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HomeMy WebLinkAbout02D1692A PORTION W = WATER METER G = POWER POLE F771 = PROPOSED ASPHALT CONC. PAV = PROPOSED SIDEWALK AND DRIVEWAY l�� = EXISTING PAVEMENT 100'"`'' = EXISTING CONTOUR 100X0 = EXISTING SPOT ELEVATION 100.0 = PROPOSED ELEVATION --u-------- u- = PROP, 6' WOOD FENCE EXIST. 6' WOOD FENCE C TOF AUBURN STREET IUPLEX S ITE OF THE SE] /4 OF SECTION 19 PARCEL # 869520-0004 SPECIFICATION FOR GRUBBING ALL AREAS TO BE GRADED SHALL BE CLEARED OF VEGETATION, BRUSH, AND ANY OBVIOUS EXISTING DEBRIS, AND STRIPPED OF ANY TOPSOIL AND UNDERLYING SOILS THAT ARE SOFT, LOOSE, AND /OR CONTAIN SIGNIFICANT AMOUNTS OF ROOT AND OTHER ORGANIC MATTER, NOTE, ALL WORK WITHIN THE A 6" DEPTH OF STRIPPING IS EXPECTED, MORE OR LESSJ HOWEVER STRIPPING SHALL TAKE PLACE TO PUBLIC R,O,W, MUST BE COMPLETED WHATEVER DEPTH IS NECESSARY TO REMOVE ❑RGANIC MATTER AND SOFT/UNSTABLE WITHIN 15 CONSECUTIVE CALENDAR DAYS, MATERIALS FROM BENEATH AREAS TO BE FILLED AND/OR PAVED, STRIPPING SHOULD EXPOSE MEDIUM DENSE, STIFF, OR MORE COMPETENT N❑N-❑RGANIC EXISTING SOILS, NOTE, S❑IL PITS DUG TO 12' BELOW EXISTING GROUND ELEVATION WITH NO EVIDENCE OF GROUNDWATER W N T 21 N R 5 Water I51. 8" Sewlr 3 0' —7 EWM DATUM: CITY OF AUBURN CITY OF AUBURN BM # 02-11 Brassy in CL "D" Street and 21st St SE Elev. 101.12 Cl Tr' VICINITY MAP 1" = 1 /4 MILE SHEET INDEX: 1. SITE PLAN 2. T.E. & S. P. 3. GRADING & DRAINAGE PLAN 4. SEWER AND WATER LEGAL DESCRIPTION: THE SOUTH 100 FEET OF THE NORTH 200 FEET OF TRACT 37 TOGETHER WITH THE SOUTH 70 FEET OF THE NORTH 220 FEET OF TRACT 38, EAST AUBURN ACRES ADDITION,ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 14 OF PLATS, PAGE 41, IN KING COUNTY, WASHINGTON. TAX PARCEL NO.: PROJECT NOTES 869520-0004 LAND USE ZONE: R-3 OWNERS: LOT AREA: 0.62ACRES (26,840 S.F.) MAX. LOT COVERAGE: 13,890 S.F. (52%) JEFFERY B. WOODWARD PROPOSED LOT JAMES W. COX COVERAGE: 3,232 S.F. (10�) 37226 33RD. AVE. S. GROSS FLOOR AREA: PROPOSED 5,490 S.F. AUBURN, WA 98001 PARKING REQUIREMENTS: PARKING STALLS GENERAL NOTES 2 STALLS/ UNIT = 12 STALLS 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, 1998 OR LATEST ADDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF THE STANDARD CONSTRUCTION NOTES, STANDARD DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE —CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON —SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OUT WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE—CALL(1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 6.. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL ON THE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF THE CONTRACTOR'S OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. CONSTRUCTION SEQUENCE 1. SCHEDULE AND ATTEND A PRE CONSTRUCTION CONFERENCE. 