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HomeMy WebLinkAboutLarge FormatH N F- ' l Q . I m • 3 G Cc m _ I Q, • I u ;z—q • .. • • • �1 I a<cmcl m- r„3N - t Qac) a is!SUE cnow It cr to +� I owl Ll 1 •_ . I .. _,A3 ILA I zzk I 1 - l I c/gfG /O •Z3.97 IL 5elc1 e /. yid �_�.. �d b� *14 �w n o STATE OF �� `�F WASHINGTON 'REGISTERED LANDSCAPE ARCHITECT 0 w •s I, i ,l . Xs �—L-. Is I IL 12 " •' ' � .l7,TM .3t V , • �, i - � � �, s1„ s/ 's•• •i J~ , y� ? �. _rr ,( �? t I f �r . �� : • TM ; .y .. „�..y••• ' ill IE1; . p4—Q�—,If---��I-- �• , i ;, r r : rr ;;:_. ^.�.. , C r) L F I L D \ v '04 �' "' a .I°,. 1 't''! .,%_ -;iie _ ,• - � .. 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' h/41e.o b/x o�f,e/�a K ,19�.AWI -1414),okW 6 bfidj` ,61ck.-hinj 6w4:3(-- /o 7o/ /* / xez,( 5 C,4�0/ /7dinu,�tx a �o�i�fiCA 'Ya der-�'�k. solw�►r� `i, f.��,f�x� 2�. an�. if, arm-sli iy/o s Ova- V/z,( .f i' bcrn' / �o� •• 24 • o, c. :,f.W,S 6;0%1ax,-Vl;-rn 3 -�704v 6�Q/ cD/or podded /�tkan ��� 7UPiP MGA I�� �+ D�rri � / r1-•Np tXTp+VDGD CUfiD DY OT1 iEht) oa >04 0 ..... ;. A45PHAI.T AND 6ASD `�V DGf,ADt✓ �' cou RS G DY CrH C 5 = v J`fF TUff EPGE ADJ. TO GUN5ED Af�EAS MVDCD CUP115 DY 07"E5e> DY�aM�rr TY P PLANTER EDGE AM, TO CURBED AFZA5 NO Ex%,�E /O•Z5-'?7 GEC.! r P-0 STATE OF 'Q WASHINGTON 'REGISTERED LANDSCAPE ARCHITECT C[RTI/1CA1E NO. Z97 ! "7- 0 a \/)XT 00 \ In Q _J cf) O Ld U G O Z I Ld z 00 Li i- LLJ _ C) 0 Ld = W � z Q O cn U L.iJ CD CD •L0 U Q F U V) +� a� (Dv I_L_ z cn OO 0E �W D_ U ry �c c v vE 0 \ E N C C C _v Q) �0 O o � � ••3 3 0 �3 ckf 0_ CIL Q 0 z O W O z 0 5 10 20 SCALE 1" = 20' A PORTION OF SW 1/4, NE 1/4 SECTION 8, ` TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., ` CITY OF RENTON. KING COUNTY, WASHINGTON N o I l o U0 co 1 L0 N LO CD fN d �D t0 O ^� CC I IC14Vro -�, U7 D D 00 - V A - �\ �\ V 1 A V �V v vv I L-�.---_j/ EXIST. MH RIM EL. 146.72 t Sim win M r r• i INV EL. 142.82 8" PVC t \ \ `\ •' / J! .° VI \ i j \ \ r 1 I r 164 I 1 1 1 Iz I I } I i e 1 - d �j� v, � ' , i ` } , \ f I s` ' i/`1'^^sr� i / s..,..�,.,..,,� I r 4 1 m 1 F '` . � ...,... `.. ._,...,�_.a � \ � 1 � M.. i I e i1�'"'"' � 1 ,,;A t fl .. _ � .� 1 � .1._..,� . /, � ' f I ; •-.""'"-....a. � I i._ \ \ U # \ ! _1 Ic\ \. # 1 \ � \ \ IN1,..t"' �\ `� `\ \\ s \1 I i i a.» .W _. ",_,'., ,....._ h,r .......,..._.....1_ ..,.. .i-._ .__..,,, i (I 1��`I� � �\ � \ f�,�y 1' >,• 1 Q \ tl ,• \ \ _..___�,.�. I � ll I ^� � T I /� /fir` I 1 I \\ \ n� i.�\\ ,ltJ \ ;� � /11r� C \ 44/ TEMPOf4ARY SEDifHENT TR P I 1 I = \ t • co Y I I riA/y� I I I I ; ; I . 1: _..,...3 I II m i . • �'.i �,�,^1="i _.. _. , _ i, ,r - \ ► , _- . _,.fit R � ` ` ^ 2 *me �>• I co soft aft ftft ,�. 1 1 X �1 '.�..I»...+,...........�......t.,...,.,.......�w.........e_r�......a....,.» � f` I r \\\ ` I ._. .... I ` I I } 1 � 1 1 l cpz Ivv vv 1I SILT FENC 'Q It aayy � I ....1� -I V 1 v I 1 f i I \ ROCK CHECK .DAM \® 50' O.G. TYP. CLEARING LIMITS I A TEMPQRARY SWA E 1. ' \ I .. 1,_...�._ !}�k Y A m. .� _r 1 1 as _Y f y I t 4I - I 1 \ f I i • , I I \ i iiif I I EROSION CONTROL NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A , 9. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 24' X 50' X 8" L- - - - - - -� PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF OF 4"-6" QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF RENTON DEVELOPMENT SERVICES DIVISION, PLAN REVIEW PROJECT VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. MANAGER. , 9A. ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE IN AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND FIELD AND OBSERVED DURING CONSTRUCTION. THE WASH►NGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE 3. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES CITY OF RENTON. MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN 9B. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE COD qS WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER RFpU�R EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN ��G EO SATISFACTORILY CONDITION UNTIL SUCH TIME THAT CLEARING THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN �- DSO' ) AND/OR CONSTRUCTION IS COMPLETED AND POTENTIAL FOR ONSITE ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE 'N7N EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, STANDARD SPECIFICATIONS REFERENCED IN 1 ABOVE. REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 10. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF 10 (10) WORKING DAYS NOTICE IS 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE PRECON A THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE UTILITY ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND ENGINEERS OFFICE. TWENTY-FOUR HOUR NOTICE WILL BE REQUIRED UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE PRIOR TO STARTING NEW CONSTRUCTION. SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION 11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE R = 25' MIN. CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY 12" OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE 12. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES MIN NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, THE RECEIVING DRAINAGE SYSTEM. METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF 4"-8" QUARRY SPALLS FEES HAVE BEEN MADE TO THE CITY OF RENTON. 5. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION PROVIDE FULL WIDTH CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM 13. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY A OF INGRESS/EGRESS AREA DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CHANNELS OR RETENTION FACILITIES. CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 ROCKED CONSTRUCTION ENTRANCE HOURS IN ADVANCE OF BACKFILUNG ALL CONSTRUCTION. THE 6. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, CONTRACTOR AS WELL AS THE ENGINEERS SHALL KEEP AS -BUILT N.T.S. ALL PROJECTS DISTURBED SOIL AREAS GREATER THAN 5,000 SQUARE DRAWINGS. FEET THAT ARE TO BE LEFT UNWORKED FOR MORE THAN TWELVE (12) HOURS SHALL BE COVERED BY MULCH, SODDING OR PLASTIC 15. