLAN N A �If TREE - CONIFEROUS �P (, 11 LIFT STATION BUILDING-ELEVATIONS co GO GO Q TREE - DECIDUOUS RD I- L - 12 LIFT STATION BUILDING-SECTIONS AND DETAILS STUCKY LIGHT POLE \•.. ,• •,� 13 LIFT STATION BUILDING-SECTIONS AND DETAILS DRAWN BY: TWC 9 MAILBOX I /11 F (/ 14 LIFT STATION -PIPING PLANS DESIGNED BY: KEW 0 MANHOLE Fr' DUALITY CHECK: WUD 15 LIFT STATION - PIPING SECTION DATE: 7/06 I. ` M1 MECHANICAL PLANS, LEGEND & SCHEDULES JOB NO. B05-002 FM FORCE MAIN ���' FIELDBOOK s SEWER MAIN M2 DETAILS AND TEMPERATURE CONTROLS E7 ELECTRICAL PLAN AND SCHEDULES W WATER MAIN VICINITY MAP E2 ELECTRICAL SCHEDULES AND RISER DIAGRAM ►� WATER VALVE Y tf FIRE HYDRANT E OVERHEAD ELECTRIC A ELECTRICAL METER 4 POWER POLE Z RETAINING WALL WSHEET SECTION OR DETAIL 0 TELEPHONE RISER DESIGNATION SYMBOL SOIL PIT NUMBER WHERE J MONITOR WELL SECTION SHOWN R DETAIL m H W i TEST PIT REAT FALLS r2 LU n z TRAFFIC SIGN ' Z CO) z a ———CTV---—— UNDERGROUND CABLE TV ELENA ARCP ARCHED REINFORCED CONCRETE PIPE MANUF. MANUFACTURER a LU N ; ——E ——— UNDERGROUND ELECTRIC - t ® AT MH MANHOLE 1Q m O BUTT - CONC. CONCRETE MIN. MINIMUM G GAS 0 E A N CONST. CONSTRUCTION NO NUMBER BILLIN CT. COURT PVC POLYVINYLCHLORIDE V U———i ——— UNDERGROUND TELEPHONE 0 DIAMETER RCP REINFORCED CONCRETE PIPE „J WATER WELL D.I. DUCTILE IRON PIPE SIM. SIMILAR Q ® DR. DRIVE STA. STATION } n DWG. DRAWING STD. STANDARD O ELEV. ELEVATION ST. STREET J EXIST. EXISTING TYP TYPICAL g PROTECT• LOCATION F.E.T.S. FLARED END TERMINUS SECTION W/ WITH L.F. LINEAR FEET YPC YELLOW PLASTIC CAP B.F. BUTTERFLY VALVE q LOCATION MAP 9 4 CAD NO. R05-002-01.DWG SHEET T7 OF 1 i O h T GENERAL NOTES: SANITARY SEWER NOTES WATER NOTES » W D 0 0844PE 1 CONTRACTOR SHALL FOR SECURIINGTHEE NOTIFY UTILITY COMPANIES XACT LOCATON OFALL EXIS NG UTILITIES 13EFOREE BEGINNING EXCAVATION. 1. ALL GRAVITY SEWER PIPE IS TO BE SDR35 PVC AND MEET 1. ALL WATER LINES TO MAINTAIN A MINIMUM OF �,1 L��G` 2. ALL POWER, TELEPHONE AND OTHER UTIUtt POLES OR GUY WIRES 3034 STANDARDS.WIRES WHICH INTERFERE WITH THE 6.5' OF COVER TO TOP OF PIPE. RECORD DRAWINGS 2. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN APPROVED z0 CONSTRUCTION SHALL BE REMOVED OR RELOCATED BY THE UTILITY COMPANY, BUT COORDINATED OUTSIDE OF SANITARY SEWER AND WATER LINES. 2. MAINTAIN A MINIMUM OF 18" VERTICAL V ;Mm BY CONTRACTOR. Yoh V�r'.,r.+� J�.OeJFCT r'1/A7.1*FiC Ir/ �j zoo SEPARATION BETWEEN OUTSIDE OF SEWER/ NAM TITLE DATE O- 3. THE CONTRACTOR SHALL EXCAVATE ALL WATER LINES PRIOR TO BEGINNING TRENCH EXCAVATION 3. MAINTAIN A MINIMUM OF 18"WE VERTICAL SEPARATION BETWEEN I �_ OUTSIDE OF SANITARY SEWER & WATER LINE CROSSINGS. STORM DRAIN AND WATER LINE CROSSINGS. ICI a TRENCH EXCAVATION TO ENSURE CROSSING CLEARANCE. THE CONTRACTOR SHALL NOTIFY THE 3. ALL PIPING TO MEET CLASS 51, AWWA C151 **���{� THOMAS,DEAN&HOSKINS,INC. BOZEMAN PUBLIC WORKS DEPARTMENT PRIOR TO EXCAVATION. DUCTILE IRON. T. ENGINEERING CONSULTANTS Z E~ GREAT FALLS-90ZEJ"-1 SPELL MONTANA In 4. EXISTING FITTINGS ARE SHOWN, BASED ON DATA FURNISHED BY THE OWNER. THE CONTRACTOR 4. THE CONTRACTOR SHALL INSTALL MEGA LUG LEEWISTOON wAv�i iOwo Z SHALL BE RESPONSIBLE FOR EXCAVATING FITTINGS AND CONFIRMING REQUIREMENTS PRIOR TO RESTRAINTS OR CONCRETE THRUST BLOCKS AT 0 a ORDERING NEW FITTINGS. ALL WATER LINE FITTINGS, VALVES, FIRE U HYDRANTS, AS DESCRIBED IN THE 0 5. THE CONTRACTOR SHALL INSTALL MEGA LUG RESTRAINTS OR CONCRETE THRUST BLOCKS AT ALL SPECIFICATIONS. Fq�l z Z WATER UNE FITTINGS, VALVES & FIRE HYDRANTS, AS DESCRIBED IN THE SPECIFICATIONS. 0F+I 5. FIRE HYDRANT ASSEMBLY INCLUDES HYDRANT, L) ,,,,yy J 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY PERMITS. c� `4 AUXILIARY VALVE & BOX, DRAIN GRAVEL AND U= CONCRETE THRUST BLOCK SEE CITY OF Z U 7. ALL CULVERTS AND DRAINAGE DITCHES AFFECTED BY CONSTRUCTION SHALL BE RESTORED TO BOZEMAN CONST. STD. NO. 02660-4. Ti z,w v1 ORIGINAL CONDITION, UNLESS OTHERWISE NOTED ON PLANS. 4 0_ K o WW Gil 8. ALL STREET&TRAFFIC SIGNS AND TRAFFIC SIGNALS THAT INTERFERE WITH CONSTRUCTION SHALL wo A W Z BE REMOVED & RESET BY CONTRACTOR. zO 9. ALL SEWER MANHOLES ARE 4'0 UNLESS OTHERWISE NOTED ON PLANS. 51 1�1 Z m 10. USE TYPE 1 PIPE BEDDING FOR ALL WATER AND SEWER LINES. W o N L) I/ W W W W 11. CONTRACTOR SHALL REMOVE AND REPLACE ANY OBSTACLE (FENCES, CONCRETE SLABS, ETC.) THAT zoo INTERFERE WITH CONSTRUCTION UPON APPROVAL OF PROJECT ENGINEER. O r Mo; 12. SEE SPECIFICATIONS FOR CITY OF BOZEMAN AND MONTANA PUBLIC WORKS CONSTRUCTION DRAWINGS. O r"I �NCJi M m 13.ALL CONSTRUCTION WILL CONFORM TO MPWWSS,(LATEST) EDITION, AND CITY OF BOZEMAN (COB) rr MODIFICATIONS TO MPWSS. W W W 14. ANY EXISTING OR NEW VALVE WHICH CONTROL THE COB'S WATER SUPPLY SHALL BE OPERATED < BY COB PERSONNEL ONLY. � 0 15. THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. U O 16. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. to 17. THE BUILDING PLANS MUST BE REVIEWED BY THE CITY OF BOZEMAN BUILDING DEPT. &THE CONTRACTOR m m m MUST OBTAIN A BUILDING PERMIT PRIOR TO CONSTRUCTION. 18. SIGNS THAT ARE REMOVED AND RESET SHALL NOT BE REINSTALLED OVER FORCE MAIN. RESET SIGNS A DRAWN BY: TWCIMMJ MINIMUM OF 5 L.F. FROM FORCE MAIN ALIGNMENT. DESIGNED BY: WJD QUALITY CHECK: WJD DATE: 7106 JOB NO. BOS-002 0 200' 400' 600' FIELDBOOK I I I I I I I S C A L E NP W 6135.21 D FOUND PIN PIN1 $ a z VALLEY COMMONS, o v0i I Z Z o Ir 0 J z- WATER AWN PLAN Fq�E yAgl p l (� IL SHEET 7 WATER AWN PLAN FORCE AWN PLAN SEE SHEET 5 FORCE AWN PLAN -. SEE SHEET 8 n SEE SHEEP 5 a SEE SHEET 6 Q v co -- ---- ------------- HUFFINE LANE "" 1 : " HUMNE LANE = Z ---- ---- -- - - ---- -- Q c - - - - -- -- - - - - - Z J W Z N 8162.58 Q Q • � -f FORCE I PUN FC 35288.21 AA I SEE SHEEP ET 3 o FCPND OUND PI PIN w Lli ll 8 Q W N ! 