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HomeMy WebLinkAboutzS-3285SetQ 0 0 c N I D c L x N to x N X N Q r-- N 0 n x ci x r c`V }C .n Q x i� r^� X N .0 X r- r- N r� 0 0- _X N 0 0 4 Q, a x O O N U � Q N rn M 3 _ �v N .gym • v o E� J Q.N d- o N > N x O 0 re) N C) D aN� i M .•6- L&- a x i Z Y •" l o t 11 '' a 0 to 0 0 cr z 1 COTG 01 STA.3 +20.31, 12" SS STUB USE RIM =23.2± MAT( SEE SHEET F1 ILN: C6011 CONTRACTOR SHALL INSTALL 2 X 4 MARKER PAINTED GREEN TO IDENTIFY END OF PIPE. NOT USED. NOT USED. DENC: (FROM W do H PACIFIC) 1. ONUMEr\ CENTERLINE OF OAKESDALE AVE. SW APPROX. TH OF DRIVEWAY TO BOEING DAYCARE CENTER, TOP OF iUMENT =20.97' 2. ERSECTION MONUMENT OAKESDALE AVE. SW AND SW 27TH `r 'EET TOP OF MONUMENT= 19.28' (SEE SHEET C010) I-f6lir SCALE 40 0 20 40 BO 65 1 INCH = 40 FEET NOT USED. NOT USED. �g�... CONNECT TO 4" WASTE, SEE PLUMBING FOR CONTINUATION. IE = 22.00. DROP SS �� LINE O POINT OF CONNECTION, IE FOR 6" LINE = 18.00. CONTRACTOR SHALL COORDINATE RIM ELEVATIONS WITH LANDSCAPE FINISHED GRADES. RIM ELEVATIONS ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL SET RIM FLUSH WITH FINISHED GRADE AS SHOWN ON SHEETS C500 do C501. CONNECT TO 4" WASTE, SEE PLUMBING PLAN. IE = 21.00 10 6" SS TO CONNECT TO RETRACTABLE BOLLARD DRAINS do UVSS DRAIN (SEE SECURITY PLAN FOR BOLLARD DETAIL). MINIMUM SLOPE ON DRAIN SHALL BE 0.0050 FT/FT. 6" SS DRAIN LINES SHALL HAVE COTG O THE END & SHALL CONNECT TO THE SANITARY SEWER MAIN USING SIDE SEWER CONNECTIONS. 3 11 GAS SHOWN FOR INFORMATION ONLY. CONTRACTOR SHALL COORDINATE GAS SERVICE LINE AND METER LOCATION WITH PUGET SOUND ENERGY. 12 CONNECT TO 6" SS, SEE PLUMBING FOR CONTINUATION. IE = 18.00. lyu I Lzi . 1. SANITARY SEWER LINES ARE PVC UNLESS OTHERWISE INDICATED. PUBLIC SEWER LINES SHALL BE INSTALLED WITHIN A 15' EASEMENT. PIPE SHALL BE CENTERED IN EASEMENT WHEN FEASIBLE. IF NOT FEASIBLE MIN. EASEMENT ON ONE SIDE SHALL BE 5.0'. 2. FOR STORM DRAIN SEE SHEET C500 do C501. 3. NOT USED. 4. NOT USED. 5. NOT USED. 6. SEE SHEET C001 FOR EXISTING AND PROPOSED LEGEND AND ABBREVIATIONS. 7. NOT USED. 8. NOT USED. 9. NOT USED. 10. FOR SANITARY SEWER PIPE INSTALLATION SEE 1 11. CONTRACTOR SHALL PROVIDE SUMP PUMP FROM RETRACTABLE BOLLARDS TO SANITARY SEWER LINE(SEE SECURITY DETAILS FOR PUMP SIZE AND LOCATION) 12. FOR SANITARY SEWER SLOPES, MATERIAL, AND LENGTHS, SEE SHT. C610. 