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOWOFF COVERING. ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 1' 2"-4" ROCK 7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND 16 ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, -� WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED COMPANY OF COLUMBUS OHIO OR EQUAL APPROVED IN WRITING BY TE FLOW WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION WATER UTILITY SECTION. CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING 17. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY MINIMUM DEPTH OF TWO INCHES. OIL MAT STREETS MAY BE SPADE TEMPORARY SWALE PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, PERMITTEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING OR GUTTERS AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING EXPANSION 6" SPECIFIED TIME PERIOD. JOINT. 8. FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE 18. A TEMPORARY - COLD MIX ASPHALT PATCH SHALL BE PLACED ON DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE, A MINIMUM OF 3 THE DAY ON INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH • it •' FEET HIGH IS REQUIRED WITH 3:1 SIDE SLOPES. TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN TEN DAYS. ' CALL FOR SUBGRADE PRIOR TO PLACEMENT OF FINAL PATCH. 2" - 4" ROCK JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 50' TENSAR GS-1 SAF FENCE OR EQUAL U , STEEL FENCE POSTS NGPE FENCE DETAIL N.T.S. z GALVANIZED WIRE NOTE: FENCE SHALL NOT BE ATTACHED TO TREES OR ANY NATIVE VEGETATION. EXIST. CB RIM El 190.79 1' MIN. DEPTH INV El 188.59 8" RCP IN N OVERFLOW SPILLWAY 138.54 8" RCP OUT S EXIST. SSMH RIM EL 190.82 MIN. 1' DEPTH INV EL 185.92 8' PVC IN N R 7,,7 ROCK 185.72 8" PVC OUT S �'"2"-4" MIN. 1' DEPTH ASHEDSGRAVEL TEMP. SEDIMENTrs TRAP OUTLET ATER MAIN V IT S OUTFLOW CHANNEL IF - CONSTRUCTED BY EXCAVATION �- 1' OVERFLOW 1' DEPTH YIN. DEPTH 2'-4 ROCK 2' SETTING DEPTH 1 RIPRAP 1.5' SEDIMENT STORAGE V DEPTH 3/4'-1 1/2' WASHED GRAVEL NOTE: MAY BE CONSTRUCTED CROSS SECTION BY EXCAVATION OR BY BULLRING NTS A BERM. TEMPORARY SEDIMENT TRAP NTS 2"X2" BY 14 GA. WIRE OR EQUIVALENT IF STANDARD STRENGTH FABRIC USED MIN. 4"X4" TRENCH I I 6' MIN I I w u POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED 2"X4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT PRIOR FLOW_ , • 12' 1' SUMP J WRITTEN APPROVAL OF THE INSPECTOR. • 19. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC ROCK CHECK DAM USED SHALL BE SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE ROCK CHECK DAM 12" NTS 80 UNDER IMPROVED AREAS. ALL CHEMICAL PROCESS LINES SHALL BE N.T.S- SCHEDULE 80 PVC PIPE. NOTE; FILTER FABRIC FENCE SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE SILT FENCE DETAIL N. T. S. NOTE STABILIZE SITE WITH MULCH AVOID CUTTING UNDERGROUND UTILITY LINES. ITS COSTLY Call before you Dig. 1-800-424-5555 UNDERGROUND SERVICE (USA) - z N BACKFILL TRENCH WITH NATIVE SOIL OR 3/4"-1.5" WASHED GRAVEL NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL; AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555 FILTER c REVISIONS NO. DATE BY 0 �o o � z��rn of N � d- NN J tp O U Z w O U � W � Q Q V I ir7 o _ o ��o N L � +' O C O .L-. ..L.. L 3 .�- �� o O Z Ors+ On C�'2.6 ` O'... � °p7cc.00.L°>��ol � N•- N � dNrO-. 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WAL.L� TO -R E.i-fit (DYE-p 1sWc '67UU WALl- ATar tE�k45n tom, (NO m-ZjMAKI tom) t � A-24 _. _ _ _ r7fp IF a- dal CO+ iIle ,act 101+t0lt - I i i :U"E- OIF GSA 5/nl �• SLY E-'° - I ! f AN 1 -4 XC H t t?i + r ' ! I - I - �f I y � 2101 4 0� 3Ut 0� U "t T- 'T"Y PT _ S ECO-N D FLOOR P L A N_- CONDITIONED ELOOR- AREAS '�T 1 l BLDG 6 FIRST AND b,ECO,--,s4u ..FLU -OR-.- P N ���r-� REASWI 5 W. DATE B 0 W CnLO o wo z CO 0 rn ,� 0 FLi N > N J �p O � � m U Z w O U Ld 0 - U o < < U = C U+L•-+ O C � C p L S O T N V V ; N vo v3 C C �.. nL.+ "' '0 F-O N T 0 7 V E ;E W E N O C O O Q U �6 �oOCc, i v D_.` U O U O.0 - d V O--c o."'L 0 �Q t C a'a �¢ o o E 116 N0 O •Z 3 in O +0+ c c0 N O•C_ O O,�'.>V.ion . w -00 0 C= CO O N •� 0 0 7 O•y�7 dC -O V m W O `•O- C L a) N m L U. - V O U L L L i'— I—.0 acn O O Q O'O i~ W JOB NO.', 97 -DRANN (-rH(.r ATE - - 2&-'-9 A i 1N6+) 1r-ALA-0 V L-: t % ° )` t t' �_.=1�,�`f�i;�1� 1Z —T� t� Kt..; r�T"_r�, � >Piv -ro r� � u� - - AA F2 LL Y � T' W 1 1 x + :R1EL\ t TYFr f i'•_.ihk —__ _ _. TT 1 ter" IS, M Um, G T-r� P I UU - N'AT 1 \ ji�TW � I I I IN f �t G 1 F4 0� — _ Ll L _ { T1�. t r 1NALtk T ; ,I. I c I r�LG ! �< I Me I, 11f-A T AIL_1,4 Nt%ATlC�'t A r 7— — — — — -- - f � �1 . suoar ��-/f�•=�. �- --_ - E ASTELEVATIONNORTH W STELEVATION SCALE I16"'= 1' "01 SCNLF I/6'I: I' -C)`I SKY LA 6 i-1 i r- r_� S f ` : - t tI- -T M t tub 1 wco p lct= F�' T om.. G t� YY / I x 2- OYtit > I # rUU - -Ff�I VA f '-A KI: hT- 1=�`TC tt titi=w "61 t✓k 6-Ft rJt I ! r� �.✓t= �/E1Ll.' r-.�- l D l �iC� ,-� -- \ � � �- i `1= ;.� �r� Gt L�� �:- YY i t.l � i!'�f S 1 �✓L.�_ 1�%f7 t T C O � � L_ �I f O P �- z�2 T _L1 I WNL-.i. - i ■ ■ ■ ■ i 1 IB�y►'��■��1�■ � ■ I �I it � tlf� ��■■���■■ it ■►, I ■ .06) r7o ov (4 t�� SO UTH ELEVATION P ■ � � r �ctTt� I�l. T'iP C GP�t_ 1 u CRSCA YO _z Y � �" -TIs> I M- _ NT- & ..� {„J L_1./C.a_ Pt�UYi 0E- -4L" i I, _ r I20 I Pill : I 'TOP OF TOP OF UXIST IG O -S?L n t# �5TEH Wn L(_ N TO t G F e,--,Tu-1 k,l %i I N r - 0070 Pl�f- I�r � _t � � - ��c t C c-�_ _ v/�` � LIP '� i -AD UK,I :1, It--VA- WOOD t = K,f`. v 1 L— T-0 b L)/*\,,t_ 4:�-k LjA z G•LA � ' W i i.! t7 OYV BLDG 5 EXTERIOR ELEVATIONS REVISIONS NO. DATE BY o_ cn r- O � Zp�i�� I ww OLon > Q N Q�M^ �wW)to co rnwOQ rnm�� ' U Z .72 U o cn N � O Q U _ V) r i u oo WzE oz x T is � i3 � N las >,c .5.0 3 :5 � 5'o� ° p O 0 A �.0 N .L.i � � .LG� ` V L- 0 f+ w- IE SAX 10 o -kv'v w o x � o H Z W JOB NO. -7Cx:7-7 DRAWN � I t CHECKED DATE `1-469-`27 SA- `I8-oo3 0 - - N ft I & I . �-• -- 1 10— 1 'In a — A — . . — - 1 -4 ( a wuNE- OF L-EYLA- EXJ��V Wa YVA.U- C--)F *Al-L f=CP-) UNIT- 15W TYPE C- wl, UFt-U� FL.COK El-F-Cn-;,'tCA1- H-A1,4- � %(91% I-l"ISM C PA IU -C-^Pi PE-T tZ-T. jA� As Wr=► ► Ads Au- ADD MoKbkl— SWWCHLS OPT- L-F-T-451 FIKT1-)KLS P-C,F. AS 5Y �O�Pstit-4-V 110Y SMOK C- LALZI C-TOPL) NTL-Rclot-t =-T /Slul-1 YEW -OCA� PA I 11-4) --E-Crt N--'-' A FEMSIONS NO. DATE BY 0 Ali 0 Ld 0 Lo 00 LLI Ln > C-4 < r") Lo Lj Ln Lo -q- > C14 LLJ — -i (o M_Jox LLJ C,4 z 0 r LLI N Q 0 c) 0 o C _,a 0 u li Q) 00 Q 0 E 0 — 0,2, r- 0 CL dL 0 4) w (D -0 =CD z S�i ;tl- -LD CL 4) O. 0 can w -a c -.c a 0— E c -x-- 0 o -E E �: �� - 0 P 0 q) 2 c 3r w 0 C', a) -0 .