7 STATION y � N SEE SHEETS III Q W \ E11 AND 5. 1E2 i�l I I 0 Z �. FORCE AWN PLAN _ - SEE SHEET 3 OVERALL UTILITY PLAN CAD NO. R05-0002-02.DWG SHEET Cl OF 9 I �0 II om -- ___ _-- --- --- o1yT o u __ ___ ___ � 9 _T - -T - -T - -T- -T - * W • =n - -T - -T - -T - -T - -T - DI'1R)0 The water in this area is not visually correct. Don't O --a \ 0844PE rely on scale or location of valves. 0 "o POND 5 � � �i�sf�D,srEaEO��, STA: 10+73.0 ALIGNM T� SUPPORT SIGNAL AS NEEDED OVAL N 6005.04 DURING CONSTRUCTION (TYP. ALL S E FO CE MAIN <ZO E 31366.77 TRAFFIC I NAL OBSTACLES) Q U �zd"1< HUMNE LANE CENTERLINE CURVE DATA f STA: 11+32.8 y p�0 o _ R�72.55. INSTALL 6" 45' BEND o ION ILD G 0-0 �m e=90'09'19" CROSSWALK SIG NOTE: =48 .50 ; t1 12+00 13+00 14+00 TFw- 19.83 0 CROS9WAUf 51G[NL _.- - - I LIFT STATION BUILDING, RAMP, o L` N z H AND SIDEWALK ARE INCLUDED p o ' L W y� IN THIS CONTRACT. SEE 0 P r 4' S1A 11+01.7 32.T RT SUBDIVISION PLANS FOR ALL Z U W F E E OTHER CONSTRUCTION. CONSTRUCT N w Of 0 a _ - E E ,F2 SIDEWALK 1n N Of REMOVE AND FRESET x-ul U Z z GAS VALVE EXISTING SIGN N _ W m C w c? I 04 u9 IM3 ® i�/ f 1 I I STA: 9lT}9,T,3i.OQ5RT w <a 3 INSTALL 6" A2y BEND w - Z w STA: 10+46.0 TO 11+02.0 �I ONSUCT TR RAMP Z� a'^ INSTALL 4" INSULATION vl 2H:1V FL= 9.17 9+92.5 zawO . L) STA:TO7•h 1RQ, A Wz I LT 03 INSTALL 6" 90' BEND +' WET WELL Q WZ X j I- J I I �1u1 > Zm Of of Of 0+00.4 NT �l �w w w O W awz N 59520 82 NI SEWER GRAVITY MAIN Lu m m C) O 00 F 1,I �-T- IIIyyy.III...yyyl Z}O -F I I y S © 1�_:: 1�_! STA: 8+00.0, 10' LT N N li nII I STA: 1+00.0 TO 3+06.8 b INSTALL 6" GATE VALVE DEFLECT PIPE ACCORDINGLu ILL!Li T' TO MANUFACTURER'SI� Q 6 Q RECOMMENDATIONS REMOVE AND RESET i.' I EXISTING.SIGN _ STA: 8+00.0 ALIGNMENT so DO m Q N 5758.23 G ; I E31322.04 - - -F - - - - - CENTER OF ALIGNMENT L TION BUILJI'` STA: 3+06.8 (�') i S IL e \` 'y END DEFLECTION MOVED ALLIGNMENT 5. I I ° I __ -_ 3 i - STA: 6+27.2 - '9` s� DRAWN BY: TWC/MMJ I STA: 3+06.8 ALIGNMENT To THE EAST TO AVOID INSTALL 6" 99 BEND /.` DESIGNED BY: WJD 1., N 5. .0 ALIGNMENt \1� E 30992.66 TELEPHONE LINE \�\ v� QUALITY CHECK: WJD E 85. 8 i ``�� - - STA: 6+37.2 ALIGNMENT DATE: 7106 \ �i`- _ N 5595.46 0 50' 100, 1 50' JOB NO. BO5-002 1 S +03. 5.7' RT I I E 31323.03 1 I 1 1 1 I I I FIELDBOOK Q,. I L T SITION COUCLING i S C A L E SEE ONSITE PLANS SHEET 34 +00 F14 nil FN�-+-FN�I---IFN J L ION BUILD TAIL 1 FH i s S FUTURE CURB RECORD DRAWINGS 11 1 I AND GUTTER APPROVED 0 60' Z \� �' I l I I 1Jr,.z /Qei�tT IN�b✓.i/EAC W I/ C NAME TITLE ATE S C A L E L LJJ TD& THOMAS,DEAN&HOSKINS,INC. > FUjNGINEERING CONSULTANTS O WZEM -WL ELL w Z TYPE 2 EXCAVATION - TYPE A BACKFILL 4835 �- _- __ _._ ___ _.... - _ m z ._._.� ---- ---- 4835 W LU r I U a U w INSTAL 1349 L.F. F 6' DR 25 C900 FORC MAIN = Z z _ NOTE: NSTALL GRE N SEWER WARNING TAPE vi 4830 IA_ Q O E " w Q Z u, o z w + I _ _� 482s C; Z 04825 O Z LL 0+ FINISHED GRADE EXISTING GROUND N Q O FINISHED GRADE �(ALIGNME ) (AL NMENT) T > W (ALIGNME T) _ o a 4820 --- - ------ ---- 820 -- - '7\-- ----- ---------- WI 3 \� `- STA 7+80_ ______-__ 56 L.F. 4' Z Z 4815 ---. __. -__._ _. o 1.5' DEEP 4' 2.0' INSULATION - - 4815 Q J I d �a�e�11 f w I V 4810 -_.. --- --- -- -- - z -- -� m F z z 4810 Wm o .w ow ^p y 5 C; o w 1°? nI° o00 EXISTING GR UND o 2 N O1 0 °' o+ 3 z +a +¢ o ALIGNMENT N U m. _�° cD -_4805 O 4805 --- - --__ _. m N t° O N Ole N n N N N W ED n r n O� O� °� OI O� N �} Q) 4) CD Ol O� W O� O� m a a m m m m m oD m m m aD ID OD ao a a m m, ;0 CAD NO. RO5002-03.DWG I+oo 2+00 3+00 4+Do 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 SHEET C2 OF J I ONT *�W D 0 0844PE Ir n��s"'OVALI `e �i QOO U o In =z� ----' -- ----- -_—__� 4820=� .__ 4620__—_____________482dx+—__________________—___________-__ 77 - --- ----------o--- --- Z Z U F' -_______ -. - Lal �42'CMv CULVERT REMOVE AND REMOVE AND RESET N ` REPLACE ASPHALT DELINEATOR POST 2 U �y II 16 RCP CULVERT HUFFINE LANE sEE DETAL e o W Z W `�� STA: 18+67.0 TO 18+87.0 �a ii REMOVE AND REMOVE INSTALL 2" INSULATION �y 14+66.0 TO 14+86.0 RESET SIGN ``\` RESET Sill STA: 23+01.0 TO 23+21.0 7 G Z `q �_ INSTALL 2" INSULATION \� o _ INSTALL 2" INSULATION CMP CULVERT Q Q w .o z o _ - - -- N r-�4Q�_=_=_-iQ4EID-=a )11469-17MOD- —�12+00 18}DD _ � _ ___ '�19�- -_ _ _ ---'"` -� 2416D---- F2aa ___ _ _ _ __--__ ---_ on ____l _ - .. ;+t _ _____ _____________-_____ i 4820--_ / _____ ____ __ _____�_____- ♦ ' _ —3 _Z_ ___ �________ Q w _ - � f - �- Z o A z _ _r--____ _ _ _ � 0 E �c `�tv" E � E c E EI- p3 LLJ L' -- ___ _ __ C L" _ E'_� _.r6zC �` E c - E 9zw C�N __ ".(� Ems_ _ E--� E'R�` �r- O r —x—x—x—x�x=-�I__ 0. ___.� ♦ 1 - O w LARGE LANDSCAPE ROCK E BUSH.