13. NOT USED. 14. SANITARY SEWER LINES ARE PRIVATE UNLESS OTHERWISE INDICATED. Ftc) L L 202 1 Ft 4� 3. NORTH A DN w� .t, ' BY _ _ _ Da te: BY Date: I BY: I Date: IBY 3- 3z8s' o� SCANWO MAY I i 2006 0 0 Date: 4 o Y U < ao U) m U C — U w Cl) w > v --8 W Z cr Z� wQa w V- wU- w [ Z J 0 Z `� d CL Q to Q Cj) wwLU ILL 00 co 'O u Z w a: W tl W 'C Q. O J n o Q 3 cr. U w 7 W LL V *5 m •-•, c IL i Z Y •" l o t 11 '' a 0 to 0 0 cr z 1 COTG 01 STA.3 +20.31, 12" SS STUB USE RIM =23.2± MAT( SEE SHEET F1 ILN: C6011 CONTRACTOR SHALL INSTALL 2 X 4 MARKER PAINTED GREEN TO IDENTIFY END OF PIPE. NOT USED. NOT USED. DENC: (FROM W do H PACIFIC) 1. ONUMEr\ CENTERLINE OF OAKESDALE AVE. SW APPROX. TH OF DRIVEWAY TO BOEING DAYCARE CENTER, TOP OF iUMENT =20.97' 2. ERSECTION MONUMENT OAKESDALE AVE. SW AND SW 27TH `r 'EET TOP OF MONUMENT= 19.28' (SEE SHEET C010) I-f6lir SCALE 40 0 20 40 BO 65 1 INCH = 40 FEET NOT USED. NOT USED. �g�... CONNECT TO 4" WASTE, SEE PLUMBING FOR CONTINUATION. IE = 22.00. DROP SS �� LINE O POINT OF CONNECTION, IE FOR 6" LINE = 18.00. CONTRACTOR SHALL COORDINATE RIM ELEVATIONS WITH LANDSCAPE FINISHED GRADES. RIM ELEVATIONS ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL SET RIM FLUSH WITH FINISHED GRADE AS SHOWN ON SHEETS C500 do C501. CONNECT TO 4" WASTE, SEE PLUMBING PLAN. IE = 21.00 10 6" SS TO CONNECT TO RETRACTABLE BOLLARD DRAINS do UVSS DRAIN (SEE SECURITY PLAN FOR BOLLARD DETAIL). MINIMUM SLOPE ON DRAIN SHALL BE 0.0050 FT/FT. 6" SS DRAIN LINES SHALL HAVE COTG O THE END & SHALL CONNECT TO THE SANITARY SEWER MAIN USING SIDE SEWER CONNECTIONS. 3 11 GAS SHOWN FOR INFORMATION ONLY. CONTRACTOR SHALL COORDINATE GAS SERVICE LINE AND METER LOCATION WITH PUGET SOUND ENERGY. 12 CONNECT TO 6" SS, SEE PLUMBING FOR CONTINUATION. IE = 18.00. lyu I Lzi . 1. SANITARY SEWER LINES ARE PVC UNLESS OTHERWISE INDICATED. PUBLIC SEWER LINES SHALL BE INSTALLED WITHIN A 15' EASEMENT. PIPE SHALL BE CENTERED IN EASEMENT WHEN FEASIBLE. IF NOT FEASIBLE MIN. EASEMENT ON ONE SIDE SHALL BE 5.0'. 2. FOR STORM DRAIN SEE SHEET C500 do C501. 3. NOT USED. 4. NOT USED. 5. NOT USED. 6. SEE SHEET C001 FOR EXISTING AND PROPOSED LEGEND AND ABBREVIATIONS. 7. NOT USED. 8. NOT USED. 9. NOT USED. 10. FOR SANITARY SEWER PIPE INSTALLATION SEE 1 11. CONTRACTOR SHALL PROVIDE SUMP PUMP FROM RETRACTABLE BOLLARDS TO SANITARY SEWER LINE(SEE SECURITY DETAILS FOR PUMP SIZE AND LOCATION) 12. FOR SANITARY SEWER SLOPES, MATERIAL, AND LENGTHS, SEE SHT. C610. 