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HomeMy WebLinkAbout06D1882SITE PLAN NOTES: 0 1. FLOOR DRAINS NOT TO BE INSTALLED AT THIS TIME. IF INSTALLED LATER THEY SHALL BE DIRECTED TO THE SAN. SEWER VIA. AN APPROVED OIL/WATER SEPARATOR. SHALL BE DIRECTED TO THE SAN. SEWER VIA AN APPROVED OIL/WATER SEPARATOR: 2. OUTDOOR LIGHTING FIXTURES SHALL BE SHIELDED AND DIRECTED TO AVOID LIGHT SPILLAGE ONTO ADJACENT PROPERTIES AND AVOID GLARE FOR MOTORISTS TRAVELING ON ADJACENT STREETS. 3. STREET CURB SMALL BE PAINTED WITH FORMULA YID-Y1, FIVE FEET FROM EACH SIDE OF DRIVEWAY. IN ACCORDANCE W/ ACC 18.52.050 (C) PARKING LOT LIGHTING MUST NOT EXCEED 1i FOOT CANDLES AT THE PROPERTY LINES. 4. POST BUILDING ADDRESS W/ 24" HIGH LETTERS ON FACE OF BUILDING AS/ IF REQUIRED BY THE CITY OF AUBURN. 5. CONTRACTOR SHALL COORDINATE POWER, CABLE, PHONE & GAS SERVICE W/ UTILITY PROVIDER. CONTRACTOR SHALL COORDINATE POWER, CABLE, PHONE & GAS SERVICE LOCATIONS W/ DEVELOPER/BUILDING OWNER. 6. IN ACCORDANCE W/ ACC 18.52.090(B)(4) ALL COMPACT STALLS MUST BE CLEARLY IDENTIFIED ON -SITE THROUGH PAINTING THE WORD "COMPACT' IN UPPER CASE BLOCK LETTER USING WHITE PAINT ON THE PAVEMENT WITHIN THE INDIVIDUAL PARKING SPACE. CONSTRUCTION SEQUENCE 1. ATTEND PRECONSTRUCTION MEETING WITH THE CITY OF AUBURN. 2. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE. 3. WORK WITHIN R/W SHALL BE LIMITED TO 15 CONSECUTIVE DAYS. CONTRACTOR SHALL COORDINATE WITH CITY OF AUBURN REGARDING TIMING. 5. GRADING & BUILDING CONSTRUCTION MAY BEGIN. CONTRACTOR SHALL WATER THE SITE AS NECESSARY TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY DURING DRY PERIODS. 6 CONTRACTOR IS TO LEAVE EXISTING MODULAR BUILDING IN OPERATION UNTIL NEW BUILDING "A" IS FUNCTIONAL/OPERATIONAL PER OWNER REQUESTS. 7. CONSTRUCT UTILITIES & PERMANENT STORM CONVEYANCE FACILITIES. 8. COMPLY WITH THE GRADING, DRAINAGE & EROSION CONTROL NOTES IN THE CONTINUOUS OPERATION AND MAINTENANCE OF THESE FACILITIES. YS SWEEP STREETS AS DIRECTED 9. .PAVE SITE. CLEAN ENTIRE STORM SYSTEM, BY THE CITY OF AUBURN INSPECTOR. 10, REMOVE EXISTING MODULAR BUILDING. SIGHT DISTANCE TRIANGLE BASED LOCATED IN SECTION 12, T21 N, R4E, W.M. ON 30 MPH PREVAILING SPEED AUBURN, WA S H I N GTO N (290' LEFT, 6' FROM CURB) ALIGN D/W APPROXIMATELY (f 2 )IST AS DNORTH SHOWN LANDSCAPING CAST IN PLACE 6" CONC. CURB EX. D/W 2� MAX , . . — o . •' : SLOPE , - 2i - h ILSANITARY SEWER ^' •..—_ ESMT AF 950629 EX. D/Wm vv - t_6T14 STREET AW. S 89.04'50" E - g^ -,- - ---� ��INOR ARTE-qRIAL 20 I 36' 20 - - �W- , � 5'X5' LEVEL LANDING (CONC.) - - - - 2 H C RAMP DETAIL EX. D W - r � 8S'04'S�" F 141 iQ- � 1 - - -,. - _ - - / v I -SS- -� - - _ _ - _ N.T.S. D- I - \� Cl 20'1R - -- EXTRUDED CURB 6" MAX 29th 3 o Ct Ly z a. r- 15th 30th ST NW 3 a c a mTfm SITE F..w� 0 .�. %*.0 EX�STING ASPHALT PARKING LOT�, �� VICINITY M SITE DATA 1 i ,.• I \ \. \ \ SETBACKS (REQUIRED): 6611 "01— g- '100MEN00111 1 011 \NON 11 MO% SEE! R SETBACKS (PROVIDED): AN amm GENERAL PLAN NOTES 000111 INN 1 . THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S '\Ilma 010MIN REQUIREMENTS AND BE IN ACCORDANCE NTH THE APPROVED PLANS. ANY '01 CD CHANCES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE INN, III, OWNER,1 i ` ♦. \ t,♦`\, �\ � \ , �\ � \ , . , :\� ... � �\.\�\\\\\\\�\\\\ • • � \�\\\ �'\\. , . � \ \ �\ \ \ CIO ALLOWABLE BUILDING AREA: 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTONQUALITY CONTROL\ \ \ \ \ . .. POND STATE DEPARTMENT OF TRANSPORTA11ON (WSDOT) STANDARD SPECIFICATIONS tl��\����ao\\����...\t�\\\\\\\\`\ �1, \_. o.rri'rii�rriiiss,\\\\\\\`\\\\.�\\\\\\\,[f/////�1-�\\kmk' "ii __.`an `�•\\\ ,. \ \ .ram_\��/'/.. • ' i i • i' :1 1 1 : 1 1 i 1 : i• 1•°• i 1, 1 1• •"'•i i 1• i'' : i •' 1' '/ : i 1 " i 1 / 1 1 1• '1 1 1,+ • 1 i, , , 1 1 1 M I,w ,r..1 � .•1,•iy l 1 1 /• CONTROL 1 • �� li 11' CONTRACTORS STORY SPMNKLERED SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. ND e oaA\\\\\\\\\\\ R THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS\53 � 1 • 1 i 1 / 1 " / / 1 / I � , 1 1 : /1 1 • 1 • / 1 • / 1 1 /• 1• i, 1 "1 �1 /• 1' 1' ■ EkSTING STORM WATER RETENTION POND 1' 1 IN 1 UTILITY CONFLICT NOTE: THE CONTRACTOR RESPONSIBLE /'LOCATION,DIMENSION,1 DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES 1 HORIZONTAL 1 LOCATION PRIOR / CONSTRUCTION. INCLUDETHIS SHALL / :11 1 POTHOLING 1 THE EXISTING U11LITIES AT LOCATIONS / •/ / PHYSICALLY VERIFY WHETHER 1• ! 1LOCATIONS1 1 / 1 PLANS ARE 1 1 1 1VARIATION.1 SHOULD OCCUR, CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING CONSTRUCTION. SITE PLAN ,• =30 �NKiMt SQUARE) EXIST. PARKING — A CEN AL ANGLE OF 77'00 57 , AN ARC LENGTH OF 362.98 W < I BEARS N 50.34'21" W 336,27 FEET; THENCE N 89.04'50" IN DISTANCE OF 141.10 O- I rr EX. D/W W k FEET, TO THE TRUE POINT OF BEGINNING. W z DATUM (NAVD 1988) PARCEL NUMBER Q ( VERTICAL DATUM - CITY OF AUBURN 000080-0051 CITY OF AUBURN BENCH MARK #26-U BENCH MARK ELEVATION = I BENCH MARK DESCRIPTION69.42 PROJECT SURVEYOR BRASS DISK SURFACE MONUMENT 0 INTX. OF (EX. ASPHALT I `�" 151H. ST. N.E. & "D" ST. N.E. HOLMVIG, DEWITT AND ASSOCIATES PARKING LOT) I 1036 COLE STREET ENUMCLAW, WA 98022 OWNER INFORMATION EXPRESS STORAGE C/O MR. FRED CRASE 14214 MERIDIAN AVE. E. L�,N F• P _ PUYALLUP, WA 98373 1r 0 WA H� PH: (253 841-4903 REM DRAWING CERTIFlCATION �► ��, " FX: (25V 841-1652 2 A.C. PAVING y,�^ 51i• y�" LIGHT SECHEAVY SEW, }- 3" HEAVY SECTION I - SLOPE D II—III— DN • CONC. CURB 0 o p o 0 U0 0 00_ o 0 0 0 0 e 0 o' _— > o op o 0 0 0 0 4"-%* MINUS COMPACTED SUB -BASE CRUSHED ROCK LIGHT SECTION, 6" HEAVY SECTION VERIFY PAVING SECTION AND SUBGRADE PREPARATION REQUIRED BY SOILS REPORT. SOILS REPORT SHALL GOVERN OVER PAVING SECTION NOTED CURB & PAVING SECTION Ni N.T.S. SHEET INDEX C1 SITE PLAN C2 T.E.S.C. PLAN C3 STORM DRAINAGE & GRADING PLAN C4 WATER & SEWER PLAN C5 SECTIONS, NOTES & DETAILS THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: SIST AL " TITLE/POSITION EXPRES 3�8� CONFIRMED BY CITY DATE: r ea /'.tj PROJECT REF: FAC 03-0002 DATE JAN 2003 THESE PLANS ARE "APPROVED" FOR CONFORMANCE DRAWN BY WITH THE CITY OF AUBURN ENGINEERING DIVISION'S G,MO REQUIREMENTS C P 1110/03 � 0 DESIGN BY APPROVED BY: 'G65ade2 ��-1�-� A.F.P. +� �!b _ O 3 JOB N0. DATE APPROVED: 02-005 REV. { DATE BY DESCRIPTION SHEET NO 1 ! 03/03/03 G.MO PLAN CHECK REVISION LOCATED IN SECTION 129 T21 N, R4E, W.M. AUBURN, WASHINGTON GB TYPE2 RIM=64.54 EX. SDMH EX. SDMH TYPE I1-48"0 IE(12"S)=59.24 RIM=63.84 EX. CONTROL STRUCTURE IE(24"W)=57.84 IE(15"S)=58.44 PER DTL 5/C5 IE(24"E,W)=57.84 RIM = 64.53 EX D/W EX. CB TYPE II IE (15") 59.53 �� RIM = 65.23 IE (15") = 57.06 1 ' SANITARY SEWER ' EX. D/W ESMT AF 950 ��vlt° ` / -----------W------------ -W--- �- -- CB TYPE2 6�'H STREET N.W. � RIM=65.21 IE(12"N,S)=59.61 "�_. - - - - ----- - » IE(24"E,W)=58.31 S 8904 50 E - ° \ _ _ W_ (MINOR ARTERIAL) \ _ { -° EX -f3h6 ALKAll )11 EX. D/W - ----- - -�-SS lb LL: -� \\�\ \ ' -� _ °off \ EX. D/W EXISTING ASPHALT o� CB PROTECTION \ . PARKING LOT � 1� \ n T� P-_R-MA. 5.03 t�� rEROSION�/, 1 ELECTRIC ESMT 6 53 EX IE=59.53 I ; I EX CB, TYPE AF 005210830 \ \\ ° o I ,{-- 64.53 �\ �0 S �; / E/ (12") = 60.03 / A ���\s \ CB TYPE2 EX. CB TYPE II-48° 10 (2'- 2 10' o� -\D_ _+�° -FARING LIFTS o RIM465.85- OIL WATER SEPARARTOR -���' \ / \ >\ +oI\.. �\\ \ IE(2 NW,SE) 58.45 RIM = 62.12 °° I a �� \ 1 BLDG �- "/ \ \ III �� \ +°�. SD_ _ � EX. CB, TYPE i /// �\ \� \ \ EXISTING I I I b �EM�IN _ RI = 64.73BIOSWALE �? I ERING �. , 61.03IE _ � SIT '� I/ l\\ j �,`7 ___1/ �ONSIR TI ) I ^���\ CONTRACTOR SHALL III �� 'I L - - S �,' + ° \ o INSTALL: SILT ---� -�- --, �\ o FENCE AS SHOWN PROTECT EXIST. �� �� \ ♦+ PER C.O.A. EROSION 02 LANDSCAPING, �� LF 1 \ TYPICAL R �� �J \ �y I \ o� \ \ \ (TYP. ) EXISTING BUILDING ✓ I TALL: TEMPOR �/�\� \ \ \ �\ /� o ° o� �� o�\ \ CB TYPE2 """' s RIM=66.44 ER C.O.A. Eo ION- 1 \ °� x. \ + CONSTRUCTION + \ \ s \ IE(24"N,S)=59.2 o \ \ IE(12 b'V)=60.44 1 POND , I 1NST \ J L' S E D \ \\ \ \ &F TEI . \ f » \ ' �/ A CESStu I-LONO I : 3' �� IE _ % - - -/- -5- _gyp A ,� EX. to �� 63.03 / I I IE _ ii ,2- / 1_ - I"~D IE=60.43 +� I ...,..„,,.