� E 16 -o ap 15-0.20 3-- , o D 0 (D 0 L ON 0 1-- (10) 0 O P --Z a 0 JOB NO.. qmo;r I DRAM '. jr aec*:E6: AT6 A 25, SA-98-QQ3 I 11 �/ N r �1(91 0 '��CE'S1`'t.htt� EMI `i`Y�t MIGPNO-LAM Fr;:h PLAR A0D 2x GP`►1i>PLE --- -�- -ter', �c..�a►.t. t DITAl e [cY t sTcUGk 2x 4-- m i=Ttt" -[-r1Qv or- t`IE.Y�l 6� �I TI t tC-K P� -?SJ -i�sletty_ ___ t L'SC.?L ATCO t4 X;:cTs-n-NIn fVo F FFu4l-t tPl6v -�ctS`R�LCa� 2X4 K rKS C 2_-"0.c., anrt:zx -_ -n Es Al- `7-' ► 4 Aeov�= r t- „ I 1 t-)C H foJ[- E�l`F=iG Tr-> �=i✓it N _p(v�-n wG 2//,�' �- , TD .MLJA 4 R, LjxF kill N Ez-W ,TmUS:� _TAt LS . AS i �4E�i[-t�t`�i %i l CXaE Ll t�iir - ROOF FR,AMiNG NOTES: 1. ROOF TRUSSES TO BE DESIGNED BY A PROFESSIONAL ENGINEER REGISTERED N THE STATE OF WASHINGTON. 2. TRUSS, DESIGN DATA SHALL BE SURNMED FOR OFFICIAL REVIEW. RFC -LOVE. E CISn1_16t ROOF F AM % !--F MM" To 3. TRUSSES SHALL BEAR THE MANUFACTURER'S STAMP. 4. ADDITIONAL ROOF FRAMING LUMBER SHALL BE NO HEM/FIR OR BTR. 5. PROVIDE FULL BEARING STUDS AT EACH GIRDER'iRUb 0 F FRAMING P L A N PCX?F ____ . __ _._ - _ _ _. 6. PROVIDE 15# FELT UNDER VALLEY FLASHING. + _ �CAL�. -t. L Ott � I � D E� El r uy 7. ' PROVIDE ROOF VENMATION PER UBC SEC. ,1 Wit- C7F Nt E=>✓r� MAW STPk)GTU FAL_ - f I FUV1 DE = + st D Em. FER t�� ► F nMs � ; , t � . E x I Y Llu F O r Ex 1ST I f1 I J o -- - ----- Aw I wX 7 %, O MICI O -LAH W I=A St bfw.. o� w5r'U 041 Ft='5 IDGETNL.K, , t, TEi KU 13CXJ' WE rH M 17SL I_Vt� _ _Q k- . 1- O " )C 5 ofog ► B-AS E-M E P T N L A N AT Qt�. V tXt _Tf�UYY�? T`rpC� 1 A BLDG 6 ROOF& 13ASEMENT/FOUNDATI,ON, �". LAN SGAL_F_ I/-+" _ I' -Of f � `V� t TD I� t 1 L� ATl O K LS sU M..j Sr r T _ Y To fiC,.i- i i_= 1 c_r M i t. , RE1/ISIONS NO. DATE BY 0 W U)Lr) 0 w0 M z ocr)0 rn I w 0 ,n Q<�� _ Ui 04D Jt0 bi -i `rnmOtai U Z w O P ry U w O ~ V N .J v O Q U = V) o Q3 �S N S o v O'U O C T N U o ca•c .cam 0 O v. IN- O T C OZ O c O E U Ld c v O O O ava.�i� ac�� v v ys o v a> 2 = ��aid` ooE o o.�U coo Z o 3.3in v 0 O p fn LY y ++ L y y-...- pi rt, p e -0.8- O p- C U tll 0 m a y N N L U N ,+% y +•+ L U p 0 4) U) L V d dU) �O O O F- Q b " ' z H ul�r,�cED ors DATE cl -?.. -W A 2yll�, SA-9 8 - 003 _. _ I_ 1_ 1 _ _ _ �._ �1-__ _ _;._. _. _ r�Ec�bL�CISTti`trA CStG'E: 'to Ct7 /�DI'`1-� hIY[ GO�IEtj,LD [�J+.t1T rt'Pt G f l * -£'1 _EhG%-E _ ' '?- �W C_ p f3CTtc�1.I L3�4PSRlER FF� TYPE A 11TIIT hS 1 il7iC T 1=t7. PQR�_. t r?-t7 5-to10 +-�'vC+-� !` I l t qAll tit d 8� Y t l0- l Zia 0 ,ATt-0 =i lQ P IG-r 40 1� IGT 10 F'IG �- 0 2 P CT SLDR 204 PL — I r tr} M BEDROOM � DCaA 3 0. =61DIC Pi G T 1 —�}, GhRPL-_ T"►T k i _ 74 S . .k r Cat�7 tit7t'`� -' ` PH T I(D I tSC(E.11� 2 i=Looh JGT AT E .0 i G cm Q 2.X0 # 2 H.F PICT zClo PIC ,— tiAk �_� L I G Z040 P IGT" = 2 10 ��---il�`�Ir�xi � ►S'tGi*S.Ea l I -� � .C• - .�D(pk0 S{,tp � � 3�` 1 - ' �-mEC.L_P,t7 7C8.H I Pi ` ' 0 0 f II t'/t" -1 � L� _ I I �a.�a �v L1. C�LB NDR i l_Z�I Q fiat► ` 1=1m .Cd W/�4 S SLY (�' I I I - ,'s V20 2 �- I I Ifz'I �.I 1411 I Ai Ll �- DF— 3 i N G ' �' -FAN. TO �FM � AT H -' V - 7- I = 40 Y i i ' � 'YET G - 1, tow PORC —9 . IL 20 PER C*& Fil �r N_ TR _.r ,All Zn ffi �4 JY/— t. 1 R/y°c) s 3k/ Itct0 tCaL _ wxof 1_.tt t=., ( _Cvf� PEN 0� � �u� Ct 5 , -� a - i I I — — DINING RVT pOOK -VIICYL_ r o=f�T FN _ _ o LA 'eiOYF_ a Oj� Fvow�. i r -Ln -gyp 3- z 1-t _? saw aYEo /J .N_G - i�� I(� i ; � R �.�►:sir 'r �.c1�:sr�rtr�.�..'- v� a -tip AZ � ,� \ t s r� p.-t-- Tt-t t� LIKir 0" Ur - � � Y � � w I a � �.� t � 1 F R � _ - + t � , i • . Qt I� _Yl itr.:. llP aPvo%O E_... �CL5TIN.Cq WOOD r� tea �� Tz:;�K[TCHL lt�it�Q�n[s: lest / • SDbIO CxG - 5 Si .� TYP1 At_ A �C 14 UXA�4Tt� Sr sZ M5 _t_AR D t .� fTW Yt 0 E, NLE-W IT -- .. I 2 _. r IF; Lk�V- YV/ t~t= 1 �nlH Sf Yv :mot 7 I� i r NRAGE. _L_EG,ENq WALL E t�`c tWA ltv^�1.."Z�. TO PV..l-l. SH-T' A- (t IF_C Fi� utJ. tT` � I Lptl2.k -- _ _ +� t...� .— _ — _. � :�TYFI✓_ �. �I R ST r= t_CX� FZ, _a:LZ.C.��?, t GAL. PLAt - I� ; '°� Fyy//(/•�\ _ J::KA z N A WALL D TO EE J t i EMOVELV -! i�T RRU O R �■ /�.) _ • ( y[� � � � 1 i . � • _ � , �: ...+010 �"Ic't' � P� � j ;:.LD t�t''`t. � • � STl to i � Ft �-QN ti1T� I [E` Y �lYt"lL.l._'cam g __ Cil I IDLE C K I WI3Rl� �R PU'-�� MTi�iLS.. OCA AT r INKS OF LTV � � RE -A. WALL_-`_; ADD E� STD � ii k )ram-r�,T"La�•lC�e �1l/�t..1_� I t c 1_ t C2-_Cif .i� TD T-?-� ( I 1 iTf=GT F-on _ Coy_. RE_:r lV I O i i tX�RA i�1 /+c �. L. - I7U� OV. F t a pc�rT 1 i x i -SAD d�rtv�c.— t�br 'PRoVtDp_ Z>VQDP c1-IL-W-T -"4T 51-tAP�T� ^Refs Al2X + GLl� J 24II o.c. \ip.E.. F/Z' I CrYP SOf--r- l -r SD AT AKA D ^P.SA Di s , C0NDIT10NED I FLOOR ARE Ag t A tart S F 1 I oil L_ - 0F. 1 � 4 It I .. Q ✓+ I �+ _ t _i � I lht1T': i � Si~r f�tEl irt' _S,f ✓ 15 d TVTAL— O O 12_Q. _ -` ,q.1 1 t3 2. . TG7 T-�. L ..:C.(ii�t t? I T1Za i*;t E t . R"SION5 NO. DATE BY 0 w U)0 O wo Z 0 Q3� _ U� O N > w ,— J (p 0) � Z w O �- Iy' U O �- N U _I J O Q Q U = t1: S� V d� = O L O U w T N U •w O 0 O d O d.` U d N U O .0 V 0 N N N 4 0 cv �•c 3 `Qv-a�i N L U O N O yL' v •y U 0 O• ¢ L 0 y ++ 0Cw 7 v 0 o c ES rnx v , ZN _N O C7 C O N.O N 3 v D p 0 •� O l d C--0-6O O1 O -0 w y v p O-0tN � U N m �. - 0oo �Qo I JOB NO.. 760-7 DRAM 1. G1ffGKED° Ar.5 DATE ° == � w . � � co ' / | £- Fk)LL^ -3p x L1105 TYPICAL, EMSkhS NO. DAlE BY LLJ Lo to LLJ Li co E A 23 7 IV n*yl4D S I P NI-T -j/,Zq HOC D -51t;,146ir lC-Af3-^lK D FV,%A ub INT. CIC-11LAUCIA 4AL-� STOP F --r-� 1 RYT K C-T"or- EAS-T ELEVATION TYPICAL CTADL� 61101 NCT (MU -4�� ovm aAyj L,)VP-R, rV4-xa? G tit T,�5DU- kJf;ZAP 'lotai - 0 --F^-Z;JCA 15 [?tz-:r-ki L 1 � / VVI tl.C2,0- PlY)4V 5VNCr yx 1 C, rl-D RZ R- ^ K r-, OVER 50-A6 alopse, ­ 0 EMRWWRI 10-A-mm R i 1�lmll I -MOU4,jr --,5cyL.Ac-lf4T-5 G" 4 1 P. fit• siP INCH 17 OyER 15LZXA 1 4 , -FLIPTF, I - - ,-q I ■ w +r lam wm=- 0 NR T H* ELEVA Tl 0 N VINYL Pl?,AHF:D DLAL- CTLZO. CL�A%G6 -50 WINDOWA S (MX' U= 0,!54� 7-YP-WAl- 2, OMRO4131-e- aI-AZINLT To H^VF- Sr4l W.Zj.