13. NOT USED. 14. SANITARY SEWER LINES ARE PRIVATE UNLESS OTHERWISE INDICATED. Ftc) L L 202 1 Ft 4� 3. NORTH A DN w� .t, ' BY _ _ _ Da te: BY Date: I BY: I Date: IBY 3- 3z8s' o� SCANWO MAY I i 2006 0 0 Date: 4 ao o �C CD Ch N V N M 0 U :o N C 0 .4, C L v X N M C 0 C 0 �I N M N x N M N U n X N M x 0 a X CL X r r N M N N M N M U x N M x N M x r- N M N 0 a x N M a, CL N x p N (D M U CD x Q N cp M 3 Q_ ~ .E V O -01 N N TM �- E X o 0� 4. v N > r r N N 0 v Lo �0 o° N X r i'` � V / D — in • ' li LA.; ; i� a X L 1 o Y 0 Qa C/) m U U 0 > W Z a: z O 3 Q w Q� ac � wU.w w u- [C J 0 Z 0- Q cQ a C/) w U. Lu L oa 0 w z co w W U) CL � V a: Q 3 cc�V w CL '` c" w LL V 05 N.", c" C IL i Rp' a d T.iY Q 0 m 0 cn Ix e BENCHMARKS: (FROM W & H PACIFIC) 1. PI MONUMENT CENTERLINE OF OAKESDALE AVE. SW APPROX. 90' SOUTH OF DRIVEWAY TO BOEING DAYCARE CENTER, TOP OF MONUMENT =20.97' 2. INTERSECTION MONUMENT OAKESDALE AVE. SW AND SW 27TH STREET TOP OF MONUMENT= 19.28' (SEE SHEET C010) CNP pm � SEE SHEET C600 � ao� 0 0 woo "mom "New agoomp momwAm CD ooe 0 0 CD dc 00;100 i i III II_I!I _ NORTH aD IL SCALE 40 0 20 40 80 1 INCH = 40 FEET ROLL 20.E J 1. SANITARY SEWER LINES ARE PVC UNLESS OTHERWISE INDICATED. PUPL IC SEWER TUNES SHALL BE INSTALLED WITHIN A 15' EASEMENT. PIPE SHALL BE CENTERED IN EASEMENT WHEN FEASIBLE. IF NOT FEASIBLE MIN. EASEMENT ON ONE SIDE SHALL BE 5.0'. 2. FOR STORM DRAIN SEF SHEET C500 & C501 S NC 4. NO'I USEU S• 4 j 425!5 zr KEY NOTES: CONTRACTOR SHALL INSTALL 2 X 4 MARKER PAIN' ED GREEN TO IDENTIFY END OF PIPE. �— NOT USED. t3 — NOT USED. NOT USED. 1SFF) 5. NOT USED. VIA--;- SF.1 PLUMBING FOR rnNTINUATION IE = 22.00 nROP SS �..Nt JIN V � OF CONNECTION, IE FOR 6" l_�n�r 1$.00. 6. SEE SHEET C001 FOR EXISTING AiND PROPOSED LEGEND AND ABBREVIATIONS. CONTRAC OR �o - :OORDINATF RIM F^LF'VA'YION` MTH LANDSCAPE' FINISHED GRADES 7. NOT USED. RIM ELEVATIONS ARE SHOWN FOR REFERENCE ON0. CON I K- ►' I SE7 RIM $. NOT USED. FLUSH WITH FINISHED GRADE AS SHOWN ON SHEETS C500 & C50 9. NOT USED CONNECT TO 4" WASTE, SEE PLUMBING PLAN. IE = 21.00 1 A TION SEF 10 6" SS TO CONNECT TO RETRACTABLE BOLLARD DRAINS do UVSS DRAIN (SEE SECURITY 11. CONTRACTOR SHAD PROVIUI %0 JMI (%UM RETRA( TABLF 130 ARDS TO PLAN FOR BOLLARD DETAIL). MINIMUM SLOPE ON DRAIN SHALL BE 0.0050 FT/FT. 6" SANITARY SEWER LINE(SEE SECURITY DETAILS FOI1 PUMP SA;/ w+ v a nnnl ; SS DRA N LINES SHALL HAVE COTG O THE END do SHALL CONNECT TO THE SANITARY SEWER k0AIN USING SIDF SEWER CONNECTIONS. 3 12. FOR SANITARY SEWER SLOPES, MATERIAL, AND LENGTHS, SE+ .t . 13. NOT USED. AS SHOW ' C* INFORMATION ONLY. CON FRACTOR SHAI.1 COORDIAATE GAS SERVICE M », _ INF ANn MF TFR nV.A "ION NTH PUGET SOUND ENERGY 14. 