` +�� = 66.53 oo. ° \ 31 IE = 63.62 ST PAD ACCORDINGLY EX. IE=60.63 INSTAL L: 45LF I I I I STALL: 3 �fEMID. °� tinl 12" CMP 0 0. R 2" CMP10 0.5% ••� -\ I \ \ �o . ° I ° ° ` IE = 64.53If A If = o° I 63.28 I .7 6 oti 63193.35 » N 89'O6 05 W , o P CLEARING LIMITS I ST`kL : P. I INSTALL: SILT ' ; \� I \ TC�;IE�j / R K HECK I t� I I FENCE AS SHOWNL / \ \ I\ M�5 .0.PER C.O.A. EROSION-02 o DJ �� + (TYP.) 100 YR 1 0 ` 15' o � V Io IqP WS EL. \ ' + o0 = 63.48 0I j I + W + I ,o o�� Z EXISTING BUILDING :I� P D1 o L_ ( 66.63 o I 0ILDI I A \ " W cY o I F. EX. D/W \ CLEARING LIMITS �° �. o Fj I 0 \ (ADJUST P�� C NGLY) X (Ty) ° o w I N z 30' \ \ 0' 0' I + 25'25 o I EXISTING STORM \I I EXISTING (EX. ASPHALT WATER RETENTION PARKING LOT)EXIST.PCND I I BUILDING PARKING \ oo +o F.F. 67.97 \ \ \ 1 e i h MATCH EX. 14 GRADES 0 EX. FENCr \ I I 0 • ��� ono � \ o /06.03 MATCH EX. IE _ -' / \ GRADES 0 R (TYP.) +y y-POPOSED BUILDING D �o �6 - F li= 66.53 IN i Z (ADJUST PAD AMQRD GLY ) 210.00' 2 N 89'06'05" W EXISTING BUILDING C5 UTILITY CONFLICT NOTE: `- CAUTION: 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. T.E.S.C. PLAN 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 1 "=30' WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. LEGEND DESCRIPTION NEW EMTW STORM DRAIN SD - -- _SD_ - SANITARY SEWER - - _SS_ - WATER - - - W - - FIRE HYDRANT 0 CATCH BASIN ■El SS MANHOLE O SD MANHOLE O❑ WATER VALVE D4 TEL MANHOLE O TEL RISER 13 POWER POLE -0- STREET LIGHT EXTRUDED CURB SPOT ELEVATION /63.00 00 SILT FENCE "V" DITCH W/- ROCK CHECK DAM CONTOURS 50 - 50 - - ROCK QUARRY SPALLS CLEARING LIMITS �■�■ CB PROTECTION Q FILL SLOPE --;- .j 9 w ''fit :z V V) W CD W Z d U N W H RECORD DRAWING CERTIflCA110N THESE DRAWINGS CONFORM TO THE CONTRACTOR'S BY: DATE: L "• TITLE/POSITION F-E F(Piq-- 3/81200'S CONFIRMED BY CITY DATE: PROJECT REF: FAC 03-0002 DATE JAN 2003 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISIONS REQUIREMENTS cop 41,o%s DRAWN BY G.MO DESIGN BY APPROVED BY; A.F.P. � -�a DATE APPROVED: -0 3 JOB N0.02-005 REV. DATE BY DESCRIPTION SHEET NO. 1 03/03/03 G.MO PLAN CHECK REVISION C 2 DESCRIPTION NEW EXISTING ROOF DRAIN RD STORM DRAIN SID - - -SD - - SANITARY SEWER- S� - - - -SS - - WATER -- rd -- - - -W - - FIRE HYDRANT WATER VALVE Z WATER METER 83 CATCH BASIN ■ ❑ STORM MANHOLE ® @ SANITARY SEWER MANHOLE O CLEAN OUT • o AC PAVING (LIGHT) AC PAVING (HEAVY) GRAVEL CONC. SIDEWALK LANDSCAPING \ EXTRUDED CURB PAVEMENT FLOW > CONTOUR 63 - - 63 - SPOT ELEVATION 63.00 0 FENCE LOCATED IN SECTION 12, T21 N, R4E, W.M. AUBURN, WASHINGTON CB TYPE2 EX. SDMH EX, SDMH TYPE II-48"0 RIM=64.54 IE 12"S -59.24 RIM=63.84 IE(15"S)=58.44 EX. CONTROL STRUCTURE IE(24" )=57.84 IE(24"E,W)=57.84 PER DTL 5/C5 RIM = 64.53 EX, D/W EX. CB TYPE II _ IE (15") = 59.53 - - RIM = 65.23 - --- 15' SANITARY SEWER - - --�--- +- - IE (15") = 57.06 -_ -.. ESMT AF 9506290 9 - -- - - - -----1-- -- -- - EX. D/W tufl - -40, I I S 89'04'50" E - R ARTERIAL) 1 (MINOR -7 --SC- -- --- ---- ---- -� --- - --------- - - - -- cam• _ _Oil 11 11- -. • cn EXISTING DETENTION/WET POND PER GRA 01-0013 *VOLUME REQUIRED = 9,302 CF VOLUME PROVIDED = 9,714 CF TOP/BERM ELEV = 63.53/64.53 BOTTOM LIVE STORAGE ELEV = 59.53 TOP DEAD STORAGE ELEV = 59.53 BOTTOM DEAD STORAGE = 56.53 SIDE SLOPES = 3:1 EXISTING BUILDING (F.F. = 65.96) EX. IE=60.43 Ex IE=60.63 100 YR WS EL. = 63.48 EXISTING BUILDING (F.F. = 66.63) NEW BUILDING B1 F.F. 66.53 EXISTING STORM WATER RETENTION POND a UTILITY CONFLICT NOTE: CAUTION: 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 A 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 NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. W • of0 rw N Lq �I �Q 30' 66.38, 0 N 20' SDI \ggoomm NM ON& o \h / 90" (N 89'19'20" W) -mot UTILITY CROSSING UTILITY CROSSING IE 12 SD = 61.94 IE 12 SD = 61.27 TOP 12" D.I. = I TOP 6" D.I. = 60.27 82LF 12" PVC SDR-21 ® 0.5% -- 124LF 12" PVC CD o SDR-21 @ 0.62% 175 NEW BUILDING ( F.F. 66.53 96LF 12" PVC SDR-35 @ 0,62% `aP R momEMONN * 96LF 12" PVC - SDR-21 ® 0.5% 1 11 :•1.1 N I00 25 I o ,66,38 N (TYP.) I CV i I STORM DRAINAGE & GRADING PLAN 1 "=30' NEW A � O BUILDING F.F. = 66.53 - I 2% . TYP. 50' 5L ' (+) MATCH EX. GRADES 0 It (TYP.) CB TYPE2 / RIM=65.21 IE(12"N,S)= 59.61 IE(24"E,W)=58.31 193.35 \- N 89.19'20" W N 89101 W NEW BUILDING B2 F.F. 66.53 EXISTING BUILDING F.F. 67.97 (PRIME SQUARE) EXIST. PARKING * VERIFY PAVING GRADE BUILDING © & (D DOOR OPENINGS AS F.F.-0.15', ADJUST AS/IF NECESSARY EX. D/W �l0 �J r7 CD .11t r� o 00 • � W I--- O Lo CATCH BASIN TABLE s� (Iz'►�,5�:6z.'S Z - N O1-01 yo O EX. CB #1, TYPE I 6 CB #6, TYPE I u o U- Euv"W�'62•� RIM = 64. ,#,yG O RIM = 650,20 c~� Lo RITYPE2 T�(12'S�r6i•ys O ( 2, CB #2, TYPE I O7 CB #7, TYPE I -Si v) 3 RM=65.85 RIM = 65.01.75i RIM = 6'�',db' �eG•cS 1E �IZ"N� - � po IE(24"NW,SE)=58.45 ��(IZ"�\r%2.Oq�id' (�i'2')f.b` ,TE�IZws�=�°L•�D 0 00 10 IX �E(6" W) (3D CB #3, TYPE I ® CB #8, TYPE 1 0 s t m Zf(6'' �� = G�• y RIM = 65.83 RIM = 6501, 85 a V tF.(12"S) - 62. t `i ® CB #4, TYPE I O9 CB #9, TYPE I 1� � �„ W, E►S)' RIM = 65.73 RIM = 65/1,61- / \ \ U w)z43.13 \\ \\ ��(�•E� z(o3.o8 0 CB #5, TYPE I 10 CB #10, TYPE I \ RIM 64. ,� 23 ERIM(12) it G 1.98 5. X1.d \ CB TYPE2 �F(6"s�r�3.13 IE (12") = 61. " RIM=66.44 J� E(24"N,S)=59.24 IE (8") _ 6,1,78 \ `IE(12`N)=60.44 NOTE: 12" 0 ADS-N12 PIPE MAY BE USED AS AN ALTERNATE ON -SITE. I\ ss I 1 \1 � I ' � MATCH I Y EXIST. GRADES P I I' EXIST. 24" ACCESS EASEMENT I I i W� L z _ F- Q I EX. D/W w II o V / Z < (EX. ASPHALT I `� PARKING LOT) _ Z Q ZD m _ W 'Q C)_ /W V O Z V 3 m z � � w W Q LLJ m 0 a N w w N RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S 11 Ail ~_ Z CONSTRUCTION R CORDS. BY: A& DATE: 11 7060��Q /ST- BONA L E TITLE/POSITION mIcm t, W,. rLS CONFIRMED BY CITY D.�r� DATE: EXPIRES 3/8/2005 c!�`v} PROJECT REF: FAC 03-0002 DATE JAN 2003 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS DRAWN BY G.MO APPROVED BY: ��i+�-� .S DESIGN BY A.F.P. DATE APPROVED: �il1 `�!� �D 3 JOB N0. 02-005 REV. DATE BY DESCRIPTION SHEET NO. 1 03/03/03 G.MO PLAN CHECK REVISION C3 2 11/08/05 b. HO A S - 6 1) 1 yr LEGEND DESCRIPTION NEW EXISTING ;11 9 1•, 1I STORM DRAIN - -SD SANITARY SEWER SS - - - SS -- --- WATER W ---W -- FIRE HYDRANT WATER VALVE Z WATER METER ia EE CATCH BASIN STORM MANHOLE ® �° SEWER MANHOLE CLEAN OUT • ° AC PAVING (LIGHT) AC PAVING (HEAVY) GRAVEL CONC. SIDEWALK LANDSCAPING EXTRUDED CURB PAVEMEN T FLOW CONTOUR SPOT ELEVATION FENCE 63 00 LOCATED IN SECTION 129 T21 N, R4�, W.M. AUBURN, WASHINGTON SANITARY EX. D/W _ __ I SEWER "�'�..EX. D/W ESMT AF 9506 9 09 - ------------W--16TH STREET N.W--------\— - - - S 89'04'50" E (MINOR ARTERIAL) I-_ --- - - - - - - - - - -- ---------------'-- SIDEWALK -- � ` ... -_ ---�----- �X.5' _- d _ = - -___ \� EX. D/W - _ -S_ 80.04'S0" ��� SS- 141.1Q' o I - ... _ - _ _ '- - \ t� �20'11R_ -- LSD} - _ °� —= I:N 89'19'20" W �. fi-- L 1 -W- - 1 s .� _ _� EX. D/W EXISTING ASPHALT I ( PARKING LOT �`' 3:1 3: k�� s j 65.03 10' E ECTRIC ESMT 65.5 \ \ \ \\ ti I I � 226LF EX. AF 0521 30EX IE=59.53 CONTRACTOR TO VER FY ° has..• ! \�\ �. � <\ \ \ �ll . \\., � �.�Isom .�.,, ",\\\ �^.. \\`.. \''wmmm\�71, <. `\loo \\M. \,\ \\mw \ \c \ `\ ,�. �\ \\ \ :\ \ \ \ \� \. \ \mE. \\\\ \.<\\. �\\ • \ \ \.....\�\IRMO"., 1100011 \eIf An • • \ \ \ aall EXISTING BUILDING (F.F. = 66.63) N NEW BUILDING B1 7,800 SF, F.F. 66.53 EXISTING STORM - WATER RETENTION POND UTILITY CONFLICT NOTE: CAUTION: 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 @ 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 NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. EX. FENCE g ' N, IN 02011 INN \1 a `\ g �� \\ \\ a�\\\\\\\\\\\ \\\\\\\\\\\\ . •\\\\\\\\\\ \\\�.\\\\\ F.F. 66.53 (2) HOUR FIRE RATED AREA SEPARATION WALL REQ'D 10' TYP. 170' PROPOSED PUBLIC 15' WATER ESMT. TO C.O. A. UTILITY CROSSING IE 12 SD = 63.03 TOP 6" D.I. = 61.73 N 89*19'20" EXISTING BUILDING 3' LD 13C 9� 145' I I - 210.00' N 89.06'05" W WATER & SEWER PLAN Y=3i EXISTING BUILDING F,F. 67,97 (PRIME �I SQUARE) � EXIST. PARKING \ — (EX. ASPHALT PARKING LOT) EX. D/W ( WATER & SEWER TABLE 10 CONNECT 6" SIDE SEWER TO 6C FIELD LOCATE EXIST. 16" WATER MAIN EXISTING SIDE SEWER PER INSTALLED WITH PHASE I C.O.A. STDS., IE = 57.90 REMOVE EXIST. BLOW OFF & BLOCKING 1O FIELD LOCATE EXIST. WATER MAIN INSTALL: INSTALL: 16"X8" REDUCER 1-8"X16" TAPPING TEE 8" GATE VALVE 1-8" GATE VALVE 1-8" 45' BEND (MJXMJ) CONC. BLOCKING CONC. BLOCKING 2O INSTALL: O7 INSTALL: 1-8" TEE (MJXMJ) 1-8"X6" TEE (FLXFL) CONC. BLOCKING 1-8" PLUG (FL) 1-6" GATE VALVE (FLXMJ) O INSTALL: 27LF 6" D.I. 1-8"X6" TEE (MJXFL) 1-FIRE HYDRANT ASSY. W/ 1-6" GATE VALVE (FLXMJ) BOLLARDS PER C.O.A. STD DTL 4LF 6" D.I. WATER-07 1-FIRE HYDRANT ASSY CONC. BLOCKING PER C.O.A. STD DTL WATER-07 CONC. BLOCKING 8 INSTALL: * RISER AND DDCV ASSY. PER 44 INSTALL: C.O.A. STDS AND SEPARATE * 1-8"X8" TEE (MJXFL) SPRINKLER DRAWINGS 1-8" GATE VALVE (FLXMJ) O FIELD LOCATE EXIST. WATER CONC. BLOCKING SUPPLY AND CONNECT DOMESTIC BUILDING SUPPLY LINE AND OINSTALL: EXTEND AS SHOWN 1-8" 45' BEND (MJXMJ) CONC. BLOCKING NOTES: 1. ADDITIONAL FITTINGS & PIPE MATERIAL MAY BE REQUIRED, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE THE NECESSARY FITTINGS AND MATERIAL TO INSTALL THE WATER SYSTEM. * 2. WATER METER SIZE AND SUPPLY LINE SHALL BE VERIFIED WITH DEVELOPER. SPRINKLER SUPPLY LINE SHALL BE DESIGNED BY SPRINKLER DESIGNER. CONTRACTOR TO VERIFY SIZE OF TEE & LINES W/ DESIGNER PRIOR TO INSTALLATION, WATER NOTES* 1. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL BE PER CITY OF AUBURN STANDARD DETAILS. THE CITY WILL INSTALL THE METERS. THE CITY MAY, AT THE CITY'S OPTION, INSTALL SERVICES FROM MAIN LINE TO THE METER WHEN THE EXISTING WATER LINE IS IN AN EXISTING CITY STREET; ALL OTHER WORK BY CONTRACTOR. PLUMBING SUBCONTRACTOR SHALL VERIFY THE ADEQUACY OF THE SUPPLY LINE (SIZE/PRESSURE) PROPOSED AND REPORT ANY CONCERNS TO THE ENGINEER PRIOR TO CONSTRUCTION. 2. SPRINKLER LINE, RISER, DOUBLE DETECTOR CHECK VALVE ASSEMBLY, PUMPER CONNECTION AND SUPPLY LINE, AND BUILDING SYSTEM BY OTHERS. A SEPARATE DETAILED PLAN SHALL BE SUBMITTED TO THE CITY OF AUBURN BY THE SPRINKLER CONTRACTOR AND APPROVED PRIOR TO INSTALLATION. THE DESIGN SHALL INCLUDE THE ITEMS ABOVE AS WELL AS DETAILS FOR RODDING AND BLOCKING. VERIFICATION OF PIPES SHOWN & PIPE SIZES OTHER THAN THOSE SHOWN BY THE SPRINKLER CONTRACTOR. 3. PUMPER PORT SHALL FACE STREET OR FIRE ACCESS, AND BE READILY ACCESSIBLE TO ANY FIRE VEHICLE FOR FIRE FIGHTING AND PUMPING OPERATION. 4. PROVIDE HOSE BIBS @ PERIMETER OF BUILDING PER OWNER REQUIREMENTS. 5. FIRE LINES REQUIRE A LEVEL "U" CONTRACTOR 6. MINIMUM 42 INCHES (42") OF COVER OVER WATERLINES 7. OWNER SHALL APPLY TO THE FIRE DEPARTMENT FOR A RAPID ACCESS KEY SWITCH FOR GATES. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS, BY:-;44'DATE: TITLE/POSITION CONFIRMED BY CITY�r�re DATE:_ bt • �j z V) ul ® � F_ I i u Z cV 00 o 00 •FM4 w�®U) Z�®CN tJ 00 WC:)U J LA_ U_j2tC4 w o U tn � , W z P000 00 w w Ln J � z CC -�c m m T � W W (Z -< 1 Q \ z V) w W Q IN CL cal_ W o PROJECT REF: FAC 03-0002 DATE JAN 2003 THESE PLANS ARE "APPROVED" FOR CONFORMANCE DRAWN BY WITH THE CITY OF AUBURN ENGINEERIN D4��03'S G.MO REQUIREMENTS c DESIGN BY APPROVED BY•-, '-S A.F.P. JOB NO. .10 'joy DATE APPROVED:02-005 REV. DATE BY DESCRIPTION SHEET NO. C4 1 03/03/03 G.MO PLAN CHECK REVISION om DUST CONTROL NOTES 1. CONTRACTOR SHALL MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH USE OF TEMPORARY GROUND COVER AND OTHER TEMPORARY STABILIZATION PRACTICES SUCH AS SEEDING AND MULCHING, AND EROSION BLANKETS. 2. DURING CONSTRUCTION AND DRY WEATHER, SPRINKLE THE SITE WITH WATER UNTIL SURFACE AREA IS WET. REPEAT THE PROCESS AS NEEDED DURING THE DAY. 3. ALL OPEN BODIED TRUCKS TRANSPORTING FINE MATERIAL TO THE SITE MUST BE COVERED TO PREVENT DUST FROM BLOWING FROM THE TRUCKS. 4 N . DURING CONSTRUCTION, ALL PROPERTIES AND ALL PUBLIC STREETS ADJACENT TO PROJECT WHICH WILL BE USED BY CONSTRUCTION TRAFFIC SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION. GRADING & 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 ACTIV111ES. 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 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 NUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. 6. ALL AREAS OF AC71VE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION rJPACTS 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 STBILIZED WITHIN TEN DAYS. FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMZED 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. UTILITY CONFLICT NOTE: CAUTION: REQUIREMENTS FOR EXPOSED SOIL STABILIZATION DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE, AS REQUIRED BY THE BUILDING OFFICIAL: 1, FROM APRIL 1 TO OCTOBER 31 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. 2. FROM NOVEMBER 1 TO MARCH 31 ALL EXPOSED SOILS AT FINAL GRADE SHALL BE STABILIZED IMMEDIATELY IN I TEL USING PERM NENT OR TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA GREATER THAN 5000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. STABILIZATION SHALL CONSIST OF MULCHING OR HYDROSEEDING IF SHOWN ON THE PLANS. MULCHING SHALL BE HAY OR STRAW APPLIED AT A RATE OF 100 BALES PER ACRE (APPROX. 2" THICKNESS). APPLY MIXTURE BELOW TO PREPARED SEEDBED AT A RATE OF 120 LB/ACRE: URBAN APPS70NBY WGHT XGERMINA71ON KENTUCKY BLUEGRASS 30% 85 80 (A PHI BARON OR FYLKING CREEPING RED FESCUE 40% 98 90 (PENNLAWN) PERENNIAL RYE 30% 95 90 (DERBY OR PENNANT) 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 NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. D.S. FASTNER - PER CONTRACTOR TYPICAL 4" PVC DOWNSPOUT (VERIFY W/ BLDG PLANS) 6" MIN - CONTRACTOR SHALL EITHER PROVIDE DIRECT TIGHTLINE TO ROOF DRAIN CONNECTION OR PROVIDE SLEEVE AS SHOWN WHICH ALLOWS FOR SETTLEMENT. CONTRACTOR SHALL COORDINATE W/ OWNER REGARDING CONNECTION TYPE. DOWNSPOUT SOUTH IL APPROXIMATE FILL/CUT TYPE SPECIFICATIONS FOR STRUCTURAL FILL (IF REQUIRED) FILL MATERIAL TO BE CLEAN, WELL GRADED COMPACTIBLE MATERIAL (CLASS B MINIMUM) WITHOUT WASTE AS DEFINED IN WAC 173-304-100 SPECIFICATIONS FOR GRUBBING ALL AREAS TO BE GRADED SHALL BE CLEARED OF VEGETATION, BRUSH AND ANY OBVIOUS , EXISTING DEBRIS AND STRIPPED OF ANY E TOPSOIL AND UNDERLYING SOILS THAT ARE SOFT, LOOSE AND/OR CONTAIN SIGNIFICANT AMOUNTS OF ROOT AND OTHER ORGANIC MATTER. A 6" DEPTH OF STRIPPING IS EXPECTED, MORE OR LESS; HOWEVER, STRIPPING SHALL TAKE PLACE TO WHATEVER DEPTH IS NECESSARY TO REMOVE ORGANIC MATTER AND SOFT/UNSTABLE MATERIALS FROM BENEATH AREAS TO BE FILLED AND/OR PAVED. STRIPPING SHOULD EXPOSE MEDIUM DENSE, STIFF, OR MORE COMPETENT, NON -ORGANIC EXISTING SOILS. EATH WORK QUANTITIES (CONTRACTOR TO VERIFY) CUT 1,061 C.Y. FILL 2,754 C.Y. CLEARING LIMITS SILT FENCE PROPOSED BUILDING PAD "B" F.F. = 66.53 (ADJUST PAD ACCORDINGLY) PROPOSED BUILDING PAD "B" F.F. = 66.53 SILT FENCING (ADJUST PAD ACCORDINGLY) SILT FENCE 70.53...............................................................,.................................., WEST I -, , PROPOSED BUILDING PAD 99 C 99 EAST R ......................70.53 CLEARING �- LIMITS ................ ........................... .................. :-............ 67.53• • •67.53 F.F. = 66.53 (ADJUST PAD ACCORDINGLY - - MATCH EXIST. CLEARING --_ GRADES 0 �LIMITS =T= _II i-=1 � - =- TYPICAL TEMP. "VDITCH 64.53.................... PROP.Q.0............... ................................................................J1...................................................... 64.53 GRADE TEMP. "V" DITCH W/ ROCK CHECK DAMS EX. GRADE W/ ROCK CHECK DAMS PER C.O.A. EROSKN-05 PER C.O.A. EROSION-05 61.53.......... ...... or. ).................................................................................. ....................... . .................................... (n).................................... •61.53 58.53.................................................................................... ........................... .................................................... I.............................. SIT SECTION C5 SCALE: "=30' HORZ. "=3' VERT. •58.53 70.53• ................ .... I ................. I ....... ...............I............................................................................................................................................................................................................................................................................................ .............................................. ,...................................................................... . 70.53 EX. NORTH It16TH STREET N.W. BUILDING CLEARPROPOSED LIMITS ING • BUILDING PAD "C" EX. GRADE ...................................................................................................................................................................................,.............................,........................................................................................................................................................................................................... 7.5 67.53• F.F. = 66.53 6 3 - - _ (ADJUST PAD ACCQRDiNGLY� PHASE I-1 I I-1 I I-1 I =1 I I-1 I I-1 I I-�'- �I�I1=1=i --� ................................................................................................................................................................................................................................................................................................................................................................... ...................................... .............. ...................... ........................ ................ 64.53 64.53 PRO POSED f TEMP. "V" DITCH GRADE TEMP. "V" DITCH ' W ROCK CHECK DAMS W/ ROCK CHECK DAMS / PER C.O.A. EROSION-05 PER C.O.A. EROSION-05 TYP. (TYP. ) I1 BUILDING I I� I II 1.5 LF 6" PVC �- 6" ELBOW AS REQ'D 6" PVC DRAIN PER PLAN, 45' MAX BEND IN 5 LF, PROVIDE CLEAN -OUTS 0 ENDS OF COLLECTOR PIPE RUNS ROOF DRAIN DETAIL ' I 6" MIN. a . o ° 4 MIN. DIAMETER - ° p a PERFORATED PIPE ct D III -I WRAPPED IN ° III -I DRAINAGE FABRIC Q a :o '°. I-III-111�,1�- 0.- 2" MIN./ 12' MIN. 4" MAX. 2 SITE SECTION C5 SCALE: 1 "=30' HORZ. 1"=3' VERT. 2" MIN. LEGEN SURFACE SEAL; NATIVE SOIL OR OTHER LOW PERMEABILITY MATERIAL C ``D FINE AGGREGATE FOR PORTLAND CEMENT CONCRETE; SECTION 9-03.1 (2) OF THE WSDOT SPECIFICATIONS. O DRAIN PIPE; PERFORATED OR SLOTTED RIGID PVC PIPE LAID WITH PERFORATIONS OR SLOTS FACING DOWN; TIGHT JOINTED; WITH A POSITIVE GRADIENT. DO NOT USE FLEXIBLE CORRUGATED PLASTIC PIPE. DO NOT 11E BUILDING DOWNSPOUT DRAINS INTO FOOLING LINES. WRAP WITH MIRAFI 140 FILTER FABRIC OR EQUIVALENT. n FOOTING SUBDRAIN DETAIL FRAME AND LADDER - OR STEPS OFFSET SEE PLAN VIEW ABOVE. TOP OF RISER PIPE [44 15" CAP, RUBBER GASKET 3"XO.90 CAGE STAINLESS STEEL ° SUPPORT BRACKET W/ TURNBUCKLE ANCHORED TO CONCRETE WALL (MAX 2' SPACING). MIN ONE SUPPORT. C, ° o 0 A.C. OR PVC MANHOLE ADAPTOR WATER TIGHT "Q" PER TABLE CONNECTION 0 RIGHT =OUTLET IE 59.53 N 15X15X15 PVC TEE, RUBBER GASKET JOINTS 6" MIN. (REMOVABLE) EL. 57.53 15" RUBBER GASKET PLUG 4 ° W/ 2W ORIFICE 5 TYPE II-48"0 EXI N.T.S. C5 N.T.S. SCALE: 1"=2' ROUND SOLID COVER MARKED "DRAIN" NTH LOCKING BOLTS, RIM-64.53(t) OFFSET TOP SLAB STANDARD GALVANIZED 10M W5 EL STEEL LADDER/STEPS 0 12" O/C 14 *0 ORIFICE 1011R WS EL EL. = 62.53 52.47 ELEV. = 62.23 - 2YR W EL CNTR 5-3"0 62.14 PER DTL 3/C3 ��-15" INLET IE 59.53 RELEASE RATES DESIGN STORM Q (CFS) ACTUAL 11 2 YR 0.21 0.21 10 YR 0.85 0.85 100 YR 1.42 1.42 RECORD DRAWING CERTIFICA11ON THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY:�'�' ��� DATE: TITLE/POSITION CONFIRMED BY CITY DATE: J V � tV Z o J L4 u- oz CD ~ tV cn o��1- co co 10 �9a J Q = Q W W CL Q Q V) m 3 � � z W ce- VI 0.. F- x cc W o N 41� PROJECT REF: FAC 03-0002 DATE JAN 2003 THESE PLANS ARE "APPROVED" FOR CONFORMANCE DRAWN BY WITH THE CITY OF AUBURN ENGINEERING DIVISION'S G.MO REQUIREMENTS cr 4holo3 �n DESIGN BY JRE APPROVED BY: +.�Cn JOB N0. A.F.P. DATE APPROVED:. 02-005 REV. DATE BY DESCRIPTION SHEET N0. 1 03/03/03 G.MO PLAN CHECK REVISION C5 C/") W F- Q J F-- W Z � _10 W N 06 1 SIGHT DISTANCE TRIANGLE BASED ON 30 MPH PREVAILING SPEED (290' LEFT, 6' FROM CURB) UTILITY CONFLICT NOTE: CAUTION: 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 ® 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 NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. Y2" 5Y2" 1/2" 2" A.C. PAVING SLOPE DN CONC. CURB ° o o O c o v o ° ° ° ° NOTE: CONSULT SOILS ° ° o° °_ "° ° ° ° ° I ENGINEER/TESTING -III-III—III I I �I I- - LAB FOR PAVING RECOMMENDATIONS ® HEAVY TRAFFIC/ 4"—%" MINUS COMPACTED SUB -BASE TRUCK AREAS (IF ANY) CRUSHED ROCK PER SOILS REPORT/ BASED ON SITE SPECIFIC TESTING LAB CONDITIONS. CURB & PAVING SECTION C1 N.T.S. VICINITY MAP NTS ALIGN D/W APPROXIMATELY W/ EXIST D/W TO NORTH (t 2') AS SHOWN Total PLANT LIST Ph 1 & 2 CT Ph 1 QT. Scientific Name Common Name Size Spacing AS REQ'D JB Sod or Equal 85 Mahonia aquifolium Oregongrope 2 Gal. 4' O.C. 212 68 Prunus lour. "Otto Luyken" Otto Luyken Laurel 2—Gal 3' O.C. 2 2 Pinus nigra Austrian Pine 6' Ht. 30' O.C. 4 5 Acer platanoides 'Crimson King' Norway maple 2"-Cal 30' O.C. 33 5 Liquidambar styraciflua American sweetgum 2"-Cal As Shown AS REQ'D JAS REQ'D Cotoneaster dameri Bearberry Cotoneaster 1 4" Pot 18" O.C. all plant peas DECIDUOUS TREE #1 CHAINLOCK, LOCK & STAPLE TO STAKE (2) 2x2 FIR STAKES DRIVEN TO REFUSAL SET PLUMB & INLINE 2" LAYER BARK MULCH r' 2" DISHED EDGE PULL BACK BURLAP AND REMOVE WIRE BASKET 50/50 TOPSOIL/ NATIVE SOIL MIX PLANT PIT TWICE DIAM. OF ROOTBALL TREE STAKING DETAIL \ N.T.S. W-' 1 1 I PLANT PIT TWICE ROOTBALL DIAM. W to u � 2" LAYER BARK 2" DISHED EDGE FOLD BACK TOP THIRD OF BURLAP 50/50 TOPSOIL/ NATIVE SOIL MIX SHRUB PLANTING DETAIL N.T.S. NOTES .�n"IIII .,,III liiillllllll IIIIII� II III IIIuiI"• I IIIIIIIIgII PLANT PIT TWICE ,,,,,,IIIIunuIIllllll ROOTBALL DIAM. iIIIIIIIIIIII 4illl, III CONIFEROUS TREE IIIIIIIIIiIIIIIIIIIIII II 2x2 MR TREE STAKE 1 CHAINLOCK, LOCK ^InIIIIiIIIIIIIIIIIIIIIIIIIIIIII I IIIIIIIIIII. & STAPLE TO STAKE IpUilill III IIIIIIIIIIIIIIIIIIuuuull 2" BARK MULCH 111111111111111 2" DISHED EDGE UNFOLD TOP THIRD OF BURLAP & REMOVE WIRE BASKET 50/50 TOPSOIL/ NATIVE SOIL MIX CONIFEROUS TREE STAKING N.T.S. INSTALL 4" COMPOSTED TOPSOIL MIX IN ALL PLANT AND LAWN AREAS. INSTALL 3" MED. BARK MULCH IN ALL PLANT BEDS PROVIDE ONE YEAR WARRANTY ON ALL PLANTS AND LAWN ALL PLANTS IN PHASE ONE WHICH ARE TO BE TRANSPLANTED WILL BE DUG, HEALED IN AND MAINTAINED UNTIL TIME TO BE SET IN FINAL LOCATIONS. IAWN WILL BE LOCALLY GROWN SOD AS JB SOD OR EQUAL AUTOMATIC IRRIGATION WILL BE INSTALLED IN ALL LAWN AND PLANT BEDS PER IRRIGATION PLAN. NO SUBSTITUTIONS WITHOUT WRf1TEN APPROVAL OF LANDSCAPE ARCHITECT. BIOSWALE & POND HYDROSEED MIX ELYMUS GLAUCUS 47% FESTUCA RUBRA 40% DESCHAMPSIA CAESPITOSA 10% BECKMANNIA SYZIGACHNE 1% GLYCERIA OCCIDENTALIS 2% SEED RATE 8LB./1,000 S.F., 10-20-20 AT 8 LB./1,000 S.F., WOOD FIBER MULCH AT 2,000 LB./ACRE WITH "J" TACK EXISTING LANDSCAPING: CONTRACTOR SHALL TAKE MEASURES AS NECESSARY TO PROTECT AND RETAIN EXISTING LANDSCAPING FROM PHASE 1 DURING THE CONSTRUCTION. MEASURES SHALL INCLUDE AS A MINIMUM CONSTRUCTION FENCING AND AVOIDING DISTURBANCE WITHIN THE DRIP LINE. Record Drawing Certification These drawings conform to the Contractors Construction Records. BY: DATE: Title/position: Confirmed by City DATE: I / V `I\ VV 1./ LV 11/ (1) HR FIRE WALL �� PROJECT REFERENCE: SEPOI —OaIJ � Q 5' (+) 210.00' This plan sheet reflects the city of Auburn's minimum landscape EXISTING BUILDING N 89'06'05" w `I STATE OF requirements. WASHINGTON REGISTERED LANDSCAPE ARCHITECT APPROVED BY: �8 71 DATE APPROVED: -10 POE J/ N 0 2- 0 0 5 DAVFB.• COWMAN CERTIFICATE N0. 387 Date: 1— 20— 03 Sheet FileNa e EXPRESS STORAGE PHASE II Scale: 1 = 30 � L — 1 LANDSCAPE PLAN Drawn By: D.B.L. -DESIGNof C/O MR. FRED CRASE 14214 MERIDIAN AVE. E. PUYALLUP, WA 98373 Approved By: 26007 NE 27th DR. REDMOND, WASHINGTON 98053 1 PH: (253) 841-4903 FX: (253) 841-1652 Revised: 03/03 03, Ar laz TEL. (425) 898-8833 FAX (425) 868-2164 GENERAL PLAN 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 PROJECT SPECIFICATIONS 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 APPROX. 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 PROVISION 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 APPROXIMATE 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, 2" A.C. PAVING LIGHT SECTION, V2 51/2" 2„ 3" HEAVY SECTION SLOPE co - DN ° D CONC. CURB 0 o O 0 o O o ° o a o 0 o 0 ;o 0 o ° - a _� 4 -- MINUS CRUSHE COMPACTED SUB -BASE ROCK LIGHT SECTION, 6" HEAVY SECTION VERIFY PAVING SECTION * LIGHT SECTION AND SUBGRADE PREPARATION PARKING REQUIRED BY SOILS REPORT. AREAS, HEAVY SECTION ® SOILS REPORT SHALL GOVERN TRUCKING AREAS & MAIN OVER PAVING SECTION NOTED DRIVE AISLES '-_l� CURB & PAVING SECTION N.T.S. LEGEND DESCRIPTION NEW EXISTING ROOF DRAIN - - - RD - - STORM SEWER - - -SD - - SANITARY SEWER SS- - - - SS - - WATER W - - W GAS LINE - - G _ FIRE HYDRANT WATER VALVE = g WATER METER a CATCH BASIN 0 ❑ STORM MANHOLE c CUSTOMER PARKING O AC PAVING (LIGHT) AC PAVING (HEAVY) m0a CONCRETE LANDSCAPING EXTRUDED CURB RIDGE LINE _ RIDGE CONC. RETAINING WALL PAVEMENT FLOW > CONTOUR 112 115.00 SPOT ELEVATION .-*, - SIGHT DISTANCE TRIANGLE BASED LOCATED IN SECTION 12, T21 N, R4E, W.M. ON 30 MPH PREVAILING SPEED AUBURN, WASHINGTON H I N G TO N (290' LEFT, 6' FROM CURB) OWNER INFORMATION EX. SDMH EX. SSMH ALIGN D/W APPROXIMATELY PARCEL NUMBER RIM=60.31 RIM=61.53 EX. SSMH _ W/ EXIST D/W TO NORTH EXPRESS STORAGE 000080-0051 EXISTING AC RAMP IE(12N,W)=52RIM=61.33 (t 2' AS C/O MR. FRED CRASE E(15"S)=54.91 TO BE REMOVED .43 ) IE(12"N,S,E)=52.00 CB SHOWN 14214 MERIDIAN AVE. E. IE(24"E,W)=54.31 DURING CONSTRUCTION EX, D/W RIM=61.01 PUYALLUP, WA 98373 DATUM (NGVD 29) IE(12"S)=55.71 PH: (253) 841-4903 FX: (253) 841-1652 VERTICAL DATUM - CITY OF AUBURN 7!7- - '- - E(24"W)=54.31 � CITY OF AUBURN BENCH MARK #26-U �. EX. D/W PROJECTS BENCH MARK ELEVATION = 65.89 W - -- - - - - SURVEYOR R BENCH MARK DESCRIPTION 16TH STREET N.W. , _W- BRASS DISK SURFACE MONUMENT ® INTX. OF � HOLMVIG, DEWITT AND ASSOCIATES 15TH. ST. N,E. & "D" ST. N.E. 1036 COLE STREET S 89'04'50" E - � � - - ENUMCLAW WA 98022 (MINOR ARTERIAL)v 15' SANITARY SEWER 20 36, - -ly CB TYPE2 3 \ ESMT AF#9506290099 _ RIM=61.68 0 o - _ 20' �� � � � � � PH: (360) 860-6963 - _ --SD- - - - - - _ - - - - - - - _Ss � IE(12"N.S)=56.08 �\ E(24"E, W)=54.78 0 _ EX. D/W 20 R ? % j j ' a, �'� i 10' ELEC. ESMT cn - 4 % `� AF#9005210830 P EXISTING ASPHALT �` �/ � -.