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HomeMy WebLinkAbout05D1817 COV �� 4th ST N ER SHEET z 3rd ST NE 2nd ST E nCn V, W 1st ST NE _cO W SI E E. MAIN ST. EXISTING 0 BUILDING --------- .00 t 2nd ST SE LQ L'� 40 y LUI L' V) > V) UW) CL')�) CUIJ co ...... `777777' 1 1 0 of CC,-) ....................... V) z 0 20 40 80 ---- - - - ---- _w 0 t'-) vt; Z) L W 41. 4th S z aj E W -- -------- z > 5th 0 0 CD 0 CONSTRUCTION SEQUENCE: ...... ........ 6th ST S 6th ST SE W; W Z 1 SCHEDULE AND ATTEND PRE-CONSTRUCTION MEETING WITH CITY OF AUBURN OFFICIALS. stn ST SE 7th ST SF --- -------------------------- ------ M a W .......... LLI W > 2. FLAG ALL CLEARING AND GRADING LIMITS FOR PROJECT AS SHOWN ON THE PLANS. ath ST SE V) U) D ------ - 8th ST SE_ 0 M CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN. Q� of 3. 0 5 4. INSTALL TEMPORARY FILTER FABRIC FENCE AS SHOWN ON PLANS. < M M Y �e M 5. CONSTRUCT INTERCEPTOR DITCHES WHERE SHOWN. EXISTING BUILDING < -inseam- 5. INSTALL HAYBALES AND FILTER FABRIC AS SHOWN ON PLANS. VICINITY MAP q -6 EXISTING NO SCALE 7. 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. BUILDING Z 0 CD 8. PROTECT ALL PROPERTIES ADJACENT TO THE PROJECT FROM SEDIMENT DEPOSITION. rn C) C) 9. NO RUNOFF IS TO LEAVE SITE WITHOUT TREATMENT. ----------7,7 7 7---- --------7-j 10. CLEAR AND GRADE SITE AMEND E.S.C. FACILITIES AS REQUIRED. ...... ...... IT! LEGAL DESCRIPTION: R M 11. WHEREVER CONSTRUCTION VEHICLES ACCESS ROUTE CROSSES PAVED ROADS, CARE MUST BE LOT 2, BLOCK 1, TRUITT'S FIRST ADDITION TO AUBURN, ACCORDING TO THE PLAT 6 MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT (MUD) ONTO THE PAVED ROAD. IF SEDIMENT THEREOF RECORDED IN VOLUME 14 OF PLATS, PAGE 51, IN KING COUNTY, z IS TRANSPORTED ONTO PAVED SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE WASHINGTON. END OF EACH DAY. 12. WITH EACH LAYER OF FILL MATERIAL, INTERCEPTOR DITCHES AND T.E.S.C. FACILITIES MUST BE LOT 4, BLOCK 1, TRUITT'S FIRST ADDITION TO AUBURN, ACCORDING TO THE PLAT GRADED AND MAINTAINED TO PROVIDE POSITIVE SLOPE FOR DRAINAGE TO DISCHARGE POINT. THEREOF RECORDED IN VOLUME 14 OF PLATS, PAGE 51, IN KING COUNTY, WASHINGTON. 13. ALL DISTURBED AREAS AND EXISTING DITCHES WHICH HAVE BEEN EFFECTED BY GRADING OPERATION SHALL ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 90, IN BE HYDROSEEDED UPON COMPLETION OF GRADING ACTIVITIES AND IN ACCORDANCE WITH GRADING AND ....... LOT 27 THROUGH 30, INCLUSIVE, AND LOT 32, RIVER VIEW ADDITION TO AUBURN, TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES. SSTREET S.E. KING COUNTY, WASHINGTON; 14. CONTINUOUS MAINTENANCE AND UPGRADE OF T.E.S.C. MEASURES, INCLUDING DUST CONTROL, SHALL BE PROVIDED AFTER FILL OPERATIONS ARE COMPLETED. xI........... EXCEPT THAT PORTION OF LOT 27 CONVEYED TO THE CITY OF AUBURN FOR STREET ....... . ........... 15. MAINTAIN E.S.C. FACILITIES UNTIL ALL RISK OF EROSION SEDIMENTATION DRAINAGE HAS PASSED AND ------------- PURPOSES BY DEED RECORDED UNDER RECORDING NUMBER 7802070893; PERMANENT STORM DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONAL. DO NOT CONVEY SEDIMENT-LADEN WATER INTO STORM DRAINAGE SYSTEM. TEMPORARY EROSION & SEDIMENTATION CONTROL FACILITIES AND EXCEPT THOSE PORTIONS OF LOT 30 AND 32 CONVEYED TO THE CITY OF AUBURN Z CAN REMOVED ONLY UPON FINAL SITE STABILIZATION AND APPROVAL FROM CITY OFFICIAL. FOR ALLEY PURPOSES BY DEED RECORDED UNDER RECORDING NUMBER 2899234. co C,4 < THE EAST FEET F LOTS 33, 34 AND 35, RIVER VIEW TO N, _j cq ACCO RDING182.27 TO THE PLATOTHEREOF RECORDED IN VOLUME 9 OF PLATSADDITION, PAGEAUBU90,RIN 00 (L KING COUNTY, WASHINGTON. 0 0) A'w'* THE EAST 137.211 FEET OF LOT 36, RIVER VIEW ADDITION TO AUBURN, ACCORDING TO 11 , " ffxa� J�-- THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 90, IN KING COUNTY, 0 0 WASHINGTON. LL W LL W hwmhZ EXISTING 0 W .0 HORIZONTAL DATUM: 3: . .. .... BUILDING HORIZONTAL DATUM IS NAD 1983 (91), BASED ON INFORMATION PUBLISHED z M BY THE CITY OF AUBURN (COA). WE HELD COA 127 FOR POSITION AND z 0 A BEARING OF NORTH 87 '3133 EAST TOWARD COA 160. O < M N A _j -------------------- - ----------------------- - -------- C") W Z 111 1 �I" VERTICAL DATUM: M 0 CITY OF AUBURN GENERAL NOTES SPECIAL CONDITIONS NOTES: VERTICAL DATUM IS NAVID 1988, BASED ON INFORMATION PUBLISHED BY THE 1. DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE CITY OF AUBURN (COA). 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S FOLLOWING SCHEDULE OR EXCEPTED IN THE FIELD WHEN IN THE JUDGEMENT OF REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY THE BUILDING OFFICIAL, SUCH SCHEDULE IS NOT WARRANTED: CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. 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 130 DAYS SHALL BE BENCHMARK: LL 0 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON STABILIZED WITHIN 10 DAYS. FROM OCTOBER 1 TO MARCH 31, ALL EXPOSED SOILS AT STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FINAL GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR TEMPORARYBENCHMARK IS COA 09-D; RR SPIKE IN PP #225, BENCHMARK IS COA 09-D; RR SPIKE IN PP #225, FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION' (2000/LATEST EDITION), MEASURES. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE OWNER: SECOND POLE SOUTH OF 2ND STREET SE ON WEST SIDE OF D STREET SE. EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S CONSTRUCTION SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF AUBURN ON MAN, L.L.C. ELEVATION = 88.19 FEET. STANDARDS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN SEVEN CONTACT: JEFF OLIPHANT V AT THE JOB SITE DURING CONSTRUCTION. DAYS SHALL BE STABILIZED IMMEDIATELY. ADDRESS: 3700 BEAZER ROAD 0 BELLINGHAM, WA 98226 w•111111+ n 0 11 z 3. A PRE-CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START 2. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL TAX PARCELS: 253-931-3010 TO SCHEDULE A MEETING. rn ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY, TO REMOVE MUD DEPOSITED TAX PARCEL NUMBERS ON THE SUBJECT PROPERTY ARE: 869810-0030 (LOT 2); 0 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE ym� AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. THESE ACTIONS WILL BE GOVERNED 869810-0040 (LOT 4); 733140-0460 (LOTS 27-30 & 32); 733140-0485 L r, CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE AND DIRECTED BY THE BUILDING OFFICIAL. ENGINEER: (LOTS 33-35); AND 733140-0510 (LOT 36). C14 BARGHAUSEN CONSULTING ENGINEERS, INC. I SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY 3. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING ON SITE CONTACT: JASON G. HUBBELL, P.E. TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND CONDITION. THIS ACTION WILL BE GOVERNED AND DIRECTED BY THE CITY ADDRESS: 18215 72ND AVENUE SOUTH UTILITIES AND THE EXTEND OF ANY HAZARD CREATED BY OVERHEAD UTILITY OFFICIAL. KENT, WA 98032 0 ch < LINES. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 48 HOURS IN ADVANCE OF THE TIME PHONE: (425) 251-6222 UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISIONS WORK WILL BE PERFORMED ON SATURDAYS, SUNDAYS, HOLIDAYS, OR OTHER THAN OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO NORMAL WORKING HOURS. INDEX OF SHEETS: STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE-CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, 5. ALL DENUDED AREAS OF THE ENTIRE SITE SHALL BE HYDROSEEDED AND MULCHED STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). IMMEDIATELY, AS DIRECTED BY THE CITY IN ACCORDANCE WITH THE FOLLOWING CRITERIA: SURVEYOR: T1 OF 2 COVER SHEET T.E.S.C. LEGEND 5. PRIOR TO THE START OF CONSTRUCTION, A PROPOSED ROUTE AND BARGHAUSEN CONSULTING ENGINEERS, INC. SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED A. FOR SLOPES WITH A STEEPNESS LESS THAN OR EQUAL TO ONE UNIT VERTICAL TO ONE CONTACT: DENNIS SALTYS, P.L.S. T2 OF 2 TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN t% V) TO THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED UNIT HORIZONTAL (1/1) PROVIDE HYDROSEEDING AND STRAW MULCHING IN THE ADDRESS: 18215 72ND AVENUE SOUTH i1i \� t., CD 0 EXISTING TYPE 11 CATCH BASIN HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY MINIMUM AMOUNT OF 2 TONS PER ACRE (APPROXIMATELY 2 INCHES THICK). (REFER KENT, WA 98032 p. 0 PHONE: (425) 251-6222 BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES. TO CONSTRUCTION SEQUENCE FOR PERIMETER BERM ESTABILIZATION CRITERIA). 0 AS V) EXISTING TYPE I CATCH BASIN ❑ 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND B. FOR SLOPES WITH A STEEPNESS BETWEEN ONE UNIT VERTICAL TO ONE UNIT EARTHWORK QUANITIES AROUND THIS PROJECT. PRIOR THE THE START OF WORK, ALL METHODS HORIZONTAL (1/1) AND TWO UNITS VERTICAL TO ONE UNIT HORIZONTAL (2/1) PROVIDE Ljj _< :D x 0 �_ < Lj AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE HYDROSEEDING AND INSTALL AND PIN WOVEN STRAW BLANKETS PER THE ON-SITE OUT. 100 CY SITE ADDRESS: Ld EXISTING STORM DRAINAGE LINE - ---- SHALL BE SUBMITTED TO THE CITY FI APPROVAL. CONTRACTORS AND MANUFACTURER RECOMMENDATIONS. C�4 THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS SOUTHWEST CORNER OF EAST MAIN STREET 25672 r�) AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR C. FOR SLOPES WITH A STEEPNESS EXCEEDING TWO UNITS VERTICAL TO ONE UNIT AND D STREET SOUTHEAST ON-SITE FILL: 100 CY C) C14 00 00 C4 r- :z EXISTING SANITARY SEWER MANHOLE [If Z NEGLIGENCE CONNECTED WITH THEM. HORIZONTAL (2/1) DO NOT HYDROSEED, BUT INSTALL CLEAR PLASTIC SHEETING WHICH CD (0 00 U-) L0 SHALL HAVE A MINIMUM THICKNESS OF 6 MIL AND MEET THE REQUIREMENTS OF EXPORT. 