0k SANITARY SEWER ; .INES ARF PRIVATF UNLESS OTHERWISE INDICATED. COI,- NEC 1 *kt NLUMLIft 1-01, )NTINUA nON. IE s i$ ww -.. f 'SCAMEO MAY i 12006 a 1 4 I 4 46 I& 11 11 b N V9 0 t4i to � 1 4 V X N 0 3 V .0 N I 0 .ol x r< N c 0 JLJ .n X N 1� N .a I x r N N V I X r- N x .0 _0 a a X N ►�7 c- r� N X N N V X 04 N 70 _x N 0 Cl x N a� Q) CL X 0 r- r- N (C1 r4r) U m X N I4) � V � a x I r- v N cn v O E r- J > c- N V) x 0 0� /OM °00.0 N r X i�M V �LA_ y OW LL_ a x N o g o Y 0 0 C) j w Z cc Z W < W <a a cl) W LLLL W i' LL- ac _ a c Z _j Q t Q <cf) < Cl) W LL W !L. 0 Q cl) CID O LL Y. Z m W cr. w cl) W 0 3 V W i� CL uj LL m cp C rl _O V) 6 z II M. 4 " STA 40 +29.09 RT 6.46 28 [INSTALLED NTH SW 27TH RIM =24.1: STA 1 +02.05 LT 5.07 12" IE IN (W) =13.72 RIM =24.3: 8" IE IN (E) =14.05 (SEE LINE Al) 12" IE OUT (N) =12.6± 12" IE OUT (N) =13.72 24 `I -- --I 201 161 12 10 211 LF -12� PVC (PUBUC) S= 0.0053 FINISHED GRADE OVER CENTERLINE OF PIPE 28 SSMH (SEE SANITARY LINE A) 24 zo 112" w 1s 65 LF -B •PVC Sw0.0074 28 COTG IM =23.21 2" IE OUT (E) =14.55 24 EXISTING GRADE OVER CENTERLINE 200E PIPE '16 5o LF -12" PVC S= 0.0166 12 (PUBLIC) 12 SANTARY LIVE Al HORIZONTAL SCALE: 1"=40' VERTICAL SCALE: 1"=4' NOTES: 0- 55MH JZ EXISTING GRADE STA 40 +88.09 LT 4.86 OVER CENTERLINE RIM =24.0± OF PIPE 6" IE IN (N) =14.70 (SEE ar A2) 8" IE IN (S) =14.53 8" IE OUT (W) =14.53 FINISHED GRADE OVER CENTERLINE 8" SD OF PIPE CONNECT 4" SS FROM SCREENING BUILDING 243 LF_8 85 VC =0- 00 1. FOR DATUM, SEE SHEET C001. 2. FINISHED GRADE OVER CENTERLINE OF PIPE SHOWN FOR REFERENCE ONLY, SEE SHEETS C500 AND C501. 3. STATION /OFFSETS ARE TO CENTER OF STRUCTURE. SEE SHEET'S C300 AND C301 FOR CENTERLINE. 4. LENGTHS ARE TO CENTER OF STRUCTURE. 5. FOR HYDRAULIC BOLLARD DRAINLINES, SEE SHEET C600. SANTA$ MAIN LINE A , HORIZON- AL SCALE: 1"=40' VERTIC -L SCALE: 1"=4' STA 43 +34.28 LT 5.07 RIM =24.0± 8" IE OUT (N) =16.58 225 PVC S= FINISHED GRADE EXISTING GRADE OVER ;ENITERLINE OVER CENTERLINE OF PIPE OF PIPE 28 28 CONNECT TO SSMH #2 GUARD POST (SEE SANITAR' ILIINE A) '� �. STA 10 +83.19 LT 7.39 SS IE =22.00 24 24 RECOMMENDED FOR APPR By a 4tlZ L"20" [V- 414& 4 Date: By Date: By BY ROLL .2 0.,42 Date: Date: ON 20 20 �G '1 IE =18.00 16 ,0 .5br 16 0 0 �� S 12 12 SANITARY LIVE A2 HORIZONTAL SCALE: 1 " =40" VERTICAL SCALE: 1"=4' 4.. e S� 5 16 LF -6" PVC S= 0.0062 28 COTG 02 STA 45 +72.74 L• RIM =24.3: 8" IE OUT (N) =17. 24 COTG #3 STA 45 +69.& RIM-24.5± 6" IE OUT (E) 20 it 12 10 5 -328sd 3 NMA 112006 '� 3286 CL3 4 r M d 1 w con o � o � z 1 4 4 W Q Z U W 0 . ROLE 20.E FIR4ili-S C1 tt7 tv tt7l coo �0 o rT, cr M t7� r� 4 1 y i 4 W Q Z F- U W D O W CL . Po LE 2 0.142 FIR 41 4 � � 1 w oroo o � o tri v°1 C try ' z i 1 If W U W if 4 t ROLL 2 0.12 FFZ 41-8 - Ir a 4 'd n to W N 'V1 Ir a 4 F- U W R1.. 