� � EX. D/W ! r PARKING LOT , SSMH �� i, RIM=62.7 3:1 3:1 � EX iE=56.0 Ln 8018' EX. CB TYPE 1I-48" 8��� �s (8) 12'R2'� F.EN TAL �- ' OIL WATER SEPARARTOR �� 9' S' 8' 8' TRUCK STALLS r' L/S \ RIM = 58.59 CB TYPE2 RIM=62.32 EXISTING 3:1 24 IE "NW,SE =54.92 BIOSWALE 3:1 6 H/C: ,�� // \ ( ) Lo TY CD C N RAMP 50' ® 1:12 Q %f 0 =77'00;57" \ \\ \\ \ \ R=270.04 \ L=362.98' \\ \\ EXISTING BUILDING 12 X50 PRE -MANUFACTURED \ \ (F.F. = 62.43) GOLD SEAL MODULAR W/ LANDING (4) 12 X40`C' ` �\ PRE-ENGINEERED DECK & +(1'-5") RENTAL TRUCK RAMP, SEE PLANS BY OTHERS STALLS 62.d31 \ I \ INSTALL: CONCRETE INSRTALL: 42" BLACK COATED WHEEL STOPS PER 6" CONCRETE \ EXIST. STORM CHAIN LINK FENCE AROUND C,O.A. STDS. (5 PLACES) \ \ \ 1\ ����. WATER RET. CURBING PER \ EX. POND, MODIFY POND PER C.O.A. STDS. DETAIL 1/C1 %\� \ E=56.90 �oT"' PER SHT C2 (TYP.) \ \ I INSTALL: 15' SLIDING GATE FOR ACCESS EX. IE=57.10 C CB TYPE II \ \ \ \ RIM=62.91 \ \ IE(24"N,S)=55.71 \ i 62.43) EX. SSMH \ RIM=63.95 I \ N 89'06'05" W IE(12"N,S)=53,45 \ 1 1 193.35 - \ O CD ¢ I P I � EXIST. 24" NOTE: I .ACCESS _.. .. .. � .. ... .. -Na-STORACE OF -RENTAL -TRUCKS ARE ALLOWED 'ON UNPAVED`ARCAS. i EASEMENT 100 YR El WS EL. = 59.95 Y I •I SCOPE OF PROJ�CT: THESE PLANS HAVE BEEN PREPARED Q W EXISTING BUILDING I • TO DETAIL THE CONSTRUCTION OF THE U-HAUL RENTAL (F.F. = 63.10) FACILITY SHOWN. THE SITE WAS FILLED PREVIOUSLY I (PRIME L- - Z UNDER GRA0021-95 AND THE EXISTING DETENTION POND SQUARE) EX. D/W w WILL BE MODIFIED AS SHOWN TO COMPLY WITH CURRENT z cc Q CITY STANDARDS. X I F-- I ct. 31 w I N EXISTING STORM N � Ig WATER RETENTIONul „ pl o CDCD N EXISTING EX czv UTILITY CONFLICT NOTE: CAUTION: 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 @ 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 NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. i (F.F. = ti 63.77) _N 89'06'05" W 210.00' 1 EXISTING BUILDING SITE PLAN PHASE-- I 1 -30 BUILDING (F.F. = 64.44) EXIST. PARKING . ASPHALT PARKING LOT) 30th ST NW SITE 16TH ST NW w 15th +ST NW N a VICINITY MAP N TS SITE DATA: SITE AREA ................................... 2.9 AC (126,157 SF) ZONING... ................................................... C3 OCCUPANCY................................................... B CONSTRUCTION .......................................... 5N SPRINKLERS..................................................NO SETBACKS REQUIRED: FRONT (NORTH) ......................................... 20' SIDE................................................. NONE SIDE STREET..........................................15' REAR. .............................................. ..NONE SETBACKS PROVIDED: NORTH................................................. .92' SOUTH......................................................115' (+) EAST..................................................... 92' (+) WEST ......... 111.10' BUILDING AREA...... .. . . ......... ........ 600 S.F. ALLOWABLE BUILDING AREA: BASIC...... 8,000 SF SPRINKLER INCREASE...............................N/A SETBACK INCREASE . ................................. .100% (MAX.) ALLOWABLE AREA....................................16,000 SF PERCENT SITE COVERAGE ... ............................. 0.5% PARKING REQUIRED: OFFICE...................................................600 SF/250 OUTDOOR RENTAL.. ,, - , .. . .................. 13,500 SF/5,000 TOTAL....................................................5.1 OR 5 STALLS PARKING PROVIDED........................................:6 (1 H/C) LEGAL DESCRIPTION THAT PORTION OF THE JOSEPH BRANNON DONATION LAND CLAIM NO. 38 IN SECTION 12, T 21 N, R 4 E, W.M., IN KING COUNTY, WASHINGTON, BEING DESCRIBED AS FOLLOWS: COMMENCING AT THE POINT OF INTERSECTION OF THE CENTERLINE OF "B" ST. NW WITH THE CENTERLINE OF 16TH ST NW, THENCE S 89'04'50"E, ALONG SAID CENTERLINE OF 16TH ST NW, A DISTANCE OF 57.20 FEET; THENCE S 00'55'10" W DISTANCE OF 30.00 FEET, TO THE SOUTH MARGIN OF SAID 16TH ST NW; THENCE S 89'04'50" E, ALONG SAID MARGIN, A DISTANCE OF 335.13 FEET, TO THE TRUE POINT OF BEGINNING; THENCE S 00'40'40" W A DISTANCE OF 474.52 FEET; THENCE S 89'06'05" E A DISTANCE OF 210.00 FEET; THENCE N 00'40'40" E A DISTANCE OF 265.00 FEET; THENCE S 89'06'05" E A DISTANCE OF 193.35 FEET, TO THE WESTERLY MARGIN OF "A" ST NW; THENCE NORTHWESTERLY ALONG SAID WESTERLY MARGIN OF "A" ST NW AND THE SOUTHERLY MARGIN OF 16TH ST NW ON THE ARC OF CURVE TO THE LEFT- WITH A RADIUS OF 270.04 FEET, A CENTRAL ANGLE OF 77'00'57", AN ARC LENGTH OF 362.98 FEET AND A CHORD WHICH BEARS N 50'34'21" W 336.27 FEET; THENCE N 89'04'50" W A DISTANCE OF 141.10 FEET, TO THE TRUE POINT OF BEGINNING, C:D SITE PLAN NOTES: 1. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL BE PER CITY OF AUBURN STANDARD DETAILS. THE CITY WILL INSTALL THE METERS. THE CITY MAY, AT THE CITY'S OPTION, INSTALL SERVICES FROM MAIN LINE TO THE METER WHEN THE EXISTING WATER LINE IS IN AN EXISTING CITY STREET; ALL OTHER WORK BY CONTRACTOR. PLUMBING SUBCONTRACTOR SHALL VERIFY THE ADEQUACY OF THE SUPPLY LINE (SIZE/PRESSURE) PROPOSED AND REPORT ANY CONCERNS TO THE OWNER/ENGINEER PRIOR TO CONSTRUCTION. ' 2. FLOOR DRAINS TO BE INSTALLED SHALL BE DIRECTED TO THE SANITARY SEWER VIA AN AN APPROVED OIL/WATER SEPARATOR. 3. OUTDOOR LIGHTING FIXTURES SHALL BE SHIELDED AND DIRECTED TO AVOID LIGHT SPILLAGE ONTO ADJACENT PROPERTIES AND AVOOD GLARE FOR MOTORISTS TRAVELING ON ADJACENT STREETS, IN ACCORDANCE W/ ACC 18.52,050 (C) PARKING LOT LIGHTING MUST NOT EXCEED lh FOOT CANDLES AT THE PROPERTY LINES. 4. STREET CURB SHALL BE PAINTED WITH FORMULA WID-Y1, FIVE FEET FROM EACH SIDE OF DRIVEWAY, 5. PROVIDE HOSE BIBS @ PERIMETER OF BUILDING PER OWNER REQUIREMENTS. 6• POST BUILDING ADDRESS W/ 18" HIGH LETTERS ON FACE OF BUILDING AS/IF REQUIRED BY THE CITY OF AUBURN. 7• CONTRACTOR SHALL COORDINATE POWER, CABLE, PHONE & GAS SERVICE W/ UTILITY PROVIDER. CONTRACTOR SHALL COORDINATE POWER, CABLE, PHONE & GAS SERVICE CONSTRUCTION SEQUENCE LOCATIONS W/ DEVELOPER/BUILDING OWNER. 8. IN ACCORDANCE W/ ACC 18.52.090(B)(4) ALL COMPACT STALLS MUST BE CLEARLY 1. ATTEND PRECONSTRUCTION MEETING WITH THE CITY OF AUBURN. IDENTIFIED ON -SITE THROUGH PAINTING THE WORD "COMPACT" IN UPPER CASE BLOCK 2• CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE LETTER USING WHITE PAINT ON THE PAVEMENT WITHIN THE INDIVIDUAL PARKING SPACE. 3. WORK WITHIN R/W SHALL BE LIMITED TO 15 CONSECUTIVE DAYS. CONTRACTOR SHALL COORDINATE WITH CITY OF AUBURN REGARDING TIMING. 5. GRADING & BUILDING CONSTRUCTION MAY BEGIN. CONTRACTOR SHALL WATER THE SITE AS NECESSARY TO REDUCE DUST EMISSIONS AS O Lo C7 N z o M 00 •f:, w�NLo ,00ww cn do ...� W do x <�CD w z cv V w V) Lf) � 00 0000 mrj C4 ® i J z m ' m a U w ® of i) Cif 3 � � Z w w V) X LJ ox x F- W N Z W N W Q N II E. POD 74N�q L EXPIRES -3 8 2003 A RESULT OF CONSTRUCTION ACTIVITY DURING DRY PERIODS. 6 11/26/02 G.MO UPDATE GENERAL NOTES tt4�7Z 6. CONSTRUCT UTILITIES & PERMANENT STORM CONVEYANCE FACILITIES. 7. COMPLY WITH THE GRADING, DRAINAGE & EROSION CONTROL NOTES IN THE CONTINUOUS OPERATION AND MAINTENANCE OF THESE FACILITIES. 5 11/18/02 REV. DATE G.MO BY UPDATE PAVING SECTION DESCRIPTION DATE 8. PAVE SITE, CLEAN ENTIRE STORM SYSTEM, SWEEP STREETS AS DIRECTED BY THE CITY OF AUBURN INSPECTOR. 