3,000 CY AL < I I EXISTING SANITARY SEWER LINE 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES WSDOT/APWA SECTION 9-14.5. SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND EXPIRES 9/23/05 LO C\1 C14 M - SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. D. THE PLASTIC COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY Ej L EXISTING WATERMAIN ----------------------- 2-1 LID U0 _j > USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10-FOOT GRID SPACING IN Record Drowin Certification C14 " C14 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN THE FULL LENGTH 9 00 Ld -q- 4 0 U) EXISTING FIRE HYDRANT REFER TO THE CITY'S RECORD CONSTRUCTION DOCUMENT" HANDOUT. OF THE SHEETING WITH 1 FOOT MINIMUM OVERLAP OF ALL SEAMS. SEAMS SHOULD THEN BE ROLLED AND EITHER STAKED OR TIED. :.o EXISTING WATER VALVE x These drawings conform to the Contractor's construction records PROPOSED SPOT ELEVATIONS N�..ANWIL, BY Date 0 41 /U�1_ C.2 1)> y� CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE CALL BEFORE YOU DIG: Title/position 14 121� EXISTING SPOT ELEVATIONS WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND 1 0 0, REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION 1-800-424-5555 Confirmed by Clty. Date z ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A LU REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS EXISTING CONTOURS ................ 100 ................ MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL -Me RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. _UTILITY CONFLICT NOTE: - GRA#03-0032 FILTER FABRIC FENCE a--------a— PROJECT REF. CAUTION: WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES 0 PUBLIC LAND SURVEY OFFICE TEMPORARY CONSTRUCTION ENTRANCE 1111 WASHINGTON STREET S.E. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH These plans are approved for conformance with the City of OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE P.O. BOX 47060 Auburn's Engineering Division requirements. UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. FLOW ARROW 4 OLYMPIA, WASHINGTON 98504-7060 THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLINC. L Asses" mmumg nI ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY cm UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE E TEMPORARY DRAINAGE DITCH Approved By: 0 DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. z -r- z 0 LIMITS OF CLEARING AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN (n APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH Dote Approved. 0 RESPONSIBILITY OF THE CONTRACTOR. CONSTRUCTION. AL 0/9/7 TEMPORARY EROSION /SEDIMENTATION CONTROL PLAN *w� tAs r�"4�"u' '��I�VG�I` ' 'N� a.namlrt•<,e•�:: .. '�( i � - :,, _ _ { I I r I� - I - cS Z 11 <R151 3 x ,,,6` s rJ'a$ ° DhG e e 1 2� Jut ( h t( R'1F � 3 55 BUI 66. 0 10 20 40 � -,, cS�° SP .. `� � PO ' OLE_.;I — lip � �- � . � p * - .-s • , i,i m W x �j . . os � Q ....._ �.... Q PT x & p i71t17S'° X11 / 2 Z p 0$1 o 17.7J ��A 1 ,I 7 x� ; 0.19 X _ X �y:o ° .,p . � � I I: q J (n ° n 11 E '02'11"W 99.72' an ' ':�° °' p .° al ..i If v v �: �. �� s 49.96 s =-- --==-------_=� -------x X 4t - ° \: .. 0 3 It Of ----- s Z J ® � -- s ° _ __. --_....�. _. _. ° � e _ 1-0 - p ° s .' ° ....�� 'a' 151 I 1 CS LL Uj ° ° e _r GRADING AND EROSION CONTROL NOTES: �> IY� i ° R n p 'ss ' .; ;D,i s� \� ° i I �', V' j ,o x d> x I , u ° _ pq `i k,)ti. `• h` ° e�� EI 1. WITHIN THE CITY OF AUBURN, I U ALL REQUIRED RETENTION OR DETENTION SEDIMENTATION „ k o -? fr1 r," =x e a a p( ... s W AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO o s i n p . a- ¢ -- r +' �iht 8 b $ pr; f u 3 0 o x M ''�. s I cP6, I , . . ° �,, ?^r.�: a .:- q ° ,1,J;:. I ¢ M LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES, TO INSURE THAT SEDIMENT- "� x ;, ; ° ° :I µ IT ° CP C FE LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT w .n a o _g _ 1_ cP ,4}u,,•y .6, I (" ss6 U I a li n . .° l G PROPERTIES OR THE NATURAL DRAINAGE WAYS. ap \, ----- --- ° p . _ ° Z '°e=.F ___� -= == ------- z . . = --- ------ ----=-== rk _ _..._ _- 2. THE DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES DEPICTED ON a ' ' ° m cS I cS ✓ S > > .V -y;(;X ;n THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET �I F� ,IIT I v PROVDE CB PROTECTION (TYPJ „ s , 'v'o 0 0 # ( �'. 3 ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES o ! ;;I • '''' (PER CITY OF AUBURN i` a * " n "� o W MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION ri o ? en " �, 7 g DETAIL EROSION-04) ,t - MAINTENANCE, REPLACEMENT, AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE �� �� x RESPONSIBILITY OF THE PERMITTEE. II 11 "i? 4 n '', `' c� o < F ,✓ i °• �'� { s z ii I 1 cP 3. THE DETENTION CONTROL POND SHALL REMAIN IN PLACE UNTIL THE PERMANENT STORM ii i X t� (_ SYSTEM IS IN PLACE AND OPERATIONAL. x �) "" -- p, , I �ppy �,,., I - i I I , I �6 I q„, ir,,�a � •,yK . .. ,:t` .. p �"..�� �, ( 7'- ,�[....''a� I��..� - , ". .. 1 j ,'-, \ I I d�' ' -,titi » "i'. !<.� w :�,. p° �I, ; s 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS, c Z_ RJ i �� I'; I, I ' j SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL ItZ.i f x I -- - u _ ! I y _ �J HAS BEEN RECEIVED FROM THE CITY OF AUBURN. II _--_ I a X,� °• ' n I x s... M-'------- - , I� _ A O ,$`1 c'Bj x t r'1 r, } <.% IcP cP� I ,19 -V�1 ,}, c'HW , l .y ti , l r i iwkY@ n cP '' `` F + .^�.. n 11 � , I r..... I I , r1>/'11 p � I I I � ��. .�L= 5. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND ss iA -ill �� SEDIMENTATION IMPACTS ON ADJACENT PROPERTY AND DRAINAGE WAYS MUST BE : r x �t i y � ' i STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: " I "I" I ; ` PI "` 6 ' °D` { ,'. s „,. ;+?W(a.. n A�"r, � , ; 2 I a�+wu T s ' i� s I , r 1 t EANOWIS FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE WHICH ARE M " P , CO II . 1 X ' rr�:�i. SITS :[�:.� i F .,� p. ... I Il f �/��� U SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS, SHALL BE STABILIZED M " �"= I ° i " C I W s N 6 \ 6 d Z WITHIN 10 DAYS. ;; F I � si s p x �' .. , \ FL _ �; X I I I 'y -�. .� W6 ` "` i'ti'`i ►° .� I t i " :R, QI W U . �y, i4) I v .;T I ' s6',i tP6, '' tT ...I < `�� id) .1 ,' FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN _ � d _. ..- .. ._ .. m STAGES IN ORDER TO I - _ ---- - ---- _ Z MINIMIZE SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA I x --,- ___=_==__==__ 4th ST NE COVER SHEET z 3rd ST NE _ LL w w Z 2nd ST E _ LnI n ow I -�} W I U- 1 st ST NE m w SI I E Y Z E. MAIN ST. !O�� Z e EXISTING � � 2nd ST SE z r `o ������� ----J I rj 1" = 40' �' 4 z "� � w .m_--'---_''----- : BUILDING �� v W w vw v C w > i 0 20 40 80 g I vo o w w 0 v 10 Z Un) ~ c� o0 = Q CtiC' C�G\�C���C CTG C > _ _zI - W W m \ 4 0 4th ST w i a - ••' I I �� o o �i C< C C�{ TRASH' o CO C C s C C d"i 5th S7 SE I a C C C �`` 6th ST SE 6th S SE wl CONSTRUCTION SEQUENCE _ a , , p =� wow �.. 1. SCHEDULE AND ATTEND PRE-CONSTRUCTION MEETING WITH CITY OF AUBURN OFFICIALS. CC 7th ST SE 7th ST SE , 6 v~ 2. FLAG ALL CLEARING AND GRADING LIMITS FOR PROJECT AS SHOWN ON THE PLANS. , 8th T _ --- 8th STS Y w w w ' 3. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN. O U 0 J E � � _ F TT J 4. INSTALL TEMPORARY FILTER FABRIC FENCE AS SHOWN ON PLANS. l : c _ _ , 1 1 Y Y m a a Ne , I I �'(I o a o Q � 5. CONSTRUCT INTERCEPTOR DITCHES WHERE SHOWN, EXISTING BUILDING 6. INSTALL HAYBALES AND FILTER FABRIC AS SHOWN ON PLANS. II i VICINITY MAP q 0 0 D NO SCALE ' ca Z 7. TIME LIMIT APPLIES TO ANY WORK PERFORMED IN THE CITY OF AUBURN ROW. CONTRACTOR TO EXISTING I _ COORDINATE WITH CITY OFFICIAL FOR TIMING OF ANY CONSTRUCTION WITHIN ROW. BUILDING Q ' Z Y i 0 m 8. PROTECT ALL PROPERTIES ADJACENT TO THE PROJECT FROM SEDIMENT DEPOSITION. , I ® ' o v m 9. NO RUNOFF ISA LEAVE SITE E.S.C. FACIILITHOUT TIES AS REQUIRED.ENT. �� _ o 10. CLEAR AND GRADE SITE AMEND E Q �� .. /Y y V LEGAL DESCRIPTION: `� ° m E / ! � m m 11. WHEREVER CONSTRUCTION VEHICLES ACCESS ROUTE CROSSES PAVED ROADS, CARE MUST BE j , I m LOT 2, BLOCK 1, TRUITT'S FIRST ADDITION TO AUBURN, ACCORDING TO THE PLAT m - 6 MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT (MUD) ONTO THE PAVED ROAD. IF SEDIMENT THEREOF RECORDED IN VOLUME 14 OF PLATS, PAGE 51, IN KING COUNTY, z IS TRANSPORTED ONTO PAVED SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE I WASHINGTON. END OF EACH DAY. ]` I 12. WITH EACH LAYER OF FILL MATERIAL, INTERCEPTOR DITCHES AND T.E.S.C. FACILITIES MUST BE / \ \ LOT 4, BLOCK 1, TRUITT'S FIRST ADDITION TO AUBURN, ACCORDING TO THE PLAT GRADED AND MAINTAINED TO PROVIDE POSITIVE SLOPE FOR DRAINAGE TO DISCHARGE POINT. T If`�- C G c d ' / ✓ / THEREOF RECORDED IN VOLUME 14 OF PLATS, PAGE i, IN KING COUNTY, I v WASHINGTON. 4L I 13. ALL DISTURBED AREAS AND EXISTING DITCHES WHICH HAVE BEEN EFFECTED BY GRADING OPERATION SHALL __ ", _ LOT 27 THROUGH 30 INCLUSIVE AND LOT 32 RIVER VIEW ADDITION T BE HYDROSEEDED UPON COMPLETION OF GRADING ACTIVITIES AND IN ACCORDANCE WITH GRADING AND .. ..t 0 AUBURN, TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES. _a a g _ a h aEEl' S.F. - ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 90, IN Y- -� - - KING COUNTY, WASHINGTON; 14. CONTINUOUS MAINTENANCE AND UPGRADE OF T.E.S.C. MEASURES, INCLUDING DUST CONTROL, SHALL BE PROVIDED AFTER FILL OPERATIONS ARE COMPLETED. A ° ten® .gig EP TO THE CITY OF AUBURN FOR STREET { EXCEPT THAT PORTION OF LOT 27 CONVEYED 15. MAINTAIN E.S.C. FACILITIES UNTIL ALL RISK OF EROSION/SEDIMENTATION DRAINAGE HAS PASSED AND _- - - { PURPOSES BY DEED RECORDED UNDER RECORDING NUMBER 7802070893; PERMANENT STORM DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONAL. DO NOT CONVEY SEDIMENT-LADEN AND EXCEPT THOSE PORTIONS OF LOT 30 AND 32 CONVEYED TO THE CITY OF AUBURN r WATER INTO STORM DRAINAGE SYSTEM. TEMPORARY EROSION & SEDIMENTATION CONTROL FACILITIES _ I FOR ALLEY PURPOSES BY DEED RECORDED UNDER RECORDING NUMBER 2899234. N z CAN REMOVED ONLY UPON FINAL SITE STABILIZATION AND APPROVAL FROM CITY OFFICIAL { C / ' U I. I I THE EAST 182.27 FEET OF LOTS 33, 34 AND 35, RIVER VIEW ADDITION TO AUBURN, J cm 16. INSTALL UTILITIES PER APPROVED PLANS. C C I I ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 90, IN Q � 17. CONSTRUCT ROAD IMPROVEMENTS PER APPROVED PLANS. KING COUNTY, WASHINGTON. -� 18. PROVIDE CATCH BASIN PROTECTION ON ALL NEWLY INSTALLED CATCH BASINS. �- -C r C ._ O J 19. FINE GRADE SITE AND PREPARE FOR PAVEMENT. C - (: C THE EAST 137.211 FEET OF LOT 36, RIVER VIEW ADDITION TO AUBURN, ACCORDING TO Z Q O I I THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 90, IN KING COUNTY, Q 20. FINALIZE UTILITY AND PAVING CONSTRUCTION AND CLEAN ALL UTILITIES AS REQUIRED. -C I WASHINGTON. LL 21. INSTALL LANDSCAPING AND LIGHTING PER APPROVED PLANS. C [ -- 0 N C 22. COMPLETE INSPECTION/ PUNCHLIST C-- I C- < Q G - - HORIZONTAL DATUM O W 2 OUILDING C ` � HORIZONTAL DATUM IS NAD 1983 (91), BASED ON INFORMATION PUBLISHED Z m � I C { C BY THE CITY OF AUBURN (COA). WE HELD COA 127 FOR POSITION AND0 ir 0 Z U A BEARING OF NORTH 87 31'33" EAST TOWARD COA 160. m VERTICAL DATUM: Q M0 SPECIAL CONDITIONS NOTES: OWNER VERTICAL DATUM IS NAVD 1988, BASED ON INFORMATION PUBLISHED BY THE U LEGEND: CITY OF AUBURN GENERAL NOTES AUBURN ON MAIN, L.L.C. 1. DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE CONTACT: JEFF OLIPHANT CITY OF AUBURN (COA). 