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HomeMy WebLinkAbout05D1811TABLE OF CONTENTS SHEET C-1.0 COVER SHEET SHEET C-2.0 SITE PLAN SHEET C-3.0 STORM & GRADING PLAN SHEET C-4.0 UTILITY PLAN LEGAL DESCRIPTION DESCR/PT/ON. PARCEL NUMBER, • 0301500360 LOT K, CITY OF AUBURN LOT LINE ADJUSTMENT NUMBER LLA-0020-94, RECORDED UNDER RECORDING NUMBER 9412130489, IN KING COUNTY, WASHINGTON (SAID LOT LINE ADJUSTMENT BEING A RE-RECORDING OF INSTRUMENT RECORDED UNDER RECORDING NUMBER 9411021521). CONTAINING 1.02 ACRES, MORE OR LESS. LEGEND (Note: All Items may not appear on drawing) Proposed Sanitary Sewer Manhole Existing Sanitary Sewer Manhole QS Proposed Storm Drain Manhole Existing Storm Drain Manhole Proposed Cleanout O Existing Cleanout O Proposed Water Meter B Existing Water Meter Proposed Water Valve ►. Existing Water Valve oa Proposed Fire Hydrant Y Existing Fire Hydrant 27 Existing Blowoff Proposed Catch Basin (type 1) 13 Existing Catch Basin (type 1) ❑❑ Proposed Yard Drain Existing Yard Drain Proposed Catch Basin (type 11) A Existing Catch Basin (type 11) Power Pole f Power Pole w/guy Existing Electrical Junction Box Light Pole Existing Light Pole Proposed Boundary Line Existing Property Line Proposed Sanitary Sewer Line -S- Existing Sanitary Sewer Line - -S- - Proposed Storm Drain Line -SD- Existing Storm Drain Line SD Proposed Waterline -W- Existing Waterline - -W- - Proposed Gas Line -G- Existing Gas Line - -G- - Proposed Power Line -P- Existing Power Line - -P- - Proposed Telephone Line -T- Existing Telephone Line - -T- - Grading Ridge Line R Finish Contour -90- Exist. Contour -90 Stream or Ditch Flowline Fence Filter Fabric Fence (Silt Fence) --- CF ----- 0- Clearing Limits Monument Rebar & Cap �. Section Corner Existing Asphalt Proposed Asphalt Concrete Building or Structure-.' Gravel UNAUTHORIZED CHANGES AND USES THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR NOR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. /N THE £VENT THAT INCONSISTENCIES ARISE /N THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL STOP WORK IMMEDIATELY. THE CONTRACTOR SHALL NOT PROCEED FURTHER UNTIL RECEIVING WRITTEN VERIFICATION AND APPROVAL TO MAKE CHANGES TO THE PLANS BY THE ENGINEER OF THESE PLANS. THE CONSTRUCT/ON CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCT/ON PRACTICES, THE CONSTRUCT/ON CONTRACTOR WILL BE REOU/RED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. THIS INCLUDES SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONS7RUCT/0N CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECT/ON WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. ENGINEER'S NOT£ TO CONTRACTOR: INFORMATION CONCERNING THE EXISTENCE AND LOCATION OF ANY UNDERGROUND URLIT/ES, PIPES AND/OR STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERT/CAL AND HORIZONTAL LOCATION AND SIZE OF THOSE UTILITIES, SHOWN OR NOT SHOWN ON THE PLANS. cO DBM CONSULTING ENGINEERS, 2002 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM CONSULTING ENGINEERS AND HAS BEEN FURNISHED IN CONFIDENCE AND IS SUBJECT TO THE TERMS OF A SEPARATE SECRECY AGREEMENT BETWEEN DBM AND THE RECIPIENT. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DBM IN WRITING. AUBURN RED ROBIN NE 114 SEC 23, T WP 2 IN, RGE 4E, W. M. CONSTRUCTION REQUIREMENTS A. THE GENERAL CONSTRUCTION REQUIREMENTS FOR THE CITY OF AUBURN SHALL BE THOSE CONTAINED /N THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICAT/ON FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCT/ON, " CURRENT EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY. B. ALL PLANS AND CALCULATIONS SHALL BE PREPARED, STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED PROFESSIONAL CIVIL ENGINEER. C. PROPERTY SURVEYS SHALL BE PERFORMED AND STAMPED BY A WASHINGTON STATE LICENSED PROFESSIONAL LAND SURVEYOR. D. ALL PLANS AND CALCULATIONS SHALL Of NEAT, UNCLUTTERED, LEGIBLE, AND /N CONFORMANCE WITH THE REQUIREMENTS HEREIN. E. WHERE APPLICABLE, SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PR/OR TO CONSTRUCTION. F. THE CONTRACTOR SHALL ADHERE TO ALL APPLICABLE CITY DEVELOPER SPECIF/CATIONS AND STANDARD DETAILS. IT SHALL BE TH£ RESPONSIBILITY OF THE APPLICANT TO OBTAIN THIS INFORMATION AND PASS IT ON TO THEIR CONTRACTOR FOR CONSTRUCTION PURPOSES. FA/LURE" TO DO SO WILL BE GROUNDS FOR NONCOMPLIANCE TO CITY REQUIREMENTS. DEVELOPER SPECIFICATIONS AND STANDARD DETAILS SHALL BE ON -SITE DURING CONSTRUCTION. G. THE CONTRACTOR SHALL PROVIDE THE CITY OF AUBURN WITH COMPACTION TEST RESULTS PRIOR TO THE INSTALLATION OF UTILITIES. LI C-3 CONSTRUCTION SEQUENCE I. PR£-CONSTRUCT/ON MEETING W/TH THE CITY OF AUBURN. 2. ESTABLISH SUBGRADE FOR PARKING LOT AND FOUNDATION. J. INSTALL UTILITIES INCLUDING LIGHT POLE BASES. 4. REMOVE TEMPORARY EROSION CONTROL PIPS AT TIME OF INSTALLATION OF PERMANENT STRUCTURES. 5. COMPLETE CURB, GUTTER AND SIDEWALK. 6. PAVE THE PARKING LOT. 7. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED /F APPROPRIATE ONLY ON APPROVAL OF A CITY INSPECTOR. 0 o 0 0 0 SUPERMA LL WAY o (INTERNAL PRIVA TE ROAD) o 0 0 0 0 15TH STREETS. W. (PRINCIPAL ARTERIAL) VERTICAL DA TUM 1. CITY OF AUBURN BENCHMARK NUMBER 33-R.• RAILROAD SPIKE IN POWER POLE AT SOUTH SIDE OF 15TH STREET SOUTHWEST, SECOND POLE EAST OF UNION PACIFIC RAILROAD TRACKS. ELEVATION: 89.50 (NAV088) 2 CITY OF AUBURN BENCHMARK NUMBER 33-L: NEAR SOUTH EDGE OF STREET LIGHT BASE AT THE NORTH SIDE OF 157H STREET SOUTHWEST, SIXTH STREET WEST OF UNION PACIFIC RAILROAD TRACKS. ELEVATION: 84.13 (NAV086) BASIS OF BEARING THE NORTH LINE OF THE NORTHEAST 114 OF SECT/ON 7.