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Home My WebLink About04D1747CITY OF AUBURN GENERAL CONSTRUCTION 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/APWA) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," (2000/LATEST EDITION) EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN 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 RESPONSIBLE TO DETERMINING THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL 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. LEGEND: EX. STORM LINE EX. CATCH BASIN TYPE 1 EX. CATCH BASIN TYPE II EX. SEWER LINE EX. SEWER MANHOLE EX. WATER LINE EX. FIRE HYDRANT EX. WATER METER EX. GATE VALVE EX. POWER VAULT EX. POWER METER EX. POWER POLE EX. GUY ANCHOR EX. SIGN EX. SPOT ELEVATION EX. CONTOUR EX. LUMINAIRE EX. BUILDING LINE EX. FENCE PROPOSED STORM LINE PROPOSED CATCH BASIN TYPE I ?ROPOSED CATCH BASIN TYPE II MAX. WATER SURFACE LINE DEAD STORAGE LINE PROPOSED SEWER LINE PROPOSED SEWER MANHOLE PROPOSED SEWER CLEANOUT PROPOSED WATER LINE PROPOSED FIRE HYDRANT PROPOSED WATER METER PROPOSED GATE VALVE PROPOSED SIGN PROPOSED SPOT ELEVATION PROPOSED CONTOUR PROPOSED BUILDING LINE PROPOSED CONCRETE PROPOSED ASPHALT PAVEMENT PROPOSED HEAVY ASPHALT PAVEMENT PROPOSED FENCE r-: 6" SEWER 8" WATER 61 N 10.00 ------- ---82---------- AUBURN VALLEY BRANCH for YMCA OF GREATER SEATTLE 1" =100' PORTIONS OF SECTIONS 24 AND 25 TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. KING COUNTY, -- , ;' it 4 - rT--if�t`r-_tea WASH 1 N G T O N CONSTRUCTION SEQUENCE• / r/ j, rr / r / r., .r } ; IO N jJ'Y r ' r r, r r; ' rr : r r AA ITzr / _J I a r r' ; rr f tAs, �• NEW YMCA BUILDING , i I IFF-Ota r � / , /, rr r , r , / r r c Fj ns� 4 1 i / R=230.00' s ...... . ... L=110.03' A=2T24'3'�`" �I CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. CALL BEFORE YOU DIG: 1-800-424-5555 UTILITY CONFLICT NOTE: CAUTION: LJ , :• .,y............ .............................. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 1. SCHEDULE AND ATTEND PRE -CONSTRUCTION MEETING WITH CITY OF AUBURN OFFICIALS. 2. FLAG ALL CLEARING AND GRADING LIMITS FOR PROJECT AS SHOWN ON THE PLANS. 3. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE. 4. INSTALL TEMPORARY FILTER FABRIC FENCE AS SHOWN ON PLANS. 5. CONSTRUCT INTERCEPTOR DITCHES WHERE SHOWN. 6. INSTALL TEMPORARY STORM DRAINAGE PIPES. PROVIDE RIP RAP AT OUTLET AND INLET WITH SEDIMENTATION PROTECTION. 7. INSTALL HAYBALES AND FILTER FABRIC AS SHOWN ON PLANS. 8. TIME LIMIT APPLIES TO ANY WORK PERFORMED IN THE CITY OF AUBURN ROW. CONTRACTOR TO COORDINATE WITH CITY OFFICIAL FOR TIMING OF ANY CONSTRUCTION WITHIN ROW. 9. PROTECT ALL PROPERTIES ADJACENT TO THE PROJECT FROM SEDIMENT DEPOSITION. 10. NO RUNOFF IS TO LEAVE SITE WITHOUT TREATMENT. 11. CLEAR AND GRADE SITE AMEND E.S.C. FACILITIES AS REQUIRED. 12. WHEREVER CONSTRUCTION VEHICLES ACCESS ROUTE CROSSES PAVED ROADS, CARE MUST BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT (MUD) ONTO THE PAVED ROAD. IF SEDIMENT IS TRANSPORTED ONTO PAVED SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. 13. WITH EACH LAYER OF FILL MATERIAL, INTERCEPTOR DITCHES AND T.E.S.C. FACILITIES MUST BE GRADED AND MAINTAINED TO PROVIDE POSITIVE SLOPE FOR DRAINAGE TO DISCHARGE POINT. 14. ALL DISTURBED AREAS AND EXISTING DITCHES WHICH HAVE BEEN EFFECTED BY GRADING OPERATION SHALL BE HYDROSEEDED UPON COMPLETION OF GRADING ACTIVITIES AND IN ACCORDANCE WITH GRADING AND TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES. 15. CONTINUOUS MAINTENANCE AND UPGRADE OF T.E.S.C. MEASURES, INCLUDING DUST CONTROL, SHALL BE PROVIDED AFTER FILL OPERATIONS ARE COMPLETED. 16. MAINTAIN E.S.C. FACILITIES UNTIL ALL RISK OF EROSION/SEDIMENTATION DRAINAGE HAS PASSED AND PERMANENT STORM DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONAL. DO NOT CONVEY SEDIMENT -LADEN WATER INTO STORM DRAINAGE SYSTEM. TEMPORARY EROSION & SEDIMENTATION CONTROL FACILITIES CAN REMOVED ONLY UPON FINAL SITE STABILIZATION AND APPROVAL FROM CITY OFFICIAL. AUBURN w GO Q Q 15th ST SW y SITE m Q a 29th ST S M S 360th ST € � w Q w 0 o cn �O a- ELLINGSON RD_ 8th ST E VICINITY MAP N.T.S. ARCHITECT: LANCE MUELLER & ASSOCIATES 130 LAKESIDE, SUITE 250 SEATTLE, WA. 98122 ENGINEER BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVE S. KENT, WA. 98032 UTILITIES CONTRACT PSE LEGAL DESCRIPTION; 6905 SOUTH 228TH STREET PROPOSED LOT 13 KENT, WA. 98032 ALL THOSE PORTIONS OF LOTS 8, 9, 12, 13, AND 14 OF CITY OF AUBURN LOT LINE GEOTECHNICAL ENGINEER ADJUSTMENT NO. LLA02- 01 ADJUS 0 5 AS RECORDED UNDER REC ORDING N0. 20020725001632, RECORDS OF KING COUNTY, WASHINGTON, BEING A PORTION OF KRAZAN & ASSOCIATES, INC. SECTION 24, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, KING 19501 144TH AVENUE N.E. SUITE F-300 COUNTY WASHINGTON MORE PARTICULARLY DESCRIBED AS FOLLOWS: WOODINVILLE. WA. 98072 1 1 COMMENCING AT THE SOUTHEAST CORNER OF SECTION 25, SAID TOWNSHIP AND RANGE; THENCE NORTH 89' 33' 10" WEST, ALONG THE SOUTH LINE OF SAID SECTION 25, A DISTANCE OF 519.40 FEET; THENCE NORTH 00, 26' 50" EAST, 20.00 FEET; THENCE NORTH 89' 33' 10" WEST, 1,453.04 FEET; THENCE NORTH 01' 12' 19" EAST, 1,299.17 FEET; THENCE NORTH 89' 22' 50" WEST, 638.13 FEET; THENCE NORTH 01, 10' 46" EAST, 734.47 FEET; THENCE SOUTH 87' 40' 57" EAST, 482.49 FEET; THENCE NORTH 88' 8' 30" EAST, 175.07 FEET; THENCE SOUTH 01' 09' 16" EAST, 175.10 FEET; THENCE NORTH 88' 50' 44" EAST, 502.22 FEET; THENCE NORTH 01' 09' 16" WEST, 1,327.45 FEET; THENCE SOUTH 58' 49' 13" WEST, 270.93 FEET; THENCE NORTH 01' 11' 00" WEST, 5,634.18 FEET TO THE NORTHEAST CORNER OF SAID LOT 14; THENCE SOUTH 88' 49' 47" WEST ALONG THE NORTH LINE THEREOF A DISTANCE OF 85.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 88' 49' 47" WEST ALONG SAID NORTH LINE A DISTANCE OF 303.00 FEET; THENCE SOUTH 45' 21' 00" WEST, 55.85 FEET; THENCE SOUTH 13' 18' 25" WEST, 66.29 FEET TO THE BEGINNING OF AN 885.00- FOOT- RADIUS CURVE TO THE RIGHT; THENCE ALONG THE ARC OF SAID CURVE, PASSING THROUGH A CENTRAL ANGLE OF 12' 55' 08", AN ARC DISTANCE OF 199.55 FEET; THENCE SOUTH 26' 13' 33" WEST, 923.09 FEET TO THE BEGINNING OF A 230.00-FOOT-RADIUS CURVE TO THE LEFT; THENCE ALONG THE ARC OF SAID CURVE, PASSING THROUGH A CENTRAL ANGLE OF 27' 24' 33", AN ARC DISTANCE OF 110.03 FEET; THENCE SOUTH 01' 11' 00" EAST, 280.96 FEET; THENCE NORTH 88' 49' 47" EAST, 912.07 FEET; THENCE NORTH 01' 11' 00" WEST, 1395.00 FEET; THENCE SOUTH 88' 49' 47" WEST, 10.02 FEET; THENCE NORTH 01' 10' 13" WEST, 75.00 FEET TO THE BEGINNING OF A 20.00- FOOT- RADIUS CURVE TO THE LEFT; THENCE ALONG THE ARC OF SAID CURVE, PASSING THROUGH A CENTRAL ANGLE OF 90' 00' 00", AN ARC DISTANCE OF 31.42 FEET; THENCE NORTH 01' 10' 13" WEST, 5.00 FEET TO THE POINT OF BEGINNING. HORIZONTAL AT DATUM; HORIZONTAL DATUM IS NAD 1983/91 PER INFORMATION FURNISHED BY THE CITY OF AUBURN. WE HELD CITY OF AUBURN GPS PT. NO. 129 FOR POSITION AND THE INVERSED BEARING (S01 TOWARD CITY OF AUBURN GPS PT. NO. 142. VERTICAL DATUM; VERTICAL DATUM IS NAVD 1988 PER INFORMATION FURNISHED BY THE CITY OF AUBURN. BENCHMARK IS CITY OF AUBURN BENCHMARK NO. 31-C; TOP OF BRASS MONUMENT AT 41 ST STREET SE AND "A" STREET SE. ELEVATION = 91.81 FEET. SURVEY NOTES; TOPOGRAPHIC PORTIONS OF THIS SURVEY WERE PRODUCED BY PHOTOGRAMMETRIC METHODS FROM PHOTOS DATED SEPTEMBER 7, 1997; THE MAPPING PREPARED BY WALKER AND ASSOCIATES UNDER JOB NO. 502-0107 AND DATED JANUARY 24, 2001. SPECIAL NOTES: SITE PLAN CREATED BY LANCE MUELLER & ASSOCIATES INDEX TO SHEETS: C1 OF 7 - COVER SHEET C2 OF 7 - DEMOLITION AND EROSION/SEDIMENTATION CONTROL PLAN C3 OF 7 - GRADING AND STORM DRAINAGE PLAN C4 OF 7 - STORM DRAINAGE DETENTION/WATER QUALITY FACILITY PLAN C5 OF 7 - WATERMAIN EXTENSION AND UTILITY COORDINATION PLAN C6 OF 7 - SANITARY SEWER EXTENSION PLAN AND PROFILE C7 OF 7 - CONSTRUCTION NOTES AND DETAILS 3. MA C WASH it- v LQ v � Q 2 h a�q m 2 2 2 a a = i Y U 2 2 Z m N •� Z L-1 LANDSCAPE PLAN L-2 LANDSCAPE PLAN L-3 LANDSCAPE PLAN L-4 LANDSCAPE PLAN L-5 IRRIGATION PLAN L-6 IRRIGATION PLAN L-7 IRRIGATION PLAN L-8 IRRIGATION PLAN NOTE. UNDERGROUND UTILITIES AND FEATURES DEPICTED HEREON ARE BASED ON FIELD OBSERVATION, MARKINGS, DEVELOPMENT PLANS, AND/OR AVAILABLE RECORD DOCUMENTS ONLY. THE TRUE LOCATION OF BELOW GROUND FEATURES, DETECTED OR UNDETECTED, SHOULD BE VERIFIED. Record Drawing Certification PROJECT REF. FAC #03-0018 \ o These drawings/ conform to the Contractor's construction records. �\ 39372 p �� BY � `- '�� Date 0• v 7 F�SFG S T ERG\�� Title/Position IONA L (4iO3 Confirmed by Clty: Date EXPIRES 09 13 04 These plans are approved for conformance with the City of Auburn s Engineering Division requirements. Approved By.• Date Approved. W W W 0 0 W _ rz v a r a C W /0 MIr W W W �- F- �' a J W Q V r > I L Uj W ZOZ� Q a� 0 m V OD inr Q � O y"- O U_ O w+ - O 0 - O 0 U _ _ Q v �j 0 cll > Z a -12 0 z U = Z 1 0 N C C j N p� U O 3 m v U Q 0 N Uj z> O zUj g V) w °- Z x Q L 0~ z w W N L_ :5z Q ® cV 00 z� M(D0000 Wz N I I wW LI) LO CD Z L0 N C14 z - Y 0 V) y 2T� .., OHv S Q Z c� z .� w 2 S' 5 8 0 coN d E W z' N Or 0o r 5 � o40 17y%7 TNT .n P.TrP m�. DEMOLITION AND TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN RIM=90.1 (MATCH EX. GRADE) IE=82.17 SADDLE NEW CATCH BASIN OVER EXISTING 27" STORM DRAIN. _. -- -11 .........,. STEAM HV-8 _-_-__________-m___r __ .X__}2921-96813----.__.¢__. PORTIONS OF SECTIONS 24 AND 25 TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. KING COUNTY, WASHINGTON \ '-•` `¢y ti`, . gat `,`, ''F'.,,,,,,,,,,,,, y ..,` \ � � ,'C.;,``, ` i � ;: ` "-' ."•. "ate ` `v ` GAS PORTS < v` 7 k kFZ _ _..._____W_... .......... it 90 eq M\ 90.— JT —10•F—-- 7--- .-1Q"F . 10F — ......_ _... r"^% ::..:::......._ -T . _..... w....._ l .. `0 .. .....ry ._.......�_... �..�...._ _��..8. _?x ..� ... .. ...... .....(TO REMAIN) _9_.. (T4.REMAIN) ..w_:.. —®— SAN - ^' —r- SAN (GSA)__ __ r SAN - �I EXISTING ASPHALT PAVEMENT BEYOND CLEARING LIMITS TOR MAIN. ` .X.