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S FOLLOWING SCHEDULE OR EXCEPTED IN THE FIELD WHEN IN THE JUDGEMENT OF ADDRESS: 3700 BEAZER ROAD co PROPOSED TYPE II CATCH BASIN REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS, ANY THE BUILDING OFFICIAL, SUCH SCHEDULE IS NOT WARRANTED: BELLINGHAM, WA 98226 CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE i OWNER, ENGINEER AND THE CITY, FROM APRIL 1 TO SEPTEMBER 30, ALL DENUDED AREAS AT FINAL GRADE AND ALL EXPOSED " BENCHMARK= PROPOSED TYPE I CATCH BASIN AREAS THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAY'S SHALL BE 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE WASHINGTON STABILIZED WITHIN 10 DAYS. FROM OCTOBER 1 TO MARCH 31, ALL EXPOSED SOILS AT I STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FINAL GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR TEMPORARY ENGINEER BENCHMARK IS COA 09-D; RR SPIKE IN PP #225, BENCHMARK IS COA 09-D; RR SPIKE IN PP #225, 0 EXISTING TYPE II CATCH BASINC) FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" (2000/LATEST EDITION), MEASURES. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SECOND POLE SOUTH OF 2ND STREET SE ON WEST SIDE OF D STREET SE. EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S CONSTRUCTION SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF BARGHAUSEN CONSULTING ENGINEERS, INC. ELEVATION = 88.19 FEET. STANDARDS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN SEVEN CONTACT: JASON G. HUBBELL, P.E. EXISTING TYPE I CATCH BASIN I] AT THE JOB SITE DURING CONSTRUCTION. DAYS SHALL BE STABILIZED IMMEDIATELY. ADDRESS: 18215 72ND AVENUE SOUTH o N z j KENT, WA 98032 01 o o 3. A PRE-CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START 2. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE PHONE: (425) 251-6222 TAX PARCELS: z ° PROPOSED STORM DRAINAGE LINE OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL 7F N 253-931-3010 TO SCHEDULE A MEETING. ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY, TO REMOVE MUD DEPOSITEDn o TAX PARCEL NUMBERS ON THE SUBJECT PROPERTY ARE: 869810-0030 (LOT 2); UM EXISTING STORM DRAINAGE LINE - --------- 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. THESE ACTIONS WILL BE GOVERNED m m o SURVEYOR: 869810-0040 (LOT 4); 733140-0460 (LOTS 27-30 & 32); 733140-0485 AND DIRECTED BY THE BUILDING OFFICIAL. N (LOTS 33-35); AND 733140-0510 (LOT 36). CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY 3. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING ON SITE BARGHAUSEN CONSULTING ENGINEERS, INC. c c o PROPOSED SANITARY SEWER LINE TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND CONDITION. THIS ACTION WILL BE GOVERNED AND DIRECTED BY THE CITY CONTACT. DENNIS SALTYS, P.L.S. m o d a .° UTILITIES AND THE EXTEND OF ANY HAZARD CREATED BY OVERHEAD UTILITY OFFICIAL. ADDRESS: 18215 72ND AVENUE SOUTH ® o a $ PROPOSED SANITARY SEWER MANHOLE • LINES. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 48 HOURS IN ADVANCE OF THE TIME KENT, WA 98032 INDEX OF SHEETS: UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISIONS WORK WILL BE PERFORMED ON SATURDAYS, SUNDAYS, HOLIDAYS, OR OTHER THAN PHONE: (425) 251-6222 ;{ OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO NORMAL WORKING HOURS. STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE-CALL C1 OF 6 COVER SHEET x PROPOSED SANITARY SEWER CLEANOUT (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, 5. ALL DENUDED AREAS OF THE ENTIRE SITE SHALL BE HYDROSEEDED AND MULCHED STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). IMMEDIATELY, AS DIRECTED BY THE CITY IN ACCORDANCE WITH THE FOLLOWING CRITERIA: SITE ADDRESS: C2 OF 6 GRADING AND STORM DRAINAGE PLAN EXISTING SANITARY SEWER MANHOLE 5. PRIOR TO THE START OF CONSTRUCTION, A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED A. FOR SLOPES WITH A STEEPNESS LESS THAN OR EQUAL TO ONE UNIT VERTICAL TO ONE SOUTHWEST CORNER OF EAST MAIN STREET C3 OF 6 SANITARY SEWER AND WATER PLAN TO THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED UNIT HORIZONTAL (1/1) PROVIDE HYDROSEEDING AND STRAW MULCHING IN THE AND D STREET SOUTHEAST = CS 0 EXISTING SANITARY SEWER LINE - - HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY MINIMUM AMOUNT OF 2 TONS PER ACRE (APPROXIMATELY 2 INCHES THICK). (REFER C4 OF 6 CONSTRUCTION NOTES AND DETAILS B Z BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES. TO CONSTRUCTION SEQUENCE FOR PERIMETER BERM ESTABILIZATION CRITERIA). o EXISTING WATERMAIN C5 OF 6 CONSTRUCTION NOTES AND DETAILS ��` pF Asy g V 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND B. FOR SLOPES WITH A STEEPNESS BETWEEN ONE UNIT VERTICAL TO ONE UNIT O ti� w a EXISTING FIRE HYDRANT AROUND THIS PROJECT. PRIOR THE THE START OF WORK, ALL METHODS HORIZONTAL (1/1) AND TWO UNITS VERTICAL TO ONE UNIT HORIZONTAL (2,/1) PROVIDE EARTHWORK OUANI IES C6 OF 6 SITE PLAN " ® Z AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE HYDROSEEDING AND INSTALL AND PIN WOVEN STRAW BLANKETS PER THE d' z Q z w EXISTING WATER VALVE SHALL BE SUBMITTED TO THE CITY OF APPROVAL. CONTRACTORS AND MANUFACTURER RECOMMENDATIONS. ON-SITE CUT: TOO CY ��� ® � N c��l ® o THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS q 25672 �� Q p N oo d PROPOSED WATERMAIN AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR C. FOR SLOPES WITH A STEEPNESS EXCEEDING TWO UNITS VERTICAL TO ONE UNIT F�/STERE p rm N r` z > o NEGLIGENCE CONNECTED WITH THEM. HORIZONTAL (2/1) DO NOT HYDROSEED, BUT INSTALL CLEAR PLASTIC SHEETING WHICH ON-SITE FILL: 100 CY L1 OF 4 LANDSCAPE PLANTING PLAN ass%NAL ENp N °' `° oO w w PROPOSED FIRE HYDRANT SHALL HAVE A MINIMUM THICKNESS OF 6 MIL AND MEET THE REQUIREMENT'S OF r` I �� _ _ 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES WSDOT/APWA SECTION 9-14.5. EXPORT: 3 OOO CY 1.- V E F) EXPIRES 9 23 05 L0 Ln O SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND L2 OF 4 LANDSCAPE NOTES AND DETAILS N N z Z o PROPOSED WATER VALVE H SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. D. THE PLASTIC COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY n n 23.2 USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10-FOOT GRID SPACING IN L3 OF 4 IRRIGATION PLAN Record Drawing Certificationcc) w N �> (if E PROPOSED SPOT ELEVATIONS 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN THE FULL LENGTH Y `... 0 V) REFER TO THE CITY'S RECORD CONSTRUCTION DOCUMENT" HANDOUT. OF THE SHEETING WITH 1 FOOT MINIMUM OVERLAP OF ALL SEAMS. SEAMS SHOULD L4 OF 4 IRRIGATION NOTES AND DETAILS o THEN BE ROLLED AND EITHER STAKED OR TIED. o EXISTING SPOT ELEVATIONS o° These drawings conform to the Contractor's construction records. 6. MINIMUM COVER OVER WATERLINES SHALL BE 42 INCHES. "�"'"� `"®"' ONr ` 3 EXISTING CONTOURS ................ 100 ................ CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE CALL BEFORE YOU DIG: By Date WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND Title/Position o REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION 1-800-424-5555 Confirmed by Clty: Date PROPOSED ASPHALT PAVEMENT ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A w REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS o - - MAY 13E OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL �1 ��2 RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. TEN 03-0043 51�e9C a J" c PROPOSED ASPHALT OVERLAY WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES UTILITY CONFLICT NOTE: PROJECT REF. `Jf�^/ br C ®a9 - - PUBLIC LAND SURVEY OFFICE CAUTION: 8 1111 WASHINGTON STREET S.E. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH These plans are approved for conformance with the City of o P.O. BOX 47060 OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE Auburn's Engineering Division requirements. PROPOSED ASPHALT GRINDING UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. R OLYMPIA, WASHINGTON 98504-7060 _ TO ACHIEVE 2" MIN. OVERLAY ALL OF THE IEXISTING CU ILITESUATILOCATIIONS OF1NEW OUTILITY CROSSINGS TO P-424-5555 AND THEN HYSICALLY CV 0 0 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE E 0 a o DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. Approved By.• Z r = c PROPOSED CONCRETE a a AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN r u, r APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTAION SHALL ALSO BE THE CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH Date Approved. =; 2 L/0'q ° U RESPONSIBILITY OF THE CONTRACTOR. CONSTRUCTION. OSDI817 Mu « . ��� GRADING AND STORM DRAINAGE PLAN Z 1. % ' ;e ,� II fG, ,I�� u Z a II ��,� - g l Sp r LX. C3 :;, 7 11,,.fir F �> ,, :.G« -1.1'...