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HomeMy WebLinkAboutS-355601233 N z 0 a 0 s 0 Ar C a 0 a I 5 1 11 SCALE IN FEET DATUM: NAVD 8881 SITE BENCH MARK EX. NAIL & ALUMINUM SHINER B.M. ELEV. = 508.37' _ EX._i W2' l W 0 i I PHUPUStD GURH, SIUtWALK t3" AWHALU l.') CKM. .CPA 1 , -- EXISTING REBAR /CAP PLANTER STRIP & DRIVEWAY D 12 "FI I AT THE PROPERTY GONER I I I YF.) PROPOSED I— w I Ex. SEPTIC 5 TE III F- -- II I I 1 1 I II I II I II I II I II I II i II I 13 I la 13 Lu wl a W wl x o NI I W al Q �i I WI I i II I �I I 1 (Ex. 's I 1 EX H114 II 1 11 I I II I I II I 0 DATUM: NAVD 88 BM: C350- 18 -01: ELEV. = 508.85 TOP OF TK/PLUG IN 1/2" I.P. M.I.C. @ INTERSECTION OF 116TH AVE. SE & SE 188TH STREET. BENCHMARK: SITE BENCH MARK NAIL & ALUMINUM SHINER B.M. ELEV. = (508.37 NAVD 88) LOCATED IN SE 188TH STREET NORTH SIDE @ (118THAVE. SE ) PRIVATE ROAD. DATUM CONVERSION NOTE: ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON NAVD 88. THE DEVELOPER'S SURVEY IS BASED ON ASSUMED DATUM (3.9 FEET LOWER THAN NAVD 88), SWALE I L AND DRAINAGE A D °I 01 1 ; 0223 CA PORT EX. HOUSE L — c° ° PROPOSED W ce ABANDONED 8 "DI W ( > W ; EX. HOUSE w i X10 EX. FOME 1 >a Q E- ( #11811 CONC. I (TO REMAIN) 6" PVC S.S. STUB. PAD I (F.F.= 510.3' I 00 .D CL .,. CHNN LINK FENCE 5' 'TYP......MTR 0 30 ' X SERVE > MH 1202 -3 EH MH zQ �� Ex. RAILROAD TIE PKQ MH 1202 -2 S A E ME c 1 RETAILING NG 2' WALL 10'IYP: - - PROPOSED PARKING (TYP.) 10' PERM. ESMT Ex. GATE E%, 14" METAL CULv ERISi. DRIVEWAY (TO BE CLOSED) NOTE: CONSTRUCT 6" SEWER STUB SERVICE @ 2% MIN. LINE & GRADE. LOCATION SHALL FIT BUILDING S.S. OUTLET. THIS 6" STUB SERVICE SHALL BE OWNED & MAINTAINED BY THE PROPERTY OWNER, PROVIDE CLEANOUT W/ LOCKING LID AT 5' MIN. AWAY FROM BUILDING PER DETAIL S -30. SURFACE CLEANOUT TO BE INSTALLED DURING THE S.S. STUB CONNECTION TO THE BUILDING. 6' WOOD 33-23- 5 15' PERM. E M C1043 r 4 Proposed ONSITE ESMT. CHURCH 11 (F.F:= 510.6')11 ., (FUTURE IEx. D- EXPANSION (EXISH G) EX. WIRE F 0021 TO REMAIN HAN NGUYEN _ 15' PERM. ESMT. -- 8�-j -' 33-23- 5 20' TEMP. CONST. PERMIT 10 FR EX. HOUSE #18833 I TL 10416 "FR ' 0065 G104a �® ENTRY LNO BASEMENT) 5X 7 e "F OFFSITE ESMT. & PERMIT REC. 111 20100618000078 °ep 8 "SP SERVE > U_P MARION LEROY KELLY 20' TEMP. CONST. PERMIT 0218 CRD SHEET 1 0 1 MAINTAIN 5' MIN. WATER / SEWER _ SEPARATION (TYP.) TR 0 +39 SERVE x 10x© MH 1202 -1 SEX. GRAVEL ROADWAY 0221 0222 EXISTING REBAR /CAP ` AT THE PROPERTY CORNER ` 6' WOOD FENCE _--� CATE 1'�R APPROX. 0 EX. i GARAGE 0 +87 IOxTx1OX Io TYP. 0243 0247 ,SERVE 33 23 5 i - - -- -� 15 PI - - -- - -- 15 PERM. ESMT. I $ APPROX. i 2 CE " EX. HOUSE 0066 clods ; #18838 L _ 2 "CE OFFSITE ESMT. & PERMIT i SERVE II e AFF_ ---- REC. 20100618000077 FE =8T1s EX. HOUSE 511 6 %_GR. R i _i 0 GARAGE i i TL 0 2 EX.MH 1087 -13 EX.SHEOL (NO BASEMENT) (--- ______' x6X EX.MH 087 -12 T� 1 246 3 5-23-5 I O'TYP. SERVED > SERVED - --- --7 1 ��� 51028 EX 15' PERM. SMT. I R )12 ?6 1� c'1L5�c�JULS' W n I j' ���� O 