2. FLAG L!MITS CLEARING & GRADING AS SHOWN ON PLANS. 3. CONSTRUCT TEMPORARY ROCK CONSTRUCTION ENTRANCE WHERE SHOWN ON PLANS. 4. INSTALL SILT CONTROL FENCE WHERE SHOWN ON PLANS. 5. CLEAR, GRUB, BEGIN AND COMPLETE DEMOLITION. 6. INSTALL ADDITIONAL EROSION AND SEDIMENTATION CONTROL_ FACILITIES AS NEEDED INCLUDING SOILS STABILIZATION ON GRADED AREAS OUTSIDE OF ROADWAY. HYDROSEED AND MULCH ALL DISTURBED AREAS TO BE LEFT MORE THAN 30 DAYS. 7. START UTILITY CONSTRUCTION. 8. START PARKING AREA BASE CONSTRUCTION. 9. COMPLETE UTILITY AND PARKING AREA CONSTRUCTION. 10. MAINTAIN TESC FACILITIES UNTIL ALL RISK OF EROSION/SEDIMENTATION DRAINAGE H AS PASSED AND PERMANENT STORM DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONAL. DO NOT CONVEY SEDIMENT LADEN WATER INTO STORM DRAINAGE SYSTEM. 14. REMOVE REMAINING TESC FACILITIES AS PER DOE AND/OR CITY AUTHORIZATION. SHEET 1 OF . Record Drawing Certification PROJECT REF: FAC01-0008 BLD01-0066 BLD01-0067 BLD01-0068 These Drawings Conform o the Contractor's construction records. These plans are approved for conformance with SITE ADDRESS ll Z/_p/ the City of Auburn s Engineering Division Engineering By Date requirements. 2121 D STREET SE Title/Pop�,itio ra' ;3ad(ah Approved By �wv� Confermed by Ci}4 QQte Date Approved W 0 Q N N U) III III r r- N tL: Fft� 0 W z 0 0 r� N N LC) O +Ln F— 0' U (n D E-- 0 0 � 00 .� 0-)0 U < Z <� c0 C U a N ::3 --� 0 -0 m0 5 m rqQ Q �t- ao rn 0 a- o co ` J N I ;- CP ¢ � o W (a N Q U Elf — ca r. r° W F— V) X L_LJ m __j D a- D LI 0 LLJ }- W U � 9405 �' F6tsT�t �SS� RIVAL�G\ EXPIRES 020169) Li ko dw Exist, Shed N 89*5336' E 101, 01.07 10' Water Easement .................. o CU 4-1-101.9 as1 160 i = 1111=1111110"I'm PROPOSED DUPLEX M A&A r# CATCH BASIN TYPE #1 W/SOLID LID RIM 14f-.5- 19-Al I. E .90-.e- 'Y oC .0 f CONSTRUCT M-LF ,10' WIDE X 3' DEEP INFILTRATION TRENCH CONNECT ALL ROOF AND FOOTING DRAINS TO (!a fNFftTRA I TEIM -"'S I EM fdtE YARD DRAT11 At -tnll TEfffEIt--- Q-4H CATCH BASIN TYPE #1 W/ SOLID LID RIM f6t.5 917, f5- LE %-8- '7.5, 60 4a&PY6—&RR-4 I A 1tAt-E--S+8RM6EP4@R -Mi5rr-r- SIU-7VU f L-1-, , 5R!3 1�Pfffr T'Aff-81 'IQ f. E. 91 8W. 8 EoLs*mot -.@-4;&, 104 M11 opeNN4 1A1 C-A+r5H �-BA6441 -Ri 4-1 9-1-9.85 S 89*53'36' W 251.06 7E.- APPROXIMATE FILL/CUT QUANTITIES SPECIFICATIONS FOR STRUCTURAL FILL FILL MATERIAL TO BE CLEAN, WELL GRADED COMPATIBLE MATERIAL (CLASS B MINIMUM) WITHOUT WASTE AS DEFINED IN WAC 173-304-100 EARTHWORK QUANTITIES; EST, CUT = 100 CY* EST, FILL = 50 CY* EST, STRIPPING = 50 CY# *CONTRACTOR TO VERIFY, Existing +102.6 House N 89*53'36' E 100.00 < ... ...... . . 