*$ OVr,-K �P�,lr Z >(- H AFT-, r.>) 5�r,,A 9-' 1<-YLIC=t HT- 112- 11 rvo- Fw,!�oDlw-T CyEe� C%IX-lk I tip- 0 DK ,QTr--F> -Top Dv- -F- p fA WAL.l- W/4-KADE WEST REVATION _in>CAL-F- I lelk, if I Lo 0 MORN `POUT ISMIW-T TYPI,-,,Ai- RD Tod Pl CT UK f, A � 1. a REV151 ON5 NO. DATE 13Y U) 0 0 L.jo z co 0) rn W Lo >C,4 �, < Ned0 rn�0 x LLJ C,4 M C) z 0 ry c) I---.— I 0 V) N 10 0 < < o 00 >I.t4 CL) (i O a 16 F— 0 E I E 0-0- 0 0 ID C) 0—C, 00 E 3:�g a 0 0 0 af 0 w j ca 0 0 W:t-- iE s �s I o o C Ono 0 L-0 JOB NO. 97007 GHECKEP A� DATE A 14 m 3 - 18� gCl �i_5, I01 v11 �' 4-0 P,D TOI- PIGT 40FICT 4040 _LDS a I'-+) u N IT TY FL_ I C- G 19-�5It LA,= 74 I-gCI �� E311 � 181_ gR 7-0K 'Ao'l Io�Ull 1�8� 7_0a loll �G�+I, I Ise S li s I �1-It L C 18 (V 81-or 1 o� ` S� �►t `710Cl I IO�oa 1 jjI 4 D F I I <l i -fib FAD Tbf PI LT ..0 COOP 5j7Gc> cn//�i - hoov awLY OCT i � ''� i rr j � P IGT -�,GC 2n.4. )" RtC-T" i 40 r�� C�i20 P 4� Iz D Tt; r Pic, G ` ( nGT � O SLLIz, ' - -- 14 I N �t -- � /) it ! 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Weight: 7 psf Fire Test: UL R1319-4, 6, 6-17-52 UL R2717-39, 1-20-66 UL R3501-52, 3-15-66 Design U305 ULC Design W301 Sound Test: OR 64-8. 2-4-64 Il�g'' Iolol 1 18 1 0 it U m it T,�pj= i G` I >� 811 = ,- ,i55►I 18I-8� j r7 I b II t tl i1 _ f o Q to -a 18 Ir _ - _ _ _ I� 7!d� kit I It 1, ( II I Ot--I, It I 9 1 II 1 If 1 II (- II I 1 11 I It I I I It _1 11 ►I 1 u I �,11 5 O 1 V I Cp I 5-0 1 qJ p -© 1 0 I S O <IF 1 8-0 I 1 CO t�-D I � I 1 l .... Le I PAT I 0 _ _ 10 PICT - ('� i .1-010 IiCI Cr \ —_ 10 f ICT _ . 10 PIC.T t 11C7 PAT ( _ MT tt ! f�'i c. , t to- Cz Pick '/ 40 (Ci o I c� �1 ��r — - - _1 r-� �T_4O t O P I C.T 2D 10 t� IL t J > _ 1-. ��- _ _ - `7«i Lam' `t OCP t O � Ci' - . 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DAIS BY 0 V)LO o z 0) 00) 06 N LO N�s1-N xxQQ ��o 00 m vli Z O F V) O Z J U O Q V t W U O H cz Z 13 r � $co C3 v� Elm 79 Q •' af b o'$� t $ Z — ` O � a WB No. -170o '7 DRAM rm H G 0iEGKI3?_ ATS DATE A 11 SA-�g-co3 00 I I` r U r N _J O L►J S OZ = Lid j n i LLJ 00 S Li cn Ld _ 0 U Ld n = Lw z JQ Z CJ-) C) V) w 0- U LI_.1 Z 'o N +% 0 v v o L� z y �._ OO 3Q w a Ufy 0- `-, c: v � o a E \ Q1N c_ �) c 0) c 0) v O N II s •3 3 3 •• a a Q m w i W x m 3 0 r U i H z O W O z SANITARY SEWER NOTES AND SPECIFICATIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL. BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277- 6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND THE CITY OF RENTON STANDARD SPECIFICATIONS. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THEM MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95% OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 12, OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATUNE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL A14D COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 13. DATUM SHALL BE CITY OF RENTON U.S.C. AND G.S. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GARDE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM 3034, SDR 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 'NCHES AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. AVOID CUTTING UNDERGROUND UTILITY LINES. IT'S COSTLY Call before you Dj g. 1-800-424-5555 UNDERGROUND SERVICE (USA) r�KUPR >RAsxr�O 0 11332 131'F 1�! "TONAL Fixp>7s a/36/ae NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL; AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR U11UTIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555 A PORTION OF SW 1/4, NE 1/4 SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., CITY OF RENTON. KING COUNTY, WASHINGTON 0 0� 1 cD O 00 iv � `�° � N O � ± EXISTING MH ± Q IN`✓=162.11 (VERIFY) EXIST. MH ` RIM EL. 146.72 INV EL. 142.82 8" PVC , \1 \�� 1 i � y1 0 a 10 20 SCALE 1" = 20' T l i 6" SEWER SEkVICE TIP. C, gp ® ---- -- - 0 1 88�8" PVC A 8.989, SSMH#1 CONSTRUCT R EXIST, S89-51'00-151 SCREENED DUMPSTERS -ri 1 I & RECYCLE BINS ao + 0 SSMH #3 STA 1+94 6' LT v1 RIM=164.40 V) INV=154.10 (IN) a INV-154.00 (OUT) - w SSMH #4 STA 0+90, 9' RT Uj ' V) � X RIM=179.80 Uj INV=170.16 (6" IN) _ Q INV=170.00 (8" OUT) i I i 'b+W 5' LT 160.20 150.10 'IN) 150.00 ;OUT) DATUA! ELEV 135.00 0+00 1 +00 SANITARY SEWER PROFILE 1"=20' HORZ. 1 "=5' VERT. r- I EXISTING GROUND 3, 54% i I i I 62N8" PVC, I O +--- -- - SS ST INV I A. +68 5 LT RIM= 60.20 INV= 50.10 (IN) INV= 50.00 (OUT) j iD H #1 3 1 +94 6' LT =164.40 =154.10 IN) =154.00 OUT) DATUM ELEV 145.00 n D 0+00 SANITARY SEWER PROFILE (SOUTH) 1 "=20' HORZ. 1 "=5' VERT. EXISTING l ftSIDENCE NCO 113M I _1 RB/C ELEV=181.26 EXISTINj R I L_ 2+00 5' CONC. SIDEWALK _--CONC. CURB & C. PROVIDE IMPROVEMI PER CITY & STANDA 18, RIM EL 190.79 INV EL 188.59 8" RCP !N N 188.54 8" RCP OUT S / O / EXIST. SSMH RIM EL 190.82 INV EL 18N N 5.92 8" PVC TOUT S 0 30 l 30• -NEW J POWER POLE / EXISTING POWER __-EXIST. 12" C.I. WATER MAW POLE TO BE REMOVED 0 00 PAVERS AT/ PEDESTRIAN WALK RIM EL 186.88 INV EL 185.28 8" RCP IN N 194.98 12" RCP OUT S 1 +00 SANITARY SEWER PROFILE (ACCESS ROAD 1 "=20' HORZ. 1 "=5' VERT. -DEPRESSED a DRIVEWAY w APPROACH 1^ 0 z _ o In w ,z U 180 170 itfi; DATUA! ELEV 150.00 0+00 U C-Z Ol.t',BB : co "11 -3c 0���, 6b 8 G U� a a w a CD co 00 t` _ ' CD �- U) Q D _l M 0 z W 0 = W W '-2 >Z � Q 00 z �w Q �- L.LJ 0 wn z = W Q QZ C7 o z Uf 0 W 0 dr a� v C) �v Q .2 . L-Li :5w a EL Ury U,� v c E = N N 11111� TH Si. NE 28TH ST 4 2 TM S fF W z Z z �Q� % ` NE 20TH .144 NE DR ppRK �Jp NE SITE VICINITY MAP LEGAL DESCRIPTION THE NORTH 50 FEET OF LOT 3 AND ALL OF LOT 4 OF HARRIES GARDEN TRACTS,.AS PER PLAT RECORDED IN VOLUME 34 OF PLATS, PAGE 38, RECORDS OF KING COUNTY, WASHINGTON. SHEET. INDEX C1 - GRADING/DRAINAGE & PROFILES PLAN C2 -SANITARY SEWER/PROFILES PLAN C3 - WATER/PROFILES PLAN C4 - DETAILS C5 - EROSION CONTROL PLAN C6- SUNSET BLVD IMPROVEMENT ENGINEER BAIMA & HOMBERG, INC 100 FRONT STREET SOUTH ISSAQUAH, WASHINGTON 98027-3817 (206)392-0250 OWNER NEW CONCEPT DEVEOPMENT CO. 14670 NE 8TH ST. SUITE 115 KIRKLAND WA. 98031 (425) 747-6310 SURVEYOR JIM HART & ASSOCIATES 11605 NE 116 TH ST BELLEVUE, WA. 98007 (425) 822-4171 VERTICAL DATUM CITY OF RENTON CATCH BASINS CB#1 TYPE II-54" CB#4 TYPE II-4-8- STA 0+00 5' LT STA 2+08.04 0' LT W/RESTRICTOR RIM=162.50 SEE SHT C4 FOR DETAIL INV=152.00 RIM=162.60 INV=150.00 CB#5 TYPE I O.F.