22 > 111 14 U) ii 1 ii N n LEI III III 24 J� F II I ii '- II II I 1 u r I to EX.MH 8 HH P X. 8 "DI WW�� -- —� EX.WV' X.MH 1087 -10 .,LY r4 / X. 8 "Dt - V ` �T`� Ex.FH TRACT "B" H 1087 -5 x.1G \VEL DRIVE EXISTING REBAR /CAP E%, 6' W D AT THE PROPERTY CORNER �EX 8 "DI W S=35560 � -EX. 8" SAN. SEWER (TYP.) EX.MH 1087 -11 SFRVF 0260 SFRVF NOTE: TYPICAL ALL SIDE SEWER STUBS. • SCWS DISTRICT OWNERSHIP TERMINATES AT PROPERTY LINE. • INSTALL TEST TEE AT PROPERTY / EASEMENT LINE. • DEVELOPER CONTRACTOR MAY EXTEND BEYOND PROPERTY LINE. (SEE STUB SERVICE CONSTRUCTION DETAIL.) Q�ER P �¢ r z � ile Q � k 39408 O 10� ECISTER`T' ti' �'SSIONAL E15G'l FOR CONSTRUCTION RECORDS DRAWING ONLY REVISED TO INDICATE CONSTRUCTION RECORDS FIELD REP: KEN HAINES REVISED BY: IZABELLA MIROCHNIK ✓ DATE: JANUARY 3, 2011 CONTRACTOR: GREEN EARTH ENTERPRIZES 6 "PVC PIPE: 54 L.F. SDR35/ VINYL TECH. 8 "PVC PIPE: 459 L.F. SDR35/ VINYL TECH. MANHOLES: 3 -48" CONCRETE /QUALITY SERVICES: 2- ONSITE, 5- OFFSITE ORIGINAL DRAWINGS: SHEETS 2, 3 AND 4 NOT A PART OF CRD SET. CRD SHEET 1 OF 1 VICINITY MAP 0 SEWER GENERAL NOTES: W OF 4 w (REVISED 09126101) uj I . ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS OF BOOS CREEK WATER AND SEWER h 06 a DISTRICT, ALSO REFERRED TO HEREINAFTER AS 'DISTRICT", o Fn 2. THE DEVELOPER SHALL FURNISH THE DISTRICT A COPY OF THE COMMERCIAL AND /OR SUBDIVISION PLANS APPROVED w BY THE GOVERNING AGENCY PRIOR TO ANY SEWER MAIN CONSTRUCTION. a. II 3. PRIOR TO CONSTRUCTING ANY SEWER MAINS, THE APPROPRIATE STREETS AND LOTS SHALL BE CLEARED, GRADED, 11 X 0 AND STAKED BY THE DEVELOPER AND ALL EXISTING UTILITIES SHALL BE LOCATED BY THE CONTRACTOR- O W Q 0 m 4. FOLLOWING SEWER MAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADES REQUIRING THE MAINS m 0 TO BE RECONSTRUCTED SHALL BE MADE AT THE DEVELOPER'S EXPENSE. RECONSTRUCTION SHALL CONFORM TO THE N Uw SPECIFICATIONS OF THE DISTRICT. ALL COSTS FOR INSPECTING SUCH RECONSTRUCTION SHALL BE CHARGED TO THE o UiW DEVELOPER IN ADDITION TO THE STANDARD CHARGES, AND SHALL BE PAID BEFORE ACCEPTANCE BY THE DISTRICT. U 5. NO SIDE SEWER CONNECTIONS SHALL BE MADE THE EXISTING SYSTEM COMPLETIONST THE BILL OF SALE h o 0(n AND ALL EASEMENTS. OBTAIN SIDE SEWER MI TER FORM BOOS CREEK WATERAND SEWER DISTRICTFOR EACH SIDE 0 B SEWER MAKING CONNECTION. CONNECTION. BE PROCESSED UNTIL PUGET SOUND � (n M ENERGY AS INSTALLED LED THEIR IR ENERGY HAS INSTALLED THEIR VAULTS, HAND HOLES AND LIGHT STANDARDS. D LIGHT STANDARDS. DARDS.T w O � 6. ALL COSTS OF SEWER MAIN RE- STAKING SHALL BE PAID BY THE DEVELOPER. o 7. PROPERTY CORNERS SHALL BE PINNED WITH REFERENCE TACK ON CURBS BY THE DEVELOPER. r 8. CONTRACTOR SHALL EEKWATE DISTRICT TO SCHEDULE OZ �ll MEETING AT THE OFFICE. FTERT EPRE- ONST UCTtO0 THE CONTRACTOR U THE CONSTRUCTION REVIEW REPRESENTATIVE TIVE FOR SO O$ TER AND SEW RDI SHALL NOTIFY THE CONSTRUCTION REVIEW REPRESENTATIVE FOR SODS CREEK WATER AND SEWER DISTRICT AT W LEAST 48 HOURS (REGULAR WORKING DAYS) BEFORE STARTING WORK. U n 9. CONTRACTOR SHALL OBTAIN ALL REQUIRED FINAL INSPECTIONS TO MEET PERMIT REQUIREMENTS. INSPECTIONS MUST BE SCHEDULED AT LEAST 48 HOURS IN ADVANCE. NOTES RELATIVE TO CONNECTION TO EXISTING FACILITIES: RC 1. CONNECTION TO EXISTING LINE SHALL BE MADE ONLY WITH THE WRITTEN APPROVAL OF BOOS CREEK WATER AND SEWER DISTRICT. 