• S89''52 "00 E. W qQ:� C) GRAPHIC SCALE 0 15 30 60 1 inch = 30 feet SUR VE YOR S NOTES NO TES.- 1. ALL SURVEY INFORMATION WAS PROVIDED TO DBM CONSULTING ENGINEERS BY THE FIRM OF BUSH, ROED & H/TCH/NGS, INC. IN THE FORM OF SURVEY DOCUMENTS CREATED ON THE 7fh OF OCTOBER, 2002. DBM CONSULTING ENGINEERS DOES NOT REPRESENT OR WARRANTEE THE /NFORMAT/ON CONTAINED /N THIS SURVEY. Z THE SURVEY WAS CONDUCTED ACCORDING TO THE DESCR/PT/ON SHOWN, FURNISHED BY CHICAGO TITLE INSURANCE COMPANY, COMMITMENT NO. 1035610, DATED APRIL 2, 2002. THE EASEMENTS SHOWN OR NOTED HEREON RELATE TO THIS COMMITMENT. CUT & FILL CUT=23CY FILL =1,127CY CALL BEFORE YOU DIG 1 800-424-5555 VICINITYMAP CANYp R� AUBURN CONTACTS %NG/PLANNI, AARON MEILLEUR, PE (PROJECT MANAGER) DAN S/EGR/ST (DESIGN ENGINEER) ROBERTA MARTA (PROJECT PLANNER) DBM CONSULTING ENGINEERS 502 f 61H STREET NE, SUITE 312 AUBURN, WA 98002 (253) 887-0924 (PHONE) (253) 887-0925 (FAX) SURVEYOR. JEFF MCMANUS BUSH ROED dt H/TCH/NGS INC 2009 MINOR AVENUE EAST SEATTLE, WASHINGTON 98102 (206) 323-4144 WATER SEWER.• CITY OF AUBURN 25 WEST MAIN STREET AUBURN, WA 98001 (253) 931-3010 POWERVGAS.• PUGET SOUND ENERGY 22828 68TH AVENUE SOUTH 1102 KENT, WA 98032 (888) 225-5773 TELEPHONE.• U.S. WEST COMMUNICATIONS P.O. BOX 12480 S£ATTLE, WA 98111 (800) 244-1111 TRAFFIC: TRANSPORTATION CONSULTING NORTHWEST 1607 E. MAIN STREET AUBURN, WA 98002 (253) 931-0506 (PHONE) (206) 664-1144 (FAX) OWNE CL/ENT.• AUBURN VALLEY LLC (GWD) TOM KRUEGER, KEVIN SONNEBORN 6840 FORT DENT WAY, 050 SEATTLE, WASHINGTON 98188 (206) 243-4911 (PHONE) (206) 243-8382 (FA)0 ARCHITECT.- CAMERON FULTZ CB ANDERSON ARCHITECTS 7209 GREENWOOD AVENUE NORTH SEATTLE, WA 98103 (206) 782-2911 CABLE:• TC/ CABLE 4020 AUBURN WAY NORTH AUBURN, WA 98002 (877) 824-2288 FIRE:• CITY OF AUBURN FIRE DEPARTMENT 1101 D STREET N.E. AUBURN, WA 98002 (253) 931-3060 (253) 931-3055 FAX GEOTECN/CAL ENGINEER.• TIM ROBERTS ZIPPER ZEMAN ASSOCIATES INC. 18905 33RD AVENUE WEST SUITE 117 LYNNWOOD, WASHINGTON 98036 (425) 771-3304 SCHOOL: AUBURN SCHOOL DISTRICT 915 47H STREET NE AUBURN, WA 98002 (253) 931-4900 REFUSE SERVICE. RST DISPOSAL 701 2NO STREET NW AUBURN, WA 98002 (253) 833-3333 GENERAL NOTES 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" (2000/LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S CONSTRUCTION STANDARDS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253-931-3010 TO SCHEDULE A MEETING. 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR, UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF 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). 5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY DATE TITLE/POSITION: CONFIRMED BY CITY. DATE h THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS GP 1-1,7-0) APPROVED BY: Qx,*� �..� DATE APPROVED: CB ANDERSON ARCHITECTS 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 • • • • • • • • • ■ PROJECT NO.: 609.0 DRgff ISSUES Permit Issue: XX/XX/XXXX Designed By: D. Siegrist Drawn By: D. Siegrist Checked By: A. Meilleur Approved By: D. Mower PROTOTYPE 99.8 BEND DESIGN TITLE SHEET SHEET: C-1.0 OF: 4 Legere d (Note: All Items may not appear on drawing) Proposed Sanitary Sewer Manhole 0 Existing Sanitary Sewer Manhole 0 Proposed Storm Drain Manhole Existing Storm Drain Manhole Proposed Cleanout O Existing Cleanout o Proposed Water Meter B Existing Water Meter 9 Proposed Water Valve ►� Existing Water Valve oa Proposed Fire Hydrant Y Existing Fire Hydrant Y7 Existing Blowoff Proposed Catch Basin (type 1) 13 Existing Catch Basin (type 1) 0 Proposed Yard Drain Existing Yard Drain Proposed Catch Basin (type 11) 0 Existing Catch Basin (type II) Power Pole All� Power Pole w/guy Existing Electrical Junction Box Q Light Pole Existing Light Pole Proposed Boundary Line Existing Property Line Proposed Sanitary Sewer Line —S— Existing Sanitary Sewer Line — —S— — Proposed Storm Drain Line —SD— END PROPOSED _ SIDEWALK LOT r " DRAINAGE EASEMEN REC. #9508020357 Existing Storm Drain Line SD Proposed Waterline —W— Existing Waterline — —W— — Proposed Gas Line —G— Existing Gas Line — —G— — Proposed Power Line —P— Existing Power Line — —P— — Proposed Telephone Line —T— Existing Telephone Line — —T— — Grading Ridge Line —R Finish Contour —90 Exist. Contour —90 Stream or Ditch Flowline Fence X X Filter Fabric Fence (Silt Fence) 6 Clearing Limits Monument Rebar & Cap �• Section Corner �} Existing Asphalt Proposed Light Traffic Asphalt Proposed Heavy Traffic Asphalt Concrete Building or Structure k Gravel w 011, A UB URN RED ROBIN NE 1/4 SEC 23, TWP 21N, RGE 4E, M-1 7" t-1 ACC "D" ACDUAI T t-nKlr%DCTC -r \wl\VJI ILL./ 1\\!\if\ UP1JL VVVI\JL T YPICAL LIGHT TRAFFIC PA VEMENT SECTION Not To Scale SAWCUT AND REMOVE EXISTING VERTICAL CURB Z" /%I ACC "D" ACOUAI T iVnKi(\DCTC T YPICAL HEA V Y TRAFFIC PA VEMENT SECTION Not To Scale v -z GRAPHIC SCALE 0 10 20 40 "O!!!