-VII� �, �, ' b � Iy I _ NES ASPHALTOVEFIAY I'll 0 „ : _ W ;1 I ��11 , I - 2" AVERAGE DEPTH ,'111 I _ _ I III I I o9 /�' •`0_ ILII I - �� p I�I I �� 5°� w w r v 5' I __ 1 Of Z Z 1" = 20� I C1,ISI I i �1��� 0 ': rn �' o T : -- __. .. _. N / Z v Q O cQ _ 1 AW I. I G 0 10 20 40 N ; .W .-IT t i 1. I gp9. I w CONTRACTOR SHALL GRIND EXISTING �Q MATCH EX. (GRADES ALONG _ � 9 I 1 �� I� I'll o o E' �, ASPHALT TO MAINATAIN'A MINIMUM 2 0�': EDGE OF ASPHALT OVERLAY 52 5 i INEW EXTRUDED 05 1 III " o EX[ ,T, 001 11 ASPHALT OVERLAY (APPROVIMATELY 10) I. NEW TRAM . ° , h �' E �r :r _ tiat CURB II v a v L - - - . . _,__ r i- 5 5 44 1. 85.9E PER�DETAIL SHT. C4 I{ AWTM PATCH Of M ir Q W -- EH r'b tT" I 7. 85.06 ; MATCH EX. I. --- _ c�`� `1�� w o w 85.6E 86.25 86.14 85 8 ,I 5 TION a LL 0- 0 ��1 RIM = H , �� - -MATC44....E),4; 15 � �_ - 0L 8 5 S 5 I I � 0 0 0 �." co q t 61 N � ���� ;, It _-- --:_---_- --- -- --- 17.75 _ -� _`a » II =°� U M 77 -- --- � 86.0± 86. 1± _'__-----• ---- ------W__-__ 40 LF 12" D.I. i 6:2 III �5.3f _ p ------- --- 85.3± 58T31' 4"W I � W ^r`6 MATCH EX. MATCH EX. CB #1 85 6� 0 LF i2" D.I. y ;;;;;.; °I► �p� +�, : I REMOVE EXISTING CONCRETE J MATCH EX. MATCH EX. 19 0 0.25% 0 0.25% y I xl `b ;:;.�• •.•.• :i i:i:: `ii p MATCH EX, m m m Z ��• ::::::.:; DRIVEWAY TO N EST JOINT. Y le Y a g-._-. ._.- 1 . 50 0 11"W 99,72 i = � ::::i i i I II CONSTRUCT N 19' WIDE 0 0 0 4 EX. RETAINING i ii55iiii ° CONCRETE DRIV AY. REPLACE m TN. III 5 CO Q WALL TO REMAIN _.. -- - 0 II s _._., .. _(: :� d... ? __ _;__ 0 JT ASH _.,_ __, , : NECESSARYSTO MATCH EXISTING. _ L 1 R1 �i e Z T T . ����� ° . .....:.:.:.:.:.:...:.:.:. . .:.:.:.:.:.•.•.•. . Lr) x I I ED r CCV €iF�itRE. . Pll. . I 0 'gi ' m I � s .�6'•iiiiii�ii:'•iiiiiiiiiiiiiiiii;: : .8 .O� w � VI `x 'rtii€i€i 6 I € II NEW D :�'>�OR: p�tA : Q II. EXTF�IibE Y [4[ I 1 W x 44.LE. 32 . D.3,. c . ..., :.''�:';::',.,. .•• .• .:i:i:i:i:: . .'".; :�:•:•:•:•:•:•:•:.:,:•:•:•:•:•:•:•: :•:•:•:•:•:•:•:•:•: :•:•:•:•:•• .,.,.,�.: ......... ... .. . . . 1 CONCRETE CURB €; .,: . . . .,:•:•:•:•:• ::...• .•. . . o - , 2•.............•... .•.•.•.'.•.•.•....... .....n•:•:•:•:•: : 85.9 . . . . . :•:•: : :•:•:• : : : : ;.• ,. .,. .:::::::::: •::::i:: i :•.'? '. ..,. :.:. .• .•:•:•: �:•073�.......•.... ... .r• ... . .. .•.•.•. >.•.•. . . ::i'n" ::is, 85.5E c 0 . . . •'''':•:•:•:'.•.•.•.•.•. . AIL SHT. C4 �. . i:F 0 PER DET . . . . . . . . . . . . . . .,.,.,.,.,., .' t . . . . . . . . . . . . t . . . . . . . . MATCH IX. . . .•.•.•.•I:.•.• '......... . . . . . . . . . . . . II In I. Q . . . . €.......... . q . . . . . . . . . . . . . . .•.'.' 7 :f, I 't .. . . . . . . . . . . . . . . . . . . . . . . - c0 Iln II € 0 M •.::•gi:i:i:i:,:i::: i:;:;:'::,,•::: ::::•::::: :::::::::::::::::::::::::::::::::::::::.. ° :•: . :.;.; '. :.. : : :.,.,. ... Z h 87.0 : €.:, E::::: : e 0' 0' II -- : ,•.•. L � � 9 < III z � 1 I 1 ;''', 7 , iiiiiiiiiiii ' ' ' ' ' _ 86.25 86.23 3 86.23 8 . ° 2 5 II 1. . s,, --- 86: II r,;;l ::::::::::::: �� p M ( I B6 7 - - NEW CONCRETE WHEELSTOP "°. M :.;. O II III I : ::::::::: :i:i:i:i ::::::::: ::::::::::i i I.,, 86.85 ' c'<::' ::°i::'i•: i;.;6 (TYP.) I NEW NC. SDEWALIS I • ' • ' • • • • ' •.•.• • • • d INSTALL 4" PERFORATED FOOTING DRAIN. IT 'I I .B 7S :�i:i i iii€i €iyi€ i iiii€ i i€i� 7 i 87.2 ii::: .::`•.:.:•:: :::`•:i::i:::::i yap .. is r•: WILL BE INSTALLED FLAT AROUND THE PERIMETER h j.1 1 .: :.:.::::: :::::.:. .:::::::: .:.:.::::::::::::: ;:;:;:;:i ........... ;:;:i:i:i:i:i:i : p;; 86.9 CONTRACTOR SHALL GRIND EXISTING 11` .; : : : : : ; ; , •:;:I:::::: ::::::::::::::::::::::::: ::::::: : : : : I :a OF THE BASEMENT. A 2" PIPE WILL BE INSTALLED:• •:•:•:•:• •:•:•:•: ;iii i'•iiiii::•:•:•:•:' •:•:':•:.:.:.:.:.:.:.:.:: :'•'•'•':':': •': 1:ii ASPHALT TO MAINATAIN A MINIMUM 2 II ;.;. �:..:•:• •:•: :•:I•:•:•: :.:.:.: :.: : : :•:•: °j.''�:'i:, i:::::: :::-,.i::: :; 6 AT EACH BUILDING CORNER TO ALLOW FOR ; N•i .' 0� ASPHALT OVERLAY (APPROXIMATELY 10') EVAPORATION AND FOR MONITORING. 1 ,I II NEW CONCRETE :4?a :, II r:.: :i:iiii`i ii i€i i i i'i€i i i i i€i iiii'i iii iiiiiii :iiii :i:ii'`: . . . . . . :::::iiii iii., ., . . :: WHt�LSTOP •f :1 .: d (TYP.) I :;:;�:::::::::::::::: :::::i:i:;:i:i:i:::i:i:i:, isi:::::i:i::::ai � . :i:a::::::::i:i:i:;:::i• :• {. . x 1g, II NEW ASPHALT x 1. . . . . .,. . :i:i:i:i: (TYP.) :•:::.:::::::::::::::::::: N 6. II > ,.;E€:€ i i€i i i;i :.. ......... ::::i:iii:i:i:i: II .,. I NEW ASPHALT OVERLAY PAVEMENT �:I:i '; Ir II :;:;:::;:; ,::::::::::::::::::::::::::.:. g 6 O PER DETAIL SHT. C4 rz r L....• .'•.•.L•.•.•.•.•.•: . . . . . . :i:i:iiii 'd 2" AVERAGE DEPTH FF=86.58 - - - 11 • ; C :€,.,.,., ._.<:x. ; �ti I CONCRETE PATCH FOR �11I II I Q t .::.:.:.:.:.: ::::::::::::::::::::::::::€'€ xgt .:.:i:::::::s . I : ., �® I' IRRICBATION SLEEVE (TYf J (TO REMAIN) . , II _J , . � �0 1 1 II Z O NOTE :€ ; l NEW CONCRETE WHEELSTOP I I'I II i l t i..,...,. ..•...•. .•.•..... ...•.•.•.;.;� . :r - ° '; (TYP.) II Z � Q 0 AFTER INSTALLATION OF STORM SYSTEM AND GRINDING NEW ASPHALT OVERLAY G i : �I T:: 27 LF 12" ADS i ` 11I OF EXISTING PAVEMENT CONTRACTOR SHALL INSTALL DEPTH t ; ; ;�i:`•i :;:':;i E:; NEW CONC. S®EWALK \, II Q 2 AVERAGE DEP : iE 87'•5 87.5 j t • � N-12 0 0.37% 11 FINAL LIFT OF PAVEMENT OVER ENTIRE SITE TO CREATE e ' ' �: : : ii: i NEW ASPHALT '•• FLUSH W/ASPHALT P CONTRACTOR SHALL GRIND EXISTING ` I I i W A UNIFORM SURFACE. M t,.i ;:;.,' i - --- T PAVEMENT :I � :: a� 1 6�$--_ ASPHALT TO MAINATAIN A MINIMUM 2 . ! I I cCw ::::::::: i:::iii iii::i:i�: ;.. . . ..:::: LL ASPHALT OVERLAY (APPROXIMATELY 10') II < I Z W 1`1t '�:i:i: :ra r.:: } t M :'r PER DETAIL SHT. C4 [ C::: � Q r .: :::::::::.::i:::.: :.:.:.:.: :.:.:.:.. : : f i $$Oi 3;:: TYP. Il I Q F. . . . ..: 86.6 6' ( ) 86.4 ' 6 i W :;:;:�• :iiiiji iiii'i€ iiii€i .:•:! a•: `�.n° f :€:I;i;i:i:i iiiiiiiii i:`:::::::::::I::::: :::::::: I i " '6 86.5 86.6 86.5 86.5 66.6 II O W -_r-- 62::I . .�E' •: B . 86.5 m r ` ` ... ... a :. �b II /� NOTE: F ,:; : :.:.:.Eii:i: ©:2496 . �0 6 , w .... .........:.::I : i €..4.. : : ii: I I : ::::::::•: .•.•. . . . . , :: :-: ,...• . .,_• V •;T. .,.,.,.,. .::::::: ::::::::: ............. .... :.E•: :•:•:•. •• a? �8 i , M . . . ? is i' '' :::. : :;I . '' kiii 'i 'iii":: : iiii. 6 REMOVE ISTING CONCR E CATCH BASINS LOCATED IN D STREET SHALL :•:•:•: :.:.:.:.:.:.:.:.:. .:.:.:.:.:.:.:.:.:.:. (TO REMAIN) THE .,.,.,. ..•.•.•. .•.•.:::: ::::::::. a ET :.,.,.I.:.. :. ........... :: :.: `� :::::.:.. :. . . O �aC _ ,� 3E . . . . . 't DRIVEWAY 0 NEAREST JOINT. RN WHEN INSTALLING THESE STORM RUNS. : : :•:•:•:•: :.:.:.:. .:.:.:.:. .:.:.:.:.......... .:•:•••:•:•.•.•.•:•.•.•. . FF 87.50 86.49 DOVE 'n 31., Y . Y: 6 .r I :. :;:. . iii:67,3:•:•a CONST RU•--1 . : . .•--:�-: . . . I RU NEW ....... . . . . . . ....................... . ... . . . . . ... . .... ,.,. . . ......... .ri,. ,-.• . .,.,.,.,.,. . .. .•.:�-: . . fr . a .• 18' WIDE m h :E:::.:::::::::::::.:::::.:. :•� . . . . . . . . . . MATCH' .•:::•:•:•:•:•.•.•. •:•i :::8 .5::i:i:;:;.;. ; . ,.,., •...•.'. .•.•.•.•......... :•. . . F . {. ,. . .,. . ,.•.•.•. •r•:•:•. :•: 1: 1.•'•::' ': i': : : i , R. S: co ...............:.:.:.....:.. .i 1Z•f!• 11.,. . L1 • I,L . .. CONCRETE DRIVEWAY. REPLACE C") n•.•.•,•.•.:.•.•.:.• .•.• •.•.'., : ::i` •.•. .•:•. ,.,.,.,.,• L,•,. • a%::::3 .•.k ..... . . . . . .:' :::;::: :.'::::31:'. : :k• .. ...:::: ::':......... .::• :.:.:. :::::::;:: CONCRETE SIDEWALK AS NECESSARY .:.:.:.:.:.:.:.:.............'. .•.•. mss.,.,.,. : .• �;.;.;.:., ^ 9-: ;.;.:.;,... • d •.•.•.•. :•:• •. . . . E.:.: ;.:. .�- :. •:•:•:•: :•:•:•:•:• gN°;:.•.:.:.;.;.::: TO MATCH XISTING. NOTE: �. ' .::t : :: : ..o . . a . .; .,. . ::.'.:.:.• ,;.;i ,`. 0 iiiiiii . , .:.il f . $6.G: , ; �M.; 'i .:.•.•.•.;.:.•.•. .•.:.•.•.•.• .,;. . . ' t--:-iii.,.,• II .'' :•N�32.:®•:1,0+A.,.E:;:;:;:;:;:i:...•.•.•.•:::•:•: , I d 4�$'. .tl,. / �- 1:: F::1 ... ::i:iiii55iiiiiiiii:i:i i:i:i ' ` SHOULD HAVE A RISER STORMPIPE TO ;39:TF : E2:;!SD� . .:. . . . . . . . • • • • • • . . . . . . . . . ...... _.__ o :,I :•:•:•: ' : 4k:3:f :1:2*;:' �.i i . ..: ,:;:,2:;RDS; ::i:EQ .. E,.,., ,.,AL)Z);: , :;:;: .,.,.,... . . . . . . . of v CB 8 ,.,:,:, .. 7. .•.I 12.®.x.84 . �. 0 4ro! r? BAFFLE AS ................. :.:.:.:.:.:.:.:.:.:..:.:.:.:.:.::::::: 7 :i .•:! 1 fl.3 4 ' _ ELEVATION 84.7 WITH NO NOTCH OR BA . . . .,.,.::I x. . . . . . . . 4_ 4 _ _> 2 -- -- -_- , ti SHOWN ON C.O.A. STD DETAIL STORM-01. •.•:•:•.•:•:•: : . :•a :i:i:'''•i:' :i:i:i::`•:`•. •'•! 87:2 __ II 8 : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .•.•:• . 1 MA 'H E . . . . . . . . . . . . . . . . . . . 3 . . . . . . . . . . . . . . •'.' :: i o `, - f .7 p 5 r. g d f 67.5 X., _ :rn : @ .•. LL :•�. : b . . .:...:.;.. ,:b. ...... .,,:. r. , _ t - 3::: J LL ...: �.� 8& •:::::::: : 66,7. . :: 3 = r : a M 6:6 N 4 o 0 '''ice .� `'''t �, ,,, r :, . I ''' ; ., 1 g _: __ w _ TO BE ELOCATED v 67.0± 88.8 x 162. i6 v 1 5 - 8 00' _ N p 4 .96 xg _ 49.96' MATCH EX. 8 6' �!; 'S0 R-1 183' v a o 0 - -- -- _ d = o _._.. II N z a is p d N00'02 1c1 E d ., 381.87 es. ° 8fa 6 d 6 Y L_2 1- _ °n \ 0 5 o d _: , 6__,-: ., ` °__ ,1 a ,N , 1; s 'b D-T 39 43: 0 - > o _ -- l ... ._,..... _ , - _ 3 s. a ._ �. - - _ a ...... ....- >L.xt ...... __ ----- .`_. ____...� _ :_ ..... ___.---._ __._._.1�1 ..... .--�,...__` _____ -a. .. ...__..___ „_- ._._.,, ,mss,..._._... ..�.__„ `�.q =.. ._:.-:..- - 'a0 1 - bg o'' .,., _a <g'" o ° NEW . �ro -° ° 8 Std EOR DRAIN TO c ° ;'MATC L UDED NEIN CONI WFIEEL&TO(4 a6 0. >I ' ° =c« ° MATCH EX ° DISCk�RGL° TO CB (BY ° d HEX a ° CONCRETE CURB) D �7 111E S.E. 11. _. 