(TREE REMOVE AND w lr R W m G RESET SIN x U U U STA: 24+00.0 m N(N m = REMOVE AND INSTALL 6" GATE VALVE w w w w O awz Iw REMOVE AND REMOVE AND REMOVE AND m '0 ur REPLACE ASPHALT w D O O 0 zo vwi STA: 16+00.0 REPLACE ASPHALT SEE DETAIL 1 REPLACE ASPHALT REPLACE ASPHALT zl o o I=INSTALL 6' GATE VALVE SEE DETAIL ej 7 SEE DETAIL 1 SEE DETAIL STA: 24+00.0 ALIGNMENT ui 1 N 6008.31 [~ ej �I oNJ 1= STA: 16+00.0 ALIGNMENT 7 e7 E 32693.80 r o M 0 N 6006.82I la E 31893.80 www al o 0 0 IN url LLj 0) RECORD DRAWINGS to co H DRAWN BY: mmi APPROVED GNED BY: WJD Q AILITY CHECK: WJD NAME TITLI DATE DATE: 7/06 JOB NO. 805.002 TD,j THOMAS,DEAN&HOSKINS,INC. FIELDBOOK ENGINEERING CONSULTANTS GREAT FALLS-ROZEMM-KAlWfP mow" SPORANE WASHINCiON L—WON 0 50' 100' 150' IIIIII I I I-- S C A L E Z W Lu w Z TYPE 2 EXCAVATION - TYPE A BACKFILL C Q -_ 4835 2 G 4835 Lu W � U rM STA 14 50 TO 28+ 0 INSTALL 400 L.F. OF 6" OR 25 w (� Z i C900 RCE MAIN I'TH GREEN EWER WARN, G TAPE O 4830 w _ 4830 LL g LL. ur 14+5 2" GAS W/ 4" CASING (6.2' DEEP) 4 ( 38� RCP 1 DEEP O Z x STA 23+ 2 4" PVC O 7 EXISTING GROUND I 25• DEEP J Z 2 J 0 14+76 18" RCP (INVERT MATCHED-FORCE MAIN.INV.) (ALIGNM NT) _ 4825 x __ _ --- ---- _ _-- la DEFLECTED FORCIEMAIN-BENEATH RCP FROM _ ,m� $TA 28+ 2"GAS 4825 0 14+50 TO 15+00 TO GET UNDER P) -- -- - \ N O N AND TEL .5' DEEP > 4" OF INSULATION O CULVERT ----- ---- ro � - N ---- --__ - "- ,---- ---- ---- o o a ---- z a I 20 L.F. 2" m 4820 m m 4820 - '--- --- _ 20 L.F. 2" - - - IN LATION Z I N Q INSULATION Z 20 L.F. 2" 4815 _ INSULATION __. _ { ----_- 4815 W w Q/n W v Z W z W W W a W W z W _ W 4810 -_ 4810 m w �OEFRLCEEC m i m z w z i m i = m z w z 1p = J o g 4 F UNDER RCP MAJN O 0 o 4 F o 0 O 0 O 0 o 0 00 0 o o 9 o 0 0 �' 0 0 Q ;5m5 S gw egmg So ow ow o0 owog ng + $w ypP 5 ow 0 +o + + EXISTING G UND + +o + +qa + +g +aq +� +N +N + + + 2 4805 J a Z a Z m (ALIGNME m m Z m Z rn o -- N "� "'z "z a '^ n 4805 — f— f — — � N(7 N O NO N— N— N N O 50 N 01 i(1 m 10 N O O! m M) N < O O c0 UI M m O c0 n Ot O� Q c0 O� v O O N N N a a00 w 1 aa a + a a q a ANi N NO. 605002-03.DWG 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 SHEET I OF 9 w 014 T Z D O Q 0844PE Z 'coJ,�CISfEH� G�2�' 0 t• "OVALIn MOVED 3.0' S FROM 31+71 ii li I� o? TO 35+60 TO MISS SIGNAL ri n 8 a ICI LINES -—- ------------- REMOVE .. AND +60 ii REMOVE AND n �`_ __ __ �_ —__ _—__ __—_ __—__ � F REPLACE ASPHALT STA: 35 d 6;1.9 ri —--—- O N REPLACE ASPHALT u z Z Z SEE DETAIL e SEE DETAIL e OFFSET 0' w y 7 1 6" 22.5' BEND n -O HUM E LANE 7 II STA: 38+11.3 REMOVE AND RESET REMOVE AND RESET ° �� OFFSET 0' N� a DELINEATOR POST DELINEATOR POST " r�r 6" 22.5' BEND Z29+OO - O `�r REMOVE AND oo 00 1rl a aoo ii .``rRESET SIGN aow 0 �-- 30�0<N �31+00 -32t00--—- 33+00- 36F00--c--= - ,N�- �- f- I --—-- s - _ o z = — FN EN N -.BOO---- M -42+00--- o -__ ;,.... � N F / a 39+00 r o ___ M��F� 1M - M��FM Q Q T� /INSTALL rF^'Vy+^^+V �N �Y- `r`\ x E w E x�xEx—x—x—x—x—x—riLx—x —r—r—r—x—a __ U' pIE __J —x E E _x E� ErQOW INSTALL 6" GATE VALVE w �w 0: (/1�' REMOVE AND STA: 37+62.5 w wSTA: 40+00.0 �I zREMOVE AND RESET SIGN OFFSET 13.7 RT. I jLn Z Z my p RESET SIGN REMOVE AND STA: 36+13.6 6" 22.5' BEND STA: 40+00.0 ALIGNMENT ww 0 32+00.0 REPLACE ASPHALT OFFSET 18.8 RT. N 6010.59 'rUEDU? O REMOVE AND SEE DETAIL 1 6", 22.5- BEND E 34292.52 u w w w = REPLACE ASPHALTATE VALVE a �1 00 F F SEE DETAIL e STA: 32+00.0 ALIGNMENT vl xa n YN 7 N 6009.80 ¢ b FI maw E 33493.79 d �N iI w w in w l �O RECORD DRAWINGS O NAPPROVED N TITLE DATE I� THOMAS,DEAN&HOSKINS,INC. TD& m m m ENGINEERING CONSULTANTS GREAT FALLS-SOZE�IW-MtSPEu •Av SPOKANE two I ON DRAWN BY: MMJ DESIGNED BY: WJD LEWISTONQUALITY CHECK: WJD DATE: 7/06 JOB NO. B05a102 FIELDBOOK Z LII 0 50' 100' 150' 2 I I I I I w S C A L E > TYPE 2 EXCAVATION - TYPE A BACKFILL w - -- a CC 4835 __. __.__ _. _.. _.__._._._... ---- ------- -.--- 4835 �_ G EXISTING GROUND-- STA 2 +50 TO 42450 INSTALL !1400 L.F. OF 6" DR 25 W W ILL ( GNMENT) C900 ORCE MAIN WITH GREEN'SEWER WARNING TAPE 4830`�ww0. ___._---- ------- --- -- -i _� _.. _. ___ _.. _.__.-.-.- ------ - ---- - {------- �- �� ------ _--- -----_-- -- -- -- ---- 830 0 _ --- -- ----� 4LL LL z ----- --- ---- �. \- o - 2 L.F. 2" O W 4825 r -- - - ---r- - - ._ _ _ 4825 Z J_-- I Z U. m (n O F w Ii W 4820 -- ---------- N d_. _._.. _ -__- --- - -- 4820 _ Z 4815 -------- -__..._._..____._. .._--------- j - z z Z z z o I !I ------ ------ m m--- 5 o— m m - ~ a61 s W Q U \ < N w p J --- -- w ' ' w z I >>J d d W w W w p Z O Q ~ Q aalo -- - - L1 - - - - - a -- - - > y mm Z >_ ---. o - -__ mow ro 4810 a 0 g o o F' -�------ ------ O V O U o N O rD O N O (D h O J 'o� �? on wo 5 +a_+ hn rni r-i o EXISTING NGT UNDow9 +2 nn n0) a+ o48051 ALIGNME Q m m O 4805 so — J m of m of m m o; o� of o rn Eri of d o 0 0 0 0 0 N QNp N N N pp m N N N N mN pMp N N N N rp7p M M 17 M pMp 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 CAD NO. R05002-03.DWG SHEET C4 OF 9 i w ST 0 *�W D 0 H 0844PE g O Z n J w ION.AL N VALLEY COMMONS DRIVE �- s a r 1 azo EXISTING SEWER MH U RECORD DRAWINGS EXISTING RIM 54+11 STA: 54+11.5 ALIGNMENT zoz�Z �s M 4824.90 � t N 6421.88 CENTER RESTRAINED CASING SPACERS ON EACH ~ I E 35287.50 3 EXISTING INVERT IN (S) 4814.40 CASING SPACER SIDE OF ALL JOINTS AND x APPROVED NEW INVERT IN (S) 4817.98 ' AT 6'-0'MAX O.C. BETWEEN 00�Ln F kc_le z ✓,,,�,f� /�jlcb cJ/�'A7^��'G /��OS� REMOVE AND / BORE IN NEW INVERT AND a I JOINTS Z N ZO NAME TITLE DATE CONSTRUCT EXTERNAL DROP REPLACE ASPHALT I..{ SEE DETAIL 1 � f" IF•i�ll REMOVE AND REPLACE ' e7 VARIABLE MAX. 1'-0" w a TD8C� THOMAS,DEAN&HOSKINS,INC. CURB AND GUTTER MAX. 2'-0" In I w Of 0 p ENGINEERING CONSULTANTS REMOVE AND REPLACE m 0 z GRW FALLS-B ZEMAN-KAUSPELL IIOIfLHU O REMOVE AND PROPERTY PIN U LPnIS m OKANIE wASN MHO RESET SIGN m REMOVE AND REPLACE �y ATy _ SPRINKLER SYSTEM I 0 Y "�J U J IRRIGATION VALVE Rox p ® , DISTURBED BY CONSTRUCTION -EU - - - 0 a TO ORIGINAL CONDITION z'w Zy/ 0110 \ J w K \ W Y F 1 0 50' Too' )50' TELEPHONE RISER; I p SPRINKLER(TYP.) Z3 z 0 I I I I I NO LINES MARKED Q ..-.