1 09/25/01 G.MO REVISED PER CITY COMMENTS MARCH 2O01 2 10/24/01 G.MO REVISED PER CITY COMMENTS DRAWN BY SHEET INDEX Cl SITE PLAN - PHASE I C2 PAVING & UTILITY PLAN C3 DETAILS & NOTES C4 SITE SECTIONS & DETAILS C5 CHANNELIZATION PLAN (SOUTH) C6 CHANNELIZATION PLAN (NORTH) L1 LANDSCAPE PLAN 11 IRRIGATION PLAN G.MO 3 12/19/01 G.MO REVISED PER CITY COMMENTS 4 02/15/02 G.MO UPDATE ENTRY/CHANNELIZATION DESIGN BYA.F.P. RECORD DRAWING CER1IFICA11ON PROJECT REF: GRA 01-0013 JOB NO. THESE DRAWINGS CONFORM TO THE CONTRACTOR'S THESE PLANS ARE "APPROVED" FOR CONFORMANCE 00-072 CONSTRUCTION RECORDS. WITH THE CITY OF AUBURN ENGINEERING DIVISION'S SHEET NO. BY: DATE: REQUIREMENTS & 4i/oz TITLE/POSITION APPROVED BY: 0 c 1 CONFIRMED BY CITY DATE. DATE APPROVED: PF 0 3 0 2 sl,t `ti Al %k NEW COMMERCIAL D/W PER CITY OF AUBURN STANDARD DETAIL STDW-1C & STDW-3, SAW CUT & REMOVE EXIST. PAVING, CONIC. CURB, GUTTER & S/W AS REQ'D., REPLACE PER CITY STANDARDS NOTE: PROPOSED WATER MAIN EASEMENTS AND BILL OF SALE WILL BE PROVIDED WITH PHASE 2 FAC EXTENSION. LOCATED IN SECTION 12, T21 N, R4E, W.M. EX. SSMH AUBURN, WASHINGTON RIM=61.53 78LF 15" PVC EX. SDMH IE(12"N,W)=52.43 EX, SSMH SDR-35 0 0.59% RIM=60.31 RIM=61.33 IE(15"S)=54.91 CONNECT PROPOSED SIDE IE(12"N,S,E)=52.00 E(241,W)=54.31 SEWER TO EX. 12" PER EX, D/W' C.O.A. STDS, IE=52.95f 7 15' SANITARY SEWER -" - 3 ESMT AF#9506 0 INSTALL: * * 1-1" SUPPLY, NEW METER BOX AND DOMESTIC METER PER COA * WATER METER/SUPPLY STD DETAIL WASM-2 LINES ARE TO BE INSTALL: VERIFIED W/ OWNER * * 1" DEDUCT IRRAGATION PRIOR TO CONSTRUCTION METER WITH DCVA PER COA STD DETAIL WADM-1 (SEE LANDSCAPE PLANS) EX. D/W CB TYPE2 RIM=61.01 -- ------W--- - - - - - - - - - - -W- - -�- -- -W--�_ E(12'S)=55.71 14TH STREET N.W. 2 ', RIDGE70 �1° W_ - , _ NEW IE (15" S) = 55.46 S 89'04'50" E I - - 3 (MINOR ARTERIAL) 60.60 _ _w o \ MATCH EXIST. ° 12LF 15" PVC --1 0 0.0% �- EXISTING ASPHALT PARK' NG LOT �o EX IE=56,0 - PLUG EXIST 12" SD---,--` EX. CS TYPE II-4811 OIL WATER SEPARARTOR RIM = 58.59, (TO BE REMOVED) INSTALL: GRAVEL FILTER WINDOW PER DETAIL 4/C3 EXISTING BIOSWALE o� EXISTING BUILDING (F.F, = 62,43) 6:1 SLOPE o GRAVEL ACCESS W/ 6" DEPTH 5/8" CRUSHED ROCK OF APPROVED EQUIVILENT EX. IE=56.90 0 EX. IE=57.10 - (7 F. o� 62.43) 0 EXISTING BUILDING (F.F, = 63.10) 0 EXISTING STORM - WATER RETENTION POND UTILITY CONFLICT NOTE: CAUTION: 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 NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO 1 PROCEEDING WITH CONSTRUCTION. 141.10' - SS C.( CB TYPE2 RIM=61.68 IE(12"N,S)=56,08 IE(24"E,W)=54.78 10' ELECTRIC ESMT AF#9005210830 EX. SSMH EX, D/W RIM=62.78 IE(12"N,S)=52.88 EX. D/W \ -Q INSTALL: \ SILT FENCE AS SHOWN PER C.O.A. DEV-6 (TYP.) CB TYPE2 RIM=62.32 IE(24"NW,SE)=54.92 YFLN Sluv Rnmr-, xL rLM[IJ o l v mLnJ - \ I CB TYPE2 EXIST. STO M (TYP•) +°^7P' 62.30 WATER RET. � �" �g � � �,y �,� \ \\ I � RIM=62.91 � POND, M00lF� �`�� � + oti � °� --� + �.,. ' + �ti. / , \ I � IE(24"N,S)=55.71 PER C2 DET NTI N,"WET POND59 IE(12"W}=56.91 *VOLUM REWIRED I = 9,302 CF INSTALL: 15' VOLZ PRO DED = 9,714 CF SLIDING GATE TOP/BEM REV I = 60.0/61.0 BOTTOM LIVE (STORAGE ELEV = 56.0 + �t � FOR accEss - + ti + i I \ H _ TOP DE D STbRA ELEV 56.0 ---� +- J 1 EX. SSMH T BOTTOM, DEAq STO AGE = 53.0 h EX. DITCH SIDE SLQPES = 3:1 / o� �� 1 �1 ./� IE(12 N,S)=53.45 TO REMAIN I ° THE UME EQUI EMENT AND POND + SIZING( AS B EN CALCULATED FOR I ti� I ENTIRE SITFo� 0 HAW 90% IMPE S, ° 0 CONSTRUCTION NOTES O1 CB #1 TYPE 1 RIM = 60.50 IE (12") = 57.50 Q2 CB #2, TYPE II-48"0 OIL WATER SEPARATOR PER DTL 1 /C3 RIM = 61.00 IE = 56.50 Q3 CB #3, TYPE II-48"0 CONTROL STRUCTURE PER DTL 2/C3 W/ SOLID LOCKING LID RIM = 61.00 IE 15") = 56.00 q#4, TYPE IL SOLID LOCKING LIDM = 61.70 t (15") = 55.53 'Tt © UTILITY CROSSING: 12" SD IE = 56.27 6" SS TOP = 54.21 t O7 FIELD LOCATE EXIST. WATER MAIN INSTALL: 1-8"X8" TAPPING SLEAVE & GATE VALVE CONIC. BLOCKING ®LCONC. UG (MJ) LOCKING O9 UTILITY CROSSING 12" SD IE = 55.77 12" D.I. TOP = 54.77 10 UTILITY CROSSING 12" SD IE = 56.55 12" D.I. TOP = 55.55 11 UTILITY CROSSING 12" D.I. If = 55.57 6" SS TOP = 54.57 12 CB #12, TYPE II-48"0 RIM = 60.90 IE (12") = 57.38 PROVIDE BLOCK -OUT FOR FUTURE 12" PVC gollRVIbb PER STORM DRO GE��LEGEND RT. THI POND WILL CTION h� FOR ALL PHA ES �F DEVELMENT. �� �� o� 6 A I DESCRIPTION NEW MMG ROOF DRAIN - - RD - - STORM SEWER - - -SD - - I W M CD '� M ZC j uj L 4 Ida_ Z W Lo W � �tS 00 ti0 J�mLM U � Q :V. J V W to � 0 � t1"? m in LLJ E A14 SANITARY SEWER SS - - _SS - - - Z W --W- Jw o° oo° I + ��ACCESS _-- WATER - - 100 YR EASEMENT GAS LINE WS EL, I I I + � I FIRE HYDRANTAk = 59.95 + o� `' ° WATER VALVE Z z l F- - � WATER METER ® ® ...... (PRIME Z CATCH BASIN ■ J W SQUARE) I EX. D/W H- STORM MANHOLE ® 0❑ LAJa AC PAVING (LIGHT) a _ - I V) I AC PAVING (HEAVY) (� CONCRETE / I EXISTING (EX. ASPHALT o° 1 PARKING LOT EXIST. ) ti r a� BUILDING PARKING 0 �� I CO p EX. FENCE o,. / I 0 + qP o 63 77) ���� N 89'0605" W o� --2t0 ��= ���° _ ��� �° ti EXISTING BUILDING PAVING & UTILITY PLAN -PHASE I 1 ° =30 LANDSCAPING EXTRUDED CURB RIDGE LINE _ RIDGE _ CONIC. RETAINING WALL PAVEMENT FLOW CONTOUR 60 SPOT ELEVATION 60.50 SILT FENCE • •`-r- CLEARING LIMITS 7 11 /1 %1 Im G.MO ADD PIPE & MANHOLE 0 POND 6 02/15/02 G.MO UPDATE ENTRY/CHANNELIZATION 5 12 19 01 G.MO REVISED PER CITY COMMENTS REV. DATE BY DESCRIPTION DATE /t/talfoZ El 1 09/25/01 G.MO REVISED PER CITY COMMENTS MARCH 2O01 DRAWN BY G.MO 2 10/24/01 G.MO REVISED PER CITY COMMENTS 3 11/14/01 AFP REVISED PER CITY COMMENTS DESIGN BY A.F.P. 4 11/20/01 A.F.P. REVISED PER CITY COMMENTS RECORD DRAWING CERTIFICATION PROJECT REF: GRA 01-0013 JOB NO. 00-072 THESE DRAWINGS CONFORM TO THE CONTRACTOR'S THESE PLANS ARE "APPROVED" FOR CONFORMANCE CONSTRUCTION RECORDS. SHEET NO. WITH THE CITY OF AUBURN ENGINEERING DIVISION'S BY:-4 DATE: -Z-2 �- �� REQUIREMENTS C,/ IZ/1�oZ TITLE/POSITION APPROVED BY, Qtmw _ C2 CONFIRMED BY CITY DATE: DATE APPROVED: LOW I DUST CONTROL NOTES 1. CONTRACTOR SHALL MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH USE OF TEMPORARY GROUND COVER AND OTHER TEMPORARY STABILIZATION PRACTICES SUCH AS SEEDING AND MULCHING, AND EROSION BLANKETS. > 2. DURING CONSTRUCTION AND DRY WEATHER, SPRINKLE THE SITE WITH WATER UNTIL SURFACE AREA IS WET. REPEAT THE PROCESS AS NEEDED DURING THE DAY. 3. ALL OPEN BODIED TRUCKS TRANSPORTING FINE MATERIAL TO THE SITE MUST BE COVERED TO PREVENT DUST FROM BLOWING FROM THE TRUCKS. 4. DURING CONSTRUCTION, ALL PROPERTIES AND ALL PUBLIC STREETS ADJACENT TO PROJECT WHICH WILL BE USED BY CONSTRUCTION TRAFFIC SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION. GRADING NOTES 1. THE CONTRACTOR SHALL GRADE THE SITE TO THE GRADES SHOWN PER THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE REQUIREMENTS OF THESE DOCUMENTS REGARDING ALL PAVING SECTIONS, CONSTRUCTION METHODS, AND OTHER SOIL RELATED REQUIREMENTS. 2. THE CONTRACTOR SHALL SUBMIT FILL SOURCE, SPECIFICATION, AND A HAUL ROUTE PLAN TO THE CITY OF AUBURN FOR REVIEW AMD APPROVAL PRIOR TO PROCEEDING WITH ON -SITE WORK. 3. FINISHED GRADES SHOWN ON SHEET C2. REQUIREMENTS FOR EXPOSED SOIL STABILIZATION DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE, AS REQUIRED BY THE BUILDING OFFICIAL: 1. FROM APRIL 1 TO OCTOBER 31 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. 2. FROM NOVEMBER 1 TO MARCH 31 ALL EXPOSED SOILS AT FINAL GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMINENT OR TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA GREATER THAN 5000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. STABILIZATION SHALL CONSIST OF MULCHING OR HYDROSEEDING IF SHOWN ON THE PLANS. MULCHING SHALL BE HAY OR STRAW APPLIED AT A RATE OF 100 BALES PER ACRE (APPROX. 2" THICKNESS). APPLY MIXTURE BELOW TO PREPARED SEEDBED AT A RATE OF 120 LB/ACRE: URBAN APPLICATION PRQPORTIONS BY WEIGHT X PURITY % GERMINATION KENTUCKY BLUEGRASS 30% 85 80 (ADELPHL BARON OR FYLKING) CREEPING RED FESCUE 40% 98 90 (PENNLAWN PERENNIAL RYE 30% 95 90 (DERBY OR PENNANT) APPROXIMATE FILL_ CUT TYPE SPECIFICATIONS FOR STRUCTURAL FILL (IF REQUIRED) FILL MATERIAL TO BE CLEAN, WELL GRADED COMPACTIBLE MATERIAL (CLASS B MINIMUM) WITHOUT WASTE AS DEFINED IN WAC 173--304-100 SPECIFICATIONS FOR GRUBBING ALL AREAS TO BE GRADED SHALL BE CLEARED OF VEGETATION, BRUSH, AND ANY OBVIOUS EXISTING DEBRIS, AND STRIPPED OF ANY TOPSOIL AND UNDERLYING SOILS THAT ARE SOFT, LOOSE AND/OR CONTAIN SIGNIFICANT AMOUNTS OF ROOT AND OTHER Oi GANIC MATTER. A 6" DEPTH OF STRIPPING IS EXPECTED, MORE OR LESS; HOWEVER, STRIPPING SHALL TAKE PLACE TO WHATEVER DEPTH IS NECESSARY TO REMOVE ORGANIC MATTER AND SOFT/UNSTABLE MATERIALS FROM BENEATH AREAS TO BE FILLED AND/OR PAVED. STRIPPING SHOULD EXPOSE MEDIUM DENSE, STIFF, OR MORE COMPETENT, NON -ORGANIC EXISTING SOILS. EATH WORK QUANTITIES (CONTRACTOR TO VERIFY) CUT 155 C.Y. FILL 0 C.Y. UTILITY CONFLICT NOTE: CAUTION: 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 NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. METAL FRAME AND CB CASTING RIM = 61.09 ADJUSTMENT BRICK (4" MINIMUM, 9 III I . - d . 111- 16" MAXIMUM) OFFSET TOP SLAB 12" CAP W/ RISER GASKET SHORT NIPPLE (LUBE BOTH ENDS) 5" MIN. STANDARD GALVANIZED STEEL LADDER/STEPS ® 12" O/C O c 12"0 PVC SDR-35 00 IE = 56.50 MANHOLE ADAPTOR/ Z 9• SEAL 0O 12"X12"X12" PVC TEE , ' d de . ,.. , BOTTOM ELEV = 53.50 RUBBER GASKET JOINTS . 