� Horizontal Sccle: 1 inch = 20 feet dP RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY DATE TITLE/POSITION: CONFIRMED BY CITY. DATE m 0 PROJECT REF: BLD ,102-0290 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS CP �-17-03 APPROVED BY:,�jrtnnra DATE APPROVED: I"Zl—o3 CB ANDE SON ARCHITECTS 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 �tss F-^�x fW V 4 —._ ±tee • • • • • • I• • PROJECT NO.: 609.0 DOCUMENT ISSUES Permit Issue: XX/XX/XXXX 1111MWARZ1061 Designed By: D. Siegrist Drawn By: D. Siegrist Checked By: A. Meilleur Approved By: D. Mower PROTOTYPE 99.8 BEND DESIGN SITE PLAN SHEET: C-2.0 OF: 4 Z.eg"end (Note: All Items may not appear on drawing) Proposed Sanitary Sewer Manhole 0 Existing Sanitary Sewer Manhole OS Proposed Storm Drain Manhole Existing Storm Drain Manhole Proposed Cleanout Existing Cleanout o Proposed Water Meter B Existing Water Meter N Proposed Water Valve ►� Existing Water Valve oa Proposed Fire Hydrant Y Existing Fire Hydrant �f Existing Blowoff Proposed Catch Basin (type 1) 13 Existing Catch Basin (type 1) ❑❑ Proposed Yard Drain Existing Yard Drain Proposed Catch Basin (type II) Existing Catch Basin (type 11) Power Pole f Power Pole w/guy �> Existing Electrical Junction Box C? Light Pole Existing Light Pole Proposed Boundary Line Existing Proprty Line - Proposed Sanitary Sewer Line -S- Existing Sanitary Sewer Line - -S- - Proposed Storm Drain Line -SD- Existing Storm Drain Line -SD- Proposed Waterline -W- Existing Waterline - -w- - Proposed Gas Line -G- Existing Gas Line - -G- - Proposed Power Line -P- Existing Power Line - -P- - Proposed Telephone Line -T- Existing Telephone Line - -T- - Grading Ridge Line R Finish Contour -90- Exist. Contour -90 Stream or Ditch Flowline-T Fence Filter Fabric Fence (Silt Fence) Clearing Limits Monument Rebar & Cap QQ Section Corner Existing Asphalt Proposed Asphalt Concrete x Building or Structure Gravel A UB URN RED ROBIN NE 1/4 SEC 23, TWP 21 N, RGE 4E, W. M. SV PEPMALL WAY A 1 MA COHS EDLECUB & GUTTER TO VATION OF EXISTING (INTERNAL PRI VA T ROAD) STREET CONDITIONS - - ---- - --- -as- - -SD EX. C8 (TYPE II) a EANOUT.f: 6 - .P'1�C f RIM=84.42 S=1 03C ` 85.88HP 86.50FG RIM=87.56 IE (N)=79.4 f 86.92FG 86.80FG IE=85.0 < `i 86.30FG � o IE (W)=79.0 87 IE (S)=78.9 i 85.49HP 85.63HP 86.29TA _ 86.91BW�° 0 87.45FG 7.30FG' \ 86.42BW \,Sy ✓ 86.30TA c�i�°I° ni 87.25FG CB #4 (TYPE 1) 86.93E �2-4:1 50 57FG 84.89RM G 85.13TA 85.40TA 87.16BW N 87.18FG a r / CLEANOUT 5 f 86.31 TA so ° �C RIM=87.56 i `1 A F 0 IE=85.56 85.93TA v 86.77BW i II 85.18TA 85.42 Iloilo 85.52HP TA f5� i° I 0 86.43FG 1 ov> �REVERSED PITCH 18g 87.04FG 2.3% v7 ` CURB &GUTTER �° 2. rl,86.55FG ;_ n R R R 86.07BW �i R #� a � 1• �; � i ,x - - - - - - - - - - - - - - MI7', / ao 85.80RM 86.21 ILL CB #3 (TYPE 1) 85.93TA 5 ��-�► N CLEANOUT 87.14RM U) RIM=86.55 8 IE=83.99 87.13RM FF=87.5G =7 I w 198.9QF- � ICI 71 L.F. 6" PVC SD S=3.27, 86.63FG SD So SID CONNECTION �S� 86.47FG 5� r� 84.89RM 1•s� OM INTERIOR IE=84.20 6.18'' 6 i i X o� 12 L.F. PVC q (i� 85.49HP U SD S= . % FF=86.99 > �� 87.30HP R R R R R I � CLEAN OUT N CB #2 (TYPE 1) RIM=87.02 8 OHP a = �►� %'Jill o IE=84.37 6.90FG LL-Cn -t REVERSED PITCH N 11- JG 1 CURB & GUTTER �c Q �° 23 L F ' 6LO " /y X 8 .78BW "� N� 99FG c,� PVC SD n - u 84.81RNA 8S 85.44TA �D - 87.37FG 8 i - ,___._. - 18,F. 12" 85.15TA 85.42TA 61 �' n , n PVC SD 87.64HP 87.3 G 87.41FG S1.3% 8 .13TA S 6' g" ` PVC S S=1.0% o'er n YARD DRAIN ` CB #1 (TYPE 1) 55 F. SD SD C1 (TYPE 86.) 0 II S -so - - W/ CLOSED LIDO 12_ 4 L.F. sf�" PV�-sD2.0 so s 86. 4BW CIE=85.40 So sD�- YARD DR N (TY E 9) �87.30H#"j e 85.37TA 85.1$TA a 85.69TA 85.98TA YARD, -DRAIN ----- - 85.09RM RIM=86.74 85.24 \ 85.75TA� 1=&4.3F - / ® (T 99 r DRAIN _(TYK _ __ --- _ E 8 867 8 M=86 EX. CB-<TYPE-ttj -- R 56 -_RiM-$Z -77 ..___ ___ � IE-84.86 -SD - - 00=78 6 _ ___.. _ _.. i38.1 CHIP ; 1 amp ___-._IE W =78.2 - - ----- IE (SE)=79.3 - - - - - - 8,5-- 15TH STREETS. W. EX. (TYPE I) PRINCIPAL ARTIXI L) RIM-85.20 IE=83.20 I I i f a t 2'0% __ _ -_ SIDEWALK FF 87.57 DELIVERY VEHICLE RAMP PROPOSED GRADE � � i _ I _ >------- 1 - - -- -- ---- - _ - -- _ _ - - _ - --- ---------- _ �- - ` 1.5% - --__-- _�--- - - - - - - - -- - - - - - EXISTING GROUND 85.37LP 84 f 87.00HP In 1.52 _ I NOTE: TEMPORARY GRADING EASEMENT WILL NOT BE REQUIRED BECAUSE THE ACIIJACENT RI20PEF#1•Y I� OWNf=O , ____ � BY THE OWNER OF { THIS PROJECT. { M SITE CROSS SECTION 'A A rr 84 :• 84 76 124 L.F.; 6" PVC SU S=2.0% EXISTING 15"�- STORM DRAIN CB #1 RIM=85.09 IE (N)=80.32 IE (W)=80.07 IE �E, EXIST.)=80.07 1E-..-(E-; - PROP: )= 81.82 18 L.F. 12" PVC SD S=1.3% „ SD S=1.3% 2 L.F. 12 PVC CB #2 RIM=84.81 IE (N)=80.55 IE (S)=80.55 STORM DRAIN PROFILE SITE VOLUME TABLE.- UNADJUSTED CUT FILL NET SITE CU.YDS CU.YDS CU,YDS METHOD RED ROBIN TOTAL 23 1127 1104 (F) GRID ABBRE VIA TIONS BW BACK OF WALK FG FINISHED GRADE HP HIGH POINT LP LOW POINT RM RIM ELEVATION TA TOP OF ASPHALT Y '1i GRAPHIC SCALE 0 10 20 40 Horizontal Scale: 1 inch = 20 feet Vertical Scale: i inch = 2 feet In 72 L.F. 6" PVC SD S=2.7% t,D ffJ RIM=84.89 IE (N)=81.66 IE (S)=81.22 IE (E)=81.72 S=1.3% RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY DATE TITLE/POSITION: CONFIRMED BY CITY: DATE EXISTING GROUND AT CENTERLINE OF STORiv1---WA7i5T-- CB #4 RIM=84.89 IE=82.22 84 :o 76 PROJECT REF: BLD ,OZ-0290 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS GP 1-117-03 APPROVED BY: Uaienlall- DATE APPROVED: ) --41-6 3 C13 AND RSON ARCHITECTS 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 IN CC;'s • • • • • ■ • ■ ■ ■ ■ PROJECT NO.: 609.0 DOCUMENT ISSUES Permit Issue: XX/XX/XXXX il CL M 0 N 0 )ATE: 1/17/03 Designed By: D. Siegrist Drawn By: D. Siegrist -6 Checked By: A. Meilleur 0 Approved By: D. Mower E- C 0 ROTOTYPE 99.8 BEND DESIG STORM & GRADING PLAN o C, SHEET: C-3.0 OF: 4 1 f. 