� _Z X m co V W S C A L E � - SEWER MH 2 w '�m STA 51+15 KU U C) W rn RIM 4831.63 RUBBER PULL-ON SEAMLESS 0 Ln In END SEAL PLACED AT EACH END w w w p p INVERT IN (S) 4819.36 CARRIER PIPE C] 0 0 �y zo INVERT OUT (N) 4819.16 m n W 8N. REMOVE AND REPLACE '"1 CIE ` 0 0 0 L.��o r� PROPERTY PIN - - _ _ USE RESTRAINED JOINTS WITHIN E""I ��� _-- - - _ CASING SPACERS THE ENCASEMENT PIPE p (SEE SPECIFICATIONS) STEEL ENCASEMENT PIPE REMOVE ANp REPLACE p (SEE SPECIFICATIONS & DRAWINGS) N PRbPERTY PIN H w w Ill. 0 a -_ ----------- -------------- STA: d1____ _- ---- - -- � PIPE CASING DETAILrl lz N 6125.455.0 ALIGNMENT _ m m STA: 50+00.7, 32.7' RT TO 51+00 NO SCALE E 35291.62 w 3: v STA: 48+00.0 JACK AND BORE w w:x INSTALL 6' GATE VALVE SEE DETAIL 1 f STA: 50+00.7 ALIGNMENT N 6011.14 DO m HUFFINE LANE e > >m 0 a o E 35293.22 �Q 00 09 DRAWN BY: MMJ I� - ---�*8�-- ----4'J*Q�----- - -. _-�PF99 '- _ "_—SEWER MH 1 (5'0) DESIGNED BY: WJD -FM �M �FM _ ____ FM �M�_ _ AM _.. -- _ _ FI) - - -_=DROP MH (SEE COB STD CHECK. B05-0 t- QUALITY WJD JOB NO. DRAWING 1 02730 5) DATE: 7106 STA —�RIM 4832.68 E x E� —e E • k E • —i �E * = R E E F ELLDBOOK 02 ` REMOVE AND INVERT IN (W) 4825.70 STA: 48+00.0 ALIGNMENT REPLACE GRAVEL INVERT IN (S) 4820.70 N 6010.97 (INSTALL 2' STUB AND PLUG) E 35092.52 INVERT OUT (N) 4820.50 N TYPE 2 EXCAVATION - TYPE A BACKFILL aO1 o Z �� W moo NNUO MO, `N-'L� G a air. rna zz STA 42+50 TO 50+01 INSTALL 751 L.F. OF 6" DR 25 =�'� vi �a>W O Z C900 FORCE MAIN WITH GREEN SEWER WARNING TAPE ��'NZz +rv7�0 �iD<F i 3 iCC f xVIK C 4835 --- rn�iii wz 3 -- ---- - ----� - ----_ _ -�---� ,� ----�- ��z-— -- 4835 - _ r ----- ---- ---------- ----�- ---- -- - --- -- — Q 49+04 24' 4830 - \ j RCP __ 4830 ILL 14' OF INS LATIONNN- 5.5' DEEP _ -'_ __-- O Z EXISTING GROUN) \ J^ J (AL GNMENT Z 0\ 4825 4825 a O -36=STEEL'i. CASING' W a w 114 L.F. 0 0 w - 4820 y 4820 m m Z ---- --.. 12`PVC SOR 35 296 L.F. 1.75 X (n a 132.00" N z 12" PVC SDR 35 = JACK & BORE w Z Z4 4815 F O 815 W J-.......-. _ _ - ------- - - -- o z i Q a 0 _ a m Y Q W O U 'i 4810 N O h Y z t0 4 n W O o z o EXISTING GR UND + 8 4805 _ m._ (ALIGNMENT --_- ___- I '4805 50 J f .._.._—'R co N N N tV OI 00 OD t0 m Ot e0 n a O N O O <i M OL�Oi a a a a < a _..__1 NI CAD NO. R05002-03.DWG �. SHEET C5 OF J $ 43+00 44+ 53 00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 +00 54+00 N ONT *� WMDH1L' 01144PE oc RECORD DRAWINGS L A.A .a o,N"A APPROVED -- zoo ' TITLE DATE 'i oz00 0 50' 100' 150' F~ �� THOMAS,DEAN&HOSKINS,INC. 3 II I W 1h I�� I I I I I TD& ENGINEERING CONSULTANTS O S C A L E GREAT FALLS-WZEY -NALISPELL uoRrAru �In 'Z H 1spo+00 CONN. TO EXIST. �� I �,' � wasw"G`oeN°No ?O 1+03 VALVE I E~> ^ F 1+08.5 SOLID SLEEVE W z EXTENDED CASING 22' O TO NORTH TO CLEAR �y GAS MAIN AND PRIM. I a h� STA. 1+03.0 POWER TO BILLIONS Z T- �i w 0 w _ U= 12" GATE VALVE +5 L o z w STA. 1 t08.5 STA: 3i 7Er.9-T 5+35.0 STA 5+41.2 ALIGNMENT j SOLID SLEEVE JACK D BORE �I ! I i N 5962.93 3" ASPHALT z w w STA: 1+00.0 SEE DET L 1 �µ lii + E 31367.80 CONNECT TO EXISTING e ` I EXISTING ASPHALT- O o W a Y 12" STUB STA: 5+36.2 GRAVEL BASE ¢ W �+ AND GRAVEL SECTION 12" CRUSHED O ^ Gzl s z (FIELD VERIFY l INSTALL 12" GATE VALVE LD F�1 z LOCATION AND DEPTH) +�'0 z U Z m B` � STA: 5+4�-�'L O W� w ED INSTALL 12"x12" TEE �z �I 4 0 > z • — ir000w� v V —' `- - - ASPHALT REPLACEMENT DETAIL 1 0 0 0 O �wo -_ NO SCALE 7 o n W �ov�-' - WOOD ROAD 00+9 STA: 1+00.0 ALIGNMENT _ f _ —_—_ _— iP I LL 1�1 N 6404.06 E 31361.95 g COTTONWOOD ROAD �� o Q Q Q STA: 1 9ej9 ALIGNMENT - - - - - "— 12" VALVE 000 N 6305.21 STA: 5+14 TO 5+26.0 a �I E 31365.72 INSTALL 4" INSULATION Ali STA. 5+40 (C6 STA.) W 12"X12" TEE m m m ,,. III DRAWN BY: TWGMMJ QII I I rL DESIGNED BY: WJD III O QUALITY CHECK: WJD DATE: 7106 JOB NO. B05-W2 FIELDBOOK Z WC TYPE 2 EXCAVATION - TYPE A BACKFILL I C Lu 4825 ---. I _.___-._. .. z - Oz 4825 O Q o zo ST 1+00 TO +41 INSTAL 441 L.F. o 0 12" CLASS 1 DUCTILE RON PIPE i N z n" +- O 4820- - - 'n /�---- 4820 w 0 E USTING GROLjND r// r- t Z Z (ALIGNM ) 4815 - ----- LJ w 4815 L O THIS END OF CASING ENDED O z 11 N O poor STEttS LATION a UPPµ 4.0' DEEPER THAN Z 4810 - __. - __. _. --- C CASING �i 481 O Z V Q Lu > W J IN rZ 4605 - pLi - JACK & BORE 4805 m mO YN/ ® w . 0 om o w aw oyN fn d o�-w 600 oo z 5 6a +x� + XISTING G OUND ++= 4,gYg +a+ Z 4800^w>------+--- o ALIGNMENT n o �J iO�0 4800 W Z C. m 7 I 1+00 2+00 3+00 4+00 5+00 Q a O J 0 LAD NO. R05002-07.DWG s SHEET C6 OF 9 a OST D STA 17+50 ALIGNMENT 0844PE U!I $ Z 2 STA: 16+94.1 O E 602.73 Q i I m 9 O o INSTALL 8" 45' BEND /ONAL O m STA: 17+09.1 in I1I ,i oz o STA: 16+87.1, 7.0' LT p co CONNECT TO EXISTING azo m MAIN WITH 8" GATE VALVE IIA I, INSTALL 8" 45' BEND (7l IL ox go lal V 1-00 STA: 4+95.0 �;�Il E o REMOVE AND REPLACE Ix (FIELD VERIFY LOCATION zz- 12"VALVE a I I O v o w ASPHALT AND DEPTH) p�y m_ STA: 4+93.0 it;` T z22 SEE DETAIL a ENSURE MAIN HIGH POINT „ 3 45 RD UPWA ',I T ra 7 IS AT HYDRANT TEE r/j r j 45*DOWNWARD A: 4+91i��B FlBEROPfIC LINES In Lv z E•I I � , _ _ � 0 STA: 4+74.0 TO 4+90.0 1 �"' -----T ----T -- --T T -`c ."1 ,� _ k_--_ _ _ -_ T INSTALL 4" INSULATION =-�� --T r - T�_----------------- , �'� �=-'""T = =- _'3� --_-__-__-_-----__'--_"_�-T - -- _ U \ --___ - --. _ _____ _ _____-________ _ _ _ _________________-____---- - _ w m __ _. 0 ____ -___ -_.__ ------------ -_-__ _-_� _ _ ---- _ HE / _ C a' O T�/1 _______________ - _ __-______ -__ ___-_______ __- Icy -- - - a/TRAFFIC sXXW. -------- ---"i= =_------aezo--_--H ?a-_- - - -------- RE OVE AND REPLACE��_=j `=e---42•wr cuLVERr ---J INSTALL SEE 0 B.WSTD. c w U W Z z STA:_4+62.2 - -- ------� _ __ -_ aa2 `` DWG. N0. 