`9C.o I CONSTRUCTION NOTES: O EXISTING FENCE TO BE REMOVED 02 EXISTING PAVEMENT TO BE PULVERIZED, ZQ GRADED AND USED AS SUB —BASE FOR NEW ASPHALT PAVEMENT. COMPACT PER GEOTECHNICAL J RECOMMENDATIONS. _ 03 EXISTING BUILDING TO BE DEMOLISHED AND REMOVED � ® EXISTING LANDSCAPING/PLANTER ISLAND TO BE REMOVED � O ® EXISTING PARKING CURB STOP TO BE REMOVED. (TYPICAL ALL) .0 ®EXISTING �Q EXISTING ACTIVE SANITARY SEWER SYSTEM TO REMAIN. O z 07 EXISTING ACTIVE STORM SYSTEM TO REMAIN. Z � (LO ® EXISTING ABANDONED WATER SYSTEM TO REMAIN IN PLACE.' U p EXISTING ABANDONED STORM SYSTEM TO REMAIN IN PLACE. \ W ALL EX. STORM SYSTEM. WITHIN FUTURE BUILDING ENVELOPE Z SHALL BE REMOVED E- 0 O 10 EXISTING ABANDONED BUILDING UTILITIES REMAIN IN PLACE. o Z 11 EXISTING ABANDONED FIRE HYDRANT TO BE REMOVED BY BOEING. j 4� Q 1© EXISTING ABANDONED INDICATOR VALVE TO BE REMOVED. 2 Qc Z Z 13 EXISTING ACTIVE COMMUNICATION CONDUIT TO REMAIN. PROTECT DURING 4 v m O W CONSTRUCTION ACTIVITIES. 0 14 EXISTING ABANDONED SANITARY SEWER SYSTEM TO REMAIN IN PLACE. 2 a J 0 15 EXISTING ACTIVE MANHOLE TO REMAIN. CONTRACTOR TO ADJUST RIM z Q O W TO NEW ELEVATION DURING FINAL GRADING ACTIVITIES. aq ZC C o, 16 EXISTING ABANDONED MANHOLE CB. ALL ABANDONED STRUCTURES SHALL BE FILLED WITH CDF OR LIKE MATERIAL. W O 1 EXISTING SITE LIGHTING TO BE DEMOLISHED. 2 Z 2 m 4. EROSION CONTROL MEASURES 0 O Ol PROPOSED SILT FENCE PER CITY OF AUBURN STD. DET. EROSION-02 r' \ '� 'n ®PROPOSED CLEARING LIMITS W 03 PROPOSED INTERCEPTOR SWALE WITH ROCK CHECK DAMS PER CITY OF AUBURN STD. DET. EROSION-05 ® PROPOSED CONSTRUCTION ENTRANCE PER CITY OF AUBURN STD. DET. EROSION-01 5O PROPOSED TEMPORARY EROSION AND SEDIMENTATION CONTROL POND ® PROPOSED TEMPORARY EROSION AND SEDIMENTATION CONTROL STRUCTURE PER DETAIL SHEET 2 GRADINGR I TRNOTES- 1. WITHIN TH 0 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 SOURCE 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 HAS BEEN RECEIVED FROM THE CITY OF AUBURN. 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 PROPERTY, NATURAL DRAINAGE WAYS. OR THE EXISTING STORM DRAINAGE SYSTEM MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE WHICH ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS, SHALL BE STABILIZED WITHIN 10 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 7 DAYS SHALL BE STABILIZED IMMEDIATELY. PECIAL CONDITIONS NOT 1. DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE OR EXCEPTED IN THE FIELD WHEN IN THE JUDGEMENT OF THE BUILDING OFFICIAL, SUCH SCHEDULE IS NOT WARRANTED: FROM APRIL 1 TO SEPTEMBER 30, ALL DENUDED AREAS AT FINAL GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN 10 DAYS. FROM OCTOBER 1 TO MARCH 31, ALL EXPOSED SOILS AT FINAL GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR TEMPORARY MEASURES. 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. 2. 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. THESE ACTIONS WILL BE GOVERNED AND DIRECTED BY THE BUILDING OFFICIAL. 3. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING ON SITE CONDITION. THIS ACTION WILL BE GOVERNED AND DIRECTED BY THE CITY OFFICIAL.. 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 48 HOURS IN ADVANCE OF THE TIME WORK WILL BE PERFORMED ON SATURDAYS, SUNDAYS, HOLIDAYS, OR OTHER THAN NORMAL WORKING HOURS. 5. ALL DENUDED AREAS OF THE ENTIRE SITE SHALL BE HYDROSEEDED AND MULCHED IMMEDIATELY, AS DIRECTED BY THE CITY IN ACCORDANCE WITH THE FOLLOWING CRITERIA: A. FOR SLOPES WITH A STEEPNESS LESS THAN OR EQUAL TO ONE UNIT VERTICAL TO ONE UNIT HORIZONTAL (1/1) PROVIDE HYDROSEEDING AND STRAW MULCHING IN THE MINIMUM AMOUNT OF 2 TONS PER ACRE (APPROXIMATELY 2 INCHES THICK). (REFER TO CONSTRUCTION SEQUENCE FOR PERIMETER BERM ESTABILIZATION CRITERIA). Record Drawing Certifico#ion PROJECT REF.- FAC #03-0018 W J 2r_ Z Q W W W f m W F- 00 CD Q WW�� JCc/��J V � W W = W) 04 Z Q "t D QZ O M 00 M D r O %P1= ti 0 U V) 0 N L. o U) �� r U i✓ > Q z z x z Z Y U a 2 O N = V) C.� U I— :D z > zOf O zg ii � J � Z x Q oLd z w W N :5Z Q O N 00 z_— 0 MLD00 �z N I I ww L0 U-) 3 Z LO �� w LO LO > N 00 Z U-iY N � N d. J X 0 V) Q Z � z u,i f� V � v J 5 k C0� P `: These drawings conform to the Contractors construction records. These plans are approved for conformance with the City of Auburn's Engineering Division requirements. ea- 6�I C"'"' RY �� CP - (V) 39372 p �� G��`� Title/Position Approved By - ��"�"` _ defy,CD Z t 1 p IONA L �� (1-II( EXPIRES 09 13 04 Confirmed by Clty: Date Date Approved.- ��03 O 0 T N V r� 0 N 0 N 0 N 0 N X 0 T 0 I I 0 U rN 0 0 N N Q0 0 E Q 0 I 0 o� c Q) Q) C C Q0 R 0 0 0 0 0 i a- LL dy0 1"7N2 1rA. r s / r : NE 30 DRIVE i ENTRANCE (PER;`/ ' ICITY OF Al1BURf4 %STD. DETAIL i s TRAFFIC-09)% Y. FH rr i 7� r . SSMH , RIM=89.30 IE=74.90 (15° N.) IE=75.05 (15" S) t, 1�4 SAWCUT EXI jN / EDGE OF Pi ell tr , REMOVE -;'ASPHALT ;PAVE4ENT GRADE;>;6ITCH TO CONTINUE STOW" FLOW ALONG,'NATURA a ' PAT4' SAWCUT ,TO C4EAT .. ij - NEW EDGE OF . PAVEMENT ! FIBER;'OPTIC COMM., t` 11 rs 11 R=� L=1 'I EX. SDMH RIM=90.07 IE=82.87 (27" CONIC. N.) IE=82.85 (27" CONC. SE.) , , , , 1 EX. COMMUNICATION MANHOLE ® EX. SDMH -V LC LQ ADJUST RIM TO NEW GRADE RIM=89.97� IE=77.22 (CONC. N.) 2 Z 2 a Q2 EX. SSMH IE=77.22 (CONC. S) as RIM=90.1 IE=82.02 (D.I. W) IE=85.97 NEW RIM=91.2 (D.I. E., SE) TO BE ABANDONED AND FILLED WITH O3 EX. TLMH CDF OR LIKE MATERIAL 2 2 2 ,� m ADJUST RIM TO NEW GRADE O9 EX. SSMH Nw SDH RIM=90.16EX, IE=76.71 (15" CONC. W) N o R M 90M65 IE=85.05 24" CONC. E) IE=76.66 (15" CONC. E) a� IE=85.03 24" CONC. W) IE=78.26 (12" D.I. S) PASS THROUGH IE=85.95 8" CONC. S) IE=78.36 (12" D.I. N) PASS THROUGH N - INSTALL SOLID LOCKING z° IE = 86.05 (12' CONC. SE) IE=86.35 (12' D.I. NE W/ GATE) ADJUST RIM TO LID & NEW GRADE I Q5 EX. SDMH 10 EX. SDMH RIM=90.20 RIM=90.42 IE=84.60 (24" CONC. E,W) IE=83.97 (27" CONC. W) IE=86.10 (8" CONC. S) IE=84.07 (24" CONC. E) INSTALL SOLID LOCKING LID & IE=85.42 (12" CONIC. N) ADJUST RIM TO NEW GRADE IE=85.77 (12" CONC. S) INSTALL SOLID LOCKING LID & © EX. SSMH ADJUST RIM TO NEW GRADE RIM=90.00 IE=76.37 (18" W) 000NC. EX. SDMH IE=75.65 (18" CONC. N) RIM=90.02 IE=77.70 " CONC. S) IE=83.52 (27" CONC. E,W) IE=83.00 �12 6"D.I. NE VERT DROP) IE=85.00 (12" CONC. S,E) INSTALL SOLID LOCKING LID & IE=84.92 (12' CONIC, N) ADJUST RIM TO NEW GRADE INSTALL SOLID LOCKING LID & ADJUST RIM TO NEW GRADE O7 EX. SDMH RIM=89.970 EX. SSMH IE=84.32 (27" CONC. W) RIM=90.32 IE=84.42 (24" CONC. E) IE=77.46 (18" CONC. E.) IE=86.22 (12" CONC. N) IE=77.61 (15" CONIC. S) INSTALL SOLID LOCKING LID & ADJUST RIM TO NEW GRADE 13 NOT FOUND. LOCATION PER BOEING AS-BUILTS I oLri CATCH BASIN TABLE: O1 NEW CATCH BASIN, TYPE 1 14 O NEW CATCH BASIN, TYPE 1 RIM=90.0 RIM=90.4 IE=88.31 (8" E) IE=88.08 (8" E) I, Q NEW CATCH BASIN, TYPE 1 15 NEW CATCH BASIN, TYPE 1 RIM=90.0 RIM=90.2 IE=88.06 (8" W, SE) IE=87.58 " S) $7.6 �12 IE=87.91 8"N, W) ® NEW CATCH BASIN, TYPE 1 RIM=90.0 16 NEW CATCH BASIN, TYPE 1 d IE=87.86 (8" S,W) $7,67 RIM=90.4 IE-87.98 (8" E) 87, 8,V I E ® NEW CATCH BASIN, TYPE 1 18 NEW CATCH BASIN, TYPE 1 RIM=90.0 RIM=90.20 I I E=88.24 (8" E) IE=87`33- (15" N) 157 , `L.C `.I ® NEW CATCH BASIN, TYPE 1 17 NEW CATCH BASIN, TYPE 1 . I RIM=90.0 IE=88.06 (8" W) EIM87 61 8" W) IE=88.06 (12" E) IE=87.28 12" N) S7, Zp D NEW CATCH BASIN, TYPE 1 18 NEW CATCH BASIN, TYPE 1 RIM=90.2 RIM=90.0 18 IE=•101;7-8# (12" W) $7.79 IE=87.33 (15" N, W) NEW CATCH BASIN, TYPE 1 19 NEW CATCH BASIN, TYPE 1 I RIM=90.9 RIM=90.0 IE=87:65 (15" W, E) 86.6�'' IE�87.69 (12" W, S, N) ':.;'� ' E O8 NEW CATCH BASIN, TYPE 1 NEW CATCH BASIN, TYPE 2, 48" RIM=90.0 2 EX, � % ` -_-�_-- RIM=89.9 IE=87.00 12" N r " IE=87.5E1 12" N, S 87. 3¢�15.�� ( ) IE=85.69 E) _ :.' O NEW CATCH BASIN, TYPE 1IE=85.44 18W) 1.4----;� C" RIM=89.8 �'i � 1 NEW CATCH BASIN, TYPE 2, 48" RIM=89.687. ------..R.., rtCB ,09C° 15" IE=95.'D-7 SS.00 E I 10 NEW CATCH BASIN, TYPE 2, 48" �18" WE IE=84.524" 9f. 6o IE-86.62 18" N $6. n0 0 RIM=90.0 " -, ,-•, I ;GAS �IORTS 1 / IE=86.93 15 N IE=�6 3 �18" S� $(,,90 © NEW CATCH BASIN, TYPE 2, 48" RIM=89.6 ° 11 NEW CATCH BASIN, TYPE 1 IE-84.56 (24" E, W) 84.2.0 Lo I /; RIM=90.0 " IE=88.23 (8 E) 3 NEW CATCH BASIN TYPE 2 48" RIM=89.6 00 I j', I 12 NEW CATCH BASIN, TYPE 1 RIM=90.2 IE=84.A6 24" E, W ( ) 83.95 I IE=88.24 (8" SE) 24 NEW CATCH BASIN, TYPE 2, 48" 4- 13 NEW CATCH BASIN, TYPE 1 RIM=89.6 IE=83.67 (24" E, W) RIM=90.2 ' IE=88.24 (8" CATCH BASIN, TYPE 2, 48" =89.6 " 83.37 24 E, W) FRIM=89.6 86.21 �12" NW) CATCH BASIN, TYPE 1 86.84 Record Drawing Certification y Q These drawings c form to the Contractor's construction records. 7 Date 39 72 p �Q11- 100, sS/oTitle/Position NA L E��' Vlf ��3 Confirmed by Clty: Date EXPIRES 09 13 04 PROJECT REF. FAC #03-0018 w J rz Z W W r N F m W F- C Q 0 W W 1: Lb Ja: �;J J LL LLj = N Z � 0 z f- M Fr D M = C r Q O LL 0 '*' n Q O N N a�� z > o 4 o ao 1 Z 0 2 Z 0 N 0 C j N c 3 v N 0 0 U Q u7 Ld Z > Z O:f O LLI (1) V) w �¢ Z x Q LL-gz Z LLJ w N Q � O cV cV N 00 U � Z 0 00 0-) cV co r- 00 > 0' z N I I ww Ln CN LO C�4 L w - 00 w Y�� 0V) These plans are approved for conformance with the City of Auburn s Engineering Division requirements. Gr Ap Approved By: f..Qivt�.• �, C <. z t14, Date Approved: 'Lo.5 -0 0 0 U co rn 0 0 0 N N QD 0 N 0 N X 0 T E 0 d- I I 0 U cn Ln 0 0 0 N Q0 0 hi Q 5 d i 0 c a� Q) i 0 i 0 0 0 0 i a_ aj o(ro 17417 STORM DRAINAGE AND DETENTION/WATER QUALITY FACILITY PLAN M EX. SDMH R=230.00' NEW 12' WIDE, 4" THICK, GRAVEL ACCESS RIM=90.07 L= 110.03' ROAD 0 20% MAX GRADE IE=82.87 (27" CONC N) IE=82.85 27" CONC S) A--27*24*33" 156 LF 24" PVC 0 0.30% MATCH LINE - SEE SHEET C2 ---------------------- - 1!�- =I .. C< 7 x x RIPRAP PAD 60x8m QUARRY SPALLS INSTALL TRASH RACK, x 0 ,NC N) 'N C S) RIPn Cxa F AT:; 24" STORM DRAJN--,. ".4 82.90 x x 1 =40T x 7 ID X 0 20 40 80 '7 x DETENTIONANATER QUALITY FACLITY SAWARY TABLE TOP OF POND EL.=89.00 MAX. W.S. EL.=88.00 STATIC WATER SURFACE EL.=83.00 DEAD STORAGE ELEVATION EL.=79.00 BOTTOM OF POND EL.=78.00 DETENTION VOLUME REQUIRED= (DEFINED BY BOEING D.A.)