'T :-;I J . Z, egreXX d (Note: All Items may not appear on drawing) Proposed Sanitary Sewer Manhole 0 Existing Sanitary Sewer Manhole QS Proposed Storm Drain Manhole Existing Storm Drain Manhole Proposed Cleanout 49 Existing Cleanout Proposed Water Meter 19 Existing Water Meter N Proposed Water Valve ►� Existing Water Valve Pa Proposed Fire Hydrant W Existing Fire Hydrant Y'f Existing Blowoff Proposed Catch Basin (type 1) 13 Existing Catch Basin (type 1) ❑M Proposed Yard Drain Existing Yard Drain Proposed Catch Basin (type 11) Existing Catch Basin (type 11) Power Pole Ak- Power Pole w/guy Existing Electrical Junction Box 0 Light Pole Existing Light Pole J Proposed Boundary Line Existing Property Line — Proposed Sanitary Sewer Line —S— Existing Sanitary Sewer Line - -S- - Proposed Storm Drain Line —SD— Existing Storm Drain Line —SD— Proposed Waterline —W— Existing Waterline - -w- - Proposed Gas Line —G— Existing Gas Line - -G- - Proposed Power Line —P— Existing Power Line - -P- - Proposed Telephone Line —T— Existing Telephone Line - -T- - Grading Ridge Line —R— Finish Contour —90— Exist. Contour —90— Stream or Ditch Flowline Fence * Filter Fabric Fence (Silt Fence) Clearing Limits Monument Rebar & Cap 0 Section Corner Existing Asphalt Proposed Asphalt Concrete Building or Structure Gravel SANITAR Y NOTES. SEE CITY OF AUBURN DETAILS "SEWER-01" AND "SEWER-02" FOR FURTHER INFORMATION REGARDING SIDE SEWERS AND SEWER CLEANOUT CONSTRUCTION. WA TER KEY 1 WATER MAIN BLOCKING SEE DETAIL WATER-01 2 1 Y2" WATER METER AND SERVICE LINE INSTALLATION SEE DETAIL WATER-14 AND WATER-16 A UB URN RED ROBIN NE 1/4 SEC 239 TWP 21 N, RGE 4E, W. M. EXISTING 12" WATER —w— — — —w— — — —w— — — —w— --T — —w- - —w— — — —w— I EXISTING 2" WATER SERVICE — — — —S — — SUPERMALLS Y Y A — —S — — o EXISTINGS8" SEWER S — — ----5-- —S STA. 1+68 EXISTING 6" SIDE SEWER —,(INTERNAL PRIVATE ROAD) - EXISTING WATER METE VALVE (MJ) O x1t RGUW.CR REMOVE EXISTING PLUG AND CONNECT FIRE LINE TO EXISTING 8"x8%6" TEE (FL) Uj d N I� 001 ►Go 0ZI I? N I ��X X, X wl w 15TII STREETS. W. (PRINCIPAL AR TER IAL) 1A1 —W 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 UNDERGROUND FIRE SPRINKLER LINE SHALL BE APPROVED FY THE FIRE MARSHALL AND INSTALLED BY A WASHINGTON STATE CERTIFIED LEVEL "U" CONTRACTOR IN ACCORDANCE WITH WAC 212-80-010. A POST INDICATOR VALVE WILL BE INSTALLED ON THE SPRINKLER LINE TO ISOLATE THE SYSTEM FROM THE CITY'S WATER SYSTEM WHEN REQUIRED FOR REPAIR. WA TER NOTES A. WATER MAIN MUST HAVE A MINIMUM OF 42" OF COVER. B. A FIRE SPRINKLER LINE REQUIRES A SEPARATE DETAILED PLAN AND APPROVAL BY THE FIRE MARSHAL. CONTACT FIRE DEPARTMENT FOR REQUIREMENTS. i Z —w— — — —w — —w— — L Q d CV r —S— — —S— — --colz—IX —---T---- — ,-10 I UJI x EXISTING — STORM DRAINGS— I o STING AIR/VAC x , �W r 1� EXISTING 2" WATER — M— — — C EXISTING 12" SD— — STORM DRAIN / I boo w I v EXISTING —SD — — 3I S STORM DRAIN CV I d z En X I OI wl U, I I �I w "WATER EXISTING 16" WATER EXISTING w 6 — ----W— — — —w— �� PAVEMENT 24" DIAMETER CAST IRON MANHOLE RINGS WITH 4" SAMPLING PORT OR GRADE HEAVY DUTY COVERS. MINIMUM TWO REQUIRED. V CONCRETE ADJUSTMENT RINGS TO SUIT DEPTH OF INTERCEPTOR OPEN 4" INLET REINFORCED PRECAST CONCRETE —� 2"VEN T. SEE PLAN y LIQUID LEVEL H " 12" MIN. BAFFLES -� a 24" 24"x24"x8" MIN. CONCRETE PAD 2" VENT. SEE PLAN 6" MIN. STRAIGHT TEE 4"x4" SANITARY TEE J-� SEAL WATERTIGHT 4" OUTLET BED OF UNDISTURBED EARTH OR COMPACTED SAND BACKFILL: 4" - 6" DETAIL SHOWS GENERAL SCHEMATIC REQUIREMENTS. CONTRACTOR SHALL SUBMIT PROPOSED GREASE INTERCEPTOR INSTALLATION PLANS AND SPECIFICATIONS TO LOCAL AUTHORITIES FOR THEIR APPROVAL BEFORE ACQUISITION OF INTERCEPTOR. 4100 GALLON GREASE INTERCEPTOR DETAIL Not To Scale y -_4 GRAPHIC SCALE 0 10 20 40 Horizontal Scale: 1 inch = 20 feet Vertical Scale: 1 inch = 2 feet RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY DATE TITLE/POSITION: CONFIRMED BY CITY. DATE 6 PROJECT REF: BLD #02-0290 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS GP 1•47-03 APPROVED BY:'14aaftft.% _� - Uf DATE APPROVED: CB ANDERSON ARCHITECTS 1 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 • • • • • • • PROJECT NO.: 609.0 DOCUMENT ISSUES Permit Issue: XX/XX/XXXX IL1IMF1VIIIN Designed By: D. Siegrist Drawn By: D. Siegrist Checked By: A. Meilleur Approved By: D. Mower PROTOTYPE 99.8 BEND DESIGN UTILITY PLAN SHEET: C-4.0 OF: 4 OCD1811 CALL 48 HOURS BEFORE YOU DIG 1- 800- 424- 5555 N ,I*1ATERIAL TREE STAKES/ QDEADMEN 51ZE Oil CQUANT i T� GAL CUL AT I Oils G'���� TREE HOSE OR C1-IAINLOGK TIES Trees °Orz;ve�, WIRE ante 'd Provided Code req d ordinance req (25% size increase) TYPICAL ALL PLANTS 1 /2 " caliper min. 2" caliper min 2" caliper min. STAKING PLAN PLANTING PIT TWO TIMES Imo, �w SIZE OF ROOT BALL Sf Ir:.i�JS PRUNE ALL DISEASED AND Code Req'd Ordinance Req'd Provided remarks BROKEN BRANCHES • PLANTINGS 501E MIX TO BE (259ra size increase)1 A 2/3 TOPSOIL, 1/3 ORGANIC 2 gallon can min. 5 gallon can min. 5 ga lion can min. or Most _of the grasses are jnot e- i `G MATTER . �t 1/2" BLACK HOSE WITH 2-12GA TWISTED WIRE$ OR `� '• CHAINLOCK TIES 111 a 3-2"X2"XS'-m" STAKES (DECID) OR 3-2"X2"X3'-m" DEADMEN (EVERGSN) SECURELY DRIVEN INTO GROUND. 