02660-7 STA 16+78.4 TO 17+09.1 p o OFF CONNECT-Tb XISTING --- --------- REMOVE EXISTING 8" MAIN Q¢z "' FIELD VERIFY LOCATION STA 5+72.4 ALIGNMENT n ASPHALT ♦`� V? ( AND DEPTH) N 5994.26 18'RCP CULYERr ii HUFFINE LANE SEE DETAIL 1 .`� II STA: 13+17.0 TO 13+37.0 D, z E 31430.98 HUFFINE LANE �I 7 ELIMINATED INSTALL 4" INSULATION STA 15+47.0, 7.0' LT " m = STA: 5+72.4 II STA: 9+02.0 TO 9+22.0 `�\ INSTALL 10"xB" REDUCER o o C W W STA: 4+50.0 ALIGNMENT w w - 5962.65 INSTALL 10" 45' BEND I' INSTALL 2 INSULATION �•�^��� ^• ^� `�\ _ r� • I I Tr ' STA 15+37 0 w U -- E ST32-1.55 N i I --- --INST ND z2= - 1D+0�� ]14430 17i00 -`1244)D 18+00 - i --i4+0P -__-- _ �� _ w w ---��AiC-=43FOQ-=--_ -?4fOQ - - - -- -- _ - -- - ----TT� - Otn v> ----- _ 1, -- _ - - - -- ---- - -- - ----- r rn-- ___ ;-. . �-- a-� a- t- a- - �r>/- --> ---T=-;_�\ _.1>< {_ -- Bt--ia � Ir/ _ ,` ~------- - - - - -- - sTs�` - r- a- (-- ,♦ 'p== =z W 0= K K W mj sn s - --- -- -- ---- ---- -- _ -- 1 ter ) f - o a- - --- -- 1 } „2' )a- E_ - �� LJ U J IT'e- -__'�- c� p. _ _- _------ E III E _v_z-F=-v-i l - v-E-.--. .-i---r 0- ` _ _'_ fC___ ♦ w W W O �wZ 1 _ A STA 70+35.-1 ALIGNMENT E UNDSCAPE RocK O O O O � 1 f-•-^ "E VALVE x-•-•�-• POWER POLES(W.) I INSTALL 10STGATE VALVE �O� =GAS �03: it it,i� STA 5+28.7 ALIGNMENT STA 8+90.0 E 39893.83 STA: 15+44.0 ALIGNMENT 3 N 5963.13 INSTALL 10" GATE VALVE N 5996.77 N om, 'i�il�I �E 31400.23 STA: 15+50.0, 7.0' LT E 32402.58 N N m STA: 5+28.7 REMOVE AND REPLACE TO 16+74.2, 7.0' L II II I y INSTALL 10" 45' BEND STA 4+99.0 ASPHALT JACK AND BORE STA 15+00.0 'M 2-90' BE SEE DETAIL 1 SEE DETAIL 1 INSTALL 10"x6" TEE, 12 LF w F ' TA. 5 04. (UP TO E) 7 6 0 0 0 li � RECORD DRAWINGS e 8 FOF IREfiHYDRANTD A 7.5' BURY Q Q T o" v vE II {I BURY ELEVATION=4820.37 m U U° STA: 5 APPROVED 3 0 0 INSTALL 12"00" REDUCER a ��c��.I,�,y�{,� ��S�p,� U, N 04 ql dl +97.0 NAME TITLE DATE STA 4+04 _. II INSTALL 12"02"TEE THOMAS,DEAN&HOSKINS,INC. m m m 111� ENGINEERING CONSULTANTS 1 I� GREAT FALLS-EOZEMW-KALSP YONIAlM DRAWN BY: TWClMMJ FUTURE CURB SPOKANE wASR►1croR I I i I I l AND GUTTER LEVIRFON .13" DESIGNED BY: WJD QUALITY CHECK: WJD I'i i I DATE: 7106 JOB NO. B05-002 FIELDBOOK 0 50' 100' 150, U) I I I I I I H S C A L E Z cWc TYPE 2 EXCAVATION - TYPE A BACKFILL G LLJ 4825 ___-._ - 4825 -- O W STA +62 TO 5+C INSTALL 3 L.F. OF 1 " CLASS 51 DUCTILE IRO PIPE _-♦\ \- 7 `' IL z 4820 --------- 4820 -- OF S 51 DUCTILE IR �N PIPE APPROXIMATE Lu LLI 1 ^ - ----- ---- ---- ----- fo � LOCATION OF-"LSTEEL EXISTING MAIN Z STA 5+0 TO 15+47 NSTALL 104 L.F. 20 L.F. CASING N Z 11 OF 10" SS 51 DU ILE IRON PE INSULATIO ----__ 4815 ------- - c m --____ - 4815 Q LL V FUTURE FINISHED EXISTING GROUND 20 L.F. " LL. GRADE ALIGNMENT) (ALI NMENT) INSULATI 0 I--Z 16 L.F. 4" 0 0 INSULATI N t 6' Z 2 4810 w O z O .. _._._ JACK BORE_ 4. 4810 0 Z uj J z g F 7d' g 3 N` a /L,L// w O O O = V) 7 U z N U Z W m Z / W LL ?z w w w o z 'l w z_ 1 �+ m� 3 m > 25 N - U w lin w m 41 w z - > o o �-- 4805 0___._ __ 4805 W z w w D n w z 0 > m w o > m¢ m 0 - -- w ti a > m m > m w m > a x < 0 > m w m z D U O O O O O O O O O O N '^ N N O O N N fV r O w < O O O O 6 5 O n n 0 O O n n O"� t0 N n O, V! "Z fN a 0 t0 O a 07 O N O O N t`! O 5 n m 0 �O O M< In Y N N co O 10 n m a o N a1 n IO EXISTING G UND rn o N + + + + + + + ++ +L,, + + + + Z Q + + + + + + + + + + ALIGNMENT + + + o N M n 1•1 a In v1 v1 v1 a �o ro n 4800 a a a a w1 In v1 c+ u1 r0 m rn a, 4800 LIJ a0 M n n Of N n N 50 N n N O O N .D tO O It) IO 0 Q 00 a_md w 00 a_o of _a 0 0 pop pop o Nprpi In m m 0N0 O Q °� O Y 00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 J 0 e J 0 CAD NO. R05002-08.DWG 4 SHEET C7 OF 9 8 Orl T r� # W D O 0844PE �B�DNAL �c RECORD DRAWINGS <�O z E O!EAPPROVED f Q I I FORCE MAIN ''// ��, I, /Kc !��aL- /W v,4 cT STUB OUT 5' I FROM BUILDING NAME TITLE DATE N w I I Z F[ zo'—s• `7O]li I I THOM&% DFAN & HOSMS, INC. TD8,4 o C0f6M ANM W to NE BOZENW-KNJSPELL W IWq K LOUVER L-1 (SEE I O MECHANICAL) I U I z as U= < �No a I I � Y I I (no A Z I I LD ti I INLET PIPE m I wU UU MANUAL AIR w w w awz I RELIEF VALVE WINCH STAND ANCHOR O 00 "z0 f I I -LOCATE PER PUMP �YN \ I I s" GATE MANUFACTURER O a w EME NCY \\ I I VALVE, TYP. �BLIND FLANGE I P � �m PRESff w w w ao _ -__ .. __ (-------i ACCESS HATCH 10 o .I SEE NOTE 1. SHEET 15 O o 0 W 6" TEE FLOO U f U I I & 3'-0• MIN. w CLEAR SPACE 36" MIN. PRESSURE GLACE 10-0" I m w I 6" 9(r I DRAWN BY: TWC BEND \\ I `6" CHECK ______________ _ L___ __- QUALITY CHECK: WJD VALVE ------ __---------- OOALIT.CHECK: WJD /// ---- SUBMERSIBLE DATE: 7/06 f /\00��-LQ' TRANSTWOLDUCERS PUMP JOB NF ELLDBOOK BOS-002 y/OQO����a. INLET PIPE SO \ 8'0 PRECAST REINFORCED LOCAL WET WELL CONCRETE PIPE ELECTRICAL & CONTROL LEVEL DISPLAY, JUNCTION BOX WIRING TO SCADA SYSTEM NOT SHOWN 5'-0" 7771 E O r Q A ~ co 15 q H w LIFT STATION J Q PLAN VIEW z a 0 2' 4 6' O Z Q w I I I I I I J N o S C A L E 9 2 d \ ma z N uj N d. zm a W G OC t9 J 0 CAD NO. R05002-14.13WG SHEET C8 OF 9 OTA T * W # D 0 aa. 0844PE qW iASIEi7� h�•i o RECORD DRAWINGS <ZO APPROVED zom r� L✓�./TY---� PRr1 ifih^'.ffws� /�S�Or (2) /J5 BARS U ozo JY"-NAME- TITLE ATE 2" FFGFi �< TYP. 3 TD& TxoMns OM 0 UTANO INC. z IDZEIII�IING ODNSULTi1N13 SEWER VENT THRU HATCH 0 �IIWFE l5-BOZENMI-NRLISPELL WAS NI°cTorr EEvnsron loa�o ROOF PER UPC OPENING U 0 o< x < z DETAIL 1 15 A z ZU < O w V. � o �N 0 6' DI J TUBE