=160.00 STA 1+31 0' LT RIM=173.00 CB#2 TYPE II-54" INV=170.00 STA 0+65 5' LT RIM=165.10 CB#6 TYPE I INV=150.00 STA 0+00 79' LT W/SOID LOCKING LID CB#3 TYPE I RIM=148.70 STA 0+70 0' LT INV=145.70 RIM=160.00 INV=157.00 AVOID CUTTING UNDERGROUND UPL'' UTILITY LINES. ITS COSTLY CJx ���� of A��r�� Call � before you 4 Z Dig. V) �15 ^1� � "ZONAL 1-800-424-5555 UNDERGROUND SERVICE (USA) l 11/30/98 O z NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL; AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR LITILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555 150 DATUM ELEV 145.00 In co 0+00 A PORTION OF SW 1/4, NE 1/4 SECTION 8, ` TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. ` CITY OF RENTON. KING COUNTY, WASHINGTON 1 � Iw o� g100 ------, N ID � �� c0 O N ° � 0 + o EXISTING MH " � Q I EXISTING cc '00 �� INV=162.11 (VERIFY) SIDENCE m �� EXIST. MHv N89'54' 0"E ` �, 319.42' RIM EL. 146.72 INV EL. 142.82 8" PVC \ SCREEN€D o CONC. PATIOS DUMPSTEIRS ��� RECYCLE, E, BINS 1 �� -� ------_--'--- -- C #2 - - - - -- - - - - - - L-------- ---- 1 \ V \ , DETIENTION PIP A VENT BL&DM,0O �r ; / 10' LEVEL SPREADER -SEE DETAIL 1 \� 57'� 4" MP W/2'F 36" CMP END 7C ` 8C 9C ` 106 1 8�DN10 f EXISTING / �� 1 i �� / � S'�CTIO�JS AST EAC'i END �, \ � � � jjC ;RESIDENCE "GF=16,6.0 ` GF=)6,7.0 GF=169.0 GF=171.00 GF=173.0 i t2C GF=178. m TO REMAIN / '30 3' 1 BlJ mcp *1 164 �� GF-j180.0 I REMODEL TO UNIT # 17 / REMOVE tXIS NG �I 1 / QF=16�4.0 ` � � (1) CARGAR GE EMOVE GRAVEL �.-� I� GF= j DRIVE LOW` PREADER CF=162.0 �� ",7111 �� 182.73evELEV=146.d\ ��ADD NEW,12' SHT\4 FOR DETAIL > X 20'SEA. 110' BIOSWALE ® 0.1%BS6L 2�IAU GARAGE 6S.9Y 67.6372M RIP -RAP 76.39 INV=145.66 I �\'78•�12^ / 7'-12" ® 0.50% B 79'^ 12" ® 5.4�49 ` 2+ 23.07% B 7e.13 CB#1 2+08. INV=145.66 o I_ 1*0 81.73 \ H RIP -RAP \ OF=162.0 MAIL' STATIO t .7 f 97•72 (e.37 t �� �r 4D r• t \ �� I \ ,� BlJLD1�ICi •2 o GF=160.0 i ®� MAIL STATII (d V � FIRST', FLOOR t� `N �� 1 CONC' DRIVES WALK REMOVE EXISTING 2 ADD / 3.h 4 3.1 DECKS STAIR,TREES & LANDINGS, . , GARAGE X I A� GF=1169.0 GF 171.0 G�173.0 � GF=1 ,�5.0 EXISTING RESIDENCE NEW CON PAVERS I G�158.0 i' 130 1�C 15C, 16C1 REMOVE TO REMAIN 2 0, PEDESTRI WALK 1 \, REMODEL TO . •� \ \ I EXISTING I WIT' L 4e I I ---- EXISTING GROUNC i ROAD PROFILE DSO UTH� 1 "=20' HORZ. 1 "=5' VERT. 10' LEVEL SPREADER -SEE DETAIL ® _ - O ' c8#3 CB#3 TYPE I STA. 0+70 C RIM=160.00 INV=157.00 i �� EXISTING TR E S89.51'00t,, o SCREENED DUOSTERS j & RECYCLE BINS Frn 1 r I { i ROAD PROFILE J NORTHi 1 "=20' HORZ. 1"=5' VERT. 1 PP 5' CONC. SIDEWALK / CONC. CURB & GUTTER I I I l �� aw / 0 30. �. 30, 44 NEW POWER POLE \�. EXISTING POWER POLE TO BE REMOVED l _ 0 00 C AT / AN i/ 1 +00 ROAD PROFILE (ACCESS ROAD) 1"=20' HORZ. 1"=5' VERT. PROVIDE STREET IMPROVEMENTS PER CITY REQUIRE NTS & STANDARDS 0 5 10 20 SCALE 1" = 20' RIM EL 190.79 INV EL 18&59 8" RCP IN N 188.54 8" RCP OUT S EXIST. SSMH RIM EL 190.82 INV EL 185.92 8" PVC IN N 185.72 8" PVC OUT S ATEP MAIN V) W 0 z 0 J m F- W N z O t/f O O + O 180 170 160 DATUM! 1sLEV 150.00 0+00 --7T. ..t. R ,:.. f.. , .. .. a. - c S T , i.' a r . z. a - tr y s �'t a SC- 1. 5 :t w F y rr 14A jSt Wn e(. , fig• ! n .. .. , C T CD WATER UTILITY -GENERAL NOTES ALLWORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS 00 r AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT - �}- U AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND T_ s- SPECIFICATIONS, AS APPROVED BY THE CITY OF RENTON. A SET OF �j- APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING ^ CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM WEEKDAYS UNLESS OTHERWISE I APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277- v 6222 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. J O 3. ALL LOCATIONS OF EXISTING U11LITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY (n LiJ U THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE CALL 48 HOURS LOCATORS 1- 8 O z 800-424-5555. = bi 4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE o Z :-: CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, Z CLTHICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING Z 0 0 SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH ON OR MECHANICAL JOINT BEDDING TO BE CLASS C. ALL J W -J DUCTILE IRON PIPE INSTALLED SHALL BE POLYETHYLENE WRAPPED PER ° ° 'o Z° �- ANSI/AWWA C105-77 STANDARDS. L d SCALE 1 " = 20' T Q 5. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT CD LINED, PRESSURE RATED AS NOTED ON PLANS AND IN ACCORDANCE �-- f- WITH ANSI/AWWA C110/A21.10.82. CEMENT LINING SHALL BE IN LiJ a Q ACCORDANCE WITH ANSI/AWWA C104/A21.4-85. IF FITTINGS ARE 3 = w INCHES TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI/AWWA -1 Z Q C110/A21.10-82 OR ANSI/AWWA C153/A21.53-84. 3 INCH TO 12 0 INCH DIAMETER WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED 0 JOINTS SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.82 OR A COMBINA11ON OF ANSI/AWWA C110/A21.10.82 AND ANSI/AWWA -:�: C153/A21.53-84 SUCH THAT THE PORTION OF THE FITTING WITH A ap-_ MECHANICAL JOINT(S) MAY BE IN ACCORDANCE WITH ANSI/AWWA rn U LIJ C153/A21.53-84 AND THAT PORTION OF THE FITTING WITH THE cr FLANGED JOINT(S) SHALL BE N ANCE WITH ANSI/AWWA w C110/A21 10-82. ACCEPTANCETESTINGDIN ACCORDANCE TM SECTION 53.53 OF ANSI/AWWA C153/A21.53-84 OR WITH SECTION 10-4.3 OF ANSI/AWWA C110/A21.10.82 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 6. GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON N BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0-RING STUFFING BOX. VALVES SHALL BE DESIGNED FOR a 0 A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES o SHALL BE CLOW LIST 14, MUELLER COMPANY NO A2380 OR M & H. o ; ALL VALVES 12" IN DIAMETER AND LARGER, SHALL BE INSTALLED IN Z A VAULT. SE WATER STANDARD DETAIL FOR 12" GATE VALVE L . ASSEMBLY VAULT AND 1" BYPASS INSTALLATION. 