48 HOURS (TWO REGULAR WORKING DAYS) ADVANCE NOTICE MUST BE GIVEN. 2. EXISTING SEWERS TO REMAIN IN SERVICE AT ALL TIMES. 3. ALL WATER AND/OR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM NEW SEWERS AND SHALL NOT BE PERMITTED TO ENTER THE EXISTING SYSTEM. a m 4. EXISTING MANHOLE NO. 1087 -12 SHALL BE CORE DRILLED AND RE- CHANNELED AS REQUIRED TO RECEIVE INCOMING EX.FH W FLOW FROM THE NEW SEWER LINE, Z EX.1 12 "DI W EXISTING REBAR /CAP E%, 6' W D AT THE PROPERTY CORNER �EX 8 "DI W S=35560 � -EX. 8" SAN. SEWER (TYP.) EX.MH 1087 -11 SFRVF 0260 SFRVF NOTE: TYPICAL ALL SIDE SEWER STUBS. • SCWS DISTRICT OWNERSHIP TERMINATES AT PROPERTY LINE. • INSTALL TEST TEE AT PROPERTY / EASEMENT LINE. • DEVELOPER CONTRACTOR MAY EXTEND BEYOND PROPERTY LINE. (SEE STUB SERVICE CONSTRUCTION DETAIL.) Q�ER P �¢ r z � ile Q � k 39408 O 10� ECISTER`T' ti' �'SSIONAL E15G'l FOR CONSTRUCTION RECORDS DRAWING ONLY REVISED TO INDICATE CONSTRUCTION RECORDS FIELD REP: KEN HAINES REVISED BY: IZABELLA MIROCHNIK ✓ DATE: JANUARY 3, 2011 CONTRACTOR: GREEN EARTH ENTERPRIZES 6 "PVC PIPE: 54 L.F. SDR35/ VINYL TECH. 8 "PVC PIPE: 459 L.F. SDR35/ VINYL TECH. MANHOLES: 3 -48" CONCRETE /QUALITY SERVICES: 2- ONSITE, 5- OFFSITE ORIGINAL DRAWINGS: SHEETS 2, 3 AND 4 NOT A PART OF CRD SET. CRD SHEET 1 OF 1 VICINITY MAP 0 11 W OF 4 w 31 uj I o = 06 a Q I Fn U ) II N 11 X 0 �I O EXISTING REBAR /CAP E%, 6' W D AT THE PROPERTY CORNER �EX 8 "DI W S=35560 � -EX. 8" SAN. SEWER (TYP.) EX.MH 1087 -11 SFRVF 0260 SFRVF NOTE: TYPICAL ALL SIDE SEWER STUBS. • SCWS DISTRICT OWNERSHIP TERMINATES AT PROPERTY LINE. • INSTALL TEST TEE AT PROPERTY / EASEMENT LINE. • DEVELOPER CONTRACTOR MAY EXTEND BEYOND PROPERTY LINE. (SEE STUB SERVICE CONSTRUCTION DETAIL.) Q�ER P �¢ r z � ile Q � k 39408 O 10� ECISTER`T' ti' �'SSIONAL E15G'l FOR CONSTRUCTION RECORDS DRAWING ONLY REVISED TO INDICATE CONSTRUCTION RECORDS FIELD REP: KEN HAINES REVISED BY: IZABELLA MIROCHNIK ✓ DATE: JANUARY 3, 2011 CONTRACTOR: GREEN EARTH ENTERPRIZES 6 "PVC PIPE: 54 L.F. SDR35/ VINYL TECH. 8 "PVC PIPE: 459 L.F. SDR35/ VINYL TECH. MANHOLES: 3 -48" CONCRETE /QUALITY SERVICES: 2- ONSITE, 5- OFFSITE ORIGINAL DRAWINGS: SHEETS 2, 3 AND 4 NOT A PART OF CRD SET. CRD SHEET 1 OF 1 VICINITY MAP 0 w SHEET 1 OF 4 T O U o = 06 a Q> Fn U ) Y N X 0 O O W Q 0 m to o 0 Uw o UiW J U tQ o 0(n J B � (n M W O OZ �ll 2 OK U W U p¢ RC ap U � yyo J a m J W m Z = 0 c c 's ` m 3 p M c0 of 4 U � a m oa c m N •� 4 U � C . a 00 0 2 a C LU mc S o ,111 0 � x > ow BASE MAP w SHEET 1 OF 4 T O U o = 06 Q> Fn U wOLL Y X o O W Q Z m Uw o UiW WQZ 0(n WOE B � (n M W O BASE MAP E -4 SHEET 1 OF 4 DRAWING 8 -261 0 1 SCANNED APR 0 2 2011