VENT m o 0 N m COORDINATE LOCATION WITH w w w &Z MANUAL AIR RELIEF REMOVABLE �zo / PUMP WINCH PUMP SUPPLIER TO AVOID n N CONFLICT WITH ACCESS TO aY_ OCLEANOUTW, " V o w0 PUMP ENCLOSURE r` Z m UNION STAINLESS STEEL 6" DUCTILE w w w IRON PIPE HOOK FOR CHAIN (2) #5 BARS ON #5 ARS 0 8' O C EACH SIDE OF OPENINGACCESSHATCH SEE DETAIL SEE NOTE 1IFINISH FLOOR = 4819.50 Tf If TOP OF WET WELL = 4819.50 FINISH GRADE FINISH GRADE TOP = 4819.17 a ELECTRICAL & DRAWN BY: TWC } CONTROL JUNCTIONw S BOX DESIGNED BY: WJD mPUMP REMOVAL GUIDE7 OUALrrY CHECK: WJi U RAIL k LIFT CHAIN DATE: 7106 Z 2 JOB NO. BO5-002 0 0 0 )j4 BARS ® 2'-0- 12" TO CONTROL PANEL FIELDBOOK z I I O.C. MAX. SPACING 2' CORPORATION < EPDXY ANCHORED 12"� STOP W/FITTINGS 2" SCH.80 PVC ®� 6" INTO RCP END Y4"/FT. MIN. FORCE MAIN 90' SWEEP LINK SEAL FOR ALL 96"0 RCP 1' SCH.80 PVC 0 PIPE PENETRATIONS 6" 90' BEND Z Y4'/FT. MIN. TYP. SEE DETAIL B/15 O �-MJ W/MEGALUG Q ALL JOINTS RESTRAINED IRON DUCTILE (n Sim 6L OINLET PIPE INV. 4604.21 INI FT PIPE INVERT 4R04 21 (S) J NOTE 1: (E) HIGH-HIGH WATER ALARM 4R04 00 ACTUAL SIZE AND LOCATION OF Z ACCESS HATCH MUST BE HIGH WATER ALARM .403J0 Z O COORDINATED WITH PUMP AND GUIDE LAG PUMP ON 4803.40 •.a e RAIL A LLNS SUPPLIER RE AND M S PUMPS PROVIDE I EAD PUMP ON 4803.10 N - 1/4' THICK STEEL V WALL SLEEVE WITH > W M as n SEEP RING ''^^ m V SUBMERSIBLE 1 = Z PUMP PUMPS OFF 4801.00 N a LOW LEVEL ALARM 4800.50 W EL A"x2" S.S. BAR W/Yi 0 S.S. EXPANSION ANCHOR, EQUALLY SPACED 1 in (2) WATER LEVEL TRANSDUCERS. SECURE AND Q (8 TOTAL) 14" 1 E .N a,1_0- MOUNT UNITS PER MANUFACTURERS RECOMMENDATIONS. 4 BOTTOM OF WET WELL 4799.50 J 4 - LINK-SEAL .: Q<4a of . Q J < - - k5 0 6' O.C. CONCRETE a EACH WAY FILLET SECTION A PIPE PENETRATION DETAIL B 0 2' 4' 6' 15 NO SCALE 1 5 L�_�I S C A L E CAD NO. R05002-15.DWG SHEET C9 OF 9 CONCRETE NOTES oT'll" GENERAL NOTES ��.;. =_ 1. ALL REINFORCING STEEL SHALL BE ASTM A615 GRADE 60. �_ E BAR SIZE AND SPACING TO - a 168P ,- LA C MATCH HORIZONTAL BARS. P REINFORCING 2. REINFORCING SHALL BE CONTINUOUS AROUND ALL CORNERS 4 ° LA DIA WHERE SPACINGS DIFFER - DESIGN LIVE LOADS (2003 IBC50 ) "'%J�O MATCH LESSER SPA XAL `\ UNLESS SHOWN OTHERWISE. B 0�� • SPACING - LAP 40 DIA EACH WAY Zoo a 3. THE FOLLOWING BAR SPLICE LAP LENGTHS SHALL BE USED2'-0" AS A MINIMUM FOR ALL REINFORCING BARS UNLESS SHOWN �• SNOW - 30Ibs/S.F. - EVENLY V o=� OTHERWISE. 2• DISTRIBUTED OR UNBALANCED SNOW �a BAR SIZE BAR SPLICE LAP LENGTH ' KEY LOAD WITH THE FOLLOWING: 58.4 PSF 3 12 N0. 4 1'-9" o Z /�q7 O NO. 5 2'-3" ° i.. NO. 6 2'-9" w NO. 7 3'-9" F NO. 8 5'-0" WIND CRITERIA: O a a 0 V = 90 MPH U ►� Z NO.NO. 10 '- . WALL CONSTRUCTION JOINT EXTERIOR CORNER EXPOSURE CATEGORY C z No. 11 9'-9" I.=1.15 a caw 4. MAIN REINFORCEMENT CONCRETE COVER SHALL BE 1 1/2" WITH TYPICAL CONCRETE WALL DETAILS EARTHQUAKE LOAD CRITERIA: o � THE FOLLOWING EXCEPTIONS: SCALE 1" 1'-O" Ste= 73g o Sm= .33g p UNFORMED SURFACES EXPOSED TO EARTH - 3" SUG = I gw SLABS NOT EXPOSED TO EARTH OR WEATHER - 3/4" IE=SDC - D O� N _ o 5. ALL HOOKS ON ALL BARS SHALL BE STANDARD 90 DEGREE HOOKS IE- 1 0 W N N N UNLESS SHOWN OTHERWISE. 0 0 0 �Zo 6. KEY DIMENSIONS SHALL BE AS SHOWN: O �oaw AT/3T/3 TIMBER NOTES N 1. LUMBER GRADES: w w wELASTOMERIC JOINT -ALL FRAMING MEMBERS TO BE DOUGLAS FIR #2 Q Q 1 1/2" MINIMUM, T/6 MAXIMUM O O0 FILLER 1 4" WIDE SAWN JOINT 1 1 2" UNLESS NOTED OTHERWISE,/ / -ALL WOOD IN PERMANENT CONTACT WRH CONCRETE OR FILL WITH ROPE BACKING MASONRY TO BE PRESSURE TREATED, UAND ELASTOMERIC FILLER 2. PLYWOOD: N T/3 -ALL WALL SHEATHING SHALL BE ATTACHED TO TIMBER STUDS USING 10d AT 6" SPACING AROUND PERIMETER, 12" ON m m m 7. EXPOSED CORNER CHAMFER: 3/4" a CENTER IN FIELD. BY: Twc 8. REINFORCING SHALL BE CONTINUOUS THROUGH CONSTRUCTION r T DESIGNED BY: RRB JOINTS UNLESS SHOWN OTHERWISE. 1/4" EXPANSION JOINT MATERIAL SLAB CONTROL JOINT QUALITY CHECK: 9. WHERE SHOWN, PROVIDE ADDITIONAL HORIZONTAL AND/OR NO SCALE SLAB CONSTRUCTION JOINT RECORD DRAWINGS DOB ATE: B05-002 VERTICAL REINFORCING ALONG TOP, BOTTOM, OR SIDE FACES EXPANSION JOINT NO SCALE APPROVED OF OPENING. USE #5 BARS UNLESS SHOWN OTHERWISE. FIELDBOOK NO SCALE �✓„ '_z� I'��> + 7�1.r✓f(Fe /�'�° NAME TITLE DATE A) RECTANGULAR OR SQUARE OPENINGS: CORNER BARS AT EACH CORNER OF OPENING. USE #5 X 4'-0" MO .� �AN �wT� � � aawatia�.a, W. B) CIRCULAR OPENINGS: 4 #5 BARS AT 45 DEGREES TD&� Tag �i ui[°u'S-OOzoawIw.Isv[u- WASHN=N WITH MAIN REINFORCING, EXTENDED MINIMUM LAP uvnsraN DISTANCE BEYOND THEIR INTERSECTION. O J Q W U- C W VENT OR EXHAUST PIPE NOTE: J (PROVIDE 8" MIN. HEIGHT CONTRACTOR MAY FLASH FULL HEIGHT OF L Q 0 ABOVE ROOFING) VENT AND OVERLAP 2" INSIDE OR USE PRE Z Z Z MADE VENT PIPE FLASHING 0 Z � 0 0 > 2 3z U CONCRETE FINISH SCHEDULE CONCRETE FINISH Ito LU ASPHALT SHINGLES Z 0 FORMED SURFACES W m Z (2) 15# FELT PAPER Q 0 BEAMS AND SLABS POINT AND PATCH V EXTERIOR WALLS ABOVE GRADE SACKED FINISH 1/2" SHEATHING J EXTERIOR WALLS BELOW GRADE ROUGH FORM FINISH V INTERIOR WALLS - EXPOSED POINT AND PATCH J W INTERIOR WALLS - COVERED POINT AND PATCH Q �Zuj 1^� UNFORMED SURFACES 0 V INTERIOR SLABS TROWEL FINISH EXTERIOR SLABS ON GRADE BROOM FINISH ROOF PENETRATION FLASHING DETAIL EXTERIOR SLABS BELOW GRADE FLOAT FINISH NO SCALE CAD NO. R05002-09.DWG SHEET S1 OF 5 RECORD DRAWINGS ��01AL `� APPROVED Z zzo z 1r/��—r Pe6sec7 ,e f l�„kF� / /oa' o_ NAMF ___ - TITLE DATE ~ a THOMAS,DEAN&HOSKINS,INC. z Z F TD& ENGINEERING CONSULTANTS 0 GREAT FN -WZEA -x ISPELL NGNTNU H T^ l SPO E WASHINGTM