10110 102.4 I A-1 101.6 730'�30' 10- SCALE TRENCH BO Conccrete Curb & Gutter\ Var I// - 201 / I L Asphalt Conc. Pavement 2" Min. Comp. Depth Crushed Surfacing Top Course 2" Min Comp. Depth Ballast or Selected Native Soils 6" Min. Compacted Depth SECTION A —A ---Nm WWWOMMM MEN Vertical Conc. Curb / / L Asphalt Conc. Pavement 2" Min. Comp. Depth Crushed Surfacing Top Course 2" Min Comp, Depth Ballast or Selected Native Soils 6" Min. Compacted Depth SECTION 13-13 SITE ADDRESS 2121 "D" STREET SE 5U#tVZY6R'- SADLER/ 13ARNARD and ASSOC., [me, 12714 VALLEY AVENUE E., SUITE "B" SUMNER, WASHINGTON 98390 (253) 826-8135 (888) 941-15" r-il 'T-r-M rAM—% — — I.- 31DES M 2 l4" to 2-1/2" ashed Rock Ic TRENCH SECTION e- e- Swale Ae VISIOAl'-S ©nt -Sivz&T 3A af-5 5- SHEET 3 OF Record Drawing Certification PROJECT REF: FAC01-0008 Theft Drawings Conform to the Contractor's construction records. These Ions are approved BLD01-0066 BLD01-0067 BLD01-0068 Pg proved for conformance with the y of Auburn s Engineering Division Engineering 6 y A04��� --r-YK-01 D a t e requirements. Title/Position 4574to-vine P Approved By Confermed by Cit4 0ate Date Approved A, Jr 0 0 C� Ln 0) 0 ro * U') F-- ON 0 V) :D :3 CD Z 000 > 0 < 0 r -0 ) ro < ry < (c) 0 0 ON -0 n 0 r-, D n in < <o 0 a < ry D LLJ a- ao 11-% 04 (C 1`0 LO C%4 C) U5 n I X0 LLJ n ry 0 LLJ LIJ n 0 V) I MO is F -E)nREs 1 L,25 j 9N2 PF " o-i I I 0p *6' !r a. "�W, a 4 mt�, 09 0 ;L 0 1 (a 41 a- a I 0 Fis 0-i 1 `I: of S ._ APH I C SCALE 40 so ( IN FEET ) EX. 1 inch = 20 ft. _ SHEDga' _ _N89.53'36"E 118.88' _ CB #1 10' WATER — TY. 1 W/ GRAZE ESMT. - RIM= �99.98 99.a9 ,y> k� a IE= 98:50 (6") 96.'f� IE= -96 0 (Ir) 74.0 �p II 10' WATER 11 ESMT. F PROPOSED ctr/ctr 8" PVC, SDR 35 ,!, •� 0 S=0.0% w DUPLEX (PERFORATED) I f i l jI • ... / HIf v}Y � � I L ICD_ �� l I z I I W r CONSTRUCT 10OLF I I � 10` WIDE X 3' DEEP CD PROPOSEDLLJ DUPLEX � � xr- � • . ( INFILTRATION TRENCH PER DTL. 2/3A EX. ,� 1 HOUSE wl u I I I CD I N89°53'351 32.00' — — — o I CB #2 N89°53'36"E I uu.00' z— — — — — — TY. 1 W/ SOLID LID .: RIM=-99.6- 99.4•5 Uj IE= -96.69 (6") 96. 30 C ! IE= -96 98~ C1 'oo ! al Ln _ 1 PROPOSED — — — 15' WATER DUPLEX ,/:,.:..;$ lf*T. I : W+ 00 aye; 0 POMMMMMMMMM BIOSWALE SOD MIX LO COMMON NAME PERCENTAGE w Linn Perennial Rye Grass 40% Creep Red Fescue 40% Highland Colonial Bent Grass 10% White Dutch Clover 10% Note: Installation procedures per manufacturer's recommendations. BIOSWALE SOD AND HYDROSEED INSTALLATION NOTES: t. PROVIDE 6" MIN. TOPSOIL. 2. IRRIGATE AS NECESSARY UNTIL FULLY ESTABLISHED. 8 � Z J W Q Ao BIOSWALE SOD o I or3.10' WIDE BIOSWALE GRADE PER (6' WIDE) � m®0.5% o SHT. 3 U 48 v, HYDROSEED HYDROSEED W PAVING, EX. GRADE=_'.fit 2y.��M 1v MFX t qX I 3N• 3o MIL _ CaEo BEM O7I 3H:1V MAX. MIN. EL.= 98.0 INITIAL 6" DEPTH { . EL.= 95.0 INFILTRATION TRENCH PER DTL. 2/3A 1 SECTION - BIOSWALE & INFILT. TRENCIJ 3A SCALE: N.T.S..: FILTER FABRIC ON ; TOP AND SIDES MIN. 12 DEPTH TO GRADE s : 100YR FLOOD EL.= 97.8 3/4" TO 2-1 /2" WASHED ROCK 01021 w.- INVERT EL.= 96.0 ;: - CUM W TRENCH BOT, EL.