00 o 3 Q 7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE v PRESSURE) CONFORMING TO AWWA C-504-80 WITH A 6 INCH INLET co _ }- z �w AND M.V.O. OF 5 INCHES, TWO 2-1/2 INCH HOSE NOZZLES WITH f- W ci NATIONAL STANDARD 7 INCH, 60 DEGREES V THREADS, O.D. THREAD Q_ U 4.875 AND ROOT DIAMETER 4.6263, 1-3/4 INCH PENTAGON C o OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). i 8. ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A aE MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE . ALL WATER n MAIN 12 INCHES AND LARGER SHALL BE A MINIMUM OF 48 INCHES �_ N BELOW FINISH GARDE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR, Cv 9. ALL WATER MAINS SIX (6) INCHES IN DIAMETER AND LARGER d SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO "POLY DISINFECTION. THE PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU FT. DENSITY FOAM a WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 9a. ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. y 9b. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE wll SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE +� SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED IN 1 ABOVE. 10. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF 10 (TEN) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE PRECON A PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE UTILITY ENGINEER'S OFFICE. TWENTY-FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 3 3 3 11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 12. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, d METER APPUCATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF Q FEES HAVE BEEN MADE OT THE CITY OF RENTON. m 13. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY w THE CITY OF RENTON, EXCEPT WET TAPS WHICH MAY BE MADE BY Q APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE WATER UTILITY SECTION. ALL NECESSARY EXCAVATION AND x MATERIALS TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. m 14. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR AS WELL AS THE ENGINEERS SHALL KEEP AS -BUILT DRAWING. 15. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 16. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO OR EQUAL APPROVED IN WRITING BY THE WATER UTILITY SECTION. Z O 17. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 18. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN TEN DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT PRIOR WRITTEN APPROVAL OF THE INSPECTOR. v t 19. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC - PIPE USED SHALL BE SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 UNDER IMPROVED AREAS. ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. O Z EXIST. MH \ ` RIM EL. 146.72 \ INV EL, 142,82 8" PVC , \ 1, 1 , � STA 0+57.48, 6' RT 1 - 8"X8" VERTCAL CROSS MJXFL 1 - 8" BLIND FLANG W/2" TAP & 2" PLUG (ON TOP) 1 - 8" BLIND FLANG (ON BOTTOM) 1 - 8" PLUG (MJ) W/2" TAP & PERMANENT 2" BLOWOFF PER COR STD. PLAN B105 A PORTION OF SW 1/4, NE 1/4 SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., CITY OF RENTON. KING COUNTY, WASHINGTON 1- 1" AIR & VACUUM RELEASE VALVE ASSEMBLY J - o; PER COR STD. PLAN BR.50 0 O o r � 4 �� o +�� f N EXISTING MH D rn ± Q I EXISTING L �°D 40 ` cD `D INV=162.11 (VERIFY) fSIDENCE I \I v N89'51' "E ` 319.42' \ �\ SCREE o + to CONC. PATIOS 1 ; \ DUMPSTTERS RECYCLE, BINS iO r, 7C ec 9: BULDING T�8" 22' END MJxFLGD � �VC ��. I i EXISTING RESIDENCE � / ` \ W/THRUSI BLOCKING FIRE kI I 1 8�, 45- B D MJxMJ 1?C TO REMAIN � 1 HYDRANT 1-8"X'6" TEE 1< ASSEMBLY XMJ \ /T� RUST I LOCKING � REMODEL TO UNIT / 16 1-6" GATE VALVE � FL X MJ � # 17 ' / 1-6" O,1. PIPE, 15�t 'REMOVE XIS NG -REMOVE� � W/THRUST BL KING �I K1) CAR EGA GE GRAVEL (SEE DES IL . ;� ' DRIVE cv V` 1-8"`,x8"x8 \ TEE 1oWxFLGDxMJ �, �� �' ADD NEW / o V� THRUST BLQCKING�\ I I I I GARAGE 1 BSBL R 1 1 - �' I I / 1 77'-8" 106 / o+ +08. 4 E /1' o N 1 t A+0 / c MAILI STATION F I I I c,� 1 BULDING MAIL STATI FIRST` FLOOR CONIC; DRIVES WALK$, STAIR �. REMOVE EXISTING \ TREES \, ADD NEW 12' X 20' GARAGE / P>p 5' CONC. SIDEWALK �- -CONC. CURB & GU1 1 l8' � �► X i0 2 30 M 30, NEW CID POWER POLE EXISTING POWER POLE TO BE REMOVED DECK & LANDINGS, TYP. , 1 x 3/4ii WATER SERVICE TYP. 1-8" 1 BE D MJpcMJ I W/TH� UST BLOCKING I EXIST]NG RESIDENCE NEW CONC PAVERS AT45' CIO. 14C 15c� 160I TO REMAIN 20' REMODEL TO PEDESTRIAN WALK A eu#4 i.D�t!1Ci • �� EX STING CARPORT' UNIT is J /DECK ' - - - - 0 = 02*53'12" o' - R = 985.37' T = 24.83' EXISTING TREES TO REMAIN t \ S89.51'0 233.25' ,STA 0+%.4V6' RT SCREENED DUM�STERS o h- 8X8RTCAL CROS$ MJXFL (� - & RECYCLE BINS 6 I 1 1 - 8" BLIND,FLANG W/2" fAP & 2" PLUG (ON STOP) (- TBM ~ 1 - 8" BLIND rL.ANG (ON BOTTOM) - RB/C 8" PLUG (MJ) W/2" TAP & PERMANENT 2" BLOWOFF ELEV=181.26 PER COR STD. PLAN B105 EXISTING I 1- 1" AIR & VACUUM RELEASE VALVE ASSEMBLY RESIDENCE PER COR STD. PLAN BR.50 L-------J i S 12" GATE VALVE(MJ) TA 168+27, 6't RT WITH 2" BY PASS PER CITY STANDARD DETAIL BR-47 10' SEPARATION /EXISTING HYDRANT ASSEMBLY EXIST 8" G.V. XIST 8" W x Ate. NEW: 8" X 12-INCREASER(MJ X PE) 12" X 12" TEE(MJ) 8" - 90 BEND (MJ)/BLOCKING 12 - PLUG (MJ) 8" - PLUG (MJ) WITH 2" TAP X 2" TEMPORARY CONIC. BLOCKS BLOW -OF ASSEMBLY AND BLOCKING TESTING DETAIL N.T.S. STA 168+27, 6't RT AFTER ALL TESTING, -POLY -PIGGING- do DISINFECTION REMOVE TEMPORARY PLUG do BLOW -OFF, BLOCKING do CONNECT TO EXISTING 8" TEE WITH W SLEEVE (MJ) AND 8 SPOOLS, LENGTH TO FIT. (BY CITY FORCES) FINAL CONNECTION DETAIL AVOID CUTTING UNDERGROUND N.T.S. UTILITY LINES. ITS COSTLY Cali before you Dig. 1-800-424-5555 UNDERGROUND SERVICE (USA) PROVIDE STR IMPROVEMENT PER CITY RE & STANDARE -EXIST. CB RIM EL 190,79 INV EL 188.59 8" RCP IN N 188.54 8" RCP OUT S --,,EXIST. SSMH RIM EL 190.82 INV EL 185.92 8" PVC IN N 185.72 8" PVC OUT S LATER MAIN STA-0+30.98, 5' LT 8" TAPPING SLEEVE TAPPING GATE CALVE (FLGD X MJ) W/THRUST BLOCKING V IT S c��1UPE y �� a0 �11332 , l ICWAL EXPIRES 11/30/98 NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL; AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION, CALL BEFORE YOU DIG: 1-800-424-5555 r__J 11 74-�n II3'- all. �51_�il - C) _ �r 71 rl , iil J,, _ •,r, �t -,It I b'-p ! Z11, 8`-C)o I I I t t f t f T I Q Z pT�ICT 9� 2c cl,- - TI �t�,e CAa'C _�c� l_ _ f « I I 2n,��,1_ _ IN N YE _ � p gig ro cl Q . s \ F\\ (4. - - ---� r I -74 .