4 4 ROLL 2 0 2 FIR 419 it 6 4 [rl d M `b t" 00 oNo t,I) w o+ to ' ks% Of u it 6 4 x N M C O c v I N M N n I a N M N u I M a N M n 1 n N M u I n M x M E N M ti 0 a M m n N 0 cpp M U N QX � N p5 M ON N aiM M F TO � m N j dM M > N M M� %OM M pro o \a / =M w� .x i� ax ___ p 4) L' .. _ .. _ -.__ o ,.� _ n -__ _ - -- , • _ - -_ - - s -- .. - - -- ss` -- U ,_ S -- - - I 49400 i O Z_ d �\ d, Z ccVO Q z wQa a w Er w u- CC -i } Z a Q ¢ lQQ Jf (n LU IL w D LL W 0 c O LL W ui W 1 Lu 0 4 S 1 TYP X LL C62 8 RI =24.13 rl J 00 `0 12' IE =14.20 (W) Q F- 3 8" IE =14.50 (S) >- z -° 8" IE =14.39 (E) I W I- LiJ a 12" IE =14.12 (N) W U m COTG,#1 f ' LL 11 2' SS STUB FOR FUTURE USE to RIM= i1j3:�j I o (FALLS- IN- HOLE- J n 'E PIPE BURIED) - -- q v 4 + O a i UB C IE PER CONTRACTOR °a s Q o 4 3 a \ \ \ o � � �U a MATCHLfNE Z ° ° W SEE SHEET C601 O N QQ r m z EXISTING STR CTURE RIM =24.42 -'\ \ �i oo IE =15.81 (S) IE =13.71 (N) S \ , � v � CONNECT TO 12" STUB ^� INSTALLED W SW 2 \�� n \ � \ \ ------- ------------ =� f- - - -- -- STREET. IE =1 .80 (FIELD' \ \� \ > -' PROPOSED 12° W VERIFY) FI_- \ \, (NOT IN THIS CONTRACT -TO BE CONSTRUCTED WITH STRANDER BLVD.) Y \.. I� am BENCHMARKS: (FROM W & H PACIFIC) 1. PI MONUMENT CENTERLINE OF OAKESDALE AVE. SW APPROX. 90 SOUTH OF DRIVEWAY TO BOEING DAYCARE CENTER, TOP OF MONUMENT =20.97 2. INTERSECTION MONUMENT OAKESDALE AVE. SW AND SW 27TH', STREET TOP OF MONUMENT= 19.28' (SEE SHEET C010) o I NORTHWEST CONSTRUCTION ® 425 - 453 -8380 vi RICK RIOS (FOREMAN) / JEFF NELSON (PM) Ups SCALE 40 0 20 40 80 08 O EXPIRES 051111 bq 1 INCH = 40 FEET z t II 14.88 (W) 14.94 (S) 14.94 (N) s J MAIN BUILDING Sam KEY NOTES: 1a- CONTRACTOR SHALL INSTALL 2 X 4 MARKER PAINTED GREEN TO IDENTIFY END OF PIPE. 2a- NOT USED. 3a- NOT USED. o- - NOT USED. o- NOT USED. CONNECT TO 4" WASTE, SEE PLUMBING FOR CONTINUATION. IE = 22.00. DROP SS LINE ® POINT OF CONNECTION, IE FOR 6" LINE = 18.00. 7a- CONTRACTOR SHALL COORDINATE RIM ELEVATIONS WITH LANDSCAPE FINISHED GRADES. O8 - RIM ELEVATIONS ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL SET RIM FLUSH WITH FINISHED GRADE AS SHOWN ON SHEETS C500 & C501. O9 CONNECT TO 4" WASTE, SEE PLUMBING PLAN. IE = 18.50 10 6" SS TO CONNECT TO RETRACTABLE BOLLARD DRAINS & U'66 BRAIN (SEE SECURITY PLAN FOR BOLLARD DETAIL). MINIMUM SLOPE ON DRAIN SHALL BE 0.0050 FT /FT. 6" SS DRAIN LINES SHALL HAVE COTG ® THE END & SHALL CONNECT TO THE SANITARY SEWER MAIN USING SIDE SEWER CONNECTIONS. e C6 11 GAS SHOWN FOR INFORMATION ONLY. CONTRACTOR SHALL COORDINATE GAS SERVICE LINE AND METER LOCATION WITH PUGET SOUND ENERGY. 