1 Q STORM DI�IN°TO ° ° II Y " N ° az.. 8 : OTHERS) IN D STREET SE ° PER RETAIL SHT. C4 ° ° p ,, c a v ^ 05 Q 0o BE�RELOCATED) DISCHARGE TO CB Q q 1� II 9 0 - - d 17 ° 12" AAS N-12 0 1.24% c ° ° 86.96E d ASPHALT PATG°H FOR OTHERS) IN D STRE d e 12F®�0. % ° ° ° d- a 1\ 1 I I } J .;;, I C i m VUT of <_, I 87.03± d ° rth: _ _ y, v_,s• _ I__. , : .....:. _ ° 1._ AM ° ,, MATCH EX. IRRKKdAATION SLEEVE .) `:E ± °'S5 _ ° _ ,g _. - °` - a« hI ° 9 1Y /T t 1 11 ° r a o 11 , _ ......L' '._. ._ W __ -__ -. V _ -_ 4 a v l c Y - -e .:. _ ..... o g MATCH X. 6 ° 4:. 511 I I tS < 0 6 ....... L....... . . _ � _- a 6_ µr .,,., ', _ .. _t... ..__ t 10_ ._ 0 .... ° 'P°`" 1g �� 0 0 d ° ° 6 2• d d e al 0 0 I t E� ° .. -_ _.c,.__ ., ,6 ®"......o..- ..° _ o _ %.r� , 0'0 11" 4. 6�L_ --- - - ------ ° �-Ids ,� �b� a �� . I .{ -- -- -- - -- - x , a I I ..h . -a . w xr l ). ) ''I ^'i� (�,+w " T B '.' -W " - 6 6' ib6.06 a '~ '.>_ - I w 24`�F 2 DI ® 0 37% I 14 LF 12" DI 0 2.14% ii;i.: .•: . . . .i.:?.:i . . .. . . . T I 1 - MAT1Ii:Eit, 1 86.55 \ '\ a� �,1, .. 73 : :•. � 0 o' I I �j - __r_ 66.8 y ,� G 4 67 b ' �� o NEW ASPHALT OVERLAY ( �I _�.... r'I11 " " :.:: :. .: z I^; " � 0° E:.X �6d� w o 4 AVERAGE DEPTH : :. ., Tb;:BE R�MOVEO I H$a7 `' ' r ILL F z > v _- I MAI W 0 �.._ _: .,,.. .: FIN r NEW ;. r- . . 0 �' ua ASPHALT OVERLAY :ii: a:iF05. S EE ! 2" AVERAGE DEPTH Lf c.:i, .... I 4���F � z FPvJ z Af O vwi cn LS 6 1<<;G I k (L J o CATCH BASIN TABLE � �>: €:::..::::::::: 67.6 Y- cj_ w 0 N., , IE 4 " CMP � h � -- � e,l y Ea 0' = 0 5 I o Z >X� 0 z N NEW CB 41, TYPE 1 NEW CB 47, TYPE 2-60" NEW CB 412, TYPE 1 NEW CB 419, TYPE 1 67 5 1 gg : `I �"1 t "4I'"' i' f1 w U_ g � W/STANDARD GRATE W/SOLID LOCKING LID W/STANDARD GRATE W/STANDARD GRATE € i.:.:.: :-;- ::1:•:•:•i ''I �` I -' 0' NEW ASPHALT `� M CV [V 0 RIM=85.5 RIM=86.65 RIM=85.63 RIM=85.91 ? � PAVE1dENT S C/5672� ¢ N Z= o0 IE=84.0 IE=80.50 IE=82.10 IE=81.80 i , I mm� �� _� in PER DETAIL SHT. C4 STE �G\��� z M t0 00 w ZZ � .. .•....: . 873 ' . NEW CB # TYPE 1 NEW CB 118, TYPE 2-60" NEW CB 413 TYPE 1 NEW CB 420, TYPE 1 "� i is.:" S��NAL E� r- w r• _. -.r-.�--- I I w N h I" z m iiiii :::;::. Ix' RISER ACCESS N W/STANDARD GRATE CONTROL STRUCTURE W/STANDARD GRATE W/STANDARD GRATE ; : X` "'; Q �� �� EXPIRES 9 23 05 to t� c7 Z_ o W SOLID LOCKING LID 4� VV D L0 CN CN Z RIM=87.00 / RIM=85.69 RIM=85.98 r ''' ' ' 4 7 PER C.O.A. STD. E=82.00 E=81.90 i'3 IE 83 eco rawCertification - i l xQ , - R rd D ing w w DETAIL STORM-01 :. ....'.:. .,....,•.•.•: , NOTEI Y 0 V NEW CB 13, TYPE 1 A=sos (INLET) NEW CB TYPE 1 NEW CB 421, TYPE 1 0 . - ' 0' r' x MAXIMUM PREDICTED GROUNDWATER o W/STANDARD GRATE B=81.5 OUTLET) W/STANDARD GRATE W/STANDARD GRATE . . 2-80 LF 48" CMP J ELEVATION =74.0± RIM=86.20 C=86.7 RIM) RIM=86.08 RIM=87.00<"' +{ Cs°1" ALUMNQED STEEL ', j' J f�^, 1 These drawings conform to the Confmctor's construction records D IE=83.96 D=84.7 TOP OF RISER) IE=81.90 IE 83.00 X:,: '. ) � I `'N Nv - E=79.5 - ORIFICE W=0.35" NEW ASPHALT 1 -- - .2 o DETENTION PIPES f % V S NEW CB 44 TYPE t F=77.5 (FLOOR) NEW CB 415, TYPE 1 NEW CB 422 TYPE 1 PAVEMENT F" 1t € /{ 1N wx _� F Dote s�\ W/STANDARD GRATE G=(NO NOTCH, NO BAFFLE) W/STANDARD GRATE W/STANDARD GRATE PER DETAIL SHT. C4 I } - ti NEW EXTRUDED ,• Title/Position � RIM=86.50 ELEV=84.0 - ORIFICE 0=2.0" RIM=86.70 RIM=87.00 i�; _ - - �� CONCRETE CURB 1 ' `• " . 0 0 a IE=83.30 IE=81.80 IE=82.60 i ti ' I 68'0 87.0 lit PER DETAIL SHT. C4 ;_11 �,,` i' `x' Confirmed by Clty: Date W NEW CB 10, TYPE 2-60 �� - . � a �! 1 W �_ - I. __.. -8 "� IE 48" CMP I NEW CB W TYPE 1 NEW CB 176, TYPE 2-48 NEW CB 423, TYPE 2-60 a Il_ 1-, '� - � STORMWATER MANAGEMENT W/ SOLID LOCKING LID W/STANDARD GRATE W/SOLID LOCKING LID NEW EXTRUDED spy M - 80.5 ONE-CARTRIDGE STEEL UNIT RIM=86.8 RIM=86.9 RIM=86.6 " CONCRETE CURB I' 8.7 r - - I- '__ 9 # PRDJECT REF.• - �6► OSS o E=80.5 TEN 03 0043 CATCH BASIN PER DETAIL IE=81.65 IE-83.0 (12 IN) I 1• 86.4 <.• • _ N n^ x: :- 8 @ C PER DETAIL SHT. C4 �e v "' SHEET C5 IE= 80.5 (36" OUT) 86.5 u" CB 47 k" These loos are o ved for conformance with the Cit of N __ NEW CB 410 TYPE I i 86.76 �� ' ;" P PPro Y o RIM=85.67 - X �' -- " ^r x «„ `'y 0 `L C . I r1�1 Aubum's Engineering Division requirements. o O EIM83.25 E/82.30ARD GRATE ��R�GT�1fTPEE 1 �T� �o�0 T `4 7 � ... T G- 1-6- 9:9� -- ------6� V. h r � '' f• ., .� � a CV I = - / 0 1:E 1 0 9 RIM-85.95 h' a F NEW CB 46, TYPE 1 IE-81.55 0 9 9 86.65 b �1 tI E W/SOLID LOCKING LID NEW CB 411 TYPE I 86.4 86.5 86.72 86.7 Approved By: �/ t J Z O t o 0 "t� RIM=86.00 NEW CB 178, TYPE 1 6 �6 50 5 10 LF 12" DI 0 0.0%_______ W/STANDARD GRATE . �. - - -------- ------ x-' 9 ------ - 6' ur CV E=83.55 (12" NW) W/STANDARD GRATE 'E0 �`0 V� - - ------ � Date Approved. 19 w I ; U a RIM=85.65 RIM=86.08 IE=82.2 IE=81.70 OSD/017 SANITARY SEWER AND WATER PLAN z y1 j, z .................... z - i IE=81.52 (NEW B" S) J r. e 69 LF; 8" SS ® 0.70% RIM=86.0 TYPE 2-54 x [I ,;� o `o z 1 - 20' i I IE=74.70 (6" SIN) �� h ,? 0 10 20 40 o _ IE=82.00 (8" N OUT) l xl;i �� I r m a , E BOTTOM EL=70.2 ?t o I, i' I z u�t SANITARY SEWER LIFT 11� STATION WITH DUPLEX _ _ .(a HYDROMATIC i o ��, � 1 _ I r.°= 1 HPGX200T GRINDER E 1 z CO t _ . - R DET t _n = a a a t V. I: a : I� . „i T $00'02_1_t_"M!_ 1411' __ - - .-- CD ... S�Q Ig - - 17.75 I -- - �__- - !� --- I �, u`''i u``'i (n W ---^---.._.._--------'--- ----- _.. � - - P' WEP. l V �r .,.Ml z T �. P31.. '11"VV 9.72 3 z m mIm 49. 6 4�6' S00'02 9 I m - -'- - -_ --- --- - xa o TRASH 0. - _ ..... _.....- __.... �_ - _ - a '' x x z - ca c� co Q v I ------- --- ------ - ------ - z (r W t b � I II C C Cr �i r Ci " T w m m z T' m t Y Z 7 Y a c SDR S ® D 31 6 5 S % ' 3 W �- I• Itt, � ,.Yc Gra t tixi - — 1� '�' W - I -r $I ,: ' I S 7 A O O +�+ CCID h �+ " ��- ao 4 i ' p o Q n .r o e ° ° 49.9b' _ ---- ,- � NEW SSCO i_ (PER tIP If`:� r 77 t --., - ) j _ T le) 1' ---- -.: --_ i �..,.., IE-75.34 IE=75.51 6 3 PER C.O.A. STD. DTL. SEWER-02 8 LF 8" SDR-35 SS ® „Q� o I L + SEE MECHANICAL DWGS 1 �' FOR BUILDING CONNECTION Q r q 3 k I I l CH POLICE GATE SHALL BE PROVIDED WITH RAPID ACCESS KEY SWITCH. 3 CONTACT FIRE DEPARTMENT FOR ,} APPLICATION FORM. - - - - - - - - - - - - - - - - - - - - - - - - - I Z I - ; � r� V N a Q I I L75 _j...I a N 2 � I a , i tt r ®I 1 ZI N r I I � � LCL �I T. a zaQw kid”` rt, ,. '`^T.•r \ A l.f",. ;;..�It. � I r . I I I z � � : .r :, :. _ . � ,. .r � .. � � m m Vii; A " ,;r EACH POLICE GATE SHALL BE PROVIDED W D O J a Fl ° WITH RAPID ACCESS KEY SWITCH. �ry .J •,*' P' Pvt r . 3 (— — I 4" W ` ? W M ^i TO RE N) iia :' w, CONTACT FIRE DEPARTMENT FOR W rz NEW. 3" WATER SERVICE LINE APPLICATION FORM. Q m _....^N•'- — ,«--- —m — ,-...:w«»,n + .,.•n-n_—._..�. _ _ _ _ ... 'x .....,,d. a• ..' - xI ."a7tE 1 ____ ------- EACH _ A L I NEW fl per-- - _ Aux _ _, --------- I I o EACH PONCE GATE SHALL BE PR VIDE I t I WITH RAPID ACCESS KEY SWITCH. ! (TO REMAIN -4" TE, (ALL F ) NEW 1-INCH ;r i i °� t 1 ----- J I 7 IR GAT10N ETER' 1 t CONTACT FIRE DEPARTMENT FOR 2 4 GAT VALVE MJ) �� R APPLICATION FORM. I�I ,T; TO REMAIN.(, 49.96' �. �\ �r • r.- 9 49.96' 19 8 r 162. R=18. 0 ;, --- -- _ _ NQQ'Q2 E ° 381.67 c p V° o ° —22 6 I r2 : NW' � o � EX- p '' ,% 0=7239'43"/ 5 0 ° ..: ___.. ......... <. _.....nz.—.. : )r.. :::: r _._.__ .._�.r._, ::_:: J a _—_. .,.. —a�L .......__ _. .... _. c _.._.. z -.. .. . .,_...____u..:,....� .:' ,_._ ,.f. aP N , - , c (TO REMAIN) �: r•l rn c �� WATT VAULT z > t p N89'5T49"Wp I T D T ;[ _ R 1.00 p ( S °' LRJ_ ° 3 ..e ATO BE°RELOCATED) _ ° ���EX--���4ppp%W p - j _° x x m Ri 'o a p� © 2 a4" CONDUIT PVC SDR-26 n p E� S.E. p ° p �' 1 T o a a 1 [ F �p — — _ p W v v a TO REMAIN �d � : 1 ° °_ — VM$ —p —W — �— — ° w W — — —W — — W — — — Vk:..^T — °— W — -' — — > — r. .� 'x; p— _ _ _ _ _ _ ° �I o n _ ° W .........._ t-r .. ppp n Ii li�,z., a � v v, r`,^ u •, i. 011..' QEI r t£ r � d D �i � `° p x - vx o c l ai I . k pl 'f 77 I s :I , F.: Ll ` T�;`,� .i ) r.C::7 :< _^ F3�''�i 3;. S, ',�.., 1✓� ;.a ° ,."�•� I 15 " ' i� r v r.�'- L:' 2(,;'`ej ,1 i ( t 3 C e• I Dg En ., . . r ) 1 t I I , S t_(IIN � --n i8" P011 w C9 U - s _ ... - rL J1- Z � �E. � t p i t i 213`54 �� KwA M 11 1 I o }} i �C'� ,[ a x oz Z o 672 p �2 Q Of N o00 - 0 o 1 FIRE SPRINKLER NOTE: '- + Z - M wr o ' ..` ss /STE rn CD oro � z " x" NA F0� Z w w SPRINKLER SYSTEMS SHALL MEET THE FOLLOWING REQUIREMENTS: ~ r, AL N Q I I z 1 EXPIRES 9 23 05 �' N N z z A. FIRE LINE TO BE SIZED BY FIRE PROTECTION ENGINEER. tM. I s A ,A *aha I � �, w . : f LD " { B. BACKFLOW PROTECTION IS REQUIRED ON FIRE SPRINKLER LINES. Record Drawing Certification � LID ' wing Ce ' 'cation 000 w i K C. A SEPARATE DETAILED PIAN OF THE UNDERGROUND FIRE SPRINKLER /^+ l I I a SHALL BE APPROVED BY THE FIRE MARSHALL AND INSTALLED BE A C ' w "° ` M _, 7hese drawings conform to the Contractors construction records. .3,V WASHINGTON STATE CERTIFIED LEVEL "U' CONTRACTOR IN ACCORDANCE � � € "� ".- WITH WAD 212-80-010. A POST INDICATOR VALVE WILL BE INSTALLED i I S ON THE SPRINKLER LINE TO ISOLATE THE SYSTEM FROM THE CITY'S i ` 11 3 t3y Dote 6� WATER SYSTEM WHEN REQUIRED FOR REPAIR. w Title/Position 2 N E i Confirmed by City: Date z i a"x ill r gI•, �� r i ,�'�. § i w 00 ' PROJECT REF c.� c r^* , TEN 03-0043 11 _ - These plans are approved for conformance with the City of o ----- a Auburn __ s Engineering Division requirements. - - 49.97' -SCUU2`f 1"W - 49.97 ' v cm - ------------ -- ------- - ------ -- - ` s - - o ,. ' E ----- - - - - . , Approved By: � 1-----�. _ Z � _ d o r rn . Date Approved- o 9f 26���r OCD /6/7 CONSTRUCTION NOTES AND DETAILS , i� k I: apyeM +Ru�M : 3" COMPACTED DEPTH 1 (� CLASS 'B' A.C. PAVEMENT Z 4" COMPACTED DEPTH CRUSHED ROCK BASE COURSE 3�( 2" ELECTRICAL /// A\ 2 MW Uj "B" HUB O C W >00 . SUMP DIA. "A" / \ tl 36" 3 7 / ° ' � � � � j Z I,m o /j/ O o G G O C) 00 000 0 0° O O G,,'o ,,.. ,r� i, -x n 42" 6 10 // - �} Z 00000 O O o 00 CO 00 - x a:.., Uj •C`I 2 G 48" 9 13 / \ m ° 11 7" o • 0 C0 SST EXTENSION HANDLE -, o 54 THERMOPLASTIC UPPER RAIL • 0 a v REQUIRED FOR DISCHARGE JUNCTION BOX BRACE DEPTHS EXCEEDING 2'-0" FROM \ �'' '_ �/ 7 cc W W Q V- 12" SUBGRADE COMPACTED TO 95� 36• MIN. DIA TOP OF BASIN \ ° 0- a Q SPLIT SUMP SST EXTENSION BRACE REQUIRED �\ o 0 o Z (f) COVER SST SUPPORT RIM EL=86.0 FOR USE WITH EXTENSION HANDLE 45 .