2" MULCH IN BASIN: 4 BEDS- TYPiCAL PLANTING DETAILS NOT TO SCALE - 50P5RMALL FLANT L i5T � -- _ symbcl5 botanical common name existing trees to remain - preserve 4 protect O existing Red Sunset Maple to be relocated • rubrum 'Red 5unset'/Red Sunset Maple Acer rubrum Red Sunset'/Red Sunset Maple s ize'root%spa cing/remarks 2" cal., B45, t25' o.c., replace exist. trees if moving not feasible 2' cal., 545, 30o.c. or as shown, clear trunk to 6' ht. L I I" v v Fraxi4 s angustifolis "Raywood'/Raywood Ash 2" ca ., B, shown, N L M �\ I clear trunk to 6' ht. M M M N <v� L ORNAMENTAL SHRUBS N N N N N A Abelia grandiflora 'Edward toucher'/ T \\� TRAS)a#- T (k Edward Gsoucher Abelia 5 gal. can, 4' o.c. T T Q B Berberis verruculosa/UIarty Barberry 5 gal. can, 4' c.c. T -4 Gc Camellia hiemalis 'Shishi-Crtashira'/ M M M y M T shishi-Ciashira (prostrate) Camellia 24" sp. min., specimen form E YC • • J Juniperus chinensis 'Tortulosa'/ C. PATIO M T IREp��B�I1 M Hollywood Juniper 24" ht. min., -1' o.c., full M F RRIGATION CONTROLS M •• ,w M Mahonia acluifolium 'Compacts'/ C,P Compact Oregon Grape 5 gal. can, 3' o.c. N 0 o N Nandina domestica/Heavenly-bamboo 5 gal. can, 3' O.C. 13 M N o � M N N I O Osmanthus delavayi/Delavayi Osmanthus 5 gal. can, 4' o.c. N N cn P Pinus mugo '51owmound'/Dwarf Mugho Pine 5 gal. can, 3' c.c. G Y L lauracerasus 'Mount Vernon'/ L N - MounVernonVe non Laurel 5 gal. can, 4' c.c. N N m Q ORNAMENTAL GRASSES M M w Carex buchananii/Leatherleaf Sedge i gal. can, 2' oz. M OVERHEAD THE C L ;. Os Cortaderia selicana/Pampas Grass 5 gal. can, 8' c.c. C Cortaderia s. 'Pumila'/lvcry Feathers P. G. 5 gal. can, 4' o.c. o L G''t'9V iiN Elymus magellanicus/Magellan UJheatgrass i gal. can, le" o.c. F< p T ERHEAD TRELLUS O O O G ? Festuga Blue Fescuea 'Elijah Blue'/Elijah _OCATION A G A U C 1 gal. can, 12" o.c. A A q G A x Imperata cylindrica 'Rubra'/Japanese N C A A G G O : w O Blood Grass i gal. can, 12" o.c. N N O N A A G Stip a tennui5sima/1"iexican Feather Grass i gal. can, 3' c.c. „ O O A N G o 3 GROUNDGOVER -plant in triangular pattern .' O O C N N .:� I p \\\\ Arctostaphylos uva-ursi/Kinnikinnick c •' ; G N :.:. N 1 ga 1. can, 2' o.c. • • o Fragaria x 'Lipstick'/Lipstick Strawberry 4" pots, 18" o.c. BERM TO -REMAIN :� l �•` \�\ Rubus pentaloba/Creeping Rubus 1 gal. can, 2' o.c. Seasonal Color display appropriate to the eason and approved by Owner .. 4" pots, 18" o.c. G Waldsteinia fragariodes/Barren Strawberry ;.• - ,37� cn `� Sodded Grass (y.T F \ / :,. '�e7 2� Zs; , si.G. W NOTES - _ , INT `J � ./ I•; •\, y- ,. •� Y• •� a ' J, 1. Meet all the requirements of the City of Auburn :LINE 2. Refer to architectural and civil drawings for additional information. x . • t4o Su 6S?YN71oN of t�gl►.1ERUA-t-- CasrzE r"/o a, Rt1TE1� T MtSS/ot-I r'10NU1✓IENT:5iGA1 crrr OF Avt3UR, fl�..rrw1�N6 vEPr• t S87'07.56"W 5.1l ,'E) LIC IT POLE -= / O , - (E) TRAN IT I r 3 - 15th 5 r• 5X - LEGEND 4::� FLOOD LIGHT 0 BOLLARD LIGHT LOW POLE LIGHT PROJECT REF: BLD #02-0290 NORTH PARKING LOT LIGHT 'r\_J THIS PLAN SHEET REFLECTS THE CITY OF LAND5C,4FE FL/4NTING FL ANROCKS AND BOULDER5 AUBURN'S MIN/MUM LANDSCAPING OWNER FURNISH AND INSTALL REQUIREMENTS SCALE: 1 " = 20' (E) = EXISTING APPROVED BY: 2AQ9 4- HERMINA EHRLICH DESIGNS landscape crchitectLre & site pb rrg 713 north 73 street segttie, wa 98103 Phi 206-784-8604 Fx 206-789-8955 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 PROJECT NO.: 609.0 DOCUMENT ISSUES Permit Issue: XX/XX/XXXX 3 1-16-02 2 1-6-02 DATE: 11/18/02 Checked By: PROTOTYPE 99.8 AUBURN LANDSCAPE PLANTING PLAN SHEET: ��� 33 DATE APPROVED: 04'i7.OZ Ll ml CALL 48 HOURS BEFORE YOU DIG 1- 800- 424- 5555 SCALE: 1 " = 20' y k (Fa = EXISTING HERMINA EHRLICH DESIGNS crchtecture & site pl rring 713 north 73 street seattie, wo 98103 Ph 206-784-8604 Fx 206-789-8955 IRRIGATION SCHEDULE EXISTING IRRIGATION WATER METER m existing water meter - 1" size assumed - see civil 1= verify meter size, condition and location TIE-IN A55EMBLY 1" Febco 805"r double check valve assembly 3/4" quick coupling valve for winterizaton CONTROLLER Rain Bird 12-5tation Controller - ESP-12LX Plus locate as directed in service area AUTOMATIC RAIN SHUTOFF + Rain Bird Rain Check locate as directed on roof ZONE VALVES sure u one 0 O 1" Rain Bird Pressure Regulating Zone Valve - 100-PE5-PR5-D - for pots PIP — 11/2 " Schedule 40 PVC main line pipe Schedule 40 PVC circuit pipe - P unless otherwise indicated Sleeves Schedule 40 PVC under all pavement (not shown) size to be two pipe sizes larger than pipe contained place bare copper wire in all sleeves 2" wire sleeve (not shown) under all pavement, through walls and where main lire not present HEADS - half unless otherwise indicated pop -ups: 4" for grass, �o" For shrubs and seasonal color use PCS screens to modify spray radii as needed o Rain Bird 8' Spray - 18m4/18Q�o-8x-PCS • Rain Bird 10' Spray - 1804/180ro-IOx-PCS • Rain Bird 12' Spray - 1804/180(o -12x-PCS ■ Rain Bird 15' Spray - la04/180ro-15x-PC5 + Rain Bird Quarter Stream Bubbler - 150ro-5Q-5-PC5 Operational Data 1. DRAWING IS DIAGRAI" IATIC. Common ditch where possible. 2. Verify available pressure: Design pressure = 30 psi. 3. It is the Contractor's responsibility to determine quantities and to conform to the requirements of governing agencies. Zone Data zone gpm cgcV type 1 22.9 yes shrub 2 22.4 no shrub 3 4.7 no ea ona I color Q 4 15.8 yes shrub 5 19.5 no shrub 6 9-7 no s ru _1 20.0 no shrub Q8. Lies rass rass 20.5 yes rass 2 11 3.0 no pots 12 10.0 no crass NOTE THE IRRIGATION DRAWINGS ARE DIAGzRAMATIC. FOR CLARITY, PIPES, HEADS AND/OR VALVES MAY BE SHOWN IN PAVED AREAS. ALL THE VALVES, HEADS AND PIPES SHALL BE WITHIN THE PLANTED AREAS UNLESS CROSSING PAVED AREAS. THE VALVES AND CROSSINGS LOCATIONS SHOWN ARE AS CLOSE TO THEIR "REAL" POSITIONS AS IS POSSIBLE WITHIN THE CONSTRAINTS OF THE DRAWINGS. ALL PIPES UNDER PAVEMENTS SHALL BE SLEEVED. PROJECT REF: BLD #02-0290 THIS PLAN SHEET REFLECTS THE CITY OF AUSURN'S MINIMUM LANDSCAPING REQUIREMENTS APPROVED BY: DATE APPROVED: 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 :PROJECT NO.: 