12 CONNECT TO 6" SS, SEE PLUMBING FOR CONTINUATION. IE = 18.00. n q _� I . , y CONNECT TOI SW 11 GAS MAIN \C I � V A Y 'IL's L� ! -7 L I L-1 I- 1 l" -- NOTES: 1. SANITARY SEWER LINES ARE PVC UNLESS OTHERWISE INDICATED. PUBLIC SEWER LINES SHALL BE INSTALLED WITHIN A 15' EASEMENT. PIPE SHALL BE CENTERED IN EASEMENT WHEN FEASIBLE. IF NOT FEASIBLE MIN. EASEMENT ON ONE SIDE SHALL BE 5.0'. 2. FOR STORM DRAIN SEE SHEET C500 & C501. 3. NOT USED. 4. NOT USED. 5. NOT USED. 6. SEE SHEET C001 FOR EXISTING AND PROPOSED LEGEND AND ABBREVIATIONS. 7. NOT USED. 8. NOT USED. 9. NOT USED. 10, FOR SANITARY SEWER PIPE., INSTALLATION SEE C62 11. CONTRACTOR SHALL PROVIDE SUMP PUMP FROM RETRACTABLE BOLLARDS TO SANITARY SEWER LINE(SEE SECURITY DETAILS FOR PUMP SIZE AND LOCATION) 12. FOR SANITARY SEWER SLOPES, MATERIAL, AND LENGTHS, SEE SHT. C610. 13. NOT USED. 14. SANITARY SEWER LINES ARE PRIVATE UNLESS OTHERWISE INDICATED. NOTE: SS LAYOUT SURVEYED BY ESM. FOR SURVED STATION /OFFSETS, SEE SHEET C610. By. Date: By. Date: By. Date: By. Date: Q L LJ I i I I I g .1 ( ( r� r =J a� _ I L i-I d I _ J NOTES: 1. SANITARY SEWER LINES ARE PVC UNLESS OTHERWISE INDICATED. PUBLIC SEWER LINES SHALL BE INSTALLED WITHIN A 15' EASEMENT. PIPE SHALL BE CENTERED IN EASEMENT WHEN FEASIBLE. IF NOT FEASIBLE MIN. EASEMENT ON ONE SIDE SHALL BE 5.0'. 2. FOR STORM DRAIN SEE SHEET C500 & C501. 3. NOT USED. 4. NOT USED. 5. NOT USED. 6. SEE SHEET C001 FOR EXISTING AND PROPOSED LEGEND AND ABBREVIATIONS. 7. NOT USED. 8. NOT USED. 9. NOT USED. 10, FOR SANITARY SEWER PIPE., INSTALLATION SEE C62 11. CONTRACTOR SHALL PROVIDE SUMP PUMP FROM RETRACTABLE BOLLARDS TO SANITARY SEWER LINE(SEE SECURITY DETAILS FOR PUMP SIZE AND LOCATION) 12. FOR SANITARY SEWER SLOPES, MATERIAL, AND LENGTHS, SEE SHT. C610. 13. NOT USED. 14. SANITARY SEWER LINES ARE PRIVATE UNLESS OTHERWISE INDICATED. NOTE: SS LAYOUT SURVEYED BY ESM. FOR SURVED STATION /OFFSETS, SEE SHEET C610. By. Date: By. Date: By. Date: By. Date: Q N r 0 nl r n N d I n n N U I n n M n N M I N V 0 N M M E a N M 0 a N M a� a x � N O M � N X N 3 M o 'S D X oN V NM n � 5,0 �m N j pM _N> VMN n dim 0 ow M �o � M -NN 2w v pw T Y O moU Z>VO Q - -- - -.a a < w CC Q OC a IL w LL � LL LLI } & Z ~ a Q Qua J U) UJ LL O� / LL o LL LLI z w cc w w a cr LL Y Q °O 3 Iz , z w w w U LL m c a 71 F yy S' O d ` \4 Z 1 a z z z z � n Q 0 U U m z O BENCHMARKS: (FROM W & H PACIFIC) 1. PI MONUMENT CENTERLINE OF OAKESDALE AVE. SW APPROX. 