\ �( u) v) Ld Z V TYPICAL PAVING SECTION a^ � 10" STD. ' 10" STD. m NOT TO SCALE 14• STD. 0 7 0 s U po Z ' W ® Y 2 m o ry=e IAT ; BRASS _ m STAINLESS STEEL FLOAT CAT VALVE _ p BRACKET, SHOWN ROTATED — 3 o U g" 6" MIN 45' OUT OF TRUE POSITION 1" 7" 1" 3/4• GUIDE �� RAILS INLET \ \ o u> o GROMMET �� 0 2• STAINLESS STEEL �/ \ o INTERMEDIATE GUIDE RAIL BRACE �J DISCHARGE HUB 10-1 REQUIRED FOR TANK DEPTHS // 1 \ /2 EXCEEDING 12'-0" ALARM LEVEL OPTI NAL 5'-0" MIN. 0 °-1 `� 1�: / • EL=74.6 EL-74.2 � 1-1/4• PVC BALL CHE K �� 3-1/2 VAVLE w/CLEANOUT I �X�V\�iVXXLVxxV� DISCHARGES �� 0 -1/2 I ASPHALT PIPING PVC UNION \� °� / / I 10-1 2 PUMP EL=73.2 EXTRUDED CONCRETE CURB DETAIL ON 4'-0• STD. 0 � 2 % 1-1/4• \� / � (� Z NOT To SCALE REDUCER \ / (V Q 3' REQUIRED J N LIMPS OFF _ o — o A" M 1 1/2" TO 4' COMPACTED DEPTH 12-1/16 .B" �, W W CLASS B' A.C. PAVEMENT LL a EL-70.2 USED WITH 1-1/4" DISCHARGE 2 HP. GRINDER PUMPS O W Q O 6 d Q' 4, 41 a 4 Q 1 M S4 z OC O Z 0 m Him O J EXISTING PAVEMENT SECTION Q m O TYPICAL OVERLAY PAVING SECTION SANITARY SEWER LIFT STATION DETAIL T��DETAIL IS BASED ON INFORMATION PROVIDED BY HYDROMATIC PUMPS. NOT TO SCALE NOT TO SCALE ` .am,�^.. — Z '" �.•s. n O N x �' N a U •L tl ,yyt 9� r N o I ss)F • a � 4 • ,xi �„ QP�� d J LLJ p� Q n N N p a' N 00 5 72 �O 4� Z — o „. . r N �S�CNAL Z CO ao z LLJ EXPIRES N N z z &s.., j w Record Drawing Certification 000 w � S U V) m` v O these drawings conform to the Contractor's construction records. By Date Title/Position J y o Cy o Confirmed by City: Dote w i U rn PROJECT REF: TEN 03-0043NyJ"\r c Co Cz co These plans are approved for conformance with the City of Auburn's Engineering Division requirements. '^ E wow lioile,0 WOW - N Approved By - Z L o c (n , Dote Approved: � ZL` ,`'� 0 v Q 05')1817 -Igo CONSTRUCTION NOTES AND DETAILS - 11 = ;' Z 12" 0 OUTLET STUB cQ (SEE NOTE 5) 6 a SQUARE INLET GRATE - REINFORCING BARS RECTANGULAR C COVERS / (SEE NOTE 6) ACCESS COVER ACC 2 2 6" / Z WEIR WALL OVERLAP 10 J O 4° -r GENERAL NOTES o Z (TYP) IS 0 - "E""WATER E "E""`"AIF"sT"aTs"E"E 1.) STORMFILTER BY STORMWATER MANAGEMENT INC., PORTLAND, OREGON 800/548-4667. LU Q � Z / / A ������EZ 2'-4" 2.) FILTERS TO BE SIPHON-ACTUATED AND SELF-CLEANING. v 57MwArtw M STORM Arm INSIDE RIM 3.) STEEL STRUCTURE TO BE MANUFACTURED OF Ya' STEEL PLATE. Z � Z Q Y " G E M E 4.) STORMFILTER REQUIRES 3.3' OF DROP FROM RIM TO OUTLET. INLET (IF APPLICABLE) AND g Q LIJ m 0 - 18- 667 0 -SLB-4667 OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR, 5.) CBSF EQUIPPED WITH 4" LONG STUBS FOR INLET (IF APPLICABLE) AND OUTLET PIPING. IW' W STANDARD OUTLET STUB IS 12" IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE Z Q W MADE USING FLEXIBLE COUPLING BY CONTRACTOR. a Q_ 2'-4" 2'-4" 4' 6.) FOR H-20 LOAD RATING, CONCRETE COLLAR IS REQUIRED. CONCRETE COLLAR WITH w w w co LINSIDE RIM INSIDE RIM INSIDE RIM N En N SCUM BAFFLE'-/ QUANTITY 2 EJ Z Z INLET STUB (OPTIONAL) 8 -g� - 7. A S RMFI)T#4 REINFORCING BARS TO BE PROVIDED BY THE CONTRACTOR. � � � O U (SEE NOTE 5) OUTSIDE RIM ) ALL TO L ERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND F J MAINTENANCE GUIDELINES FOR DETAILS. Y Y Y a 3-CART. CATCHBASIN - PLAN VIEW �1� 3-CART. CATCHBASIN - TOP VIEW �� 8.) STANDARD DETAIL SHOWS MAXIMUM NUMBER OF CARTRIDGES. EXACT NUMBER REQUIRED o 0 0 $ ? D SCALE: N.T.S. SCALE: N.T.S. 2 TO BE SPECIFIED ON SITE PLANS. Z Nem m Z Y 2 � � SQUARE ACCESS RECTANGULAR 3-CARTRIDGE DEEP CATCHBASIN INLET GRATE 4" 0 OPENING LIFTING EYE o v ' COVER f ACCESS COVER � (TYP OF 4) � � � 0 STORMFILTER DATA1 ., a Co 00 6 R, L - DESIGN WATER QUALITY FLOW RATE cfs 0.07 CFS PERMANENT 1'-5 1/4" PEAK FLOW RATE cfs 0.25 CFS °O `H Z0 CONCRETE 4" 0 OPENING POOL RETURN PERIOD OF PEAK FLOW (yrs) 100 YR COLLAR ELEVATION (SEE NOTE 6) 2' CARTRIDGE CARTRIDGES RATE U(15DGPM STD) 15 GPM MEDIA TYPE CSF LEAF // g^ 3'-3 5/8" CARTRIDGE ;% 4'-9° RIM ELEVATION 83.25 SUPPORT CHECK: RIM - IE-OUT = 3.3' E. DIAMETER j i STORMFILTER 5.. i INLET STUB 83.25 12" CARTRIDGE OUTLET STUB 83.25 12" (TYP) INLET STUB " CIRCLE CONFIGURATION: 1' 11 1/2" V_9" (OPTIONAL) 12 0 OUTLET STUB OUTLET OUTLET UNDERDRAIN (SEE NOTE 5) MANIFOLD 2' /2'-8" V-18" 2 INSIDE INSIDE INSIDE INSIDE �� -'� ' Z 2I 0 OUTLET �� ❑ �❑❑ ® N Q 8'_5" I PIPE FROM � T - OUTSIDE UNDERDRAIN � 2 -0 1/2" az J .L CLEANOUT, _12" 0 OUTLET PIPE OUTSIDE INLET INLET Q op OL ACCESS PLUG (SEE NOTE 5) -J NOTES/SPECIAL REQUIREMENTS: J 3-CART. CATCHBASIN - SECTION VIEW A-A 3-CART. CATCHBASIN - SECTION VIEW f� 3-CART. CATCHBASIN - SECTION VIEW f TOP COVER NEEDS TO SLOPE TO MATCH PAVEMENT GRADES. Z Q SEE PLAN. SCALE: N.T.S. 1 SCALE: N.T.S. 1 SCALE: N.T.S. 1 LL THE STORMWATER MANAGEMENT THE STORMWATER MANAGEMENT THE STORMWATER MANAGEMENT Z Q 2 W StormFilter 0 StormFilter 0 StormFilter U.S. PATENT No, 5,322,629, U.S. PATENT No. 5,322,629, U.S. PATENT No. 5,322,629, O No. 5,707,527, No. 6,027,639, No. 5,707,527, No. 6,027,639, No. 5,707,527, No. 6,027,639, No. 5,624,576, AND OTHER C.S. No. 5,624,576, AND OTHER U.S. No. 5,624,576, AND OTHER U.S. AND FOREIGN PATENTS PENDING AND FOREIGN PATENTS PENDING AND FOREIGN PATENTS PENDING Z ® J Q SHEET DATE BY REVISION SHEET DATE BY REVISION SHEET DATE BY REVISION DEEP STEEL CATCHBASIN STORMFILTER22Z2DEEP STEEL CATCHBASIN STORMFILTER IXXXDEEP STEEL CATCHBASIN STORMFILTER 1131- PLAN AND SECTION VIEW 2/3 TOP AND SECTION VIEW 3/3 NOTES AND DATA BLOCK _ m CV) �j Z _ STANDARD DRAWING - 3-CARTRIDGE UNIT STANDARD DRAWING - 3-CARTRIDGE UNIT STANDARD DRAWING - 3-CARTRIDGE UNIT Q m DATE: PROJECT NO.: DRAWING FILE NAME: �A�A�����* I��• ® DATE: PROJECT NO.: DRAWING FILE NAME: �AIA�f/IMT1/!. ® DATE: PROJECT NO.: DRAWING FILE NAME; ■A/I�f �11�• ❑DESIGNED BY: JHL DRAWN BY: JHR 1 13 04 XXXX CBSF-3-SD.DWG (800)548-4667 DESIGNED BY: JHS DRAWN BY: JHR 1 T 04 XXXX CBSF-3-SD.DWG (SOOJ 548-4667 DESIGNED BY: JUL_ DRAWN BY: SHR 1 13 04 XXXX CBSF-3-SD.DWG (800)548-4667 L O STEEL CATCH BASIN STORMFILTER D. Filter Media: Filter media shall be by Stormwater Management or 2.2 STEEL CATCH BASIN COMPONENTS SPECIFICATIONS approved alternate. Filter media shall consist of one or more of the E. Contractor shall compact backfill to 95% of maximum density or as Z Z following, as specified in the StormFilter data block: A. Steel Catch Basin: Catch basin shall be all welded steel construction, otherwise specified by engineer. 6 c o ® a R 3D PE/PET fabricated from 1/4-inch steel, coated inside and out with asphaltic paint, 0 0 X � N PART 1 GENERAL 1 . Perlite Media: Perlite media shall be made of natural siliceous volcanic and rated for 20,000 Ib loadin 9• F. Catch basin outlet shall be connected to downstream (and upstream, if �' `0 > 1.1 SECTION INCLUDES rock free of any debris or foreign matter. The expanded perlite shall have applicable) piping using a flexible-type coupling. _ a bulk density ranging from 6.5 to 8.5 Ib/ft3 and particle sizes ranging B. Catch Basin Grate: Grating shall be ductile iron construction and rated from 0.06 to 0.50 inches. for 20,000 Ib loading. G. Concrete perimeter slab shall be constructed 1 foot wide and 6 inches Catch Basin StormFilter P 2. CSF Leaf Media: CSF Leaf media shall be made exclusively of fallen C. Catch Basin Solid Lid: Solid lid shall be diamond-plate construction think. Slab shall include two #4 rebar hoops with minimum 6-inch overlap o a o 1.2 RELATED SECTIONS at closure. Allow 2-inch vertical spacing between hoops and minimum I deciduous leaves with less than 5% by dry weight of woody or green yard with 2-inch angle support, all sides coated with asphaltic paint, and rated o o debris materials. Filter media shall be granular and shall contain less than for 20,000 Ib loading. 2-inch clearance from concrete surfaces. C Y N Section [ ]: 0.5% foreign material such as glass or plastic contaminants. Media shall be m 3 ® a dry at the time of installation. 2.3 CONTRACTOR-PROVIDED COMPONENTS 3.2 FILTER CARTRIDGE a o $ o 1.3 SUBMITTALS N Catch Basin StormFilter shall be provided complete with cartridge(s) and The CSF Leaf media shall have a bulk density ranging from 40 to 50 A. Concrete: Shall be 3000 psi, 28 day strength, 3/4-inch round rock, A. Stormwater Management to submit shop drawing to contractor for Ib/ft3 and particle sizes ranging from 0.05 to 0.50 inches. Maximum level 4-inch slump maximum, placed within 90 minutes of initial mixing, or as cartridge media installed. x approval. of dust for filter media shall be defined as: media passing through a US otherwise specified in the general technical specifications. 3.3 CLEANUP B. Stormwater Management to submit Operation and Maintenance Manual to Standard Sieve #4 shall have no more than 10% (by mass of dry media) contractor if requested. passing a US Standard Sieve #45. B. Rebar: Shall meet ASTM A-615M Grade 420 (60 ksi) or as otherwise A. The project site shall be clean and free of dirt and debris before runoff specified in the general technical specifications. is allowed to enter the filter. Site work shall be in a complete condition as Ln PART 2 PRODUCTS 3. Zeolite Media: Zeolite media shall be made of naturally occurring approved by the engineer. The project site includes any surface that z 0 clinoptilolite, which has a geological structure of potassium-calcium-sodium C. Sub-Base: Shall be 6-inch minimurn of 3/4-inch minus rock or as contributes storm drainage to the system. B z 2.1 INTERNAL COMPONENTS aluminosilicate. otherwise specified in the general technical specifications. ��� F H i(� O UJ o B. The inlet/outlet chamber and filter chamber(s) shall be free of p@ �� 7 a _J A. All internal components including PVC piping, filter cartridge(s) and filter The zeolite media shall have a bulk density ranging from 44 to 50 Ib/ft3, D. Backfill: Shall be 3/4-inch minus rock or as otherwise specified in the construction debris and sediment before the system is placed in operation. o � x o o media (as specified in the StormFilter data block) shall be provided by particle sizes ranging from 0.125 to 0.25 inches, and a cation exchange general technical specifications. ` Z < w o Stormwater Management Inc., 2035 NE Columbia Blvd., Portland, OR 97211 capacity ranging from 1 .0 to 2.2 meq/g. C. Contractor shall remove the 4-inch temporary construction plug(s) ���' LL3 N z PART 3 EXECUTION between the inlet chamber and filter chambers to lace the system in q 5672 a CD N� N N (800/548-4667). 