= 112,668 CF DETENTION VOLUME PROVIDED=118,000 CF WATER QUALITY VOLUME REQUIRED=40,510 CF WATER QUALITY VOLUME PROVIDED=43,587 CF FLOW (Q) DEV. FLOW TO POND POST DEV. POND OUTFLOW 2 YR 4.10 0.80 10 YR 7.04 1.65 25 YR 8.75 2.11 100 YR 10.67 2.58 Qv EX. MONITO' ING""' WELL TO TECTEb.; O'� J. DURING C N�gti x x x x J 3:1 L x A 'X x i , -,: ": , 3:1 :PL IEL ELEVATION _A x EX. COMMUNICATION, 91.67± UTILITIES /"X A PLAYFIELD ELEV TION x EX. SSMH X.4 ? 91.67± IM=90 .21 Y^A "�j, IE=78. 2" CONC x C3 N�;� S) IE=78.17 12" CO CN i 3:1 IE=78.36 TUVW 6S C� IE=78.56 8 O/NC E x 3:1 P 0 ED 45' LITY PROPOSED 15 X EASEMENT (PER CITY OF AUBURN C3 WATERMAN EASEMENT 0 STD. DET. EROSION-06) OEING) UTI1 GRAVEL FILTER BERM x AY IEL ELEVATION... BERM ;UBURN 3 3-1 ON _06) F4 3:1 EX. TELEPHONE,, Z x STATIC WATERMANHOLE C. SURFACE ELEV.=83.0 x, MAX. WATER r I I i?k RIP 3:1 SURFACE EL.EV.=88.0 i \ " -I a r-}- ( t / { r j 3:1 ,,,:SPA x x -IN-STA-L T�At RA eel ,AT�24 DROA'14; � , " � J:Ll I EX. 2" SANITAR SEWER TO BE ED IE=82.0 U AND MAINTAINED DURING CONSTRU5WN ACTIVITIES S17 M O)x NEW 1 1/2" 0 x IRRIGATION LINE x (BY BOEING) 3:1 JkATCr, TE 1! 3:1 1 5� STORM 1:1:': X� il LA$EML NI I � " i,:: I I i I --- t 4 82.0 Z11 912 �07' S4�'49'47*W L M C11 Oj MH EX. SS'€ps PEDESTRIAN TRACK 6' HIGH CHAINLINK FENCE IM 9Q.21 !IE=F (PER LANDSCAPE PLAN) PER ARCHITECTURAL PLAN I 9.0 1IE=79.f6 2 N I SEE NOTE Rim= on( OVERFLOW ELEVATION=85.75 100 YR. W.S. ELEV.=85.72 L --- 25 YR. W.S. ELEV.=85.42 10 YR. W.S. ELEV.=85.15 ELEV.=84.80 7 2 YR. W.S. ELEV.=84.27 ELEV.= 83.00 4, 49TUB 1,........ ..... E 8 4 - $3.. 1E=79.41 CONC X A 1 F �4- PVd a -7.149 -114 L NEW CATCH BASIN #26 TYPE 2-60" FLOW CONTROL STRUCTURE (PER DETAIL 1/C5 RIM=90.0 IE=83.00 38 LF 24" PVC 0 2.18% TYPE 2-60- RIM=90.1 (MATCH EX. GRADE) IE=82.17 SADDLE NEW CATCH BASIN OVER EXISTING 27" STORM DRAIN. 24" RISER ADJUSTMENT BRICKS (4n MIN., 16" MAX.) V. PIPE SUPPORT, 3"xO.090 GAUGE STEEL STRAPS BOLTED OR EMBEDDED 2" IN WALL, SPACED AT 3' MINIMUM, (TYP.) I ORIFICE ELBOW PLAN VIEW BOLT & SEAL BAFFLE TO RISER (AS REQUIRED) NOTCH WEIR WIDTH=0.65' NOTCH WEIR 24" INLET CUT IN RISE PIPE SECTION A -A SCALE: 1"=2' INVERT EL= 83.00 NOTES 1. PIPE SIZES AND SLOPES PER PLAN. STANDARD GALVANIZED 2. ALL BETAL PARTS SHALL BE GALVALUM, PIPE SUPPORTS (2 MtNj----- I STEEL LADDER/STEPS STAINLESS STEEL, OR PVC. 3x.090 GAGE BOLTED r.J4 OR IMBEDDED 2" IN WALL SEE KCRS DWG #39 3. FRAME (LID OPENING) AND AT MAXIMUM 3' SPACING. LADDER/STEPS SHALL BE ROTATED 4 SUCH THAT RISER IS VISIBLE FROM MINIMUM ONE SUPPORT. 04 TOP, LADDER/STEPS FUNCTION IS RESTRICTOR PLATE WITH ELEV.=79.0 CLEAR FROM RISER, FRAME IS CLEAR _j ORIFICE 0= 5 1/8- 4 < OF CURB. 4 4. IF METAL OUTLET PIPE CONNECTS EL.= 81.00 TO CEMENT CONCRETE PIPE, IT SHAOUTSIDE TYPE 2-60" DIAMETLLERHAVE SMOOTH EQUAL TO CONCRETE PIPESINSIDE rj--� FLOW RESTRICTOR CATCH BASIN #26 LES, TYPICADIAMETER OR 1/4- L. C5 NOT TO SCALE CITY OF AUBURN STD. DETAIL STORM-01 5. SHOW ALLOWABLE DISCHARGE, V F 7 OR EACH DESIGN STORM DESIGNATION. 24" OUTLET ROUND SOLID COVER MARKED "DRAIN". LOCKABLE UNLESS OTHERWISE APPROVED BY THE ENGINEER. 24" 0 BAFFLE FOR OIL/WATER. SEPARATION-1 NOTCH WEIR CUT IN RISER 1/8'/ U 94: .......................... I—: .................. I .......... : ............................. . .: ............................. : ............................. :... .............. . .......... ........................ ............................ ............................. 94 Uj ........ ....... ......... ......... ......... EXISTING GRADE ....... Z ..... ......... a-, o................................ ... ......... ..... ......... ......... .. ......... .. ..... .... .... cr...... ......... ......... ....... 90 . . .....* .. , .. ... .................., * ....... ...... ..: * .. * ............. ......... ...... .............. 90 ............. ... TOP OF ... . .................................. .. ...... .................................... POND=;iW-T ...... .... ........... .. ....... MAX. -W.S.:, EL=88.0 ......... .... .......... ....... ..... ...... ............ ...... ...... .. ........... ........ ........ ........ 86: MATCH EX. ........ ................... GRAVEL FILTER BERM ...... ........................ ............................. ............................. ..................... ......... : "'' * , , , " , * ...... ............ 86 GRADE AT �c ......... ......... ........ . CITY OF AUBURN .......... ...... . ..... ... ...... ........... : STD. DETAIL EROSION-06 .......... ...... ........... CJ ......... ............. ............. ..... ...... ......... .............. . ... ......... ....... ...... . ....... ........ STATIC W.S. ELEV,=83.0 ....... ................. ........ STATIC W.S.=83.0. ...... 82 ...... .......... ........... ............................. ..................... ....... ............................ ................................. ........... ....... 82 ...... a ....... ...... .6. PROPOSED GRADE ....... ........... : .... .: C� 0 .. ...... SECTION BOTTOM OF: POND-80.0 rBj0TTOM OF POND-80.6) NOTE-: *EXISTING GROUND WATER ELEVATION AT 70.0: PER GEOT CHNICAL .... UNE BOTTOM OF FIRST 78 ......... ENGINEERING INVESTIGATION DATED NOV: 14, 2002i PREPARED BY ......... ..CELL . OF ..POND.:WITR . 67. 78 KRAZAN AND ASSOCIATES, INC. MIN. DEPTH OF LEAN DETENTION POND SECTION CLAY SOIL B ��5 SCALE: 1-=40- HOR. 1 -=4' VER. 94: ....................................... .......................................... ......... ......... ........ .................................... ............. ................. ......... ......... ......... ..... 94 ......... ......... .... ...................... . PROPOSED: PEDESTRIAN TRAIL z ) ..... .. ...... : . SEE LANDSCAPE PLANS FOR DETAILS .......... ...... ... PROPOSED PLAYFIELD EL.* 91.67 90 ......... EXISTING ................: ........................................ GRADE ........ ... ............ 90 TOP :OF POND ......... ... ... .. ... . .... ..... ......... MAX W.S. ELEV.=88.0 ..... ... ... .............. 86: .. .................... .. ....... ....... a ................. :..p_ � � _ � - ... :.... � ...... ............ ...... 86 . ........... ...... ...... ......... ......... ..... .. ......... ................. . . .. ....... ....... . STATIC W.S.. LIEV.=83.0 ....... .......... 82 .. ......... ........ .............................. ......................... . ...... . ...... ......... ... ......... .......... ............. ........................ ............... ............................. .................... .... ........ ....... ......... .......... 82 A BOTTOM OF POND=80.0 ....... ......... ................... ........ ........................... ........ .......... .. 0R6IPO'§Eb:: GRADE ..... ........ .. ............. 0 -SECTION ... ... ......... .......... 78 ... ......... ............ ............................. ...... I .. ......... ......... ....... ............................. .................. .. ... ...: ............................. ..................... . 78 rA DETENTION POND SECTION A SCALE: 1 *=40' HOR. 1"=4' VER. il .2 > 0 oc CL 0 V) 4N7 At ■ c, . 6 z Record Drawing Certification PROJECT REF. FAC #03-0018 These drawings conform Contractor's construction records. These plans are approved for conformance with the City of to the Cont 7 0 041 Auburn's Engineering Division requirements. C-P. Z z < 0 _j P CL z W r-- _j W - W LL _j 00 crWa: O F_ VJ W _j -17 Z W W C0 0 a: M a: W a: n 00 0) W < _j W _j Elz > LL W W W) 14 C z 02 =5 M < o -, a; 0 M D T1_ V1_ 0 M.- LE a. C 0 L4 0 0 U V) ICI L. 0 4) > z N 0 z 0 z 01 04 ) > 041 -0 a 0 < 0 Q) x E C V) CD ,'I- 11 Uj C5 0 > o :!E Z Z :5 V) Cn LLj CI_ 7<j x < LL_ 0 I- ZzU-j LLJ Nz K) CN CN :5 M CT 10" c) C:) CN 00 N 00 r- coj:� � 5; 0 cl� '_1 NLd M CD 00 Of Z LU LU 00 LO U-) Z 5 z - LO C4 Csl F-1 , ,-� Ln LO z Ed C) Q) N 00 :Z7 C4 LLj N > E V) Q) 3tv/ CN E z 0 Q) 19L Da Title Position CD AppdB z D 0 CD C Confirmed by Clty. Date Dote Approved. .0 _0 qr- V) A; 0q0 17q? I it 'Q0*'6,f711v ,6e-ry 4 ta- .;-SERMr- " I / ii, / / J / : : . . / X'(" � / / j-, / j� "' 'J � : � ,�j — � �' i f , �� , / 2" IRRIGATION SERVICE IS I / - 1 !I ; . _� .., / ; / ; . - I , I /-, , / / , / / , � - : �, I . ") " )" J , : r_ . / / / / / " 1� "r- ( r-, � :: I I �_ .) b, / .-/- � I 1 2" DOMESTIC SERVICE Qz /I / / / / .S' / i. I/ , ,11 / / � // /11 I I',- _1�1_ -"-A-%-, _J-"I I (_ F0604 'VF_DLV,T ICE 'I / ? j,? / ( /I ,I / . , I , ,, 11, I \,-, � ,-, . � � ! i --'--'! V%A E41elz ) - _j " t I I/ ? I>- f / ,� , -11 il�11�1 " : : �-/ - � I � xf, // '! / / I �, I I INSTALL- Z3 �, I', .-�,, / , " / I . i 11 � :: , / �, I : : 11 / 1/j, ) I � / // I ) I : � 4j k, r_ e I ? 111// / I / I : : 4 : = : . I (1) 2- IRRIGATION V . D I � - I , : W 0 : : :1 - z ff 7 �11 / i � � ?Y, / / I ( . . M 11 '0 __ = �_` 'D I , \ I :�Z: � * - / /' / , 0 , i /, 11 I 1 40 '. ,� I / / I , . METER BY CITY WITH BIACKO�LXW C�. .T 11 / �/ i i / ,�/ I . : I i > � ii / i �' i ; I i I � : � : Q / � , ) �, : . "�,:, �' i 0) 0 20 40 80 i, i. / ,,, � _:�, ", / // / ,/ 'I : L'i : I a < �, , / .1 -,— �, 1: cr 11� � , I /v .�;nw _ W_-___...---- ------- ,;, �_ : PER CITY OF AUBURN STD. C4 �q \\ 7" e / / " I ... .... - - - - - - - - -- ---- - ---- - - - --- --- ---- --- --- --- --- ---- --- ---- - ._."'. �'. - _�__ � :� -1 L\\\\\ k\\0\\0\\\\0A / I / 1i / I ! : Z C - 4e / . I � . : �': I DET. WATER-06) ei 4_ ( I // i : 3- � , � � , / I ,�. I I : : j i , i , , / /I , " / ,,>, INSTALL, � : ., < EL )'� , _� / , / " I " / I/ I f : I I __ . , / I // / I _�� : I I� �' ;' / ,� / r I ,.' . I ? 1-12" CAP 0 cl,;, � 1.�� ,,,f 11 " " / � / I `% I I �: D� � INSTALL- 04 'A _� �: , 's "', / ? ,/, " I . I I ,I-- I I - _-FF - .1- . ... ... ... .... .. .. I - , (ni � I .1 , : � I I : I � i , I - , ,�_ � :I .: (1) 2- DOMESTIC 1�1 4� 1 / TEMP. BLOW -OFF ASSEMBLY i , 1�' � , iJTILITY AND - - - �,,,,,, - .... ... ... - , , - _ - - __ : - - . / �` �� // / I I I � � � � . X. I '. Z Z � // / I I � I METER W/ 3- SERVICE P iz ck� � '. � 11 ,� / 11 i� / _� � DRAINAGE EASEMENT f \ \\� fn% - . , // / - - , %JIP PER CITY OF AUBURN STD. Lij 1� � "I __ if -* I ; _\ 1% - - .2 (� 0 0 � I � DETAIL WATER-04 1 i: (BY BOEING) : / if/�/ il "I : I ; (PER CITY OF AUBURN ,�, I - — - I 0 Q: �: — , : , I � , '(1 U 11 � / / / I - � : 1 ? - � 11 ! :1 I WIDTH VARIES STD. DETAIL WATER-14) ,4 / 'i ;�,; .