� I u0> FI 'J N 7 , - A. - I VINYL Ry Pf'SE.- FI Q 15 H ED 11.1T1L _ cn-aUAF,1�1 f�l i_ \ ` `�` ,� \ �� C�1 �_ '�•` \`� � �•;`, 3 } �blo ' .c�. try. � 3 D C K it Go N t2 Tf� ; N I Uz Pict 4Ulo k.T: 210r, K: � f ,.r T_ EM -71_Qtl 71_QII ,1 t5< 12 GA FILE NO: WP_ 36D5 I s GYPSUM WALLBOARD, WOOD STUDS One layer s/s" type X plain or predecorated gypsum wallboard, water resistant backer board or veneer base applied parallel with or at right angles to each side of 2 x 4 wood studs 16" o.c. with 6d coated nails, 17/8" long, 0.0915' shank, 1/4" heads, 7" o.c. Joints of square edge, bevel edge or predecorated wallboard may be left exposed. Stagger joints each side. (LOAD -BEARING) 01.E 1 ��X� i-��I�!_L _ Co �-)T :z,(J _-- I (D�4 FIRE SOUND Thickness: 47/8" Approx. Weight: 7 pst Fire Test: UL R1319-4, 6, 6-17-52 UL R2717-39, 1-20-66 UL R3501-52, 3-15-66 Design U305 ULC Design W301 Sound Test: OR 64-8, 2-4-64 I r, 1 a�= ZA 21U4cJ 1GT 4rJ4C3 t_DT2 p��) ! : • 1 +50610G 1 \ 12 -IT WIIIP 70 \ to is, HOLDOVIN /,\' ,-._.� � � r � '� � I-W�..rV L� S`� !•�%A./ 7. L../'� -c`l e._ �b71 ! t\�l-%� U,� � ..__ - �. �-1 l r ` %• � P `/\jam $R-A "IT—. ruk"t 1. _..5" V X I G N� d` •fZ�'T(?'fC�t �,li< _ \\ 'Rr'\� \ _.� � ' \ tY) tic _ _ _ _. _ � • �,, � (v�l L i _ Q - -- - Git✓�Tl�tPy tC.?f-t a►i4T �.Zi 11:.4 — I — I -, K K l T H E -.-- _ Z 430 \, �� �� ' � Ito �1C: •r'- � _ �". t ►.►, tom. era MTt__.- Q ♦\ \ _I ' •i 3 ! 10 5, & . c� I t \ '' ' 3 (=anlG `\ `\ �` ��.K D �� , C , COAT'Ca I -;-- . � r:. >< [ �' � !'' � 4 - - it , _ � ,+ _ ___ _,_. ... __._ _•-__.._ . _ .,-_,-_..,.__..._.__.__ -. __ _ ._-- _ - � t til _ ?tk } 1r t %(.5,{0 LD I �e1sT, tt, <!G—iO'��i�ID RAJi...,. C 1 I ! �' ' I - '_ - +- t ' •. I� - I! - � i y _ - j S ! 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S 0,oKe wxtj_ /8" MIN - R& WP slopoo /05 Nq _SEE- 5iLLAir7 o co BUR US t1 ;'' -2' H 4 N i -7 tL _-q-X Co 9 1 PIP TC 25 Y.Fk �G A AT- k I v,� W -2- D f:--- FZIE�-fcTr_) - 4 (,o (-' -T- I NG V J.11�7"C_ f 2- E_)_7. G 4) L) N 1 T, C) iz p cf, L N�r �i rl--N N C_ K 1:-: T -r:: F, 3 H X (c, L H 4- A _T TT Y, 12 *2 17?f H p f z L R I V r--1A,)kv Li c ofF! 5 PE-f ABov' 1AETAI L_ F+ A,2� 4- 112 I -oil ':z; -oil r I all i B BLDG 4 BSMT, F LOO'R PLA N ( 4) @ 40 6 r 1(oo 6 F V, CALM V4 x 1'- 0" Orr SPA-9 8 -00�, R"510% No. DATE 13Y V) 4n an w 00 zef�4m C4 -wo (3 z 0 c) LJ 0 ILI) r-j _j iT 000' polo, VATE Alo IN rt 'J N iT Ir ,4,C.4 - 7 41 _ 11 �. 7, _•.:r I•^•tl �3'- �" 7'_C}N (t_'° t,r� 71_,-;il (2r �r I ' _ _ �_,. `� _�' I'✓_ .. _ '..`* ' � I ` 1 1 i I ► t 18'-a1t I I I i I i i I i _ .k. R�,-- 7C fP F _T � -- � . � <Jv % � � rQ TOP f IGT- ^ �`0 r'K=T �,t+^ si..�R MILM _ 14 � suer � • c,t-(� , :fvM. i I _ , I i " -. 1-"+ 1 D R 0 0 M, I I 7)L f f , _ } �— ��fz, Q i `'• qI I f�' �'-'�- "� �fir- _- -- '�� r /iT i ♦ - y i T NN/ H F-A i LID '� �' 2 7 r� r ,J W 2 3? y 0 a' dJ j-- j y I Al ) O i n o HAU i _ I 1 NY LP bri Lo D q 0 M xA 1_�.1 imm t-sT -Tt:,AI j TC7TAL LONDIT N F K L.l N _en !- 21 D C-N* 4 SECOND- FLOOR ' H 5 TV AO& REVIS! 0 N5 No DATE BY i I O ci? 'n O �.; ;o n Zs�U' Q ul) N u� F- iJ � L7 CV > CJ LAI l+l j m -L� U Z O (Y U O Ln _ Z —� oaQ V I 0� Z O= N d c o r cc r b fi r Y C', i g. 0C L w13• w If L tZ [� WOO" r" r rIti` E t o ar MOUNT SKYL !W+T1 --N 4r ? COPF> PEK CZYA,I L 2 f�lfzA�' IfZ'' M.v•c�. U brt• �i D'NCx OJt fR - to ?mob CRS� . �•.f>,� �;�� ;�<�� --� �. F F-' 1. -' F-j WEST ELEVATION ! (e C.a A �• 112 I I � , U O, PL't' t►�CO�' I G � h' !�- - HEAL. • SUS t" L � ---- - _ (T ; Q Hf_�AID Q- c� (o BT= VEL_F_-U >=PAF, - _ - 1NFll--t tKAT I<RAP"' 7YP16?\L U.N.O. _ VLAT E-_ - � _ _ F=-A K "-T !_ n ONL. STAR N h ;c_ ; _ 7S_1_t >PP j:- F<`- PF R r_ F_"TA 1 L_ T. D. = i. W. e"t -- _-It'4 -. I srLL-� -7 t... ---�/2I rIF-)0 f'LY{> SLDINC4 INS. CF_iL-1,,-46 �:�/�� Psi-L-x.� 1►�iz��-' --�� L_ ! N F= V7_ go f� -rYt�iC t , ''T \ \ TYP �IDIt� '-YP IL' ► Pv c r — P L_-AT 4 ' Uj I - IF _L F'RF- FA.P F Z _a 24__ 17 � n i N �. c�.'J• L 1�^F' Sir - rill _ NORTH, ELEVATION OVE✓C- ADD-rtvt lP�i Zx `RS� --__---- __----- - ----» Z3� #/`r;�!� i~f tt`c.• f•,st'f,fti�T ! EAST ELEVATION I 4H I ,-r L t~- I< , 15- — { f L I! I/?_'' M?�O PL�Ir1�� ubtN� !r•(iN SRMS It z�-���� e�L �•- _-_ -----� _ _ -- -, 'tNYL rikt� avAL CsrzD. EO Wl �� X� N Ir 7 I M TO HAVE . � � .� �/ � j - � ^,,•C?'v'' ; V I ti Y � RJR l N �x C1TT ��� I CAC.�­l FAVS TYPICAL. (5 . P! .axe - ------ ---- I I - Ile lama ME �M_Mj mom 71 1 19. oil 0 - - _ - r T�fi �- F- �-T- �. r�t f�A1.L ' l l - TOP Cr GTf�_H 1 A LL-. Z x l C KOUCr H S. A W r_! S(DUTH ELE"VATION SCALP- I/ 4"? 1'=7 BLDG 4 EXTERIOR ELEVATIONS PFVISIONS DATE BY" II + 1 I I i 1 I I r 0 w h_ D to rn 7 ap r) morn > ?;rid z i 1 (.O ON m z C G Ii O � O W O </4 o� Z U 00 z 13 w n $r � o Y jLy Y T a V G rt t � , j I` 3 %00 F OVV U`f - 7 ` TYPtc.AL- t �k��t`L.Y.�"Ni' _. �✓t�Yt..Kat�'t' �� �I-t�GE..tRl�i ', i'2.'�-�� 8(.i�+F� _ C�P..�I..>` �iC�i:ltaN'T'� Pf;CAI. - t_ t`'h�:i� � ! 1/2 Nt D.b_ .PLY ynlD Stt71t�1G �t ktP.f?. _PtX�1Flt2 [5Y� �t T7 ��y7 t11�t17 Y �Xy�2_. �y♦�(� �dil- i���� +1.�TetGJyIJI �A t ,�iO � - TYP. / YU t Tip f ?