= 95.0: NO WATER TABLE OR 10' 8" PVC, SDR 35 CHEM W. GLACIAL TILL WITHIN (PERFORATED) P.A•D• 3 FT DEPTH m 2 DETAIL -INFILTRATION TRENCH 3A SCALE: N.T.S. - 3 co ram. r O w N W W - o N 5 SHEU TIU SST 3A OF Record Drawing Certification PROJECT REF: FAC01-008 STORM BLD01-0066 BLD01-0067 BLD01-0068 DRAINAGE These Drawings Conform to the Contractors Construction Records. These plans are approved for conformance with PLAN the City of Auburn's Engineering Division Engineering SuRvEyaR B !l��jz�/ requirements. C X S1�DLER / BARNAftD and ASSOC.,, InC, Date � SHEET N0. 12714 VALLEY AVENUE E., SUITE B Title /Position: .St!/^✓Eye • c c iva Approved By. SUMMER, Tel gem Confirmed by City. Date Approved: 8''!b —t�/ r. Date SCALE 105 ea aD J, a 0 a * @ r, * ] L*41 12 0 V 1 4 0 Q�w --�tq-fltw- SSCO #I * a RIM J02.32. I.E. 98,34-f- 91 " 4 ,,, 4 0 2 • a ® 0 4 Q 0 a & 0 BD 0 0 0 9 a a 18 0 LF Etpr PVC SW '35 " LO '0.57. - Q a a 0 a 0 a 0 Is P Q 10 0 6-1' Water "S to, 1+, • SSMH #IUU9— Type,, #1 48' Dl RIM 101.1 h ICE '(E)' -0.! LE. <N>3 97.E 4 Q Is 0 906�1;04qdl <1 55 i5 qt z QF k1 138 LF 6' DI Class 52 - ft- LF `081*P1%C QS-D l`l' 3`5 @5 0 C, QP qP it a QP Q1 IV A? Q V 0 C- i. Url Sta 3+15 EXIST `SSMH '41009 17 RIM, 10,?.07 I.E. 96,69' U-7-? CORE DRILL "'AND RECHANNEj- . . EXIST, MA HOLE CONNECTION "TO` BE ..MADE ;WITH KOC-N-SEAL BOOT Sta 3+15 EXIST SSMH #1009-17 RIM 102.07 I.E, s%,67 CORE DRILL AND RECHANNEL EXIST, MANHOLE CONNECTION TO BE MADE WITH KOC-N-SEAL BOOT SITE ADDRESS 2121 "D" STREET SE -5jjjq %ooeyojR : SAWR / DkRNARD and A 12714 VALLEY AVENUE E SUMNER, WASHINGTO14 (253) 826-8135 (ON) 9414SO 4ter Meter'Per COA Detail 04ASM-3 Typ, 6"'klaces) 1' Water Typ. 3 Pl es) ?iWll iN R IV rA 4*Ad i NOW 0.-e Yq A JIMA 4' ap &6MJ)' 0-" Removable Thrust Block Per COA Detail OMEN& (-?) r rk, P p1m 4w/e I DI Mass DETAIL A NTS FIRE SPRINKLER NOTES SPRINKLER SYSTEMS SHALL MEET THE FOLLOWING REQUIREMENTS, A. FIRE LINE TO BE SIZED BY FIRE PROTECTION ENGINEER. , B, BACKFLOW PROTECTION IS REQUIRED ON FIRE SPRINKLER LINES, C, A SEPARATE DETAILED PLAN OF THE FIRE SPRINKLER SYSTEM SHALL BE APPROVED BY THE FIRE MARSHALL, IN ACCORDANCE WITH WAC 212-80-010, A VALVE WILL BE INSTALLED ON THE SPRINKLER LINE TO ISOLATE THE SYSTEM FROM THE CITY'S WATER SYSTEM WHEN REQUIRED FOR REPAIR, Record Drawing Certification These Drawings Conform to the Contractor's construction records. B y —64 Date Title/Position Confirmed by Cites Diat SHEET 4 OF PROJECT REF: FAC01 -0008 BLD01-0066 BLD01-0067 BLD01-0068 These plans are approved for conformance with the City of Auburn s Engineering Division Engineering requirements. cP 4A61ol ved By QAcs�- -S:!t9 Approved - 9 /�d- z 0 0 Ln 0 — . in F— 0 C) V) Crr to 0 (j 0 OC) > 0 < C) -0 < 0 k CY (10 C) (-) N 1 0 N n 0 r--- :3 n ro < (.n 14- tn-- 00 0) < 0 4 cv ry • 0) :3 C LLJ d>- - ob tN u) < C14 ry C r- 0 1-1 M E)PM- 1, / 23 / 200 �F 'd 0-11 j 0 )(jr oi(��611