- /, // / , / , I I _� -% STAKE STUB. i _! i � I —0 zt U W F— � '-� � .11 ".�// If __ _> ; IQ Z. J , .. . if�t P j: : 4 (3 cr, L'i , / I ,5 n."! I � W E6 i, 1� I 1 /�/, / / I I : 4— 1 z < I 1,",,�� ' I — . I I `-;;;�� I " 4� Cj a- i:5 W Z � ", / ;, , --- N818*50'36E 248.89 1 '�l I I � �� , / , , I ,� "I .�, EX. FIRE HYDRANT; ,"' / I _ 1, _ _ _ ;, ; I _�., " J. . I � . � � 11 :, 1�, / I � � - , // . _�� i I / 11� I / . ----I - -t- : I /.TO BE REMOVED ,,,,,,/' NEW 8N, � STORM LINE / / . � I � i � � . � � : � : W) •: .( JA " �� 2 d ' , 4 I I i . I . .. ( i . n �, � � : . . _*___. Liz Q : ; __ __. � I : . I : : I : i . : . . 3 � i � 1 1 '. / , / I ' �SY BOEING ill/ / ... _�� , : . � ; I F_ — 11"// // i i,.�. I ! 0 ' / " - / ' BY BPEING/ /,/:, , I �� / -1 -�: I - 0___ : Iq - / / / , , , I , .� I I V . : i � : � : - 1? I , / 11 / / , _.� I 1_�,_ I : �1:: . 6 -, � 0- � 2 5 _Q x �j' / / -?" 11-.111 ,?,')'// EX. SSMH ,' / e� � :1 -, --- �_ 1. ii � 1 : :::: : , � � � � : ; : .� i . � W M " / I',' / I � ; _: � : � . . � �k� Ci Qt On , / I i", / I �� ,� , .."'. ;r : � : I I I FOR FUTURE DAYCARE : , I f / A / I I / " I I � I : I 1 � 1� � � � I I - ,/ I _T 1 . � I I 1. - - .. I / / I � ; o RIM=89.30 i, / 6 : . , � I I FACILITY . . "I , / ii� I , " � / I 1__, , _________11,_NTH 1. i� / / I. , E=74,�90 (I 5" N.) / _1i / , I � �:P � ! �:i _z z x t 9 . I�-/ 7ii, ),......I................N �' V�::, .�, �,... ... I, I, " _.__. /,"", -, - r.. - -�.. ... .1 ... . MW 11. - ...!-i 1 < e iI "I--- ,,,- - . I,�: � I / j / I , ? �__'�,_ - E . j'G'"UTILrrY 'EASEME"'' I" . :,,. -__ __ -1 ... .. . ... ..ei// I'll, ". " I ,,,, I __ � � . ��It"_'_ I—. ---! � 1 � (14 (),.� . I I - I _>11111; I �jl� i �4_ / / / ., 11�-',,] �, " ,izi"'I:� � ,�, II /j / / — " 1,1� � ',,,/ f, / I � I : P- -beJ . !I? /, ,�',cy� �, 3 1%� 0j/- / I 'I-, I�', cr�I//e I I I ,�// //; ",1", 0)Iji -6M ,� / / i/; ,/i, ,'-, , " 1-1 C14 - "? I / 1* j� !!; �-�- !iz I I ON DETAIL W1 14. z , i ., ./ , I- � : : : : :I / , I'll, " - � . . . , "i . I Ii �' I 1 /,I,A, . �17, - ii1\I: iMErER CONFIGU II, ,� , // __ : . . N88'50'30"E 241.88'1.�'i: L1_I / // / , -.I.:;�i 11, I.�:�; tI--I------- / 1,>0�7 I I : . � I at ", . � I I �4%'11 LY D. _, /1( ,"110_1I �,� ��1_�*./ �I � I--1 I II- __ 17 ,. , ,: � , i� � I _z `� �� I If I1111"�"",I/e/ ,�//�,�""" � '411I I M I 1,, / I i"I'V ; / 1.1 1, '� 1- I _""_�, ............... : ____ I .............. ......=1 .... 11 ....... 7 1. I -V �, //'� / f,�'l I � � _ .... - ...... _: ; C� _�� .33 _...... I SCALE: / i I / s I - - . � ------- __ 7� i ;1 : ; � ... I i (2 1 "=20' . I ---,.. ; � . : : . : : : . : - I 11 , 'IF : : 1 i j , , - , I .. I I : . , , , ; � . : . , .. ,_ . I I I . . . . I . . - /I . . , _T M I I I --- :_ � I . I I , lwr . 11 : : I , , f , P/1 / - : I I - t f 11 ,// // "I - � i I I ,� � v,", e, 11.1 11 I'll : L 11 : : !, 1� " ..- � `� 11�/ / " // ,/ / I , __ r--t ,1i ) /111 '1�"_, I � : .. : : : : : : : : 0 : �- ! I I : : I - U : i : I I . : : : ; : : : : �N � I // /,' i ,r r 1. ". : � 1-.1 0 (1jJxF ' : � . , . : : : : : : : I I 1� i 11 11 1 ", / I / Z "I , : 2 �6" 1TEEJ I I _-1-1. . 14111-11111.1 � : : : : . . ................... I '�i UN� J I / / .4 _,", : . , , 1'� ..... __FT-: . ... I : ::I ,. / 11 " I I VALVE ( " : , I '. r �� / / ell, / / ".� i 1 _"" t-,A# Vil FLLxMJ) .1i 0 "I / J, .'I- , : ;j : / ,/ / �' / i b / I I 7 ! I.- I � I 11�T ,ilx/ I 9 �' " : : ....... ---,-. �� - IF= � ? �,, / / ,/ -1 , 1 - 12- GATE VALVE (MJ) : _ � . �, I P I " / : i. , / I i "I � ), I ig I . 1\ ... "I * — ---- il _._. _. . : � I , , � 4 W) ,N -1 Z61 ." . : I i . . � . - Ir 11 I 11 i ,--' � V-tP`6� _-D'.rtXTENSIO`N' 1- - , I I i — � . i ................... - 6 I I . . : e I / / / � , . : � ;,. I I , / / I " I " 1-FIRE HYDRANT ASSEMBLY : . :ll � . �: 51 " / ( I � I ,,r / : ;, .. : : � R PITY! O� Au. 1� _--: � ,,--N � : — _Z'! I .GENERAL NOTE: . . i : : 1 1 : / � I . � : : : : : : -T . ' ' : : - � , /I/ "I . 11 , : : : : : : (PE BU �5 . .: __1�111_1_1 11., / � i . I I /e 11 1��' . : : . :� : - � . I : . : : : : - .1 : I .................... r I / I , - .i4 : : : z : : ' � q I., - - - -------- - 1. ! -1 ------ �. �. I I i k � 1� , I " q I- . : 1. i z ALL WATER LINES SHALL HAVE 42" COVER MINIMUM. � " . �.,-` -, , 4�� ,� : : : : : : i . : : : : : : : : �� : I . � : : : ; :I . . � � : 1� ; . : / i _� 17 / " 'c'. e � + : : : . :, . . . I . ......... I ......... . � .......... I , : . : : : i i I , : : : : : � -,,,, / Ir � , 40 : : � .4 ' I I e " " 4 ,_ ! / 4 � : . � - - , , i F J / : IRN S -H " - . / ;/ � _� & / , T . I . . - DETAILI WATEW-07.) � : . I � z .......... I 1 � .......... I .......... � ....... 11 / ; , .. I , � ; I : � � 0 � : � CONCRETE BLOCKINO : I . . .......... � .......... � .......... I .......... .,I ......... r ) I ,. ( �, It .. .. : : I 11 I / I I., / _� ..-.--- ..le, ". 11 / -0 I 1.14 4 �'., I 1, I .• - : . I : I . : , � I .......... -.1-- 't I f I 11 4z IVA, / " �[ : : : T .......... I .......... I ........ ** ...... ........................ ", . I : � !i i ..... ....... ,,, � . I , . - I : , . : I I : � � �s i ! �� . . � , , / ""I .11 ;,/ . : . , : I I ."' I �1' I '/ I I i � .r < I , j , : � I 11 ; q / '14 - " � . � I I : : I z F.. ! EX. FH . I I ../ ? , R , I - i __. ;;; 1. — : .. ", i / I �` . . I I .. + Ld � I : i �� FIRE SPRINKLE NOTE I � " , --- - _ . ........ _ __1 . . I A. EX : I � fl 'O _____ ................ - , I i � I I I : 0 REM i I ! I/ / I /� jf .. 1. � ......... I 2 14, ill, ell , . .� i L", � �; -4 T ........ . I ..... 11 11 I / I "�,�, , ,/ I I/ / e , I I I I 11 . � i fl ��, I .......... i .......... � ...... * ... �* ......... i ... (T . ".. 11 / 11 I ,e : '. � ) : 11 IIJ -� / 49"-" , '. le � : — Fg— ... _ 111111111.. ..... ".., .... "..". ......... � ............ � f ) / / ,�, . : . SPRINKLER SYSTEMS SHALL MEET THE FOLLOWING � 11 � �, ,�', , " : : _ � I ii - � . � --- , �P I I : , I . . ; 1, / , )_ I , " / , , �, i)i/ / , . ; I T 1$ � X I 11 /Sw- , , __ / , — , .4 : I . .+ i : REQUIREMENTS: 1_/ - . r // : I I .... i__ i . ..... __ ....... _ 1.1- 11 ___ �� " - +1 "1 / / , _ r i : - _. . . __.: . � � � / �1� "Ar __j��'. / I : . , . , . , - � : __.� : i I � .� I h, " � - � 5* �, ." `k4, " /, : : . . . + I : ,�- � t 1, . : . . 6 : : . � , I � ....._.-;r�=�._�, I" 1. : . .................. I : ......... . . 11 ,� I A. FIRE LINE TO BE SIZED BY FIRE PROTECTION .111Z� : . - -- ------ � --- -04f— il �, , " �, : A. " : ;,:�.�; Z_ � / / , 9 "Y" I . 1 I 1:: � I : : \ . : , — : I 1. : : I I ,-- - . � ...... I I : . i 4 ENGINEER. , . I : . � : - 1: — ____ I : I I 1. EX FIDE HYDRAk� " : � I , I / r j ,< I/ , ,, / , `,'v �/', _j il- : . I : 'i.. I . - __ : �_ ' "I .1 , i : : : I I I TO Bi RE / / .. "'e, . , . Lj_ : : : . : I MOVED � / . ! . I I �� ; : : � . � ,� P : � / 7 I . � _j -,---- : L �: : : ,( s ,, e . : - : _ � --- 4 . I ---- 11 ---- 1 . ...... : : : : : I .................... f, / _k i : I : � .. . � :1 � : . ........... B. BACKFLOW PROTECTION IS REQUIRED ON FIRE ,j ff ,11 / BY�� /, ,,, i I �___ . I : � : .......... ......... .......... I .......... ! ......... 1 .......... 1 .......... � .......... .......... I .......... : .......... � 1� / 11 ;1 . J�OEINb ;r� ,�� / , 'ILA) i : I 11 i I � . : ___ C) , : : I � : � : � ; . I � --- , � H- �; � . C' , I C14 , � SPRINKLER LINES. , - 1) ; , , I I .L I . I � . I .. / I " : I .6 I., . t : : : : : : .................... 1. ;,-,, COMM / ,, " : . �: : : : : : : : i,-�� J C. A SEPARATE DETAILED PLAN OF THE UNDERGROUND ,f� " Z� FIBER, OPTIC . � ,A:�* i I : .11 : .. .. : : ; : ; : . I / // ,,, ,,— .�__._,11 I., __.. ........ _., — I 1. . g_" � ': : : : : t : : I ; �: I 11 // _ I :: : : : : : : : / , Z 't ,,, � , �17 BANK 2x� / / / , " Wl� I �__ I i I DUCT' I : :� � :: : ! : : : : : I : I = -11,11' : - . : : I : : : %, — I , I I . . � � . - .. I ) FIRE SPRINKLER LINE SHALL BE APPROVED BY THE , " il EXISTING � .......... : ......... � ... I ... *� ........... I .......... : .......... I ............ � . ; , , I I , . , I 'lly _L 5 . ......... I : : : . : �111111'1 t _. 04 . I— I j 'I', 11 I , �-:--��"/,— i W - � i ,4 , . . . � :�: 4 �� ''..: .�, el / � - � ',; PER I '. . ,.. . � ::: : � . : .; �BOEING RECORD ,". :." �' 1 k : : : I . ; FIRE MARSHALL AND INSTALLED BY A WASHINGTON .. : i . . ` �,,�_ Z, ' ' . " _, MONITORIN - . �:: PROPOSED 15'� i 11 I , G WELL I I . , -1-1 "I - ', , ", ., ,�-,, ,-� . , I ': I : .......... � .......... I I STATE CERTI 11 11 / ,`/ ,' ;10', BE ,,PROTECTED AI`4 -�,�- : ,"':� ' FIED LEVEL "U" CONTRACTOR IN 1, I L., ,.� �, " . �� I Z_ I ,�� , " , , . I �__ - - - ". � .. .... . WATE _.. M�IN. . 1..� i 1 ! � � , I �+ 6' I I A/ / MAINTAINED DURING // I 1� , 1. , �R . :: "I ,�, , di � � : -�I : :: I I ,.I t k '. T � � " /y.--,, "I '� - AND MAINTAINED. EASEMENT � : :: — I �, I . / , 1"i � , � -yr � --- - : : : � ACCORDANCE WITH THE WAC 212-80-01 0. A POST I / I/ e c:, 4;_ / /y i .. P ] . I � I 11 � iibONS`TRUCTIQN : , / � , � � ; : �_ INDICATOR VALVE WILL BE INSTALLED ON THE I ,/ 11 11 I I I 'y' . ''I � ; ; : - '. �j / / -11 . 'I-- �,ACTIVITIES. I " 11 \ � - __ 11 - --- . : ; 7 " Ij % 3 I W : : : : : : - I 11 . 17 I . . . I : : : -, ..................... U4 � �� SPRINKLER LIN ETO ISOLATE THE SYSTEM FROM THE � / , ,_r4, / s � ., : I , / / . I I , , i � I � : : : : : � , ,� s I � � � I : : -,V m ;; / ,�, , INSTALL: I . . P : : : : -� � : : t \ I . 11 . /,P ,,,,, ;, � . : : ,z> � I L . 1 � I . : : - : : : ; I � : : : ; — -1 : . I . i � : : a � : : : CITY'S WATER SYSTEM WHEN REQUIRED FOR REPAIR. � I 1 /,� i , � ; : : I I .w I , / 1� � I , - 1 2"x8" TEE (MJxFL) I : : : \ 1) / _��, �q7 -/4" I .1 � ." I 1 : : . I 11 "I I . I .., i � .�,, : I . : : . � 11 / I .. � : . I I , , � : : . : , .� I : . " /, , '' I I .......... .......... �� .... I ......... F "I � ,� 1 _,j��;�, , / I r ... .......... . ........ .......... t ..... .... .. . 2e // �11 / 11 I � /,��, I " .1.1 I NEW YMCA CONCRETE BLOCKING ,./ __ - �. 