12q 0 PVC W/ OPEN 48" TYPE II-C CATCH BASIN BOTTOM OIL WATER CONTROL STRUCTURE 1 OIL WATER CONTROL MANHOLE C3 N.T.S. 3"0 ORIFICE H j\ 3" 0 a' / 3"0 ORIFICE `�� ORIFICE 60' � 3q0 - 3"0 ORIFICE ORIFICE PUN VIEW CB RISER DETAIL CC� N.T.S. RISER W/ - DRILLED ORIf HOLES PER AND 3/C3 PLAN VIEW 1"=2' ROUND SOLID COVER ACCESS FRAME AND LADDER MARKED "DRAIN' OR STEPS OFFSET SEE WITH LOCKING BOLTS, PLAN VIEW ABOVE. RIM = 61.00 (1) 2' MIN TOP OF RISER PIPE 1S" CAP, RUBBER OFFSET TOP GASKET ° SLAB 3"X0.90 C E STAINLESS STEEL d o STANDARD GALVANIZED 100YR WS EL SUPPORT BRACKET W/ TURNBUCKLE % STEEL LADDER/STEPS 59.48 ANCHORED TO CONCRETE WALL ® 12" O/C (MAX 2' SPACING). MIN ONE I SUPPORT. O _ 13W" 0 ORIFICE = p 1 OYR WS EL )DER O EL. = 59.00 = 58.94 VG -r- ELEV. = 58.70 2YR WS EL A.C. OR PVC CNTR 5-3"0 58.61 MANHOLE ADAPTOR PER DTL 3/C3 WATER TIGHT F "Q" PER TABLE CONNECTION � 15" INLET � RIGHT IE 56.00 NOTES: 1. PIPE SIZES & SLOPES: SEE PLANS. 2. OUTLET CAPACITY NOT LESS THAN COMBINED INLETS 3. METAL PARTS: A) CORROSION RESISTANT OR GALVANIZED OR ALUMINIZED TYPE II B) IF GALVANIZED STEEL PIPE, HAVE ASPHALT TREATMENT 1 4. FRAME & LADDER OR STEPS OFFSET SO: A) CLIMBDOWN SPACE IS CLEAR OF RISER. B) FRAME IS CLEAR OF CURB 5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS Y4" 6. CONFORM TO CITY OF AUBURN STDS. TOP OF BERM DIVIDING POND X INTO TWO CELLS EL = 57.00 vv - C ✓' - - - $'� v� 6t O O 0 0 O 0000 o O 1 O� 00 O O 1 O q-� o � 0 O o c�v 1 0 O � 0 2 BOT. OF WETPQND O O o cAn o EL = 53.50 O' BOTTOM OF 5' MINIMUM POND EL. 53.00 [w000. X SECTION Y-Y (SEE POND ON SHEET C3) 5' MINIMUM 18" THICKNESS 57.00 1 Y2"-4" WASHED ROCK CORE 2 2 0 1 � O O Oo � �1 QUARRY SPALLS LAYER ` ^.. O C� CELLPOND � '-.,� '�•'� '':: :..;;........: ;:.:....,,... •.:... BOTTOM11=1 1=1 11=1 11=1 NOTE: "KEY" NOT REQUIRED POND BOTTOM POND BOTTOM EL = 53.00 EL = 53.00 GRAVEL FILTER WINDOW DETAIL iX-Xi N.T.S. CELL POND BOTTOM CB SCALE: 1"=2' 15" OUTLET IE 56.00 15X15X15 PVC RELEASE RATES TEE, RUBBER DESIGN STORM Q (CFS) ACTUAL GASKET JOINTS 6" MIN, v Y2 2 YR 0.21 0.21 (REMOVABLE) 10 YR 0.85 0.85 100 YR 1.42 1.42 EL. 54.00 15" RUBBER a GASKET PLUG ° W/ 2Yiie" ORIFICE II-48 CONTROL STRUCTURE • FN4 z t= Lo p zo 00 .� wLU®Lo ca �ca oo wrn __j c�w=o w Lo cn d" cn : 000 0 w C m� J ZD z m F- Lo C_7 La.. Q 0 [� F- V) M 3� cn t) ,� ►- w Ld w P� ck-01 V' L1. � >< cc� P= W m x x 0 uj W W LA J 0 86 V) J I EXPIRES 3/8/2003 ///l REV. DATE BY DESCRIPTION DATE 1 09/25/01 G.MO REVISED PER CITY COMMENTS SEPT 2001 2 10/24/01 G.MO REVISED PER CITY COMMENTS DRAWN BY G.MO DESIGN BY A.F.P. RECORD DRAWING CERTIFICATION PROJECT REF: GRA 01-0013 JOB NO. 00-072 THESE DRAWINGS CONFORM TO THE CONTRACTOR'S THESE PLANS ARE "APPROVED" FOR CONFORMANCE CONSTRUCTION RECORDS. WITH THE CITY OF AUBURN ENGINEERING DIVISION'S SHEET NO. REQUIREMENTS BY: � � � DATE: 7-Z7z6 f'� TITLE/POSITION APPROVED BY.. /�J��� C 3 CONFIRMED BY CITY DATE: DATE APPROVED: PF a 30z Ska-4 ---------- SILT FENCE WEST PROPERTY PER C.O.A. ......................... I .................. ......... ................... .. ............. .... .......... ........................... .. .............p... ..... ..................................................6666:.... ........ SILT FENCE PER C,O.A. DEV-6 I EXISTING �. .....:.:.:.:....:..:........ GRADE........ .... ............. ' ....: ............. ............. .... ......... 63 6.0EARTH BERM (TO BE III ;Ili ITi-i ! Ti=l l !_ ! ;III ,III, III I f=1�_f l_I 11 l I IIIIII_ KEYED INTO III , I I11_III ' 60 1�-=�a SL9P.E).{K .....:�..... .......................................................................... ................... 60 ..................... , .I n PROPOM GRADE 1 1 _ . ............ ....... .... ..... .............. .....................................EX....W ........... 57 ......L...............:.... ................. ...... �............:. .................... .......................... .........7 .ILL 5 LL �LI .... I ...............:... .....54 ..... z_ ......... III-I^�: . ill-i; f: -� i EX, Ss .5151 ............ .....:............. ............... ..................... ...........:......................................................... ... SEE DETAIL 3/C4 .................. ...............................................................................................................................,................................................................................................................................................................................................. 1 SITE SECTION C4 SCALE: 1"=30' HORZ 1"=3' VERT. SILT FENCE PER .......................................... ................................................................... .................. .................. .................................................... C.O.A. DEV-6 42" CHAIN LINK WEST R FENCE (TYP. 66........................................................:.... N.OR.TH..PR.OP.ERTY.:.. ,.:..:. ......:.. BERM LINE " 66 6' EARTH 61.00 SILT FENCE 42" CHAIN LINK 1.52' FREEBOARD (MIN.) FENCE (TYP.) 60.00 61 61 63................................................. ...... ................... .. ....... ... ....63 MATCH EXIST. TOP ELEV. = 61.00 60...................... / 60 GRADE MATCH EXIST. / TOP LIVE STG = 59.48 �; P GRADES ® R -_ 59.48 TOP OF LIVE STORAGE 59 - .............................59 -_ - - III-=1 11= .............................. 60............................................... r_i�, .�..........rf t rr-1 I r ......,,- 6 / 1 ITI EXISTING : ..=11-, 58......................... EXISTING POND ............................ 58 GRADE - GRAVEL ACCESS W/ 6" DEPTH EXISTING ... \ ROCK OR AP VED 57 ........................ GRADE 57 _•k 36" CRUSHED. PRO 300' 5 I I _�� 57.00 ................EQUIVILENT• 7 57..... .....:..........:........................:..........:.:. ...:... = B�Tf�LIV�S`TG = 56.0 56 \ - Q -LLI BOTTOM LIVE STG = 56.00 56......................... �_ = TOP DEAD STG = 56.0 PROPOSED GRADE - 111= TOP DEAD STG = 56.00 i PROPOSED III1 ,,, 1= :: = GRADE ................................... 55 NI ! 55.................................... ,� - I :54 54 M- I=................................. GRAVEL FILTER I I1:................................... _ 54 54 WINDOW PER .III = = i III - Y I -„ - -1 APPROX. HIGH SEASONAL - - - DTL 4/C3 8' $ 53 GROUND WATER ELEV. 52.00 _--BOTTOM2' 53.0 1j 53 51......................................... .:..:...:.. ......::........:....:..:.. .. ............. .. .. ... ... .............: 51 2 24' 24' 19' 13' 9' .... 52.................................... .52 NOTE�w COMPACT POND BOTTOM WITH TILL 51........................................................................51 LIKE MATERIAL TO CREATE A SEMI .............................. ........................:...:...:........:....................................................................................... .................. . .......................... IMPERVIOUS LAYER 2 SITE SECTION 3 DETENTION WET POND SECTION LOOKING NORTH C4 SCALE: 1 "=30' HORZ. C4 SCALE: 1 "=10' HORZ. 1"=3' VERT. 1"=2' VERT. I I i I i REV. DATE BY DESCRIPTION 1 09/25/01 G.MO REVISED PER CITY COMMENTS 2 10/24/01 G.MO REVISED PER CITY COMMENTS 3 11/26/02 G.MO ADD NOTE FOR POND RECORD DRAWING CERTIFICA11ON THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY:DATE: TITLE/POSITION CONFIRMED BY CITY _ DATE: PROJECT REF: GRA 01-0013 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS cP 12-/11/oZ APPROVED BY: ��-�ti� dL DATE APPROVED: % Z ' m '2,. V% U 0 •� Z Lo (D Z CV r" O co •� Z�QN r C-DV) O ao �--' w� �wc) z � � j N uj to Ln ��z0N0 J `i- M Lo z m i � W Lj_ O (� VI m 3i .� z ►- w [L L.j V) LLJ O X X ._J Lj Q U711 (W Z .Q O � W V) LLJ V) F_ w w lc' /or`�e�- DATE SEPT 2001 DRAWN BY G.MO DESIGN BY A.F.P. JOB NO. 00-072 SHEET NO. C4 fF 0 30Z __ 1 m�. UTILITY CONFLICT NOTE: CAUTION: 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 ® 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 NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. V2 5Y2" 1/2., * 2 A.C. PAVING -- SLOPE DIN - CONC. CURB Fo ° O ° o ° o ° o oo_ o _- * NOTE: CONSIILT SOILS ° o0 k 0° °0 ° ENGINEER/TESTING III 111 _ 111 III -III I I-� LAB FOR PAVING ; — -III -III-�� — — — RECOMMENDATIONS ® HEAVY TRAFFIC/ * 4"-!A" MINUS COMPACTED SUB -BASE TRUCK AREAS (IF ANY) CRUSHED ROCK PER SOILS REPORT/ BASED ON SITE SPECIFIC TESTING LAB CONDITIONS. CURB & PAVING SECTION N.T.S. LEGEND DESCRIPTION NEW EXISTING RrOF DRAIN - - -RD - — .iTORM SEWER - — -SD — — SANITARY SEWER SS - — _SS_ — - WATER W -- — W GAS LINE --C--- FIRE HYDRANT WATER VALVE Z WATER METER CATCH BASIN STORM MANHOLE _ OO CUSTOMER PARKING O CONCRETE EXTRUDED CURB RIDGE RIDGE LINE — — — — — CONC. RETAINING WALL CONTOUR 112115.00 -- —112— — — � SPOT ELEVATION ._/'�15 VICINITY MAP NTS I REV. 10-5-01, POND ETC. PER CITY File Name EX. SDMH RIM=60,31 IE(15"S)=54.91 IF(?4"F W1=54.31 LANDSCAPE PLAN LOCATED IN SECTION 12, T21 N, R4E, W.M. AUBURN, WASHINGTON EX. SSMH EX. SSMH RIM=61,53 jRIM=61.33 IE(12"N,W)=52.43 �I Q E CB TYPE2 RIM=61.01 IE(12"S)=55.71 EXPRESS STORAGE C/0 MR. FRED CRASE 14214 MERIDIAN AVE. E. PUYALLUP, WA 98373 PH: (253) 841-4903 FX: (253) 841-1652 IE(12"N,S)=56.08 IE(24"E,W)=54.78 10' ELECTRIC ESMT AF#9005210830 SSMH RIM=62.78 IE(12"N,S)=52.88 CB TYPE2 RIM=62.32 IE(24"NW,SE)=54.92 \ \ I t \ \ I I \ I � I I P I II II � I I EXIST. 