U Vl I"4 LEWISIGN IWx) w w O � 0_' /] U xz Z � 0 3 �J Ir Za U)o o W z Z�@� 20'-6" MJ Z a PRE-ENGINEERED PLATED WOOD 2x6 BLOCKING ALTERNATING �w (/] w IN BETWEEN TRUSS GAP o 10'-3" 2x6 STUDWALL ON TOP OF TRUSSES O 2'-O" O.C. (TYP.) LOCATIONS, NAILED THROUGH > '�m PER ARCH. LOUVER L-1 SEE W Wx STLI S TREATED16" D.C.PLATE AND -+ W Tn Tn In W ( — D / EACH SIDE OF TRUSSES (TYP.) w U U U rJ ———— MECHANICAL————_————— _ DOUBLE TOP PLATE (IYP.) STUD ENDWALL W EACH STUD FULL HEIGHT GJ>> I STANDING SEAM ROOFING SYSTEM _----. _ —___—____ / PER ARCHITECT p p p r FROM SILL PLATE TO BOTTOM OF ROOF, 5/8" COX PLYWOOD O 8Qo BUILT UP TO SUPPORT OVERHANGING JOISTS SHEATHING OVER TRUSSJES ^O �y how • _ I • I SIMPSON HD2A HOLDDOWNS P U.N.O. • ` ' (TYP. 8 ATTACHED TO DOUBLE I I -------------------------� I STUDS AND EMBEDDED MIN. 6" Itll I — -- ------------00 IIIINTO FOUNDATION STEMWALL) IN www IV 6" SLAB-ON-GRADEr -- --- --- -- I I O D D I I D.C. BARS A 1\ I I NOTE 1: I 4'-6' O.C. EACH WAY I I FLOOR PENETRATIONS ARE NOT SHOWN FOR I I I a0 I I I I ELECTRICAL CONDUITS - COORDINATE WITH ELECTRICIAN a U I I I II V) I I NOTE 2: I I I I A 10"THICKENED I I FIELD VERIFY GENERATOR PLACEMENT IS DIRECTLY I (SLAB I I ABOVE THICKENED SLAB I I I I I p FLOOR PENETRATIONS I }m ED m SEE NOTE 2 I SEE PIPING PLAN I I I I I o I I TYP. OF 5 I I I DRAWN BY: TJR i-- c : Cd ---F -,-moo - � SEE NOTE 1 I I RRB A I O DESIGNED BY: ° I I I RIDGE BOARDS I I RIDGE VENT QUALITY CHECK: I BETWEEN TRUSSES I I DATE: -002 12 I I I o o I I I, I O I I JOB NO. BOS-00 FIELDBOOK E I 8" WIDE I I I I I E I 4'-6" I I o I I SLAB CONTROL STEMWALL I I JOINT (TYP.) I I A I I I I LL TOP OF SLAB 2'-0"xt'-O" DEEP I I v I EL. 19.50 FOOTING 12 I 7d I I I I I I I 12x RIM BOARD D x TOP OF STEMWALL o� I • ————————— ------—J EL.=19.83 NAILED AROUND�L) I .-----------------�� • I I I I I PERIMETER OF O w I I I i i ROOF - J I I IL L -- -- ---- - ---------- J II H LL II O L--- H O ___ ___ ___ ________ ___ ___ ___ ___J LL '^ 4" x 4'-0" x 7'-0" V CONCRETE SLAB-ON-GRADE J Z o w/ #4 BARS O 12" O.C. `! Z Q Q 7._0. Z Q 2'-3" 10'-O" 8'-3' 1-0" O H :3 Z 4'-3" A 6'-0" 10'-3" I Z m O 22._6" Q > Z GUTTER & PERSONNEL DOOR ONLY (SEE ARCH.) m FOUNDATION PLAN FRAMING PLAN 2 Q Z 0 4' 8' 0 4' 8' N N O I I I I S C A L E I I I I I W m � S C A L E 0 Q J O O O J LL NOTE: SEE ONSITE LOYAL GARDEN SUBDIVISION PLANS AND SPECIFICATIONS FOR Q Lll DETAILS ON ASPHALT, CONCRETE, CURB AND GUTTER. 0 J N CAD NO. R05002S2.DWG SHEET S2 OF 5 i `* 0 0 1 168PE=,- azo RIDGE VENT (TYP) RIDGE VENT (, T?-o z Oz- zF 3 12 10� z EXTENDED EAVE O DOORWAY U.N.O. ui u o xz (2) 2x10s DOOR HEADER Z 0� O \ ------------- (or TJ-INSULATED 53"x9}' 3 `PENET GUTTER & DOWNSPOUT "W7 DBL 2x6 STUDS FULL HEIGHT EA. SIDE J SYSTEM O W W< DOOR ONLY 1 OF LOUVER O JAMB, w/ 3rd STUD w a v10 A �z TO BOTT/HEADER (EA. SIDE) & ` 3 Zw e• 31 4TH STUD TO BOTT/SILL (EA. SIDE) TC 0-J __ _ _ _ _ _ __ o w� �� Zm --------------�I --- ------ wViuvia) W I /�/%\/\/ / / / / / / / / / / / �/ �/ --- / / / ------/ / / w w w O awz rL--------------------------1� rL------- ---------1� m L----------------------------� L-------------------- EAST ELEVATION --J RECORD DRAWINGS SOUTH ELEVATION o w APPROVED0 NAME TITLE pA N THOMAS,DEAN&HOSKINS,INC. r TD& ENGINEERING CONSULTANTS m m>_ rl 0 2 LS-BOZEM -IUUSPLU Mow- 9PONN+E WA IN QN IOMSfON IDNKI DRAWN BY: TJR DESIGNED BY: RRB QUALITY CHECK: DATE: 2107 RIDGE VENT ) RIDGE VENT JOB NO. 6054102 FIELDBOOK EXTENDED EAVE O DOORWAY—',,, 12 (2) 2009 HEADER (2) 2x10s DOOR HEADER 101 (or TJ-INSULATED 5]"x9j") (or TJ-INSULATED 5j"x9f' - 2'-0 _ EXTENDED EAVE TYP., O DOORWAY U.N.O. Z r - r ------------------------------ ----- 0 I _ m m-ytr�tt -____ ---- - Q Z �"` .__I GUTTER & DOWNSPOUT i U) 0 a= i --` `B TWO SETS OF (2) ADDITIONAL SYSTEM O _ ~ i --m---m 2x6 STUDS BEHIND EA. + DOOR ONLYLL 4" x 4'-0" x 7'-0" a e Ie _ �` TRANSFORMER & ELECTRIC PANEL ~� 3 4 5 +^a CONCRETE PAD O DOOR 3 ' i _ FOR ATTACHMENT OF = 1 1 3 J > RANSFORMER (AS REQ'D) +N 1 W ' ii ++� - SPLASHBLOCK Q J _- Q LLJ /�\/// / / / / / /// / / / ------------ r---- �---- '• �tL 2x6 STUDS FULL HEIGHT EA. SIDE OF LOUVER O JAMB, w/ 3rd STUD > cl r ---- ------1� rL____________________1� TO BOTT/HEADER (EA. SIDE) & Q Z J L------- _------ ------J L---------------------- 4TH STUD TO BOTT/SILL (EA. SIDE) m Q WEST ELEVATION NORTH ELEVATION c=n N z DBL 2x6 STUDS FULL HEIGHT EA SIDE OF DOOR O JAMB, w/ 3rd STUD Z m 0 TO BOTT/HEADER (EA. SIDE) W 0 � Q 0 J L~L D 0 CAD NO. R05002-S3.DWG SHEET S3 OF rj I 168PE J�', STANDING SEAM ROOFING SYSTEM ICE & WATER SHIELD, ETC RIDGE VENT °'',�s/ 1' 6��,�°° SEE. ARCHITECT DETAILS "0 04AL azo r l NOTE: U zg FOR WALL & ROOF SYSTEM DETAILS NOT SHOWN, H �m SEE ARCHITECTURAL DRAWINGS RIDGE VENT 3 SEE DETAIL 2 2x6 STUDWALL W/ 2x6 BLOCKING BETWEEN Z 'Z F 12 STUDS 0 16" O.C. STANDING SEAM ROOFING SYSTEM OVERHANG JOISTS �.y z =R21 BATT INSULATION ICE & WATER SHIELD, ETC O rrr� BETWEEN STUDS SEE. ARCHITECT DETAILS 5/8" CDX PLYWOOD h+M 1ID w C/] P INTERIOR FINISH, PER ARCH. 2 LAYERS OF 15LB 2x6 OVERHANG JOIST Ir 0�y SID . FELT PAPER PRE-ENGINEERED WOOD 0 W z AR TRUSS TOP CHORD 2x6 TREATED SILL PLATE (7 � V T.O. STEMWALL = 4819.83' Z SHAPED 6" SLAB W/#4 BARSABOLTS _- ® 18. 0 C-. (MIN. CENTERED IN SLABSIMPSON(OR EQUIV.)NGINEERED ) 0. WALL = HANGER CAPABLE OF4819.8 WATERPROOFING,WOOD TRUSS SYSTEM T.O. CONC = 4819.50' 300 LB UPLIFTW/TRUSSES 0 2'-0" O.C. DRIP EDGE,z RIMBOARD, FASCIA (2)-2x6 TOP PLATE Zw�� PER ARCHITECT W= SDE -I�°-'�a - `=iy 2x6 STUDWALL W/ CONTINUOUS j O U { <.