111. ... . ....... I ........: I I 'I I I 11 / ,,� I i - �' . : . I i . / /?, . : � . : I . . � � . : . � : , � , j / , / 41�_,�� I : I . I- - . : . : ... (MJ'�M . A .. a . , ,_�,�6`TEIE' _ : [7 + .................. �� 0 0 , . . � -, . / / , INSTALL I . : : ... . ...... : ? , ,� . : : ; I , 4,) 4" EX. 'B ,1 /' BUILDING ! , * : : � Al", � .1 OENG 'ELECTRICAL //', , , " ", � : : : � 2--�6 I GATE VALVE (FLxMJ : 0 0 / / 1� . /�, , I / " / \ : : : : : ... I 14- I BE/PROTECTE , , , �-,, I w : ;1 , , ___+_ - : _, : . . ........ � ...... _ ..... � .... I -txrENSION . : i, .................. '_ Ui I . ', : .- : ': : I . : . I . � . �: 11 ---- -- �- 19 . :_ ____ __ - . I 1, . : ,V / / f, �. i ** I ) / I., � ; "I", i . FF-M.8 METER W/ P�-SERVICE : I : : __ - LF 6" D.Ir I I .M 4- EX. UTILITY TABLE , — I " f , 4,; /;,, / / / // . I i , ii'. : � . : - : i 1 1I : ------ 141kE HYDRANT P0 i � I � ,�:."� j� " -',' � , " ? (1) 2" DOMESTIC -'I." I _\ I - !: ASSEMB __ :_ 0 , .�'L I N E S TO -D i ! , I I � — - . , , ? , : '7�' - + ; I .. : TAIL � WA- ER-07) I I � 4", I /1" I? I/ N".11. / (PER CITY OF AUBURN ,; . : : ; : ....... I I " ,; / 1�p / , / / : I i j : / ,f / : - . : : I " �! ", 1 ,� 1, . . . : � [ ..... (PIER�,` CITY Or AUBURN STD. DE -T %_j . . ! , 4 .. ,.I+ _ , : ! : 1�,_ — .__ _ - . 1 I i ..................... W � - I" I / : . I ___�___ 1-1 " � ......... I : ,� �?/ .11 /� / 1� � �, : � � � / ;` / ;, ii" i STD. DETAIL WATER-14) - 11 + : : /11 1�1 // �, � " ........... . ............. ............. ......... 111. I . I . I : : 11 D EX. COMMUNICATION MANHOLE , : q i - — ; I ; , : I . . I /Y / . I � I ;: B. . : 0 EX. SDMH �" , I ,,� / ,,, . , � : .., --' ' ., I 11, ,/ 1. It : � . .:. . � ' 1 INLYU ------- 11 , , - - .I - � � - � -- -, == .... ...... _� ...'.. :z , / ,4 " I .............. , I - CER ADJUST RIM TO NEW GRADE RIM=90�42 ,� � . : I � : . .. . _. I 0 .. ..... � ........ � : � : : :� I : IE=83.97 (27CONC. W) I � �, I i w I / (SEE 1 =20 - j , ---t,4 ....... . I �AV i � ol I " ; - ,4_11, / I , � . �, , V � . I �? . I . : U�IRR. 1 1/2" . I i ..................... � 11 � . : � � � . _�_,_, � 11 11 I , 1� I/ (1) 2- IRRIGATION 11 ... I ... ..... ... 11'..."_�11-.1—: � ; `1 � ..... � ........ I A ., " INSTALL, / . / , ,,�i:,* / SCALE DETAIL r-As I I /I i " ; 2" F I / �, " , " .C., : PNIE- - __ IE=84.07 (24 CONC. E) 1-12"x1 JL 7BODIED PIP G TEE /11 -*---- �i- - `=:::::::::, "I .... 1� 2 Lr 6" D.11 WATER (FIRE LINE i SI�E iDEPENDANT � ...................- � . /I / ,, . : � i� ____/?.I 11 11 I , , THIS SHEET) : I . :Ely: 1* 0 EX. SSMH. I/ 4, ., 1-12" GATE E (FL) / I I/ , . METER BY CITY WITH BAC LOW i: __,j_'__ ; � FIRE SPRINKLER REQUIREMENTS 1 F R 11 11 � - i " .. . ......... �I / /�, I I :. tjur_Tj�__ — I RIM=90.1 IE=85.42 (12" CONC. N) . , . I . ; , . � . ..................... 1� � I .. . . f I , "I li — I � BUCKING / / / i � '/ - --- I --' ----FUTURE BUILDING) NEW RIM=91.2 IE=85.77 (12" CONC. S) 1'� 1, * j ", � ,I . . 1. . . i I .. I ... : 11* ............ I ........ � ,� 'TO I/ 1, //`'N,r<'-NEW 8" STORM LINE I (PER CITY OF AUBURN STD. \ . � I __1 . ........... I : -- � ... I ... � . . . � (CONTRACTOR � FIELD VERIFY � 11 �', I � . I . . : INSTALL SOLID LOCKING LID & I : /I . , : I :� /? I , " , 1110f, 11 . : I : . �: . . . . / i - BY BOEING) IS" - ' --- , V� / VERTICAL A$b HORIZONTAL ( , 11 i ADJUST RIM TO NEW GRADE , , . , ,/ � DET. WATER-06) _ I ! — , . / / I : � . I. J "I" ` .� , 0 EX. TLMH I " e 8 1�� .... I ............... �11 ; /I LOCATION ,,OF EXISTING WATERMAIN / //, 11 - �# 11 I . �' L;,!� I :.: , � 'I �, I CAP � - ADJUST RIM TO NEW GRADE . 11 - _� � . �e ..................... .? PRIOR Tqi`BEGINNING �' .� 11 � I 41" I � I (FUTURE) 41 �' � � /,/ I I I /, FOR FUTURE DAYCARE .... 1. 1L_ � I : I : . 1�'. I + : zi: z . . ,-,�f � , CONSTRUCTION. NOTIFY � ENGINEER IF,/,/, .1 �. " � I � . .. , - p -- � � . I ,, I ... . I 4 - 0 EX. SDMH , , .. , ,. , . , , , . , I , . I - I- 14.1 11 , 7' " . , . :._.. , . �. :+ . : IT I I , j; ." .. /. I' � � 1�` - � . , BLDG 1� i — d RIM=90.02 � I . ; .", / . . " . , --, I I :r ,� 7 .... - . t d_ 11� : : I . � :.1�:E�. � ... �� i _� :, .,/ ,� W, � . /' . - .. .� ... - , .m:: ... I - I _-, � I 11 I / , 14 ... ..... i '.7,' � : , I , : : IE=83.52 (27" CONC. E,W) I 11;�_�� ` --------- I----"-,-. I . : , RIM=90.65 4 1 A DISCI�EPANCY,EXISTS BETWEEN ,',' 1-12"x6" TEE (MJxFL) I �') of �_ : � G EX. SDMH I : ; I I I W . _. : ", : �,., : i_11_...._.1 111 11. - � 11� � I � ; � IE=85.00 (12" CONC. S,E) "', �- - � I ' � ��`, -- -, :..., !R ;1. 6; i _ I 0 WATER SEWGE . -.1 1111_11111111__ : X� I THE EXISTING INFORMATION AND ,,,/, ,, /// .4 . "I � � . I I 11 IE=85.05 (24:: CONC. E) .1 I . � 1-6" GATE VALVE (FLxMj) _� 4 1, e� THE DESIGN INFORMATION) / �_ "// � 20 LF 6" D.I. EXTENSION . "' ; 1-12"x6" TEE (MJxFL) 1. /7, � .. - J'�,= � I ".... .1w 1111-1 - I .: : I � .1. I . i 'i 'ION - I I I I � I : , 1: 15 . � . . .... 11_....�, ... :,__ IE=84.92 (12" CONC. N) I e I I ,_ � � 1-6- GATE VALVE (FLxMJ) . 11/11,.A1:' �1- I . � _2 : ___X_ . . IE=85.03 �24 CONC. W) "'i I I I — I I " i � 1-FIRE HYDRANT ASSEMB ! . : . : I " . I 10 : 1- : -,— — . � . / � �� i * ; -----f- I: I . INSTALL SOLID LOCKING LID & / RIV / � i . ;I, If 6 LF 6" D.I. EXTENSION . - / 11 : 111 �. � I .. — ! IE=85.95 (8" CONC. S) ".� �. =89.28 �, /� " , ,,, f 11 ... 6 1 :.-, i k ,� . 11 I I ADJUST RIM TO NEW GRADE . � / / I .. .)'/i, (PER CITY OF AUBURN i s, Lo . 11 � .............. I .. : . , : : ., IE = 86.05 (12' CONC. SE) �_) / 1 V=76.94 (1'�" 14 � Ir' ,/ 1-FIRE HYDRANT ASSEMBLY I " "''" 11 ,;; : 9 ' .................... . : I �9. � 1�_ , I )-- " "' � / STD. DETAIL WATER-07) I 11 � ... 7...� . ..... : I , EXIS�N �: MONITI)RING ............ .................... I : . . i I IE=86�35 (12' D.I. NE W/ GATE) I ' . - :,::::., It=76 134 (� 5"/�j ." 1 I . (PER CITY OF AUBURN . C14 : I : . __ . ? PROPOSED ; .+ I I *1 I 1� _��,�....', � .k ! : . : . I � . ---,.,-- ? _,�,� �, - -, ___ . AK41-1-T : BE PROTEAMID- — :, __ : : I I , , , I i " 1, ,if CONCRETE BLOCKING I I I t ........ 6.=_ :� . . . . I .: . I . ,. - I/ ;U i .1 q I—— LA_ : ND .1 . : : i .. _____z_ �e WATERMAIN /.. ,. W�,,,+ fl, I , I" , , STD. DETAIL WATER-07) : i I 0 EX. SSMH : " " /,� .,.:., , I I : '.1, � ., . A . . .1 � ; : � . ------ - - I : , ., I i , CONCRETE BLOCKING � ...... .. .................... .................... ': � : I :: I . ... F _j I/ ..... ............... ...... � ... I? ... 0 NTAINEI 1. ......... ...... 0 EX. SDMH RIM=90.32 /I I �: +; : I I �: / EASEMENT 1, I " I ; : : � �_ : : � _______L , . 1 1 RIM=90.20 11 I I . . ,,,_,,,4 � -1 - -_-:� a : : IE=77.46 (18" CONC. E.) . . I 1 - C) . h I ,�� _ � M : . . . 6P : _=_.,_._� - ."' � . P . 11 I �i - __ W : I INSTALL- \ 1� ' .. 1 6 IE=84.60 (24" CONC. E,W) ., 11 - 8 LF 12" I-, — . IE=77.61 (15" CONC, S) OUT TO � M . : . I . : ; . : . '*+' r . - I- _�P,!'4�Ltz'bt , 'i ...... a'- k . " Ivi 6 wl�3 - IE=86.10 (8" CONC. S) 1/2* BEND FM J) I 11 . PLAY FIELD U.I. WAIL �-'�' . .. .. .... ............ . 11 .... i � � . �jl I - ..... ... � ...... ... ..... .... .. I . ; : I : z 1� En : � : �. I — i r, INSTALL SOLID LOCKING LID & , . �; " i �,�� SAWCUI AN LPAIR ' I CONCRETE BLOCKING ; � - __ __ - ., � � 6- - CL SM Cir I _ � i ! . . .1 .; : ;1 � LEC _\ 11 INSTALL 1 2 6 � 0 NOT FOUND. LOCATION PER BOEING AS-BUILTS 182 LF /12- D.I. WATER 7x I __ _72- UB . ; �� , � F1 1 27 2 S i, , , ..... .. . . � .. - � I 1, : : PAVEMENT,OER. CITY./ ' 6 , . ----- -.1 ------ . — I ADJUST RIM TO NEW GRADE , , . � .... - �: . 11 . 11 Fix 41 � : O., � . 4� '' � ___,_.,_,_ . - I OF AUBURN STD DET TRAFFIC-02 I / _** "I / T 0� - - ,-,--/",/ I �, 2 VL t1i ND ;� . I � �- -M .. . ..... ------,,X---_1 � — � 'I _<1 - I , .. , I _. I I I ': . ". . z 1.1 � / I . , �; . - I I ... .................... ... � : L-3 - :. r 4 1 -.1? - .P �. -.i. .2_1 ., � I I � . , 1-12". GA : � I . , _2�&*� 1 1 .1 .i -I �� ................. I ..........I.......... : V ,%" . ..4� . - + .=!>_.J [ ________j ____P 'CDi:I:: ;, CONCRETEG � W- —,, - �! 0EX. SSMH.11 I i I 1111�- . , , I I- , "a��_� �:s 0EX. COMMUNICATION DUCT BANK �1UTI�M PROSSING., � J � 1P. I 11 I : I-, .. � RIM=90.00 . I .� �/ , '.. -�I.;: � I � / fmv t...... 1% ....11..............I...........-------��__....i; I � r-11 . �". ...........;. �7 I, . � M ; � : : .IE=76.37 (18'CONC. W) DURING CONSTRUCTION ACTIVITIES TO REMAIN AND BE PROTECTED � ; : � i �� I . : : : i, //" If ______�, � 11 I 11 - I i � : � S : � I / ., ; . ,m I ;1 : = � ; . . EX FH 11 . I ,, 11. . -- � :I < I I / IE=75.6 ,�: � 1, . : : ,,, , - t -, , , � � i i 5 (18' CONC. N) / , 0C � I ! ............... 1-11 �: � I : : i � f � ==r..-.---- i : � . ...... ___... - . ............ .. ........ ............. � ! : � ,." =. ... _... - � / . / TO B E, �/� 0 D� ,,,, / / "/ / , . I J. I : , , IE=77,70 �6" 12" CONC.,,,,, I _', �1 -A " ' �) I 7 I.1 __ �,� ��11111 !::- ....... . �_ L LF_U�__D,11JOTO�) � r 0 .-:\. L-.......t 7, � " - i� i �� . . BY..,EfbEJNG � --- � I : f , :. - I I ; ,J.. /I / I ND !,',' i 1011. : - I I ) 50' UTILITY A " IE=83.00 D.I. NE VERT�/"I I 0 �,�'� ", ; �S),,,, PER , . -, 1 248 IF 1 In DI WATER �PER , �11DROP) I / ,R--GF&)- 12 z - - - - . �, � i 0 EX. SANITARY SEWER MAIN , : :INSTAL / ij 11 I I DETAIL :1 \ 15 �� "", /TO REMAIN AND BE PROTECTED ft : I �� -0 � : : I - __._.____.. 4" I � ,j "", (;RA,INAGE EASEMENT a I .. . I I ION ACTIVITIES I . . . . . . ..... ..... .... I ..... ..... I ..... .... ... ... I .1 ...... ..... , AN ..... , I . ..... ..... I ..... ...... ..... ...... ..... ...... �_ 1�', . ..... .... . � -, _ 44STALL . - -;- I ..... ..... .... ...........,.,.,.,.,.,��i;l(:,..""..".."."..O. .. ..... ...... ..... ..... : .*� ..... �.-.-.'.........: .. -! �� - )JUST RIM 0 NEW GRADE I �_ , - __j_ - I— :� - _ I- -1 - __ = = = ... .. ...... ..... ...... ..... ...... ..... ...... ... .,.,.,... .. ..... I ..... ..... I .... : ..... _ L SOLID LOCKING LID & I __ .. - - - - - - - - , - - I—- _... ..... .... I . .... I ...... ..... � ..... ..... ...... ..... ...... . ..... ...... ..... . : "�_ __ ,__ _ __ - __ ___.... ..... I ..... ..... I ..... ...... ..... ...... ..... . __ . + / �'/ ,, 1. �1*1'� = = - - - -0 _ = = ..... ..... ..... ..... ...... ..... ..... ... * �'--GA E.'