609.0 DOCUMENT ISSUES Permit Issue: XX/XX/XXXX 1-6-02 UAIt: 11/1t5/UZ Checked By: PROTOTYPE 99.8 AUBURN LANDSCAPE IRRIGATION PLAN SHEET: Ll m2 F_ O%TD i811 AUBURN RED ROBIN CALL BEFORE YOU DIG 1 800-424-5555 TABLE OF CONTENTS SHEET 1 COVER SHEET SHEET 2 PRE -LOAD AND TESC PLAN LEGAL DESCRIPTION DESCRIPTION: PARCEL NUMBER.0301500360 LOT K, CITY OF AUBURN LOT LINE ADJUSTMENT NUMBER LLA-0020-94, RECORDED UNDER RECORDING NUMBER 9412130489, IN KING COUNTY, WASHINGTON (SAID LOT LINE ADJUSTMENT BEING A RE-RECORDING OF INSTRUMENT RECORDED UNDER RECORDING NUMBER 9411021521). CONTAINING 1.02 ACRES, MORE OR LESS. LEGEND (Note: All Items may not appear on drawing) Proposed Sanitary Sewer Manhole 0 Existing Sanitary Sewer Manhole 0 Proposed Storm Drain Manhole Existing Storm Drain Manhole Proposed Cleanout Existing Cleanout Proposed Water Meter B Existing Water Meter Proposed Water Valve ►• Existing Water Valve >a Proposed Fire Hydrant W Existing Fire Hydrant 71 Existing Blowoff Proposed Catch Basin (type 1) 13 Existing Catch Basin (type 1) ❑❑ Proposed Yard Drain Existing Yard Drain Proposed Catch Basin (type 11) 0 Existing Catch Basin (type II) 0 Power Pole Power Pole w/guy Existing Electrical Junction Box Light Pole Existing Light Pole Proposed Boundary Line Existing Proprty Line - - Proposed Sanitary Sewer Line -S- Existing Sanitary Sewer Line - -S- - Proposed Storm Drain Line -SD- Existing Storm Drain Line -SD- Proposed Waterline _W_ Existing Waterline - -W- - Proposed Gas Line -G- Existing Gas Line - -G- - Proposed Power Line -P- Existing Power Line - -P- - Proposed Telephone Line -T- Existing Telephone Line - -T- - Grading Ridge Line -R- Finish Contour -90- Exist. Contour -90- Stream or Ditch Flowline Fence N X Filter Fabric Fence (Silt Fence) Clearing Limts� Monument Rebar & Cap O Section Corner Existing Asphalt Proposed Asphalt Concrete Building or Structure Gravel SUR VEYORS NOTES NOTES: 1. THE SURVEY WAS CONDUCTED ACCORDING TO THE DESCRIPTION SHOWN, FURNISHED BY CHICAGO TITLE INSURANCE COMPANY, COMMITMENT NO. 1035610, DATED APRIL Z 2002. THE EASEMENTS SHOWN OR NOTED HEREON RELATE TO THIS COMMITMENT. VER TICAL DA TUM 1. CITY OF AUBURN BENCHMARK NUMBER 33-R,• RAILROAD SPIKE /N POWER POLE AT SOUTH SIDE OF 15TH STREET SOUTHWEST, SECOND POLE EAST OF UNION PACIFIC RAILROAD TRACKS, Z CITY OF AUBURN BENCHMARK NUMBER 33-L• NEAR SOUTH EDGE OF STREET LIGHT BASE AT THE NORTH SIDE OF 15TH STREET SOUTHWEST, SIXTH STREET WEST OF UNION PACIFIC RAILROAD TRACKS. C DBM CONSULTING ENGINEERS, 2002 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM CONSULTING ENGINEERS AND HAS BEEN FURNISHED IN CONFIDENCE AND IS SUBJECT TO THE TERMS OF A SEPARATE SECRECY AGREEMENT BETWEEN DBM AND THE RECIPIENT. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DBM IN WRITING. % NE 114 SEC 23, T WP 2 IN, RGE 4E, W. M. CONSTRUCTION REQUIREMENTS A. THE GENERAL CONSTRUCTION REQUIREMENTS FOR THE CITY OF AUBURN SHALL BE THOSE CONTAINED IN AVE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATION FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, " CURRENT EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY. B. ALL PLANS AND CALCULATIONS SHALL BE PREPARED, STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED PROFESSIONAL CIVIL ENGINEER. C. PROPERTY SURVEYS SHALL BE PERFORMED AND STAMPED BY A WASHINGTON STATE LICENSED PROFESSIONAL LAND SURVEYOR. D. ALL PLANS AND CALCULATIONS SHALL BE NEAT, UNCLUTTERED, LEGIBLE, AND IN CONFORMANCE WITH THE REQUIREMENTS HEREIN. E. WHERE APPLICABLE, SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. F. THE CONTRACTOR SHALL BE ADHERE TO APPLICABLE CITY DEVELOPER SPECIFICATIONS AND STANDARD DETAILS. IT SHALL BE THE RESPONSIBILITY OF THE APPLICANT TD OBTAIN THIS INFORMATION AND PASS IT ON TO HIS CONTRACTOR FOR CONSTRUCTION PURPOSES. FAILURE TO DO SO WILL BE GROUNDS FOR NONCOMPLIANCE TO CITY REQUIREMENTS. DEVELOPER SPECIFICATIONS AND STANDARD DETAILS SHALL BE ON -SITE DURING CONSTRUCTION. G. THE CONTRACTOR SHALL PROVIDE THE CITY OF AUBURN WITH COMPACTION TEST RESULTS PRIOR TO THE INSTALLATION OF UTILITIES. SUPERMALL WAY (INTERNAL PRIVATE ROAD) 15TH STREETS. W. (PRINCIPAL ARTERIAL) UNAUTHORIZED CHANGES AND USES THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR NOR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. Af THE £VENT THAT INCONSISTENCIES ARISE IN THE PLANS OR SPECIFICATIONS, TH£ CONTRACTOR SHALL STOP WORK IMMEDIATELY. THE CONTRACTOR SHALL NOT PROCEED FURTHER UNTIL R£C£IV/NG WRITTEN VERIFICATION AND APPROVAL TO MAKE CHANGES TO THE PLANS BY THE ENGINEER OF THESE PLANS. THE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONSTRUCTION CONTRACTOR WILL BE REOUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. THIS INCLUDES SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. TH£ CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL ENGINEER'S NOTE TO CONTRACTOR.• INFORMATION CONCERNING THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, PIPES AND/OR STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION AND SIZE OF THOSE UTILITIES, SHOWN OR NOT SHOWN ON THE PLANS. CONSTRUCTION SEQUENCE 1. PRE -CONSTRUCTION MEETING WITH THE CITY OF AUBURN. Z FLAG OR FENCE CLEARING LIMITS INCLUDING TREE EASEMENT AREAS. 3. POST SIGN WITH NAME AND PHONE NUMBER OF TESC SUPERVISOR. 4 INSTALL CATCH BASIN PROTECTION AS REOUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCES). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SEDIMENT POND. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) f0. CLEAR REMAINDER OF THE SITE. 11. BEGIN EARTHWORK OPERATIONSS, 12. ROUGH GRADE FOR PARKING LOT dt PRE -LOAD. 13. SURVEY TO MEASURE PRE -LOAD PROGRESS 14. REMOVE PRE -LOAD MATERIAL UPON ORDER FROM GEOTECHH, 15. ESTABLISH SUBGRADE FOR PARKING LOT AND FOUNDATION. 16. INSTALL UTILITIES INCLUDING LIGHT POLE BASES. 17. REMOVE TEMPORARY EROSION CONTROL PIPES AT TIME OF INSTALLATION OF PERMANENT STRUCTURES. 18. COMPLETE CURB, GUTTER AND SIDEWALK. 19. PAVE THE PARKING LOT. 20. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND SUPS REMOVED IF APPROPRIATE ONLY ON APPROVAL OF A CITY INSPECTOR. GRAPHIC SCALE 0 15 30 60 1 inch = 30 feet VICINITYMAP AUBURN CONSUL TANTS/UTILITIES/SER VICES ENG/VEER/NG/PL ANN/NG/SURVEY/NG: "RON ME/LLEUR, PE (PROJECT MANAGER) DAN SIEGRIST (DESIGN ENGINEER) ROBERTA MARTA (PROJECT PLANNER) DBM CONSULTING ENGINEERS 502 167H STREET NE, SUITE 312 AUBURN, WA 98002 (253) 887-0924 (PHONE) (253) 887-0925 (FAX) SURVEYOR.• JEFF MCMANUS BUSH ROED 8' HITCH/NGS INC 2009 MINOR AVENUE EAST SEATTL£, WASHINGTON 98102 (206) 323-4144 WATEQ�SEWER.• CITY OF AUBURN 25 WEST MAIN STREET AUBURN, WA 98001 (255) 951-3010 POWER GAS• PUGET SOUND ENERGY 22828 687H AVENUE SOUTH 1102 KENT, WA 98032 (888) 225-5773 OWN£ /CLIENT.• AUBURN VALLEY LLC (GWD) TOM KRUEGER, KEVIN SONNEBORN 6840 FORT DENT WAY, f350 SEATTL£, WASH/NGTON 98188 (206) 243-4911 (PHONE) (206) 243-8382 (FAX) VMVIPA TRANSPORTATION CONSULTING NORTHWEST 1607 E. MAIN STREET AUBURN, WA 98002 (253) 951-0508 (PHONE) (206) 664-1144 (FAX) TELEPHONE.• U.S. WEST COMMUNICATIONS P.O. BOX 12480 S£ATTLE, WA 98111 (800) 244-1111 CABLE.. TCI CABLE 4020 AUBURN WAY NORTH AUBURN, WA 98002 (877) 824-2288 E(R£.• CITY OF AUBURN FIRE DEPARTMENT 1101 D STREET N.E. AUBURN, WA 98002 (253) 931-5060 (253) 931-3055 FAX GEOTECNICAL ENG/NEER: TIM ROBERTS ZIPPER ZEMAN ASSOCIATES INC. 18905 33RD AVENUE WEST SUITE 117 LYNNWOOD, WASHINGTON 98036 (425) 771-3304 SCHOOL: AUBURN SCHOOL DISTR/CT 915 47H STREET NE AUBURN, WA 98002 (253) 931-4900 REFUSE SERVICE.• RST DISPOSAL 701 2ND STREET NW AUBURN, WA 98002 (253) 835-5533 GENERAL NOTES 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRED APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, RIDGE, AND MUNICIPAL CONSTRUCTION" (2000/LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S PROJECT SPECIFICATIONS MANUAL, AND THE CITY'S STANDARD CONSTRUCTION DETAILS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253-931-3010. TO SCHEDULE A MEETING. 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OR ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTIFICATION, LOCATION MARKINGS AND RESPONSIBILITY FOR, UNDERGROUND FACILITIES OR UTILITIES. IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF 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). 5. PRIOR TO THE START OF CONSTRUCTION, A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. IF THE CITY BELIEVED THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AN AROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR FOR NEGLIGENCE CONNECTED WITH THEM. 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT. 9. INFILTRATION SYSTEM DESIGN BASED UPON THE FINDINGS AS OUTLINED IN THE SOILS REPORT BY CORNERSTONE GEOTECHNICAL, INC. DATED APRIL 25, 2002. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY DATE TITLE/POSITION: CONFIRMED BY CITY: DATE PROJECT REF: GRA ;f02-0018 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS C I)-)3-oz APPROVED BY: J Ann==� „.�:gk j.Lz DATE APPROVED: 11-13 •© Z Who, m p i 3 WS jb p p 4 Z Q O 7� � EXISTING CB (INSTALL CB PROTECTION) RIM 82.77 IE 79.3 (SE) IE 78.6 (N) IE 78.2 (W)„ „►-r= so- 85.37TA ,�, TEMPORAR Y INTERCEPTOR SWALE Y --f GRAPHIC SCALE 0 10 20 40 1 inch = 20 feet I O DBM CONSULTING ENGINEERS, 2002 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM CONSULTING ENGINEERS AND HAS BEEN FURNISHED IN CONFIDENCE AND IS SUBJECT TO THE TERMS OF A SEPARATE SECRECY AGREEMENT BETWEEN DBM AND THE RECIPIENT. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DBM IN WRITING. Not To Scale Legrerx d (Note: All Items may not appear on drawing) Proposed Sanitary Sewer Manhole Existing Sanitary Sewer Manhole Proposed Storm Drain Manhole Existing Storm Drain Manhole Proposed Cleanout Existing Cleanout 0 Proposed Water Meter 151 Existing Water Meter Proposed Water Valve ►� Existing Water Valve ua Proposed Fire Hydrant W Existing Fire Hydrant 27 Existing Blowoff Proposed Catch Basin (type 1) 13 Existing Catch Basin (type 1) 0 Proposed Yard Drain Existing Yard Drain Proposed Catch Basin (type II) 6 Existing Catch Basin (type II) Power Pole t Power Pole w/guy Existing Electrical Junction Box Light Pole Existing Light Pole 0 Proposed Boundary Line Existing Proprty Line A UB URN RED ROBIN NE 1/4 SEC 23, TWP 2 1 N, RGE 4E, W. M. SURFACE AREA DETERMINED 7 = - AT TOP OF WIER 1' MIN. 1.5' MIN. ' FLAT BOTTOM \ NOTE: TRAP MAY BE FORMED BY BERM OR BY PARTIAL OR COMPLETE EXCAVATION. Proposed Sanitary Sewer Line —S— Existing Sanitary Sewer Line — —S— — Proposed Storm Drain Line —SD— Existing Storm Drain Line —SD— Proposed Waterline —W— Existing Waterline — —W— — Proposed Gas Line —G— Existing Gas Line -- —G— — Proposed Power Line —P— Existing Power Line -- —P— — Proposed Telephone Line —T— Existing Telephone Line — —T— — Grading Ridge Line -R Finish Contour —90— Exist. Contour --90— Stream or Ditch Flowline �—�— Fence X X Filter Fabric Fence (Silt Fence) o Clearing Limtsx� Monument Rebor & Cap Qi Section Corner Existing Asphalt Proposed Asphalt Concrete Building