- U OR SLAB-ON- 6" COMPACTED SIMPSON HI TIE STUDS FROM TOP OF CONCRETE LUX 0:w e��.�1 W m Q GRADE WHERE GRAVEL OR EQUIV. 0 EACH 1-0„ FOUNDATION WALL TO THE 0_w N w _- 4 BARS O 12" O.C. p p p o APPLICABLE 2x6 OVERHANG JOIST TYR BOTTOM OF ROOF 0 16" O.C. - w w w O <wz �! U.N.O. R-21 BATT INSULATION BETWEEN d CENTERED IN CONCRETE STUDS ~x 03. O � �O; 6" SLAB W/#4 BARS 0 18" CENTERED 5 BARS ®NICONCRETE ^ cam O.C.- CENTERED IN SLAB SIDING, PER ARCH. R-39 BATT INSULATION F.F.=4819.50 2% GRADE 6 KEY 10" PRE-ENGINEERED WOOD Ill Ill Q Q w BETWEEN TRUSSES TRUSS BOTTOM CHORD p p o (3)-#4 BARSxCONT. i 10" THICKENED SLAB 1/2" CDX PLYWOOD INTERIOR FINISH, PER ARCH. o #5 BARS 0 12" O.C. rn #4 REBARS 0 12" O.C. EACH WAY A-1 2' 2• ��Y }_,Y 2 0 UNDISTURB NATIVE SOIL } }} SEE DETAIL 1 ' ., �T� i���ji � DETAIL 2 NOTE: m m m >i�, 12 D ET/�I L FOR WALL & ROOF SYSTEM DETAILS NOT SHOWN, DRAWN BY: TWC F1 SEE ARCHITECTURAL DRAWINGS DESIGNED BY: RRB 0 2 4 DUALITY CHECK: 0 2' 12 4' I 1 1 DATE: 2107 SECTION A I I I I 1 S C A L E JOB NO. B05402 FIELDBOOK S C A L E 0 4' 1 2 8' I I I I I I I I S C A L E 12 zJ 9" PRECAST CONCRETE 10� O a 6„ SPLASHBLOCK SLOPE INVERT 1" IN 3' RECORD DRAWINGS a o SEE DETAIL )2 APPROVED I✓�-" /.roi uMfiIC�6Ee /���G U) Z CONTINUOUS PREFINISHED NAME TITLE DATE 36" 3" METAL GUTTER THOMAS,DEAN&HOSKINS,INC. LL a 14 STUDWALL BEYOND TD& ENGINEERING CONSULTANTS J N 6" SLAB-ON-GRADE T F -BOZEI.W1-KILSVELL w�sNwcra I Q Z W/#4 BARS 0 18" O.C. STEMWALL BEYOND 1°`H0 z O SPLASHBLOCK DETAIL 3 MINIMUM SLOPE ISOLATION JOINT Q 1" PER F00T T.O.CONC. = 4819.50' 2% GRA z W NO SCALE 'I DOWNSPOUT SUPPORTS AT 4'-0" MAXIMUM CENTERS (3 MINIMUM PER DOWNSPOUT) '+y11� T.O.STEMWALL = 4818.50' 0 Z V PREFINISHED METAL m Q Z DOWNSPOUTS 6" COMPACTED DOOR OPENING SLAB GRAVEL (TYP.) 4" x 4'-O" x 7'-0" (n ILI 12 w/ 04 BARS 0 18" O.C.E.W. N Z J STRAP SUPPORTS AT 10r 8" W m 36" MAXIMUM CENTERS PRECAST CONCRETE STEMWALL m SPLASHBLOCK SEE DETAIL 3 #5 BARS 0 12" O.C. W/ 2'-3" SPLICE W/ VERTICAL /aI^ O a 12 BARS IN STEMWALL _2,-3„ V 'TI— SECTION B J a NEW CONTINUOUS 1 2 W GUTTER 5„ CLIP PERIMETER FLASHING AT EACH 0 2' 4' O STRAP AS REQUIRED I I I I I MINIMUM SLOPE GUTTER DETAIL M 1" IN 3' S C A L E J NO SCALE 1 DOWNSPOUT DETAILS CAD NO. R05002 S4.DWG NO SCALE SHEET S4 OF r I i 3 168PE w= �Oh'q L <ZO 12 U aka STANDING SEAM ROOFING SYSTEM =Zo ICE & WATER SHIELD, ETC 10 01 SEE. ARCH. DETAILS 12 3 7 STANDING SEAM ROOFING SYSTEM PRE ICE & WATER SHIELD, ETC -ENGINEERED WOOD V) E~ (2) 2x10s D.F.L. HEADER 2" 5-8" 2" TRUSSES 0 2'-0" O.C. zp SEE. ARCHITECT DETAILS O DOOR (BEYOND) a m'r' 2 LAYERS OF 151b FELT PAPER U [� (or TJ-INSULATED 5}%9}" HEADER) R-38 INSULATION Ld ~ 5/8" COX PLYWOOD PRE-ENGINEERED 2x BLOCKING BETW 12 RAISED HEEL TRUSSES pU x Z WOOD TRUSS SYSTEM I TRUSS BRG LOCATIONS 10I W/TRUSSES 02'-0" O.C. I z V (BY OTHERS) I w FLUSH BOLTS 3 J INTERIOR WALLS I ON INTERIOR 1'-0" 1'-0" 'Z z w & CEILING, I C 0 �7 p i.n N PER ARCH. i� 13 TYP. EAVE 12 6 MIL PE VAPOR BARRIER Q!- SEE DETAIL e I SEE ARCH. T/WALL SEE ARCH. 'p „� W Y }" CDX PLYWOOD O 13 = I INTERIOR ASTRAGAL z EXTERIOR WALLS (TYP.) GUTTER SYSTEM 0 �= WITH FULL WEATHER STRIPPING C/� o }" CDX PLYWD 0 INTERIOR CEILINGS, PAINT pw rr w J D00 ONLY I S EY ARCH. Co a 3 H1 or H2.5 SIMPSON SEISMIC TIE (TYP. EA. TRUSS) m w Z W DBL 2x6 TOP PLATES (TYP.) rn cl)w W J SEE SECTION g O r' 2x 0 A. TRUSS END D O O C 6" SLAB-ON-GRADE 12 EXTENDED EAVE 0 DOORWAY /� INTERIOR WALLS, PER ARCH. F+I ��Ln W 4 BARS 0 18- O.C. EACH WAY - EAVE & WEATHER-PROOFING 2x6 STUDS 0 16" O.C. (TYP.) Om� CENTERED IN SLAB 4" SLAB-ON-GRADE LID F.F.=4819.50 0 DOORWAY SEE ARCH. DETAILS �N�L DOOR ELEVATION DETAIL�� SIDING, PER ARCH. w w w 1 R-21 BAIT INSULATION . VAPO NO SCALE R BARRIER <0 0 10" THICKENED SLAB }" COX PLYWOOD INFILTRATION BARRIER #4 REBARS 0 12" O.C. EACH WAY 0 2. 2, NOTE: A FOR WALL & ROOF SYSTEM DETAILS NOT SHOWN, SEE ARCHITECTURAL DRAWINGS m m m F SEE DETAIL ej 12 DRAWN BY: SECTION A DOOR & WINDOW HARDWARE, Twc DETAIL L QUALITYDESIGNE CHECK: RRB SEE ARCHITECTURAL DRAWINGS, DUALITY CHECK: � 2. 13 4, DATE: 2I07 JOB NO BOs-002 0 4' 13 8• 1 1 I F ELLDBOOK 1 I I I I I S C A L E S C A L E In Z J O INSIDE OUTSIDE RECORD DRAWINGS a o INSIDE OUTSIDE APPROVED P� 0) 0 (2) 2x10s D.F.L. HEADER NAME TITLE DA 2x6 STUDWALL W/STUDS (2)-FULL HEIGHT WOOD STUDS LL 0 16" O.C. & R-21 BATT (or TJ-INSULATED 5}"x93" HEADER) 2x6 STUDWALL W/STUDS THOMAS,DEAN&HOSKINS INC. INSULATION BETWEEN STUDS 0 16" O.C. & R-21 BATT 1/2" COX PLYWOOD, EA. SIDE INSULATION BETWEEN STUDS 1/2" COX PLYWOOD, TYP. EXT. TD8c ENGINEERING CONSULTANTS , GREAT FM -SOZENAN-KALGPELL MONT" Q Z 1 3/4" METAL DOOR SPOKA 1/2" CDX PLYWOOD 4" HARDIPLANK SIDING LEMSTOE w,�sw IDtAHm O Z Z Q O SIDING, PER ARCH. TYP., EA. SIDE INTERIOR FINISH 2x6 STUD WALL PER ARCHIECT SEALANT, PER ARCH. � � HOLLOW METAL FRAME HOLLOW METAL FRAME 1/4. AUTOMATIC DOOR BOTTOMS N O W GROUT SOLID - RATED GROUT SOLID - RATED > In WOOD STUD WALLS 2x6 HEADER SUPPORT r--------- N WOOD STUD WALLS (TYPICAL) T 6,^ � v WOOD STUD ANCHOR °< .° m Z DOOR, PER ARCH. W 0 DOOR, PER ARCH. SET THRESHOLD IN BED OF IN J CAULK TYPICAL OF EXTERIOR Z O DOORS ONLY, UNLESS NOTED W m N FSODE T SEE ARCHITECTURAL DRAWINGS E: FOR WALL SYSTEM DETAILS NOT SHOWN, m u R WALL SYSTEM DETAILS NOT SHOWN, NOTE: DOOR SILL SECTION D Z ARCHITECTURAL DRAWINGS a O NO SCALE 1 3 V B JAMB SECTION C HEAD SECTION J a NO SCALE 1 3 N NO SCALE 1 3 O J LL J E 8 e 0 CAD NO. R05002S5.DWG SHEET Sj OF ej