.'.' VAU*�� - - - .'.' """'""'" "' ' "" 1;1 "I", , .. . . : / , � 1) �, �4 � rl . 6 __ - - __ - G I ; . I \ ... �_ A 11ei ? e :.'14,, _2�h_ __ — - � _/ --.-- :--:.-. � ... 42��: V 6-Y — I : . $ ""'.1 /1-... if __ _.. - I __( -- . BOE[N 11 i 464ZE PER FIRE SPRINKLE : 1, --�_, i I ,� __ I / 1'� - 11 ,1/ li 1, $ I_ - 11 8 f ... I ;::: 11 _'�& 1 H . W � �_ .. ... Ile, ... .. . ... I - - . B... y 1 .+ A . . - A . . . I � �1 / // I j ...... , .. I-— - 8 .... -�.... . *� - - - ff,!! : . �: . . ........ :: 17.1 ------ F -, I - : : .. . � � . + �41j - ; - , - JA - - *111 , . . I _L .... . . ... .... .... .... .... �. ,., I 0 �.' 11IL4�,/ , ,�__4 I � 0 EX. SDMH / - I �� : ; : , ` ,-, _1 ---- TO REMAIN IN PLACE . 1 4- - -__ __11�1`"' - , - - I /I I :10 � - - - . . i , V i I Ii / / ... lt'� - � ....�. ... ... .. 1. , - .1 1. : � _. 4 ..-. ? - i� - i - - --- ------ :.' .......:4.1.9T.... .....". �..,. �?., i/ - !_ 7- C4. - .. , : - 0 EX. ABANDONED WATER MAIN � 'k I . Ifl F "' " ,� . . . . r � q � / "'; � . -.'.7.1.7.'. .... ... ... :..":.. I.... - .- . - . . I / � I / , , ,,, , � : \\ � : . � � � � : -11 \ "I - M=89.97 I . I �N � . I I Py � : ; : 1 __?1 � - I o,� CB, 6 1 � I " � : . : : . . I - ,:.,.,., _ I ... � : ,; t 'j : 11 - __ ... ... . / 1.1 " , i, f ; , , - I : i � : : : � , F : -0 - __ _L -I- ... I.... _ ___.__.__....L. ... _..li 1, 1� i "I � i /�_i e / , "., : : , _ -� _ � ... .. I 1 ... ... I ... .... .... ...... .... .. .... .... ... � .... r , ... / � � :, I 1 1 : 11 11 � � I =1 --:--]I I ii � . 11 11 .r. .j. — I ...n 1 [ . I : i"....r.11 ; I W // ,.,� / I . I I . I :� ..� . . . .1 I,"',' -1 . I _� IE=84.32 (27" CONC. W) wq , , ---.-i I ,,, � % :� :� , i ; . V) I I I , ,� - . ,4� -'1_1� : " . .1 I .. . I / , "I I .... ; !� s .. � i i I = / 'j,�, . - 'i � �0 :1 : -.w.. , i I 0 EX. STORM MAIN ,; � � - I - � ; f I -4-11 ",.,O 11"�"" %_ - - ", � . ia I I., --- I I - _. I .�, - ____ 111 . ......... ��.%.%�___`..'.'. i: : ' . I . I I ... 777�� ........ _:,9$A,$o99w: �: , � m I I : 11--11-11_1�,_11111 .... i...,________, I , --; 7 [1��;��.....".,.-.,.,W.�,��.�,�, 1_... I - - I- - I . ! I : . I fl I . : - , F- : : , 1�', . - I - == : . I-' , 7 - --; .. ...... � �- IM-1 , : I i ; : - . " . � � M n�:: 1_:, . . 1 22 (12" CONC. N) I '..; "� � ,� ; ==_' .$W�: � � . . .... � : � 'r ..... : ... : IE=86 I : I � � : : . : . . : : : : ; I I : : : : � : � q : : ", 0 . : ! 1-- 11) . � I I : : : : : : : w . � � � � � 'NSTALL SOLID LOCKING LID & , : : . : : : . : ; . � � i : : ; i , .. //! I I �: /,f , 1- : �.-. : . : T ; : I .: � i � � : � � 1 DURING CONSTRUCTION ACTIVITIES I " I : : I : : : : . " i i i I ! . : : ! . : I ; : : : : I : : . . . : � �, : : . : : : I I I : : : 1 3z- 1 j. I . : t : . : : - ; w � - I : : t : : : : ; : . : : . : . i ; : �Q 1, - : : . : . : : --I.- ADJUST RIM TO NEW GRADE , : - : I'll . ; . 45i Df�AINAGE ! - jil : : : . I : : � . � : : : � � � : : : ; I I `K�l /`1 i,,V, " - I I : I : : . : . I . : 11 I � : ; : : GAS rPRTSj :' " . � , , �; : - EASEMENT � . .- I : 11 / , i : : I : : �.� I : I / ; : " . �i . , .. . , // I/ e,� " ,, , : : ,� � :, : , I , �_ TO REMAIN AND BE PROTECTED "Ill ,7,, / "• . / , , � � - ti 15 1 , ,`W �, / 5 I i X,: T : I ; : � , 77' LU � 1 , - , � " , i AND UTILITY - � .� I :,- ill 11 ! 11. ? & 4 'PROPOSED 20' EASEMENT , 17 1 1 1 "'11"'."';� . I -Al ,,/ �i Y , I ; "� 1-1 . / �, 14f, i�� , I ., � -1.1 ... I ..... I ...... � I I � , " .v 'i I . 11 / �r, , / i , C . ,� ;1 � i i (BY BOEING) ! i (D EX. SDMH / , ,� ;"�,, " BY BOEING) 1-1/2w DOMESTIC - � I I , " . /�" �,, ., $ 0 � I : /I RIM=89.97 / , i / . � 1 15' WATERMAIN 1-4 . , - � I 1 �I I'll / ,,, :1 --."- . I i 11 // 0" 1. � �#. ,, : ., 1 ''I , If, �; " - ,,,,, I i : � ,,, 11 : , �1 / � I . � 11., 1. , WATER SERVICE1� :,,, � - - _0 : � " : I i/ , -Y.,,�) 11 /,"r i: :1 EASEMENT � ..."', � IE=77.22 (CONC. N.) / ,/ 4 /, --*?" " � I vi.F . : : � ! I � Fl;,, I I I , 'I, -, : : � : : t I : I : : : ; : I � - I : � �, ", C I I : : // : . i . � � ; 1 / �', , �� If : i : I � � : I � � I -, !� IE=77.22 CONC. S) : : � 1 I , � ff", : 1 ; : : � : : I � I IE=82.02 D.I. W) : : � i i : : i � : : I I I/ . : . � i, �! : � . : I I I I ,/ I I . : : i : : I : C : -,.�.. � I : IE=85.97 D.I. E., SE) " i I I I I I �, � � . � I 11 : . I I i ,,, � � : � � : I , ? " // . ! IA , , " 1%, I : : : 1 1 i � � .. , . i � : ; � � � / ,,, J , / /11 i " � �",' .. of ! i '1� I h, r 1, -4t � : � : ,/Ii! '. � �� ,�� + i n i � �', �1 I n..]. _�� z : � � � n I 11. 71 � 'I i I , 1. L: li 11� � I I I I , I n , . I I . ; I 11 � ," I � . I I : .� - 1] I'll : ij, � , . � .. � I � 14 . �. '.., - . , , : � I , � " I , , 1�, , � . � , . � 0� . . , � ...: . 1. , , � I I � ; i� �' � + � . I �. I � � � 1, TO BE ABANDONED AND FILLED WITH j X � X I X .. . I I - - - - . ( � I . - � 11 11 I I I . - I .= i I I - + � , . . CDF OR LIKE MATERIAL , . "I . 77,--, . I . . .. + . ... � - . + . . . � + 1. . +. . + . .:. - . I . I. . . . . + .. 1. .. . I .. . . . . .. ..1. .. .. .�+ � .. � . . : - . , / /." 11 "_7 1 �. . + � . . �:. �.: . + . . . . . + .. . . . ...4 ;--- ,1 . . ..... . . .. . ; .. .. + . . + . I . . . . :: / �j� , ..... 1-1 ... � 1, , . . . . . . . I - � — . . . .. . +.. . .. . .11 I , , . . . . + . . . . - 0+ . � � + . 1 1 ; / jr, " I-, , . - : : 1, . : I . ., : �: I � I/ � : � . : , ; . I � I I , . . F'11 . - : . � / ; : I : . .. . . � . i;�i I : q: . � 0 EX. SSMH I / 11 - :. : ,: 11 . I r I I : � : . : i i .1 I ff i X : �. 11 , :1j, ., :. � ., __\ .. I : RIM=90.16 . : : : .. : I / / � : � . 4 1 + �_ : :� ! . � : . / i. � \ : :: . . � IE=76.71 (15" CONC. W) � : . 1 91.5 1 :� . // . :, � : . :. : � I I M , I , . . � . . . � I �z � � 7 � o : ly I /1 . . I I IE=76.66 (15:: CONC. E) i I � , 14 IE=78.26 (12 D.I. S) PASS THROUGH STORM � : : 1; � V I ' f,.. � I " 1 I ,< I F__� i 1, . . 1. . + : / .1�1') � R=230.00;, I ; I : i I e i "I I i , :� � ..: I \\ �_ i ii � I/ �, I � ; IE=78.36 (12 D.I. N) PASS THROUGH STORM .. � . i I : . � 11 , it I : v.- � � .� 1, I I I 11 I F__� - — . : W I . . . : INSTALL SOLID LOCKING LID & � :. . q : .. . � : L= 1 1 0.01 : : 1 11 � I ; ." I " I I : : -i \ : 2F � . I .. I Ji b ADJUST RIM TO NEW GRADE / 0 I`-, / : I : �: , : " : . .. � ,III 1 .- I '� 7�l : , : . i I / I : I . , b�Iwl ........ . 1 11 .. + , I I 1 1141", , , ,/ ,�,, , , 3 � , � � PROPOSED 15' WATERMAIN E �X" SANITARY - EASEMENT EXTENDS TO SOUTH (TO BE MAINTAINED) PROPERTY LINE 3. MA cl., Record Drawing Certification REF. FAC #03-0018 ,:�F WASHY/ / / PROJECT I'll . * I',- — -A �_ These plans are approved for conformance with the City of � / f I U-) 2E These drawings conA to the Contractor's construction records- Auburn's Engineering Division requirements. '\ :7,4777�& Date Z. S.&-W CP 61,6103 39372 ,�) % 0011 S /S10\ \ RtlelPosition /47e--;'-11-'�A41V, .0c? Approved By. ED-La. - IONA L �- i /I Confirmed by Clty. - Date Date Approved.- (, IL3, k :& I EXPIRES 09/13/04-] 1 1 1 1 1 W _j rz 1: () < �— Z < W ri) W5 -r- a: M a: W Er F- 00 0) N 0) N .. 0) < 1: 3:: Lo _j W F8 _j Elz _j > WW . M W Lo CVZo a: . Z F- Iq =5 M < o -r- a; 0 M D M T < >_ L. 0 M.- L U? - 0 - .. �, b aU- 0) -a C 0 1* :E tj .N 11 11 (n L_ a 4) - 0 - > X - 7 2 �4 0 '2 , __j I � z U z %J N Q 4) C 9) > C14 C _�e 2 0) a 0 , Q_ a 0 0 0 < 0 = U) LLj (50 � 11= > M 0 V) 2:!sP LLJ V) LLJ a- _j is ZZ < LL_ M W LLI :5 M QNz n CN CD CN CN 00 -0 0 (X z n 00 CN 0) CO r- 00 > 0` Z WUjI C— g I � W K & LO LO N U-) C14 0 Z z — ., , iz.�.-� LO LO Uj C14 Z: C'4 00 W14- 04 d_ =� > af r Y I-' 1_1 0 V) %,A 3,V " , - :!v 0 I 6�, ,� 4zi 11 S- '41T 0 I ". z LU 0, i 0 *11 A, 0 OL CoXk5J�" Q)L. 0 N� .0 E W . :3 z N �Q 0 4) w 4) 0 M V) L0 -0 4- .) I 0 0110 / -7 V7 SANITARY SEWER EXTENSION PLAN AND PROFILE EX. 15" SAN — _....._ --- .-..- _ 'M S"Wtiwg 3 sq U) R p�q tiecr : ti ti_ X. 8" SANIT , Y S 2 _ U r x a SSMH—H RIM = 89 SSMH—G I ;- " .28 -- R{ �� ;f s I S I'� M 87.66 4, 15" CONC NW 73.48 ,f �`" _ . = 3 RIM MH� W QZ EX. SANITARY SEWER-, � _.:-'''-~ 4" C E 71.53 0 ` METERING STATION .......,.. - ,.- p 71.474c��ao ., C NBC S%= 71.67 1 f; __=J Z 3. MA Cyr W A Sys F� f� 59372 p Fs `` V- SICNA L EXPIRES 09 13 04 Record Drawing Certification These drawings conform to the Contractor's construction records. By'�"'�G�'7�' Date Title/Position /��'�!�/�••'� �:�� Confirmed by C/ty. Date r .E x� `J I PROJECT REF. FAC #03-0018 z V. ti: W I rz U Q �-- Q uW.i o m W 00 a W a2 J W H JQ:� � J J � j W = W)Z Uj N MT c�ZH m Q4 U� m � Q� �r 0 L 0 LL v +' v U O * O > 2 O 0 z U z O N C Y j N C o 0 a 1 O U Q 0 V) LLI j Z j LJ Q Z x Q oz Z' w LIJ N g z Q r) C) Cal cV CV 00 U Z Z 00 CV CD I- 00 > w ;z cV I I L LJ w LC14r) Ln c� Z } , L.C) � , Ln LLJ W Y00 ! � UV) These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Cp 61i-4103 CO) m Approved By. • �..J-4ol E co z Date Approved. L f %V-0.3 0 9- U D 0 N co r7 O N N n 0 r� co 0 a vi i x 0 U O C 0 II iu 0 V U) Ln o� 0 r) 0 0 N co 0 4i E i= U a 0 3 ui I r7 0 Q) c Q) rl- 0 0 0 0 0 / LL HYDROSEED MIX SPECIFICATION: CONSTRUCTION NOTES AND DETAILS MOISTURE SPECIES COMMON NAME PERCENT CONDITION BY WEIGHT VERY MOIST AGROSOTIS TENUIS COLONIAL BENTGRASS 50 FESTUCA RUBA RED FESCUE 10 ALOPOCURIS PRATENSIS MEADOW FOXTAIL 40 MOIST FESTUCA ARUNDINACEA MEADOW FESCUE 70 AGROSOTIS TENUIS COLONIAL BENTGRASS 15 ALOPECURUS PRATENSIS MEADOW FOXTAIL 10 TRIFOLUIM HYBRIDUM WHITE CLOVER 5 MOIST -DRY AGROSOTIS TENUIS COLONIAL BENTGRASS 10 FESTUCA RUBA RED FESCUE 40 LOLIUM MULTIFLORUM ANNUAL RYEGRASS 40 TRIFOLIUM REPENS WHITE CLOVER 10 APPLICATION RATE: HYDROSEED ® 60 LBS./ACRE PE R K RAZ-A N LSTC-FL DATGD ¢.I.* ACCeprAkLE 'Go HAVF 48" MIN. CMP STANDPIPE OPEN TOP, CLOSED BOTTOM ENCASED TOP BERM EL = 89.0 IN CONCRETE EL.= 87.0 F—f- DISTANCE GREATER THAN MIN. HEAD TO —i I EL=86.0 PASS DESIGN STORM /7 o 0 0.5' 0 0 0 W.S. . 