or Structure, Gravel STING C8 z n,9N ) to (S) DG SPILLWAY ELE=82.90 X 1 4 MIN. TOP OF TRAP EL=85.3± 1' MIN. OVERFLOW � wx a Q L t 1' MIN. h7GEOTEXTILE RIPRAP 1' MIN. DEPTH, 2"-4" ROCK MIN. 1' DEPTH 3/4"-15' WASHED GRAVEL SEDIMENT TRAP CROSS SECTION Not To Scale 6' MIN. 1' MIN. DEPTH OVERFLOW SPILLWAY NATIVE SOIL OR COMPACTED BACKFILL GEOTEXTILE TOP OF TRAP EL=85.3± SPILLWAY ELE=82.90 1' MIN. DEPTH, 2"-4" ROCK MIN. 1' DEPTH 3/4"-1.5" WASHED GRAVEL SEDIMENT TRAP OUTLET Not To Scale FIL TER FABRIC FENCE INSTALLATION NOTES 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS, WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 8 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 3. A TRENCH SHALL BE EXCAVATED, ROUGHLY 6 INCHES WIDE AND 6 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, THE FILTER FABRIC AND A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 42 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 20 INCHES OF THE FILTER FABRIC SHALL BE EXTENDED INTO THE TRENCH AND SHALL NOT EXTEND MORE THAN 42 INCHES ABOVE THE ORIGINAL GROUND SURFACE. WIRE MESH OR FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 5. THE TRENCH SHALL BE BACKFILLED WITH 3/4-INCH+ MINIMUM DIAMETER WASHED GRAVEL OR PEA GRAVEL. 6. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED AND UPON APPROVAL OF THE CITY INSPECTOR. 7. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. EROSION CONTROL DETAIL REFERENCE 1 • SEE CITY OF AUBURN STANDARD DETAIL "EROSION-1" FOR CONSTRUCTION ENTRANCE INFORMATION. 2• SEE CITY OF AUBURN STANDARD DETAIL "EROSION-2" FOR FILTER FABRIC FENCE INFORMATION. 3• SEE CITY OF AUBURN STANDARD DETAIL "EROSION-3" FOR CATCH BASIN PROTECTION INFORMATION. EROSION CONTROL SEEDING NOTES - PURPOSE TO REDUCE EROSION AND SEDIMENTATION BY STABILIZING EXPOSED SOILS THAT WILL NOT BE BROUGHT TO FINAL GRADING OR PERMANENT COVER TREATMENT OR VEGETATION WITHIN 30 DAYS OF THE EXPOSURE. CONDITIONS WHERE PRACTICE APPLIES — PERMANENT STRUCTURES ARE TO BE INSTALLED OR EXTENSIVE GRADING OF THE AREA WILL OCCUR PRIOR TO THE ESTABLISHMENT OF PERMANENT VEGETATION. — EXPOSED SOIL SURFACES WHICH ARE NOT TO BE FINAL GRADE WITHIN 30 DAYS. — AREAS WHICH WILL NOT BE SUBJECTED TO HEAVY WEAR BY CONSTRUCTION TRAFFIC. — AREAS SLOPING UP TO 10% FOR 100 FT. OR LESS. DESIGN CRITERIA/SPECIFICATIONS — TIME OF PLANTING— DURING THE TIME PERIOD BETWEEN APRIL 1 THROUGH JUNE 30 AND SEPTEMBER 1 THROUGH OCTOBER 31. (NOTE: IF PLANTING BETWEEN JULY 1 AND AUGUST 31, IRRIGATION MAY BE REQUIRED. IF PLANTING BETWEEN NOVEMBER 1 AND MARCH 31, MULCHING WILL BE REQUIRED IMMEDIATELY AFTER PLANTING.) — SITE PREPARATION— BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKE/SWALES, LEVEL SPREADERS AND SEDIMENT BASINS. — SEEDBED PREPARATION— THE SEEDBED SHOULD BE FIRM, BUT NOT COMPACT, WITH A FAIRLY FINE SURFACE FOLLOWING SURFACE ROUGHENING. SURFACE ROUGHENING SHOULD BE DONE AT RIGHT ANGLES TO THE SLOPE AND PREFERABLY "CAT WALKED" UP SLOPE. — FERTILIZATION— AS PER SUPPLIER'S RECOMMENDATIONS. DEVELOPMENTS ADJACENT TO WATER BODIES AND WETLANDS MUST USE NON —PHOSPHORUS FERTILIZER. — SEEDING— APPLY THE FOLLOWING MIXTURE TO THE PREPARED SEED BED AT A RATE OF 120 LBS/ACRE: PROPORTIONS PERCENT PERCENT NAME BY WEIGHT PURITY GERMINATION REDTOP (AGROSTIS ALBA) 10% 92 90 ANNUAL RYE (LOLIUM MULTIFORUM) 40% 98 90 CHEWINGS FESQUE 40% 97 90 (FESTUCA RUBRA COMMUTATA) (JAMESTOWN, BANNER, SHADOW OR KOKET) WHITE DUTCH CLOVER 10% 96 90 (TRIFOLIUM REPENS) FOR OTHER SEED MIXES, USE LOCAL SUPPLIER RECOMMENDATIONS WITH APPROVAL FROM THE CITY OF AUBURN. 11HYDROSEEDING" APPLICATIONS WITH APPROVED SEED —MULCH —FERTILIZER MIXTURES MAY ALSO BE USED. — MAINTENANCE— SEEDING SHOULD BE SUPPLIED WITH ADEQUATE MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER, OR ON ADVERSE SITES. WATER APPLICATION RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF. INADEQUATE AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO WATER. RE —SEEDING— AREAS WHICH FAIL TO ESTABLISH VEGETATIVE COVER ADEQUATE TO PREVENT EROSION SHALL BE RE —SEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED. EROSION CONTROL NOTES 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED SEDIMENTATION AND EROSION CONTROL FACILITIES INDICATED ON THE PLANS MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES. THESE FACILITIES SHALL BE MAINTAINED, AND UPGRADED IF NECESSARY, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM. 2. THE SOURCES FOR ALL MATERIAL IMPORTED TO THE SITE SHALL BE APPROVED BY THE CITY. 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED), SEDIMENTATION AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS AND THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL PONDS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL FOR THEIR REMOVAL HAS BEEN RECEIVED FROM THE CITY. 5. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY, TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. 6. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN THIRTY DAYS SHALL BE STABILIZED WITHIN TEN DAYS. FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN SEVEN DAYS SHALL BE STABILIZED IMMEDIATELY. SITE VOLUME TABLE UNADJUSTED CUT FILL NET SITE CU.YDS CU.YDS CU.YDS METHOD PRE -LOAD ONLY 2020 2020 (F) GRID RED ROBIN TOTAL 23 1127 1104 (F) GRID RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY DATE TITLE/POSITION: CONFIRMED BY CITY: DATE PROJECT REF: GRA j902-0018 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS CP 11-13-oZ APPROVED BY: V Ai1...•• DATE APPROVED: A-)q -0Z