%00 IF ,� k, ° - -- 1�a'cTi✓ �; `' ` . : "Itl_ - F'il�'S- TYPICAL_-LY i �1tid� _ _ ' i� ��� _ Li■ii� �� �_�:�n�iJ 6� a 10, mm I IVA - WIN - --� �_-_=___,� , �- , 1� fir;; � i■�,r-�-�, /moloo r 1 r � •- r �► I 2. ► NORTH ELEVATI' L;ALE: L'YPI C. Pl%L:_ -_hD ToP PI Ulih E z \A/F-QT PI PWATInNl' 1 S SCALE. i /a'L 11_o l l ��X?11I7 2Z4- � E��17 �1C0©D �CE:�1T 4MEJF, : A XA>I T1C WAL— 12LX (K.c=.: �T�- X � G� FASI GAS C7�i PIC CAA A_E:5 LL.N _0? �4rc-&L_ U .V4— tom, BUT -OUT` W RK ` d iZD I i�t;Ca0. F Y 'a ,' rillZXiQ P,,S. Gam.LT _ WrAtkp) ` trptckL U I JKL" j EAST,! ILL v SC A L E 1 /8" = 1' -O'' k.V, 0,,: F' ,f- WO ­51 i (MG Mk, ASRV, M 4 VI W VA b K(EI-V STU UE t;? _ Ca LamZE-0 . I ASS �� �ti N r k1C5 Ll = 0,50) mil/ G021I P N Q t t"T��7� "TYPICI�1 _ TU HAYS - 1 i CO NT Y t f.tYL_ ©K MTL_ F '1Y E- t i 1 t 1 C.AA — LR.1�.� Y I �-Y�1� � i" l ! [�41 1" 1 Ci � �'��C•//�'y t4E:Ar7 a E"Tlx) - - �5UE5 0 3`P4IM. TYPI GAL_ �..� RL OVA ' ue� FLU, p�NNi w NO. DATE BY 0 w �U)Lr) o �- w Q' � to QJ: - FLLj N J�v U) UJ - U Z 0 [� U O V)1 N J U O Q Q U = o N J-3 w pro mw0 L" �a> y a> v O cv�,c3r,, O� v m c nvW Q .FL+ O 88.+ ID 0 E N •3_. p yS yyu W L (O .« C p v'�c 'O .D Q 7 v C 2 O O O v v OC 4 U `:N.\ d U 0 O U O O F-.S aN 0 OO F-Q fl'fl I� Ytx' FPO DRAM f4Gr iIm XTS DATE SR-R�'CO3 I, -(:3) TYKE 1 01 Ui IT-i ei .1 a e EA, - _tz�_01 �I,010 x►'o I lei '11 6�Y�yf ! I snw�n�Ac, i 1NFo, pNlr ! 1 eve'll x' 15 G,LI� t1D� I FCC --2L , I& 5kP FIT Vmm �! �1 rt a �! pi a / _ (�� 8�ct t i Q - �'/ rtIc _- - l , 1l M 1� M, - i o I I� � D -R 00 M LS _ � . PE� - � � a '4n; - i 14-2 �1� I1 :�-��-� II , �I� I �)nI�I wiz � _� I n Lco o77 f— �d- E51-1 L 1-t - ( !M A LLB y tlti r J5p FM . As Q ! - i I 1 f-1 130 C.F YT-O. I Cisj _ f; IV lrn I LEVEL _ ti 3 t_LvL - W •� �f N '9 m v�� Z - - J -A C. RC F AW r 'BED40"OM 2 Z:_ C - -- - - } B DF;oom �2 I _ _ I N 1 Il—t.—�(y/��p.� , ii ,1 f-or,c_t-i cou1 M - - _ i I j �..� Su7P, I IEi = $ r # 4o F u ibC-�_ PlL I I I { I �p T-3f7 Tc e F'1G I I - CON DIT 10NED n I N FLOOR A,RE45 01 trial �> I II ! ►i 1 d I I II I ! 11 1p I l�. .Tl7 F tilT'o' I rt_I`, �� �,F I� U>�11i' D -'Tr'T-Al_ F - --_-----___ .- -- — - _ 11 �L_ S. I` TOT/- (_ C-01, D I l oNjE12 7oT-kL._ GO N CD I T I o 1� E D ftR, �� BLDG 1 2 SECOND FLOOR P L A N + AG REVI510N5 NO. DATE B 0 In to o �- w p In Z criDO M M I ¢3rNto I �J (O —wN 0) mvlt U Z w O 1--- U H 0 _J U O Q .Q Cn ------------------- o�_ Z o� CD z vi � _ w �3 ¢ U_ o T_ d� c c �p �o csc L° $ X E 3f2 � ozoz�.�o � 0 ac v va q pp a o`v O � w z Z O c) � Z � w a JOB NO. -17 GG ''l DRAWN 61 H 61 GHEGKEP A Ti S, DATE A 5 SR 9PJCD3 GA FILE NO _WP.3605 GYPSUM WALLBOARD, WOOD STUDS One layer 5/8" type X plain or predecorated gypsum wallboard, water resistant backer board or veneer base applied parallel with or at right angles to each side of 2 x 4 wood studs 16" o.c. with 6d coated nails, 17/8" long, 0.0915" shank, 1/4" heads, 7" o.c. Joints of square edge, bevel edge or predecorated wallboard may be left exposed. Stagger joints each side. (LOAD -BEARING) ORE KOO K� MR"�i_>TP=i D( J 1� OUR��30�to�3,�,4 ST�C� FIRE SOUND , D __ _— — — ----------------------- I I -i �{-- 7 Co � ! -D C� ►- I �, Thickness: 47's" Approx. Weight: 7 psf Fire Test: UL R1319-4, 6, 6-17-52 III E 4 ULR2717-39, 1-20-66 UL R3501-52, 3-15-66 Design U305 ULC Design W301 Sound Test: OR 64-8, 2-4-64 01 ----- ----- - O I I t I 4 I AT L o C/�T I C) NS i SFJ-= E-LA _YT,-r 0 3/31xt3%! Lt� 1htt9 4xl^ ! 2D.F K , . I I I 1 1 Si--i" r L- A I CU PI C I i I I (oU i- Cv U I D F' GT ' CoOC.o10 SCa G Cr b� S 11`i P ------ ---- --- -- � Cal I - i - -- O O �/ �44n ? LV, H� �3/.y �CIL t F1I�F, ._) _ j D �C K 3 CIO PIC.T j VYP;Gd/ETI►.jta GacuU f010 P� GT � � ` 5� �O '7 R.I - -- r ` -- — - ----- -- --- - - -- �E i - _-A TILL, Mltie t — lL — u f}- � Li ST I NCB IL GREAT ROOM --- ---� o I - _ � �►�1; i_ II �i 1,1 �E, III � �u �.�, �-t=T- �1 I _'` II 1� I II r! �1- I; Q, � �I( �I-3u -�-I �I` - _� � I -- - i � =-T�►� _� 0.0 _ - 1 i - r_ - I 2 (P I G. t � I 1 i I , . �� IINC� U�.`.��Y�� I t�•t�I--1 t� E ��a �.�. �'?n L -_ I 1 _ — I Z # I f7 t= �I 1 H I Or K Y� NLI- i l.1D j ; I3h 4 VbR P-N- — -- 1 -- - L_P"NG 6P_ = 9 .411 I IoY( HOOD _ d ✓� (i '� X 12## 2 D F.00 i 1 �3 CF - - -- II N F o r.i�_ Jl r�L:..1IU N I � 4 _ la � . -WA,L. L_ ( E5 EL OIN - / I \-_ , - `t y \ tJ + �-� II t - - �T Stt_j A,� \ H S t- ST7�i[� �L�GTt i`l �7.1- . _ y�^` -(LIB u, .� CC) ry OI D �l i SIN r l V I 1 i A IiA_ _ i - to IBC t" Q HD �� - ` d- - C r LJ > t o` '��, 5 z �., - O i, o �'U - 'q lY "l TtZY t X � Lt=V Ems- i - 0 N , . {Q = I Li ENTRY 1 i If J) , k 1: , \ I AT ALA ; ;y ; -- - - - j JIDY roKflnC,A 4 e q - �� PI� ` 240 S. F q I I 1 PtGit S; GARAGE PORCH I ---_- - --- - 30 SL.b -YHP cr� IGOi I f 1 ` YYA--K _ ,52C?'C1 ePV, H , - -- - i I GV( NI/..vF,. N C?fT-5 I i rtv AC.AfA.AT-7-- PTO T5 T 'vIL-'e, I 1=i _mac ► ST E t._t Ga co�� 14 r a r�.� t� t� I-� I � - _ _ ( - I tw - - I � I � ` = I I � ! tl . I � I d I IJ I IC I I 1 _ �U,��-�h Gbh' I 1 -- -- - 12-0 - �p AT St1P.[/t_.V ",L AF�f'LJAE LL_..L-_-----------_,_ -___�. M ___ - W / 2X w C_LLa 11 J STD 24 0. c.. '7 - (+ A. t=. F. WH = WrtDI BLDG I & F IRST FLOOR �� r- _ I a mot- M _ �- I . . A�bD I T I!��t l r S FfEET # A�Xv �GIL L_ 1 / 4 II = 11- ©II r ••• 1' N IIIIIIIa 0 �,�•f � N Of t .. REM51ON5 NO. DATE 5't' a w� C V)o W 0 M Z � IT °� M I 12 Lo I N O � O to � wN Q> L ,_XL: U Z w O F_ elf . O J = O Q Q V ! WU 00 �Z �v �3 Q T P►� - Y '$$Eo D i 0141Co cif � o W � I� O � a .JOB NO. fl- 7 1 i- 7DRAWN C+EGKED DATE �-I L �, ..t 1 A4 S�- �8-On3 J I I Ai AT W/ Z-x 4 CLL-A el 2A-10 C', r--o f;) W/,A,, --U f- L__A " [= " AE)oyl m N.,,, r--Lj-z, , MIN.. Gum . (�7 TYPE , u i uw mb (?, (�La" r-,A, -= 1--,,OuTr--- FL-LJL- TJt FU T7D U F- TO L-)Cq�off, F F -A L L <\A. BLDG 1 �E &2- BASEMENT P L A N I 1 10 4j- L ou 00, M! - 1 1 A 0 —1 fy) A- ?P� A- r_,t Li, ti .o. I � ,, I r- C LAI -TC RZY151ONS No. DATE fw 0 0 .0 z:,o,o, I? N o lc� 4n -J0'0)< (-P t j L) z o� Z -j C) < (-) ............. w C) w o Q) CD r) a) girl 161 fL fit O � p o C4W) Jog.ko 170C"7 PRAWN 61f1Cj AT5 -PATT-- 1-7 A SA— clb— OOS