1 1/2" WASHED ROCK ° ° GRAVEL CONE WATER TIGHT SEAL Q ?'1 8" PVC MIN. o moo . ' 6" MIN. �o DEAD STORAGE IE= 83.0 z 8"x8"x8" PVC TEE W/ � RUBBER GASKET JOINTS a0 1" DIA. TYP., 40 HOLES MIN. @ 10" O.C. PERFORATIONS SHALL BE LOCATED WITHIN (SHOW SIZE) o THE LIMITS OF THE GRAVEL CONE W/ ORIFICE DIA = 4-5/8' 0000000000000 Qr)o000 _ 6" CONC. BASE COMPACTED GRAVEL BASE NOTES; POND BOTTOM- 1. PROVIDE A RIPRAP LINED SPILLWAY, 6" MIN. ABOVE STANDPIPE OPEN TOP. 78.0 2. A MULTIPLE PHASE POND SEPARATED BY PERVIOUS GRAVEL WINDOW MAY BE REQUIRED TO CONTROL AND TRAP SEDIMENT, AND TO REDUCE DISCHARGE ENERGY. 3. POND CHARACTERISTICS SUCH AS DESIGN VOLUME, INFLOW, OUTFLOW, MAX HEAD SHALL BE SHOWN ON PLANS. 4. THE OUTLET PIPE SHALL BE A MIN. OF 8" IN DIAMETER AND OVERSIZED ONLY WHEN APPROVED. 5. INDICATE SHGH GROUND WATER ELEVATION, GRADING/EROSION DISCHARGE CONTROL STRUCTURE NOT TO SCALE CITY OF AUBURN STD. DET. DEV-4 2.5" COMPACTED DEPTH CLASS 'B' A.C. PAVEMENT b" COMPACTED . F ROCK akSE COURSE 12" SUBGRADE COMPACTED TO 95% LIGHT DUTY PAVING SECTION (ALTERNATIVE: REFER TO GEOTECHNICAL REPORT FOR ALTERNATIVE PAVEMENT SECTION) 3.5" COMPACTED DEPTH CLASS 'B' A.C. PAVEMENT 4'- COMPACTED DEPTH CRUSHED ROCK BASE COURSE 0 o o too �° o0 000 0oa °° °Co 0go °°o 00°�p0 00 0 00 00 cSO0 12" SUBGRADE COMPACTED TO 95% HEAVY DUTY PAVING SECTION PER kRAZ4A! A C4 s pTA gL 5 To NAve z 4 c¢usRmD CASG . I- rwTr JL DAT15D ¢. 1.04¢. (ALTERNATIVE: REFER TO GEOTECHNICAL REPORT FOR ALTERNATIVE PAVEMENT SECTION) 1" COMPACTED DEPTH CLASS 'B' A.C. PAVEM 79 PAVEMENT WIDTH 12" Vas 1" R 1" R :0 p' 5% i d ` N co ° a ,'•• ; 18" CEMENT CONCRETE VERTICAL CURB AND CK TTER CURB AND GUTTER NOT TO SCALE NEW OR EX. WATER/SEWER/STORM X PACK W/ SAND ETHA FOAM 220 NEW OR EX. WATER/SEWER/STORM IITll ITY C_R(-)RRINC4 I7PTAII (I 1=RR THAN 1' RPPAPATIMI N.T.S. LANDSCAPING 10' CAST IN PLACE CONCRETE CURB PER DETAIL 7/C7. LANDSCAPING Ui W Z Q W F- O Z Z O U D CO Z W J Iz _ U Q F- Q W r _ O m W CO Q O) W W � � � Ja: (j(ry-)J L0J LL = Z LLI N a Z F-° m 00 M L 1-1 /2" ASPHALT ASPHALT TREATED BASE ;n `�'��T/��'�\ `�' N N o z 0 > z EXTRUDED CONCRETE CURB DETAIL 01 2" THICK ASPHALT 3 PAVEMENT SPILLWAY C7 NOT TO SCALE Y o SECTION A Z o' Z o N.T.S. 5 1 /2„ 0 m w N N 1 "R /2" R LANDSCAPE o �1 o Q o z w O1 FURNISH AND INSTALL TWO SCHEDULE 40 PVC PRIMARY SERVICE CONDUITS PER PUGET is SOUND ENERGY (PSE) REQUIREMENTS. MAINTAIN 36-INCH (MINIMUM) AND 60-INCH PEA AVEL (MAXIMUM) COVER OVER THE CONDUITS. PROVIDE A MINIMUM OF 2-INCHES OF BEDDING BEDDING BY MATERIAL (SAND OR SELECT SCREENED BACKFILL) AND COMPACTION TO BE IN CONTRACTOR ACCORDANCE WITH THE CIVIL ENGINEERS DRAWINGS AND SPECIFICATIONS. OBTAIN PSE'S APPROVAL PRIOR TO BACKFILL. ® FURNISH AND INSTALL TWO 4-INCH SCHEDULE 40 PVC TELEPHONE SERVICE CONDUITS. ® TWO 4-INCH QWEST PROVIDE A MINIMUM OF 2-INCHES OF BEDDING MATERIAL (SAND OR SELECT SCREENED TELEPHONE SERVICE BACKFILL) BELOW THE CONDUITS AND 6-INCHES ABOVE THE CONDUITS. THE INSTALLATION CONDUITS IS TO COMPLY WITH ALL QWEST COMMUNICATIONS REQUIREMENTS. MAINTAIN 24-INCH 2" MIN. (MINIMUM) COVER OVER THE CONDUITS. 4-INCH CABLE TV O3 SERVICE CONDUIT U3 FURNISH AND INSTALL A 4-INCH SCHEDULE 40 PVC CONDUIT FOR AT&T CABLE SERVICE. PROVIDE A MINIMUM OF 2-INCHES OF BEDDING MATERIAL (SAND OR SELECT SCREENED BACKFILL) BELOW THE CONDUIT AND 6-INCHES ABOVE THE CONDUIT. ® NATURAL GAS PIPING TO BE FURNISHED AND INSTALLED BY PUGET SOUND ENERGY (PSE). PROVIDE A MINIMUM OF 2-INCHES OF BEDDING MATERIAL (SAND OR SELECT SCREENED BACKFILL) BELOW THE GAS PIPING AND 6-INCHES ABOVE THE GAS PIPING. IN ADVANCE, COORDINATE INSTALLATION WITH PSE TO OCCUR WHILE TRENCH IS OPEN. Q5 STAKE THE GAS, PRIMARY POWER, AND COMMUNICATIONS CONDUITS EVERY 10 FEET (OR " GAS a. 7.5' MIN. SEPARATION 6" MIN. , SAND BEDDING J BY CONTRACTOR TWO 4-INCH PRIMARY SERVICE CONDUITO AS REQUIRED) TO MAINTAIN THE MINIMUM SEPARATION. PROVIDE WARNING TAPE IN COMBINED UTILITY TRENCH SECTION TRENCH. © MAINTAIN 7.5 FEET MINIMUM HORIZONTAL SEPARATION BETWEEN THE PSE PRIMARY NOT TO SCALE CONDUITS AND ANY WATER OR SEWER LINES. MAINTAIN 12-INCH VERTICAL SEPARATION AT UTILITY CROSSINGS FROM 10 TO 90 DEGREES. VERIFY CLEARANCE REQUIREMENTS WITH PSE, CIVIL ENGINEER, AND ALL OTHER UTILITIES. 8" SANITARY SEWER MAIN CAST IN PLACE CONCRETE CURB (PER DETAIL 7/C7) CONCRETE CURB AND G (PER DETAIL CONCRETE CURB AND GUTTER TRANSITION TO ZERO CLEARANCE CURB (TYP.) SLOPE ® 2.0% TYP., 1.0% MIN. TO CATCH BASIN PLAN VIEW ASPHALT SPILLWAY DETAIL (TYPICAL ALL) SCALE: 1 "=10' 3• MACy< �•� 4F WASh/ y 439372 p �� Sl0N TEA L ENS' �/1710'S EXPIRES 09/13/04 7 3/4" CAST -IN -PLACE CURB DETAIL NOT TO SCALE Record Drawing Certification PROJECT REF. FAC 103-0018 These plans are approved for conformance with the City of These drawings conform to the Contractor's construction records. Auburn s Engineering Division requirements. ByGDate 17.a b�i9�o3 / Rtle/Position /�/Vli/%'�9 ZA-1,er-V Approved By. - Confirmed by Clty. Date Date Approved. u, F- z > O zCf)E V) LLJ n Q � Z X Q o E- z w w 0-4g z Q n C:) CV CV CV 00 & X — Q 0/0 V-/ //N� (0 MM 00 _ZN 1..� z N I I Ld l' i Ln LO Z w �� Ln L0 cV 00 Z Ld CV (V J v E CO *- z I\ -0 O c °' o 4— N 0 N _�6 N X O N V 0 E i 0 V 0 0 0 N CD 0 E 0 0 a i 0 i Q) W i 0 i 0 0 0 0 i a- LT— - X -A 20' UTILITY E,45EMENT I l—f4==== I I v �a jai s PROJECT REF FAC0012-99 — This plan sheet conforms with the City of Auburn Planning Department minimum landscape requirements. Approved By: li� Date Approved: * 110 75 LANDSCAFE PLAN SGALE: P-30'-0" MAIN STREETDESIGN LANDSCAPE ARCHITECTURE 110 Third Ave. N. (425) 771-4809 Edmonds, WA 98020 (425) 771-5728 Fax ~' m, COcn m nL cn Ln Uin H w a� co \� o c o 6 m STATE OF WASHINGTON REGISTERED yX0,9CAPE ARMTECT KEN LO CERWICATE No. 363 Lu lLl cI� Ln —1 — U Q Q LL- U C1 uw O U O o� > z aZ- m Ln N W Q O _ a U N O N EA — Q � 6� U LL Q � Q W W J W J i— T W 0 - w J L�LJ W L Q U Z a Q sheet 'U V J 0 Q 01fO 17 q7 Plant twice ba I I 7. me diseased and ken branches gauge steel wire ough clear vinyl se below first crotch 2 wooden stakes purely driven into 2und. stain brown. ter basin with 2" mulch �azed planting pit ace topsoil, 1/2 native soil, ter thoroughly, fertilize DECIDUOUS TREE PLANTING DETAIL No scale MIX ��nenened'� Ir 1 e� =1I I- IIII-1 *4 i-1Ii 1I1=1I i� �,I r1=nin=lu_ .• i= :M._ _ - - =u w dF SHRUB PLANTING DETAIL No S(;p 10 w -Prune diseased and broken branches Water basin with 2" mulch Compacted topsoil water thoroughl , fertilize as req d Plantinqq hole min. twice s7ze of root ball Lai LAWN / PLANTING BED DETAIL No Scale GROUND COVER SPACING DETAIL No scale- Triangular spacing �psoil bed NOTES I. Subgrodes, including berms, to within Moth foot provided by General Contractor unless otherwise noted. 2. Subgrode shall be scarified or rototilled if conditions require. 5. 4" depth 5-way topsoil or equal in all planting areas. 4. 2" depth fine grade bark mulch in all planting beds. 5. All plant material shall be healthy, full and conform to USAF standard nursery stock, latest edition. 6. Plant material or size or kind not available may be substituted onlywith written approval of Landscape Architect or Owner and ity of Auburn 7. All mass plantings shall have triangular spacing. 8. All tree pits shall be inspected to insure proper drainage. q. Positive drainage shall be maintained. Mound planting areas minimum 12". 10. Shrubs and trees minimum 42" from curb for car overhang unless wheelstops noted. 11. a" wide bark mowing strip where lawn is adjacent to building. 12. Landscape Contractor shall maintain site until final inspection and acceptance by Owner. _t�IAfiC�4LINE (SEE 5�4EEfi L=1) PLANT LIST BOTANICAL / COMMON Acer rubrum ' October O lory ' / October O lory Maple 2" Gal. B$ B rroxinue oxycarpa ' Raywood / Raywood Ash 1-1/2" Gal. B$B Prunus cerasifera ' Newport ' / Newport Flowering Plum 1-1/2" Gal. B$B J Acer circinatum / Vine Maple -7', 5 cane min. B$ B 0 Prunus x hillieri ' Spire ' / Spire Cherry 1-1/2" Gal. BBB Pinue nigra / Austrian Black Pine -7' min. B$B Thuja plicata ' Atrovirens ' / Atrovirens Red Cedar 6' min. BBB Picea pungore ' Olauca Fastigiata ' / Fastigiate Blue Spruce 8' min. B$B (D Mahon is acp if o I ium / Ta I I Oregon Orape 5 gallon Full $ Bushy 0 Symphoricarpos alba / Snowberry 2 gallon Full $ Bushy a Thuja O. ' Emerald Oreen ' / Emerald Oreen Arborvitae 6' min. BBB 0 Rhododendron ' Jean Marie de Montague 2.7" min. Full $ Bushy O Abe I is x grand if Iora ' Edward Ooucher ' / Edward Ooucher O lory Abe I is 5 gallon Full $ Bushy o Prunus L. ' Otto Luyken ' / Otto Luyken Laurel 21" min. Full $ Bushy Azalea ' Hino Crimson 2 gallon Full $ Bushy :: Erica carnea ' Ruby Olow ' / Ruby Olow Heather I gallon © 24" O.G. Arctostaphylos uva-ursi / Kinnikinnick 4" pots @ 24" O.G. Hydroseeded Fine Lawn-D.F. Marks Winner Ryegrass-See drawing for location Hydroseed-D.F. Marks standard erosion control mix -See drawing for location Brillion Seed-D.F. Marks winner ryegrass-See drawing for location PROJECT REF. FAC0012-99 This plan sheet conforms with the City of Auburn Planning Department minimum landscape requirements. Approved By: 51W t� Date Approved: ob - 19. • 03 LANE)SCAFE FLAN 5GALE: 1"-30'-0" MAIN STREET DESIGN LANDSCAPE ARCHITECTURE 110 Third Ave. N. (425) 771-4809 Edmonds. WA 98020 (425) 771-5728 Fax oom o�-oo Ln Ln zz w o O V Ln Q_ V tD 6 c STATE OF WASHINGTON REGISTERED KEN LONEY CERTIFICATE No. 36 11J �,�W// 1/ Ln U U-- U w O �, 0� �> z CIZ ac K) N N N B [� W ~ - QD O Q Q N U O d N N Q N 6) U LL cc W W Q J w J H T) W — lU z � LL1 w c� Q (]_ U UJ Z Q O Q sheet /U V J 0 z L-2 J OqO 17 If ENTR' ' DRIVE y,LL .+. ' '.' `.W y.+ . . y. y.'.+W �Y. y.LL.'�'.'..'r'.'µ' y.4� �f�y..y..y J.'.y . y.y.' . ..W.. .+. Wy.y. .WWy •.'.»yW .y..Y. .LL y. . LLyLLy . '., W' . .' +� W .+. .+W yx .. �.. W ... ....... ......... ..... .......... ........ ... .'.'. . . " X ,a WA . . . . ........ .... ''.......'.....w. LL . ...'..'.'.'.4...W. t _ _ _ .. . . ., . � � . � 4"-12" MINIMUM DEPTH . .. . . . . ,. .x 5AN® IN-GRA56 AREA- . . . . . . . . . . . . . . _ 5RILLION SEED WITH Dr. MARKS WINNER . . . - . . - . . . . 