90' SOUTH OF DRIVEWAY TO BOEING DAYCARE CENTER, TOP OF MONUMENT= 20.97' 2. INTERSECTION MONUMENT OAKESDALE AVE. SW AND SW 27TH STREET TOP OF MONUMENT = 19.28' (SEE SHEET C010) AS -BUILT SET NORTHWEST CONSTRUCTION 0 425 - 453 -8380 RICK RIOS (FOREMAN) / JEFF NELSON (PM) 40 SCALED BG d z 1 INCH = 40 FEET NOTE: SS LAYOUT SURVEYED BY ESM. FOR SURVED STATION /OFFSETS, SEE SHEET C610. Date: Date: Date: Date: 'EE SHEET C600 = ------ NORTH _, P- � A i ) / ^ v .0ol� If If le J J I 15 1. aHrvITARY SEWER LINES ARE PVC UNLESS OTHERWISE INDICATED. PUBLIC SEWER LINES SHALL BE INSTALLED - WITHIN A 15' EASEMENT. PIPE SHALL BE CENTERED IN EASEMENT WHEN FEASIBLE. IF NOT FEASIBLE MIN. EASEMENT ON ONE SIDE SHALL BE 5.0'. 2. FOR STORM DRAIN SEE SHEET C500 & C501. 3. NOT USED. 4. NOT USED. 5. NOT USED. 6. SEE SHEET C001 FOR EXISTING AND PROPOSED LEGEND AND ABBREVIATIONS. 7. NOT USED. 8. NOT USED. 9. NOT USED. 10. FOR SANITARY SEWER PIPE INSTALLATION SEE C62 11. CONTRACTOR SHALL PROVIDE SUMP PUMP FROM RETRACTABLE BOLLARDS TO SANITARY SEWER LINE(SEE SECURITY DETAILS FOR PUMP SIZE AND LOCATION) 12. FOR SANITARY SEWER SLOPES, MATERIAL, AND LENGTHS, SEE SHT.. C610. 13. NOT USED. 14. SANITARY SEWER LINES ARE PRIVATE UNLESS OTHERWISE INDICATED. 5- 328509 tl oo F KEY NOTES: ia- CONTRACTOR SHALL INSTALL 2 X 4 MARKER PAINTED GREEN TO IDENTIFY END OF PIPE. O2 - NOT USED. O3 - NOT USED. 4a- NOT USED. o- NOT USED. O6 - CONNECT TO 4" WASTE, SEE PLUMBING FOR CONTINUATION. IE = 22.00. DROP SS LINE ® POINT OF CONNECTION, IE FOR 6" LINE = 18.00. 7a- CONTRACTOR SHALL COORDINATE RIM ELEVATIONS WITH LANDSCAPE FINISHED GRADES. ga- RIM ELEVATIONS ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL SET RIM FLUSH WITH FINISHED GRADE AS SHOWN ON SHEETS C500 & C501. ga- CONNECT TO 4" WASTE, SEE PLUMBING PLAN. IE = 18.50 10 6" SS TO CONNECT TO RETRACTABLE BOLLARD DRAINS & (SEE SECURITY PLAN FOR BOLLARD DETAIL). MINIMUM SLOPE ON DRAIN SHALL BE 0.0050 FT /FT. 6" SS DRAIN LINES SHALL HAVE COTG ® THE END & SHALL CONNECT TO THE SANITARY SEWER MAIN USING SIDE SEWER CONNECTIONS. g GAS SHOWN FOR INFORMATION ONLY. CONTRACTOR SHALL COORDINATE GAS SERVICE LINE AND METER LOCATION WITH PUGET SOUND ENERGY. 12 CONNECT TO 6" SS, SEE PLUMBING FOR CONTINUATION. IE = 18.00. I Z 'l ©00gffl W g Q Z H U W O a s N x N M C O C N S]' M O U 0] Q 3 H � O U N N M H � Om a E a O N M M O j o M p� O p O � N � /� /� U /� - � N O i� a O N M a 4 N U X N M 3 N M E x N M a C O 6 X N M N N N a 1 N X N M X N M