24" ACCESS EASEMENT I I I W L- Z h— I W EX. D/W L,Jt J I Q Date: 11 /07/00 Scale: 1" = 30' Drawn By: D.B.L. Approved By: Revised: 09/20/01,10/05/ PLANT LIST Quantity Scientific Name Common Name Size Spacing 120 Prunus lauro. 'Otto Luyken' Otto Luyken Laurel 2-Gal 3' O.C. 7 Pinus nigra Austrian Pine 6' Ht 30' O.C. g Acer platanoides 'Crimson King' Norway maple 2"-Cal 30' O.C. 7 Liquidambar styraciflua American sweetgum 2"-Cal As Shown 64 Mahonia aquifolium Oregongrape 2- Gal. 4' O.C. As Req'd Cotoneaster dameri Bearberry Cotoneaster 4" Pots 18" O.C. Sod Lawn is JB Sod Perennial Ryegrass DECIDUOUS TREE #1 CHAINLOCK, LOCK do STAPLE TO STAKE (2) 2x2 FIR STAKES DRIVEN TO REFUSAL SET PLUMB & INLINE 2" LAYER BARK MULCH 2" DISHED EDGE PULL BACK BURLAP AND REMOVE WIRE BASKET 50/50 TOPSOIL/ NATIVE SOIL MIX PLANT PIT TWICE DIAM. OF ROOTBALL TREE STAKING DETAIL N.T.S. CB TYPE2 RIM=62.91 IE(24"N,S)=55.71 IE(12"W)=56.91 EX. SSMH RIM=63.95 IE(12"N,S)=53.45 PLANT PIT TWICE c , ROOTBALL DIAM. w w to 0 2" LAYER BARK 2" DISHED EDGE FOLD BACK TOP THIRD OF BURLAP 50/50 TOPSOIL/ NATIVE SOIL MIX SHRUB PLANTING DETAIL N.T.S. NOTES PLANT PIT TWICE ,,,,,,,,,,"nnI11111 IIIlllllli ROOTBALL DIAM. IIIIIIIIIIIIII IIII CONIFEROUS TREE iiiiilllllllllllll ���I��) li II'I'' ,dllll 2x2 FIR TREE STAKE nnIIiIIIIIIIIIIIIIII�IIIIIIII) ,#1 CHAINLOCK, LOCK IIIIUInI .& STAPLE TO Illdlllll„ 'IIII Illlllllllllllllillmm� , TAKE 2" BARK MULCH "0u'IIIIII 2" DISHED EDGE UNFOLD TOP THIRD OF BURLAP dr. REMOVE WIRE BASKET 50/50 TOPSOIL/ NATIVE SOIL MIX CONIFEROUS TREE STAKING N.T.S. TOPSOIL IN ALL PLANT AND LAWN AREAS. INSTALL 3" BARK MULCH IN ALL PLANTING BEDS. PROVIDE ONE YEAR WRITTEN WARRANTY FOR ALL PLANTS AND SOD. ALL INDICATED LAWN SHALL BE SOD. AND IRRIGATED BYAUTOMATIC IRRIGATION SYSTEM. OBTAIN ALL NECESSARY PERMITS. POND SEEDING HYDROSEED POND AREA WITH 2,000 LB./ACRE WOOD FIBER MULCH, "J" TACK, 8 LB./1,000 S,F, 10-20-20 FERT. ALONG WITH 8 LB./ 1,000 S.F. OF A SEED MIX AS FOLLOWS: 30% KENTUCKY BLUEGRASS (ADELPHI OR BARON 40% CREEPING RED FESCUE (PENNLAWN) 30% PERENNIAL RYE (DERBY OR PENNANT) FOR ADDITIONAL NOTES, SEE GRADING PLAN. STATE �F REGISTERED I LANDSCAPE ARCHITECT DAVID Br LOWMAN CERTIFICATE NO. 387 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION CONFIRMED BY CITY DATE: PROJECT REFERENCE: SEA 0/ 0 This Plan Sheet conforms with the City of Auburn Minimum Landscape Requirements APPROVED BY: DATE APPROVED: Sheet S I G N A G Lip 1 of D LF I -� 26007 NE 27th DR. REDMOND, WASHINGTON 98053 TEL. (425) 898-8833 FAX (425) 868-2164 11 2 7 01, 12 19 01 12 0 6 0 2 ISOA UTILITY CONFLICT NOTE: CAUTION: 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 NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 2" A.C. PAVING - SLOPEDN l:.z CONC. CURB ° 0 0 p ° o U o ° O°- a ° ° ° °_ NOTE: CONSULT SOILS 80 ENGINEER/TESTING I -III -III -III III IIIIII-III-' LAB FOR PAVING RECOMMENDATIONS ® HEAVY TRAFFIC/ * 4"-%" MINUS COMPACTED SUB -BASE TRUCK AREAS (IF ANY) CRUSHED ROCK PER SOILS REPORT/ BASED ON SITE SPECIFIC TESTING LAB CONDITIONS. ;1 CURB & PAVING SECTION N.T.S. LEGEND DESCRIP11ON NEW EXISTING ROOF DRAIN - - -RD -- - STORM SEWER - - _SD - - SANITARY SEWER SS - -- _Ss- - WATER W - W - - GAS LINE - - G - - FIRE HYDRANT Q WATER VALVE Z 7 WATER METER 0 EB CATCH BASIN STORM MANHOLE�� Cry CUSTOMER PARKING O CONCRETE EXTRUDED CURB RKM RIDGE LINE - - CONC. RETAINING WALL 0 CONTOUR 112 - --112- - 115.00 SPOT ELEVATION .�— VICINITY MAP NTS REV. 10-5-01, ADD IRR. 0 POND File Name LOCATED IN SECTION 12, T21 N, R4E, W.M. AUBURN, WASHINGTON EX. SDMH EX. SSMH RIM=61.53 EX. SSMH RIM=6_ 31 IE(12"N,W)=52.43 RIM=61.33 CB TYPE2 IE(15"S)=54.91 IE(12"N,S,E)=52.00 RIM=61.01 IE(24"E,W)=54.31 EX. D/W IE(12"S)=55.71 IE(24"W)=54.31 15' SANITARY SEWER EX, D/W 3 ESMT AF#950 -----------W---------------W--W- - cn r. _ 16TH STREET N.W. �' _ W_' I _ S 89'04'50" E 20 20' _` -W_. __1 360 - --SD- - - ----SD---- C/) 1 - \ �- EXISTING ASPHALT PARKING LOT EX IE=56.0 EX. CB TYPE it-48 OIL WATER SEPARARTOR RIM = 58.59 EXISTING BIOSWALE EXISTING BUILDING (F.F. = 62.43) 6'2. 4. 1 EX, IE=56.90 EX. IE=57.10 62.43) EXISTING BUILDING (F.F. = 63.10) EXISTING STORM - WATER RETENTION POND (F.F. _ 63,77) 100 YR WS EL. = 59.95 3:1 At W CV �n z r EX FFNCF ;1^ 1 CB TYPE2 RIM=61.68 IE(12"N,S)=56.08 IE(24"E,W)=54.78 10' ELECTRIC ESMT AF#9005210830 cA�zsoN JUMr�o vALVE pox :fit FLUSH VJI1H FINISH Gi'A17E. �--'-- UU1__4/f/ FEDCO DOLDLE CHECK VALVE A5%E - 517E A5 NOtED ON PLAN5, f�RPSS LNM 5AME 52E A5 DCV, f3RA55 NPL5, SAM - 517E A5 DCV SGN60 90 ELL 5CH60 FVC NIP'L, ..}} MIN CLEAAVANCE BRICK OR TIMAIE12 LLMWER OLOCK °o ° oo ° 9O ° ° �w9oEI.L� 6 VEL St1MP ° S° ° C,F � C?OLII CI fCK VA V� A55EMPLY bETAiL N,T.5. 6 IE(12"N,S)=52.88 EX. D/W 80' I 18` 36' �� / �%� i> \ \ \ s CB TYPE2 � � . / �/i / / / RIM=62.32 �� IE(24 NW,SE)=54.92 3.1 N 50 0 1.= 77 00 57" \ \ \ \ i R=270,04 362.98 � \ \ 12 X50 PRE -MANUFACTURED \ \ \ GOLD SEAL MODULAR W/ LANDING PRE-ENGINEERED DECK & RAMP, SEE PLANS BY OTHERS \ I L EXIST. STORM ! \ \\ WATER RET. � � \ \ i CB TYPE2 POND, MODIFY \ I RIM=62.91 S)=55.71 PER SHT C2 I / / \ \\ \\ I \ lE(12"W)=56,91 \ \ I \ \ 1 EX. SSMH RIM=63.95 N 89*066'05" W _ IE(12"N,S)=53.4` 193.35 i I P I I II I I � i Ii EXIST. 24" I I ACCESS EASEMENTLj I SCOPE OF; PROJECT: THESE PLANS HAVE BEEN PREPARED Q I z TO DETAIL( THE CONSTRUCTION OF THE U—HAUL RENTAL o --- - (PRIME L - �- FACILITY SHOWN. THE SITE WAS FILLED PREVIOUSLY r, SQUARE) Ex. D/W w UNDER GRA0021-95 AND THE EXISTING DETENTION POND z WILL BE MODIFIED AS SHOWN TO COMPLY WITH CURRENT CnF— CITY STANDARDS. _ X 31 -rL I w w Ig 8 �N N 89'06'05" W 210.00' EXISTING BUILDING EXIST. PARKING I EXISTING BUILDING RRIGATION PLAN EXPRESS STORAGE C/0 MR. FRED CRASE 14214 MERIDIAN AVE. E. PUYALLUP, WA 98373 PH: (253) 841-4903 FX: (253) 841-1652 (EX. ASPHALT PARKING LOT) Date: 11— 7— 00 Scale: 1' = 30 Drawn By: D . B . L. Approved By: Revised:10/05/01, 11/20/01, 12/19/01 I_ 1tc1l41n 90 ELL 5CH90 NFL, n5 M vALvf u�wi ram++ a °OTC WATNIPROOP WPM 5PLIGERS 9M„ PVC MALE ADAPTER LIF-14/ 1 WIRE 5PI.ICE ONLY IN OOX.p� TAM TO LNtii'ER9M OF MAIN 0 5' A. ALLOW 24" LOOP (X VOR♦ 'N VALVE [�rAi AI.ITOMMIC CONTRa VALVE DETAIL N.T.5. POP -LP OR ROTOR 5Pf WUR A5 SPEC r-V ON" 9M� PIPE W/ DPi'9E0 E LS MD MNO EX %X M.L M OP `�'RiNKLER. SWING Pp'E M . I6" LOt�Y' TRIFLE 9NING JOINT WTiH (5) M UX STREET ELL5 AND < 1) 12" 5GH 60 PVC NPL, CLA55 200 PVC LA'ERPL UNE AND SCH 40'In OR ELL TM5WNCA JOIN1' 05EI? A55EMMY MrAIL N f.5. WEATI-ERMAX 906 MAW VA VE MARK);R 5ET FLU5H W/ FN5H CiVM- CLA55 200 PVC W/ aK 8 M-AW PAT NU65 MANIWL VRAIN VANE. 50-00 NIPL5 MIN 3" La4, 5CH 80 PVC 90 ELL. 5CH80 PVC NK MNJ. S" LONG 2 C.F. GRAVEL 5" MIN. MANUAL FAIN VALVE A55EMMY M-rAL N f.5, IRRIGATION LEGEND 0 RAINBIRD 1800 POP -UPS W/ SWING PIPE RISERS 4" LAWN, 6" SHRUBS. © RAINBIRD ESP12-LX+ CONTROLLER MOUNTED ON WALL POWER TO CONTROLLER BY ELECTRICIAN. IRRIGATION DEDUCT METER 1" MIN. OFF DOMESTIC WATER LIME INSTALLED BY UTILITIES CONTRACTOR. 1" RED & WHITE GATE VALVE IN 10" PIT. I\I 1" FEBCO 805Y DOUBLE CHECK VALVE IN JUMBO BOX. Q 3/4" RAINBRD XV IN 6" PIT PLUS 33K AND SH-0 SWIVEL INSTALL ON GALV TRIPLE SWING JOINT. RAINBIRD 100PE8 -AUTOMATIC CONTROL. VALVE I STD BOX. 1 1/2" SCH40 PVC MAIN 18" DEEP MIN, CL200 PVC LATERAL LINE AT 12" MIN. DEPTH. UNMARKED PIPE IS 3/4". NOTES PROVIDE ALL NECESSARY PERMITS AND INSPECTIONS. INSTALL ALL PIPE UNDER PAVING IN SCH40 PVC SLEEVES TWICE DIAM. OF INSERT PIPE. INSTALL 1/2" KING AUTO -DRAINS IN LOW POINTS OF ALL LATERALS. USE ALL UF/14-1 WIRE. ALL SPLICES IN VALVE BOX'S. PROVIDE ONE YEAR WRITTEN WARRANTY TO OWNER AT FINAL WALK THRU. PROVIDE ACCURATE "AS BUILT" AT FINAL WALK THRU. PROVIDE STUB OUT AT BOTH ENDS OF MAIN WITH CAP FOR FUTURE EXPANSION. EAGLE DEStu"�N 26007 NE 27th DR. REDMOND, WASHINGTON 98053 TEL. (425) 898-8833 FAX (425) 868-2164 STATE OF REGIISITTERED LANDSCAPEARCH DA.VID B. LOWMAN CERTIRCATE NO. 387 Sheet IR-1 of 07 P 302- s ki. 1