3-WAY RYE MIX 121bs PER IOmm S.F. i . _ - - - . _ _ . y .j _ _ . . _ . W'CiCi�D _� i > . . . . _ . _ . . _ _ _ _ _ 41`DEI= T H 5/4""CRI B _ _ _ _ _ _ _ . RED CINDER AROUN SITE. 4TERN4TE BID GR,4 S - . . . . . . . . . . _ _ _ _ . _ . . _ _ ONLY AROUND. PERI ETER. _ x > x BLAOG DIAMOND POLYETHYLENE - . - - . - . - _ y y B C . BED DIVIDER Af; OUNfp OUTSIDE _ x _ _ . _ . _ . _ . . . PE�IMF-TER OF PATJ4W�„Y . _ _ _ _ x - -- gym' BABE RUTH 'BASEBALL "FIELD- X . . . . . . . _ _ . SEE DET,41L THIS �\ . y . PLACE X SHEET \ EXISTING . . . . . . . _ _ . _ . . . _ . . - BLEACHER x . . . � I 7C X X _ . . . . . . . . . x x . . . . . . . . . . . . . . . . x . . . . . . . . . . . . . . . X X . . . . . _ . . . . . _ . . . . . J X r— _ it� X . . L SNAGK BAR d RESTROOM II BY OTHERS. x . . . . . . . . . _ W4" DEPFH 3f4" GRUSHE©— - X RED GINDER AREA - - x . _ . . . . I x I I t NTH 5E CT I ON 5 � F3 Nfis 4" DEEP SAND J SLOPE SLOPE )uNU ILUI Ktl-: 1 rig vv 1 L—.70 This plan sheet conforms with, the City of Auburn %nninn n) nnrfmcnt minimum landscape reevi ramAnfo Approved By: Date Approved: Oro .12.03 12" DEEP SAND - = Illll�lllll�lllll�lllll�lllil�liiii�iilli�ililil 12" DEEP SAND LANDSCAFE FLAN 0 15' 30' 60' 1V1AliN o 11-,',ET DESIGN LANDSCAPE ARCHITECTURE 110 Third Ave. %d. (425� 771-4809 Edmonds, WA 08020 (425) 771-5728 Fax �,_D Ln Ln li I�19 I i I I�I0Iw II 1 N — o c a> � � o d:20N STATE OF WASHINGTON REGISTERED SOME RCHI7ECT KEN LONEY CERTIFICATE No. 363 tLu W CZ Ln _I u w tS O W Q 1 R/ Q iL cQ m N i N U) Q c� W ~ 0nI QQ iV U 0 U; N — Q (� Q (d a: " J W w J W W s J „ 2 Iw I W L) �1 U a LL1 z Q O sheet U ® �I L� 0qD l*7 Y7 _ r _ . a a _ a a a _ _ _ I\LV `../II•✓LI\ 7 "7 X _ a r a a a r x I_ a -' X X x x I x a a y r_ y___ r a a a r a a 8_ _ a a a a a a a r a_ r a L X LITTLE LEAGUE BASEBALL FIELD. SEE DETAIL T1415 P 4CE X ____r_ar r a SHEET _ a a _ r a ... E Is:I�vC�. X _ r _ r a •. _ r a a a a r _ _ r .. _ a a a _ a a a r a a a I a B!}EAGNER X a X r _ _ _ _ _ r a _ a a a r a a _ a _ A a a a a a a a _ r a a 0_ x a a r r a a a a a a _ a a a r _ X X a__,-r-_--_a__r__rarr_araaaaaaa_raaaaay_ X i LH i_ _ _ a r l lall 11 11 a X X \ / if--H X X X X X X _' _ r r r a a _ _ r r _ _ a a r� ,1 X 0,0( —(a a rt1= I_ /�' �' r _ a �" - - - - - - - a _ _ _ _ _ _ _ a _ X _ a _ _ •I 4"-12" MINIMUM_DEf5TH - SAND INGR/ASS _AREA. _ - a • a a a _ a a BRILLION SEED WITH _ - - D.F. MARKS WINNER X 3-WAY RYE MIX 121bs a _ r - r- a a r a ±-ER' 1000 s�F. a_ - _ a- a - - _ a a a a a a a r a a a r l a a a a a a a a a a a _ _ a _ _ a a a _ a a r I i X -X X -X X X x -. Y- x x X x x X x-----------I x 33' WW3 4" DEPTH 3/4" CRUSHED RET7 CINDER AROUND SITE_ ALTERNATE BID GRASS ONL Y AROIU'`!D PERIMETER. CHAIN LINK FENCING AROUND PERIMETER, RY OTHERS I 51EVE 51ZE IN I T T LEE- -STANDARD �5CREEN k.4 U, 7i-MICU 1=�_kuI Y. 11l0.I11t(3 �� OF FARTICLES I I 4.5 I 4 I I I 100 2.0 I 10 1 e5 -100 1.� 0.5 I 30 I 50 -10 I I 0.25 ro0 0-30 I 010� 140 0.0- 1 200 I 0.5 1 0.01 210 I 0 I �o 3z BENCHES • S' ALUMINUM BY STEELCRAFT INC. MODEL LBA-SP • 2 PER DUGOUT, CEMENT FOOTINGS 4" DEPTH INFIELD SOIL MIX BY IDDI*SGS I".1C. BAT RACKS • GALVANIZED STEEL, STEELCRAFT INC. MODEL 5R-15 • 1 PER DUGOUT, CEMENT FOOTINGS 20' I - 25' \b��,AL! �=t= [ IAIL 5C,4L€: 1"-20'—V'Zol"I � i� i 0 10' 20' 40' PROJECT REF: F,A000 12-99 This plan sheet conforms with the City of .Auburn Planning Department minimum landscape requirements. Approved By: 2Kf Date Approved: A4.40.03 5' BACKSTOP FENCING • 20' HIGH • ro GAUGE FABRIG • 45 ° HOOD • 4" O.D. SCHEDULE 40 POST • 5' DEEP, 24"d CONCRETE FOOTINGS • 5 2x12 BACK BOARDS, PAINTED GREEN SIDE PANELS TO DUGOUT FENCING • 20' HIGH • 9 GAUGE FABRIC • 4" O.D. SCHEDULE 40 POSTS • 4' DEEP 18"a CONCRETE FOOTINGS DUGOUT AND SIDE PANEL FENCING • 10' HIGH • 9 GAUGE FABRIC • 4" O.D. SCHEDULE 40 POSTS • 4' DEEP 18"d CONCRETE FOOTINGS ALL FENCING TO HAVE RAIL EVERY 5' �if4L�= I"-3sv'—�II I t J� 0 15' 30' (001 MAIN STREETDESIGN c� cn t9 In Ln II I � z z :o I0C)N I N — o o c a� 3 0 O � _0 U d Ai(2_a6VA&' v STATE OF WASHINGTON REGISTERED n LL C ,C�l => _ LLJ U � r 11.�_--- N� lz m 363 n LA >P ni 4 1..i� n I �U Q LU 0 Q �V. � V - N (n (T) F U LU w LU T) w W U �_/ -3 ¢ C) a m LANDSCAPE ARCHITECTURE 110 Third Ave. N. �425) 425) 771-4809 Edmonds. WA 98020 771-5728 Fax I A �I L 4t �I Record Drawing Certification These drawings conform to the Contractor's construction records. Date Title/Position _ Confirmed by Clty: Date !R1eATION PLAN SCALE: 1 "-30' -01' 0 % a MAUv STREETDESIGN LANDSCAPE ARCHITECTURE 110 Third Ave. A ('425) 771-4809 Edtnonds, WA 98020 (425) 771-5728 Fax 00 u zz w w � � o cl U V N — 0 c STATE OF WASHINGTON REGISTERED �UU��CAPE RgiITECT KEN LNY CERTIFICATE No. 363 LLJ LLJ 4-1 Ln U I LL- U cl w O CL-W O —' >� > z n� m Q m to N N En Q c� W F- L) O C\j to — En Q � � I- U ILJ II __j W W Q J W W J W Q W w U Q U z ¢ O O J 4 - Qsheet L 5 L� oY0 t-?c{7 i*� A =t== .-- I I I tw Ir� / /' f==== f==== /� I It==== f==== =f== I fljI Record Drawing Certification These drawings conform to the Contractor's construction records. Date Title/Position Confirmed by Clty: Date IG;ATICN FLAN SCALE: P-30'-O" Imp 0 '-00 MAIN STREET DESIGN LANDSCAPE ARCHITECTURE 110 Third Ave. N. (425) 771-4809 Edmonds, WA 98020 (425) 771-5728 Fax CO ) ULn Ln z77 w w c > U O — C5 v N _ 0 c v o � a •U U N V STATE OF WASHINGTON REGISTERED l�AN0.SGIPE gil7ECT r` 1 KEN LONE CERTIFICATE No. 363 1 LLJ L J 1� Ln J U I Q Q LL- U w O w o -' Q z m m In N N N Q c17 W � O Q Q U 0 a GN N — Gn Q N G) Q Cd ~ S� I U Q W W J 4 W W — w = (A Q LLJ W U Q U Z ¢ O O J Q sheet U c 0qD 179i -.. 1-1/7 - 01� 61 LH Z— Record Drawing Certification IThese drawings conform to the Contractor's construction records. Date I Title%Position Confirmed by Clty: Date 11RlG i f CN FLAN SGALE: P-30'-O" Fu—l---j 0 i5' 30' ro0" MAIN STREETDESIGN LANDSCAPE ARCHITECTURE 110 Third Ave. N. (425) 771-4809 Edriaton.ds; WA 980.,0 (425) 771-5 28 Fax I I I OOG I UTL I it zz li.l iL.l OOw .0 o II I UUs7� N — 0 c 0 3 Y I O w STATE OF WASHINGTON REGISTERED LANDSCAPE KEN LONEY CERTIFICATE No. 363 LIJ LLJ (n Ic- 4-N Ln —i i Q U- U c� :� w O w D— o L Io N N N W � O Q Q N U OCn N N Q � � d � ~ 5 U W Q � W W Q W i-i - T) W LU I� W U Q L) Z Q O � � m 0 Q - i- sheet QI L-7 L_L_ —I 0VD 17147 10 2a I .sh grade/ Top of mulch p-Up sera&y sprinkler plastic Mi�R nozzle -Inch male. NPTx Ar-10 inch -b EIboW Nipple or Funny Pipe C Schedule 40 Tee or Ell -Inch male NPT x .4010 Inch -b Elbow r-vG Latnrol Pine POP-UP SPRAY SPRINKLER No Scale Select i r cm, iovc debris c sharp o PVC Cie s leev ine 9i�e of " Hw iO�HHHHHHHHHHHHHHHHNHHHHHHH il�Hl `III -IIIIII-IIII I �=1 I I �ackf►II, I1 1 ^� �..o "� III III I�I • I I-IIIIII III=III-III rocks, � III - III II 4nd11I -nl�il1 e .. -.III -III 11=III=III= 11�=,��1 ejectsI11I 11 I I _, : 11-1 I I: I I I-TI-I 1 1=1 :..: ITT I i� I I: iT=1!lil!TIITiI a �: III d1I II=11GG Iss 200 � .Iliillll I twice alpe m Lateral or Mainline v L----� SLEEVING DETAIL No Scale Gate Valve Quick Couoler Valve for winter' blowout — Height above grade determined in field. Black pipe only. -ub spray head ish grade Nipple q0° Marlex Ells G Schedule 40 Tee or Ell G Glass 200 Lateral Pipe DOUBLE SWING JOINT No Scale Finished grade III-III=III II , a, -III I!I-III �� a Select backfill, IIIII remove rocks, _ l l .a� :wvl � bris and �A sharp objects f� it II -II PI C Glass 200 rill -III' -III' Lateral P1\/C Glass 200 Q Mainline—i Valve Wires TRENCHING DETAIL No Scale Pressure Reducina Valve, if required J —Master Valve, if required PVC Mainline Double Check Valve Stub out from Domestic Meter, Or separate irrigation meter POINT OF CONNECTION No 5va i'v IRRIGATION SCHEDULE SYMBOL DESCRIPTION I RADIUS I GPM I PSI li RAINBIRD FALCON 6504 SERIES I 53' I 1.10 I 50 RAINBIRD T30-2.5 T-BIRD SERIES 4" POP-UP I 50' I 2.60 I 35 9 l� Riilf IRD T22-I.5? I -BIRD SERIES AlPOP-VP II 22 I.7 � 35 C) 7� T7 17) RAINBIRD 1500 MPR 15' SERIES 4" LAWN POP-UP, 6" G.G. 15' 1.55H 1 50 O U U Co) RAINBIRD 000 MPR 12' SERIES 4" LAWN POP-UP, 6" G.G. i2' I I 1.3014 I 30 (D RAINBIRD IPOO MPR 10' 5ERIE5 4" LAWN POP-UP, 6" G.G. 10' O1qH 30 4 Z3 jg RAINBIRD 1&00 MPR 5' SERIES 4" LAWN POP-UP, 6" G.G. I 51 I 0.52H I 30 RAINBIRD 1 °00 MPR SIDE STRIP Al "-I V: POP-UP, ® RAINBIRD 1500 MPR SIDE STRIP 4" LAWN POP-UP, 6" G.G. I 4'X30' I 1.21 I 30 * RAINBIRD 1&00 MPR END STRIP 4" LAV4N POP-UP, 6" O.G. 4'XI5' 0.61 30 X RAINBIRD 44 LRG I" QUICK COUPLING VALVE S ISOLATION VALVE V RAINBIRD FEB SERIES PLASTIC VALVES � j RAiNBiRD E5P-40MC SERIES 40 STATION CONTROLLER (BUILDING LOCATION) RAINBIRD E5P-32MC 5ERIF-5 32 STATION CONTROLLER (SNACK BAR LOCATION) �9 POINT OF CONNECTION: 1-1/2" IRRIGATION METER 2" FEBCO 850 DOUBLE CHECK VALVE I" QUICK COUPLER VALVE Z1�\5 1 A l ION — — 2-1/2" MAINLINE, PVC SCHEDULE 40 LATERAL LINE, PVC C1 A55 200 _ - - - - - SLEEVING, PVC GLASS 200 O IL�ICJAA 1-�/ArT' I /'1/ ATI /1L1 /�t� i:Jn/ // kl- / l I t�C7 ALI1 I.I ATG'b r5 rr rI It7G AT !7/ VVIYI IP\I'I L/�f'1V 1 Ll/V/'1I IVIY VI I-.V .V., VVI`41 I�VLLLI�, nIYL/ rxr%I L-M I-IV-..JJVItL r-%I 1 .V .V. O ALL VALVES IN 'AMETEK' OR 'CARSON' BOXES SET AT FINISHED ORADE. o THRUST BLOCKING AT MAINLINE AND VALVE LOCATIONS O ALL 11, 0O IK PER PLANS, LOCAL CODES AND MANUFACTURER'S SPECS. o PRESSURE TEST BEFORE BACKFILLING. o PLAN 15 DIAGRAMMATIC. ADJUST LINE AND HEAD LOCATIONS AS NECESSARY TO A55URE PROPER COVERAGE AND CONFORM WITH ACCEPTED CONSTRUCTION PRACTICES. ncwru t.rvrvnry i.crunc,ciuvrr I I These drawings conform to the Contractors construction records. I Date I Title/Position I Confirmed by Clty: Date GAT 1 ON ��AN SCALE: 1"-30I-EII ul-1 I 0 151 30, i00, MAIN STREETDESIGN 1 ANDSCAPF ARCHITFCTURF 110 Third Ave. N. (425) 771-4809 Edmonds, WA 98020 (425) 771-5728 Fax I I lol�l� III III IIIIII�I�II I III I I I I I I IWIWI Z IQIoI � IIIIII�I�IoI III nl •� III IIII I 0 o c 3 n I V a� UI N O n l aU+ • � I U � "O AIL/ STATE OF WASHINGTON REGISTERED LANDSWAK KEN LONEY � CERTIFICATE No. 363 f 3 W i— rt V l 4•-1 I— Ln I U C) 1 L' tV^J' \v/ 1 � � A 1�� R/ J r�f'1 I U7 in N M Q � Ia� N a I0 a N En nl a N 1 IC4 Q 1 I� \U 1 w w I-1 w I I w _ w i) LU W u V n 1�1 U � oIJ _. Q sheet �I �I I -b 06f D 0 47