4. Iron-Infused Media: Iron-infused media shall be made from phenolic operation. ( ) P y FCiSiER`��0� o 00 N � Z > o B. PVC Piping: All internal PVC piping and fittings shall meet ASTM D1785. resin mixed with iron particles and polymerized to form open cellular foam. 3.1 STEEL CATCH BASIN S)DNq L E�� N rn co 0l U! UJ Z N The stock materials must be free of debris with the iron particles being LLJ D. The 4-inch cleanout plug in the overflow weir wall shall remain in place Q r� �C �"1 C. Filter Cartridge: non-reactive and non-greased. A. Catch basin floor shall be set level and plumb. for proper operation of the system. '\G [,Y z � N EXPIRES 9 23 OS LO �' N N z z p 1. Cartridge bottom pan, inner ring, and hood shall be constructed from The iron-infused media shall have a bulk density ranging from 20 to 30 B. Contractor shall prevent sediment and debris from entering the filter N Z Ln L > linear low-density polyethylene. Cartridge screen shall consist of galvanized Ib/ft3 and particles sizes ranging from 0.0 to 0.5 inches. unit during construction. END OF SECTION Record Drawing Certification oo w 1" x 1/2" welded wire fabric (16 gauge minimum) with a bonded PVCY vv U coating. Internal parts shall consist of PVC or ABS pipe and fittings. 5. Pleated Fabric Insert: Pleated fabric insert shall be constructed with a C. Contractor shall compact sub-base to 95% of maximum density or as o Siphon-priming float shall be constructed from linear low-density minimum of 75 sq-ft of fabric placed between two aluminum end caps otherwise specified by engineer, Unsuitable material below sub-grade shall polyethylene. Outer filter fabric shall be 10 x 8.5 clear fiberglass mesh. with neoprene gaskets. The overall dimensions of the insert shall be 16.0" be replaced as directed by engineer. These drawings conform to the Contractors construction records. N / r6� Inner filter fabric shall be 10 x 8.5 clear fiberglass mesh over Enkamat O.D. x 11.5', I.D. x 18.25 fabric shall meet the following tall. The a g Date 7210 or woven polyethylene with a US Standard Sieve #20 opening size. All specifications: 140 pleats measuring 2.125' x 18.25"; 100 D. If necessary, the inlet chamber may be filled with clean water to assist a in preventing flotation during construction until the structure is backfilled Title/Position (/�'� Z N miscellaneous screws, nuts, and fasteners shall be aluminum or stainless bicomponent fiber; thickness of 19 mils; Mullen Burst of 96 psi; and and the concrete collar is poured. R L7 0 steel. Coulter Parameter of 70 micron. Confirmed by CIII Date �`, w 2. An orifice plate shall be supplied with each cartridge to restrict flow * rate to 15 gpm maximum. " =/a 5/ S = c PROJECT REF. TEN 03-0043 br 5 These plans are approved for conformance with the City of o Auburn's Engineering Division requirements. i .:. N o Approved By. z Q o 0 Date Approved. ' r U v orbs/7 CIVIL SITE PLAN SITE DATA ZONE- C-2 GROSS FLOOR AREA PER DEV. 38000 SF PARKING REQUIRED- (1/300 SF ( / ) (126.67) 927 STALLS TO ILCREQUIRED- 95% ASTALLS PROVIDED 174 STALLS (-) POLICE ® 38= 136 r i - -- SECURE POLICE VEHICLES- 44 (DESIRED) N o `o 1" a 20� \ , u� 1���/� ( \ i PROVIDED- 38 � w w > Z Z_ L "f/ i j O EXIST. �l PARKING COUNT- z w : W Q 0 10 20 40 ` ✓�i �� BUILDING It HANDICAPPED- 5 (INCL. 1 VAN) ` a ov Z Q PROVIDED- 5 INCL. 1 VAN (2 UNIVERSAL) g m RIGHT TURN 0.3' COMPACT STALLS- 61 ONLY SIGN o �y -- �. t (NOTE: PUBLIC PARKING LOCATED DUE NORTH, ON MAIN ST. E.) '� a Vco SWO2 11:"W 1 510... o Q---------------------------�- -, ----,- S8T31'34"W IVBr 1' 3� i --- - --- -T -- = --- >-__ LANDSCAPE: ¢ oej Z Q 0.1 _ r o z gg 17.75 t o w NEr W 12.14' 19' 24 _ __ 9-- -1ST _ w• 2` _-_-.__ 16' 34 17.8' ti A A REQUIRED- 5% (4490 SF) o 5' STREET FRONTAGE ® PARKING o o m __ _ C C C C C C C ;C \ C PROVIDED- a'+ (AVG.) U) En 1.5' '11 149,88' 800'02°11"W 90.72 9 " 60a �[ALLS\, � \ BUILDINGS LOT AREA: 71794 SF = 3590 SF LANDSCAPE (7105 PROVIDED) w � � w J � (r; O.H. - - > SATELLITE LOTS AREA: 17989 SF = 900 SF 2,ANDSCAPE (1302 PROVIDED) a of of a ONE WAY! I SITE AREA: 89783 SF DO NOT TENTER m Vie' m m m o C� C C �y C TRASH ° - ------------ -- -- __ ___ - ---____ A_ ____ _________ o I, I TOTAL LANDSCAPE PROVIDED- ,T, (8407 SF) Y x Zc ----- -- UNIVERSAL C. STALLS ® c v C �` 4 u! �+ ONE WAY / --------------------------- WHE€E-SI• -! _ ��3 �. 2 = 19' X T (VAN ACCESS) NOTES: 1.5 ° C �� DO N07 ENTER \, o n �A STRIPED FOR 8' & VAN BAYS. 1. COMPACT STALLS TO BF PAINTED PER ACC 18.52.090 (B.4). ' Y - 7 C C C C \ ` 45 ALLS \ iv ' 2. THE TWO OFF-SITE ? ARKING LOTS REQUIRE OFF-SITE PARK!N�l` \ G' O.H. WHEEL STOP C C O C C HEEL STbP \ 7 \\ / / rn C w /' \ ,• j ENCUMBRANCE AGREEMENT. (APPROVED PRIOR TO PERMIT i SUANCE) m m i m C O C C � - � \\ \ C` �� \ � _ _ 3. CITY WILL PROVIDE SIGNS FOR PROJECT o v o 0 POLICE VEHICLES T � \ \ V \\ n Q rn s' o C c� _ - C c ':tea 00 Z n ONLY n m o a ado ° ° 5 I 1.1 : .._..., 49.9&........ ..... u� m n o POLI E JUTE 1 5' VNEW 5 MIN. ADA STANDARD SIGN M Z L - M O.H. CONC. WALK ADA STANDARD SIGN VAN ACCESSIBLE SIGN & 9' rn1 V� UNIVERSAL SYMBOL FOR DISABLED TYP. 13 C . 24' PARKING, TYPICAL 1 it -- 2' ® � �V I ' NI Q.H. U I n� _ _ _ - _ _ — ° �P• EEL STOP EXISTING �------ BUILDING Q FF=86.58 ;p I V (0 Z N PAV'G 4 I cm w .J Z r i ' I00 NEW PAV'G. o �. CO `.J �) 6 � II ; '� a w r I I EXISTING I co 24'F � �I I 2' �, M � q1z:t BUILDING ¢ iLL 6 FF=87.50 �r „ N w w z -� --- -- -- - - - - m ------ 8.72'± W Z P � Z i 24' SURVEYED 54' OD o Z V BLDG. CORNER 15 / e l r J WHE -! / / �i �� POLICE VEHI LES m RELOCATE EXIST. 9` �t P i i I <� NEW PAV'G. ONLYTYRCO), POLICE-V€HICCE ----------------------- s> -� u CEDAR FENCE �8, % + I �� __-__- FOR WATER LINE Z cu I ( r 10.72'; -� oo nk — WHEEL STOP j _-_\ �__ �NONr-STAN[?ARp PARKING ----- pl NEW PAVG. Q m O __-_-_ ____ ___ __. _ _ --_--- --- -- --- _._____ a POLI E GATE CE GA FOR WATER NE I U NEW IAY'G. / 600 ANGLE (BACK-IN) 25.3° 'd FOR"WALTER LINE 9,33' WIDE STALL X 53-6'. DOUBLE'.ROW PARKING BAY r_ r r 0.20' (i =6 > ri A rV =-=��; _�_ 14 S.E. PROP. COR. r 0o POLIC GATE l✓ / _ co n 90 b R=18.00' N00'0211 E 381.87 D=72'39'43' PARKING PARALLEL & 2' ADA STANDARD SIGN OLICE VEHICLES v o _ o PERP. TO EAST & WEST BOUNDARIES O.H. AND UNIVERSAL PARKING NLY 3.5' 4' HIGH SECURITY FENCE ct N89'57 49"W u $ D STREET S.E. ONE WAY TYP. WEST OF D-STREET SYMBOL FOR DISABLED 1. Rrw,` `Ji o r PARKING, TYPICAL +DO NOT ENTER 5' AVG. FRONTAGE LANDSCAPE II19.65 24.03' 22.03' 114.09' 19.15' x m o N __ m - � � � p N N00 02 1 49.9 p 0 '4 - -- _- _ --- -- L/S -- -- = L/S T L/S r L/S . . o o o _ wr 12 (3 n i3 / u, n� L ;, 30' 30 ° � C C 8'x16' \ I o 1 D C L/S �`n ��` \ 6" POST EXTENSION W/ INT. EXT. � � ."' �' E ✓� POSTS 8'-0" O.C. SIDE SIDE \ --�:St CLEAR --� ( 9X19' U� ^� > 1" CHAMFERED TOP & (MATCHED EXPOSURES) O FOR FENCE C ALLS �� /` 1/2" (HxD) DADO SURROUND va C \ ( ) I NEW PAV G. / � y = U 11 ✓/ �J > POST PLUMB — K A( = z 2x4 CEDAR CAP RAIL; NAIL TO RAILS z - 6' CEDAR FENCE C o 1 > �� �� —FLUSH 1x4 CEDAR RAILS PAIRED AT EA. (�,� P �1�� WA O z N `o ? I- ✓� l/ �n WITH GRADE EXPOSURE; 1) 6d EA. SIDE, EA. PICKET -U1 STATE OF F N v 9'x19>, �+ cav I C �` ✓ U✓/ RAILS TOENAILED W/ 2) 8d EA. WASHINGTON Q LSI x a REGISTERED STALLS -`' I I WHITE .SID L/S �' 1x4 CEDAR PICKETS ROUGH Z LL: z w o 8.3'x16 J �� _ LANDSCAPE ARCHITECT num C+ ✓,,,..» -y � LINE SIDE SAWN WITH 1/4" AIRSPACE w N g o nl STALLS o 2) EQUALLY TRIMMED FILLER ? 672 p �� Q N N 0 CN 00 N _ `� `� !7}�¢ C N PICKETS ABUTTING POSTS H. BRUCE McCRORY rs/pN STEFN�\�� Z 00 N r- w z V J MI ' - __ (V DE ONLY WTH SIGNATURE) AL Q Z W N r 4x6 GROUND CONTACT PRES. TRD. ` N I I w o C FIR POST ® 8'-0" SPACING-24" \ I �-y EXPIRES 9/23/05 ^ Ln 0 Z \ -} C / R MIN. DIRECT BURIAL WITH CONC. N a �/ L0 N N z o - BACKFILL. EXPOSE 6" FACE. y F w NEW PAVG. I- U Ln J a G PICKETS AND RAILS g 00 L.I I � � � L/S v o Record Drawing Certification N Z N N � E - C �1 vu U fn i - �.— z 14° 19 1 M TO CLEAR GRADES BY 3" TO 4") 1�, 16' 22' 16 2' OH 2) 1x6 CEDAR RAILS TOENAILED 0.51' ' 24 - — W 2 8d EA. c� Diese drawings conform to the Contractor's construction records. 00 40 I?-OHI } 2' OH I C � C $: FINAL GRADE `r BY Date d 0 �l C I C 1.5 OH -_ — -__...._. ——— TtlelPosition �� o -� - EXPOSE POST BASE TO _ _ Confirmed by Clty: Date ♦ w NATIVE SOIL. NO FIELD CUT °� o z y ' T ^ } C I '4 C 8'x16' ENDS TO BE BURIED. z t� _ NOTE: N a� m ry i L/S T 49 � L/S -n 49,97' L/S 49.97'rZL L/S ®TREAT FENCE W/ PENETRATING OILED ® 1x6 PICKET OPTION:/ ROJECT REF. ��o3- eoy3 STAIN UPON COMPLETION. WEATHER PROVIDE 3/8" TO 1/2" ab 500'02'11'W 49 1 19.54' 24.--- 35.02' 22.03' 20.09' 13.18' 0.02' COLOR TINT, OR PER OWNER. AIR SPACE. ® ALL FASTENERS TO BE FACTORY TREATED END OF POST IN GROUND. These plans are approved for conformance with The City of o 16' Auburn's Engineering Division requirements. - GALV. STEEL. COAT TOP W/ 25-YEAR SEALANT. E.= LEFT ONLY E.= LEFT ONLY + n N o 6 H. 4x6 POST 4-RAIL WOOD FENCE DETAIL �.,, ; ® m o Approved By: z r o W.=ONE WAY SCALE: 1:1 PROPORTIONAL ?y fo r a' tp Date Approved. + o 0 P V �; ....... ...... . ... ... ..... 10 C _ � LANDSCAPE PLANTING PLAN ' '� '` . .. ... LANDSCAPE DATA AREAS: SITE AREA LANDSCAPE0 ........... _ AH ,,,. MAIN- 72247 ............ ....... ......... ..........................................................-2.0'05 SEATING ca SATELLITE SOUTH- 5990 1151 -19% > ------------------------ -- ---- -- ----- SATELLITE NORTH 5979 1148 -19% : C0 I. ....... .. z El . 1 11 TOTAL SITE AREA- 84216 SF 8965 SF < 4) ---------- 5% OF SITE AREA v. C C C C C-2 ZONE LANDSCAPE REQUIREMENT- 0 _j 0 F PROVIDED- 10.6% EL 300'02'1 `W 8' �0'0 2' W 99, 1 20SF > 0 0 VINCA ------ LANDSCAPE: Z . , N8 PERIMETER0 4 ARCTOS E. MAIN ST. - 5' TYPE III AND PEDESTRIAN AMENITIES 0 12 BE M 725 j 4 C 1-4 C ----- - - .. ...... ..... "D" STREET- 5' TYPE III LANDSCAPE H(,j)d L_­­ -­____ I ---­ I SALAL , �6 U INTERIOR BOUNDARIES __MMWE4MzVW_ I M"��_ z JTRASH jj� , -------- \1 2" BERM NONE C C SALAL .......... Cd !3 t NOTE, PARKING LOT LANDSCAPE IS NOT REQUIRED IN THIS DISTRICT, PER CITY C : C � C 0 C c N PLANNING DEPARTMENT, IF TOTAL LANDSCAPE IS 5% OR GREATER. FINAL SITE 517SF C C _j VINCA _..-__.._.... \ DESIGN REFLECTS CITY INPUT. 0- 0 E 16S b EXIST. TREE C VINCA ....... ....... ....... . ....... ....... 613 - 83 SF a- EXIST. WALL 5O ' FRONTAGE E!W Cd IVI < \�283SF 0 . .. .. .. .. .. .. ... . TYPE Ill LANDSC PE 0 .......... Z ALAL ARP C _j M M I it M .21:3SF C LEGEND/FURNISHINGS EXISTING TREE TO REMAIN 0 F - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- ARCTOS z LANDSCAPE GRADES ru AWN"*@ 3:1 SLOPE, TYPICAL; 1-FOOT CONTOUR ABOVE CURB POLICE A.k` T:0 VEHICLES 2 BENCHES 0 TO MATCH EXISTING WEST OF AUBURN WAY z?i It 6_3 H ; 2 BICYCLE RACKS- tri 781SF t MATING: 7, 7�­ ............................ - -- - - - - - - -I- - - - - - - Cq 0 Uj VINCA C4 00 ARCTOS\: EXIST. 6' CEDAR FENCE 351SF is0 "COLIC E VEHICLES _j 46, z z a: 0 OUTDOOR I a ­ ----------- v, B 4 -------- ... ...... .. 7r 7-,-----_ LUNCH/SEATING ... ...... LL WWM0MM=,_ 12" ..... .... ..... .2 W N LL BLACK FINISH, CHAINLINK FENCE W1 994 C I 1x,�, ­....­KLL L 7 36" WEB, CLEAR,OF GRADE; OFFSET Z W FROMNCA 1 ,,CbR B (STAGGERED)i 0 12. 0 W E DETAI"-�.SHT L2. VINCA SE o. sEATING Z U 9 a: 0 o —I V ...• .. ... .. ... .. 11 i . I' M N _j NOC;"02'114 'F ............ I lt39'4:3` Z . ......... y. ...........N ............ 0 0 uJ 51 A, VG. FRONTAGE TYPE Ill LANDSCAPE:, 6 FRONTAGE TYPE Ill LANDSCAPE N 4 ............... EVER6REEk To . ...... ............ ---------- d. ................................. ..... .................... ............................................. .......... .............R. ............... .. .......... .. . ..............N MELT 25% FRONTAGE b: T _T; 0 PARKING TREES D STREET S.E. fi W L\ L 7 ----------- 0 ......................... ...................................... U_ fl ....... 174SF r 102 jel 7 1 S�FA TAI_ --- L----------------I------- ----------- ---------- REIM J PLANTING SCHEDULE 8/9/04 REVISION 5/ 04 R ­iUN - SIZE 8 1 7�X( SPACING QUA�,Ty SYMBOL NAME CONDITION SPA REMARKS fi 0 .2 TREES: J. ri 1 0 > 8' HT. AS SHOWN 6 18 MULTI-STEM, 3 - 5 TRUNKS. H ACER CIRCINATUM 6' ll VINE MAPLE B&B C ION ........... 0 V? CRYPTOMERIA JAPONICA 'ELEGANS' 7'-8' HT. AS SHOWN 8 7 STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, 6-FOOT STANDARD C C 68SF JAPANESE PLUME CEDAR B & B PYRUS CALLERYANA 'GLENS FORM'/ 1.75" CAL. 30' (NP.) 18 25 STAKE & GUY ONE GROWING SEASON; NURSERY STREET TREE USE, 6-FOOT STANDARD C CHANTICLEER PEAR B & B GROWN FOR S . ............ ROBINIA PSEUDOACACIA 'FRISIA'/ 2" CAL. AS SHOWN 4 5 STAKE, GUY ONE GROWING SEASON; 6-FOOT STANDARD (D � t I I �'1, 1 1 1 LOW, THEN MINIMAL IRRIGATION AFTER FIRST SEASON C FRISIA LOCUST B&B/CONT. 0 ...... N I + SORBUS AMERICANA 'DWARFCROWN'/ 2w CAL. AS SHOWN 6 12 STAKE & GUY ONE GROWING SEASON; NURSERY x RED CASCADE MOUNTAIN ASH B & B GROWN FOR STREET TREE USE, 6-FOOT STANDARD C --I,- 'I I N . . 8SF STIEWARTIA PSEUDOCAMELLIA/ 2" CAL. AS SHOWN 5 5 STAKE BF GUY ONE GROWING SEASON; NURSERY 8 C GROWN FOR STREET TREE USE, 6-FOOT STANDARD C JAPANESE STEWARTIA B & B W C6 STYRAX OBASSIA/ 1.75' CAL. AS SHOWN 8 6 STAKE & GUY ONE GROWING SEASON; NURSERY C Ld C FRAGRANT SNOWBELL B & B GROWN FOR STREET TREE USE, 6-FOOT STANDARD (5 L) SHRUBS STATE OF IT z: 'A 'd� WASHINGTON Uj C N \N, C BERBERS GLADWYNENSIS 'WM. PENN'/ 18" - 21" 30" 0 141 141 REGISTERED V) ............. ......... i, I KN WILLIAM PENN BARBERRY CONTAINER ARCHITECT LLJ CL TLANDSCAPE SF BUXUS MICRO. KOREANA/ 4' 30" 15 15 HOLD 2' FROM BORDERS x C C 0 Z Lj .......... 0 -4 1 , I � i KOREAN BOXWOOD B&B/CONT. Z HYDRANGEA MACROPHYLLA 'NIKKO'/ 18" -24" 4' 30 31 H. BRUCE McCRORY r�) c1q -0 1j. CERTIFICATE NO. 504 CD C4 00 0 O� ...... V\1 GARDEN HYDRANGEA (VALID ONLY WTH SIGNATURE) 00 04 r� 5; C F CONTAINER 01) co 00 Ir M 777 N jz W Lj C HEMEROCALLIS HYB. 'STELLA D' ORO'/ 1 GALLON 18" 163 205 HOLD 2' FROM BORDERS C14 YELLOW DAYLILY 1_17 C5 cy N CNOz W 0 C NANDINA DOMESTICA 'MOONBAY', OR 18" - 24" 3' -4' 30 34 HOLD 3' FROM BORDERS Lo U-) 'GULF STREAM' (CITY)/ CONTAINER 04 z: > 4� SALAL Record Drawing Certification LLJ N CN [if 00 ::3 L ''Y HEAVENLY BAMBOO 0 V) PHOTINIA FRASERI/ 18" - 24" 4' 23 51 FRASERS PHOTINIA I..... 215SF PRUNUS LAUROCERASUS 'OTTO LUYKEN'/ 18" -24 3' 61 43 HOLD 3' FROM BORDERS These drawings conform to the Contractor's construction records. U .......... OTTO LUYKEN LAUREL B&B ONLY BY Date T ROOT BALL 1" - 2" ABOVE SOIL LINE; GROUP IN RHODODENDRON: B&B/CONT. SET Title/Position LANDSCAPE NOTES 'BLUE DIAMOND' 24" 4' 20 19 MATCHED VARIETIES. 'MRS. FURNIVAL' 24" 4' 17 18 "11, z Confirmed by City. Date LU LANDSCAPE PLANTERS TO BE CUT-OUT FROM EXISTING PAVING, AND NEWLY CREATED PAVING IN SATELLITE LOTS. REMOVE PAVING SUBBASE, EXCAVATE SOIL FOR NET 18" 0 SARCOCOCCA RUSCIFOLIA/ 15" - 18" 24" 26 26 HOLD 2' FROM BORDERS AND OTHER SPECIES f%W DEPTH OF AMENDED PLANTING SOIL USING ON-SITE & IMPORTED SOILS/ORGANIC AMENDMENTS. SEE DETAIL AND NOTES, SHEET L-2. (2-GAL. MIN.) PROJECT REF: 7 i4_4 PLANT SCHEDULE IDENTIFIES MINIMUM CANOPY SIZE FOR SHRUBS. SIZES EXCEDE VIBURNUM PINUS 'SPRING BOUQUET'/ 21" -24" 24" 30' 82 103 0 CO CITY CODE. ANSI STANDARDS DO NOT CORRESPOND TO CODE STANDARDS, IE. "GALLONS". GROUND COVER: iff 20' 77 VINCA MINOR/ 4" POT 18" COVER COVER HOLD 12" TO 15" FROM BORDERS AND OTHER This plan sheet conforms with the C' 0" A Is Planning SHRUBS AND TREES. Department minimum 7e ih ' DWARF PERIWINKLE 0 10 20 40 rndscape re en 7. ARCTOSTAPHYLOS UVA URSI 1 GALLON 30' AVG. COVER COVER HOLD 12" TO 15" FROM BORDERS AND OTHER SPECIES cm KINNIKINNICK 4" POT 18" AVG. ALT. COVER SAME Approved E En GAULTHERIA SHALLON/ 6" - 8- 24" AVG. COVER COVER HOLD 15" FROM BORDERS AND OTHER PLANTS Date Approved. 0 SALAL 1 GALLON 001817 2" COMPACTED DEPTH OF HOLD PLANTS FROM MULCH; 3" LOOSE (MINIMUM) Planting Notes and Materials 1/OOE OF STAKES: AS Planting PLANT LIST ` Q TOPSOIL AS SPECIFIED SCOPE OF WORK 1-1/2-INCH DIAMETER, NET, BY 8-FOOT DOUGLAS FIR (2 X 2 X 8') SPACING AS CALLED OUT FINISHED GRADE AT 3:1 FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH GUY MATERIAL: C ON PLAN/PLANT LIST C THE TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED PLANT 4 SLOPE (MAX), GRA (MIN) O MATERIALS, FERTILIZER, STAKING, MULCH, CLEAN-UP, DEBRIS REMOVAL, AND 90-DAY 1-INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8°' DIAMETER RUBBER. NO WIRE. _j i PREPARED SUBGRADE CIO MAINTENANCE. GROUND CONTACT WOOD: PRESSURE TREATED HEM/FIR TO SIX-TENTHS OF ONE POUND (0.6 LB.) RETENTION. 1" MAXMAX. (WITH E QUALIFICATIONS: BED LINE EDGE � HOLD PLANTS FROM COMPACTED MULCH) � ` LANDSCAPE CONTRACTOR SHALL BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK. 6°' SPECIFIED SIZE WITH 24°° #4 REBAR PER DETAIL. CURB/WALK EDGE TE PLANTER ? f AS NOTED ON PLANT LIST / o CONTRACTOR SHALL BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING / /\\/ T W V JURISDICTION. LAWN: L SEED OR COMMERCIAL SOD AS NOTED ON PLAN. SOD SHALL INCLUDE BLUEGRASS FOR BINDER. VSA// VAAVAAVAQ JOB CONDITIONS: SOD SHALL NOT HAVE MANMADE BINDER. NOTE: /// // i 3"-4" -Q o THIS SPACING APPLIES TO t IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY \\ DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND LAWN EDGING: SHRUB ROWER AND FORMAL C FINISHED GRADES ARE SUBJECT TO APPROVAL BY THE OWNER. 2x6 PLASTIC/WOOD COMPOSITE "DECKING" UNDER TRADE NAME OF "TREXX". MATERIAL TO BE SHRUB ROW PLACEMENT. �� = N ' i SIDEWALK I BENT UNDER HEAT TREATMENT. STAKE IN-PLACE USING 2x4 GROUND CONTACT WOOD AT Spacing Detail " (CURB SIMILAR) o j s s PROTECTION: 30" - 36" SPACING AND AT JOINTS. SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER SCALE: NONE Planter Section CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. AN IRRIGATION HERBICIDE: Ir /®� HERBICIDE IS NOT RECOMMENDED FOR THE FIRST YEAR AFTER INSTALLATION. ® U Y e SYSTEM IS TO BE INSTALLED. DO NOT PLANT UNTIL THE SYSTEM HAS BEEN TESTED AND E L APPROVED. HANDLE PLANTS WITH CARE - DO NOT DAMAGE OR BREAK ROOT SYSTEM, BARK, Q 0 Z FEATHER EXCESS SCALE: NONE 0 OR BRANCHES. REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK ANTI-DESICCANT: NOT IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO "WILT-PROOF," 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEMBER. SOIL UNDER MULCH THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. PLANT MATERIAL DELIVERED TO SITE NOTE: 1" MULCH AT CROW oLL a O. L ADDITIONAL COST. SEE PLANT LIST FOR .�` SHALL BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION. 1/2" ABOVE GRADE REPAIR OF EXISTING PLANTINGS: PLANT SPACING OVER EXCAVATE PARKING LOT PLANTERS TOPSOIL SETTLED a- DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD EXECUTION: 1" ABOVE GRADE TO LOOSEN COMPACTED SUBBASE (COMPACTED CONDITION) ¢ U ``� CIO GROWTH, RE-ESTABLISHING FINISHED GRADE AND RE-MULCHING TO SPECIFIED DEPTH. 2" MULCH (COMPACTED) OVER ALL AGRICULTURAL SOIL DEPTH L FINISHED GRADES: OF 3 FEET Q GUARANTEE: FINE GRADE AND REMOVE ROCKS AND FOREIGN OBJECTS OVER TWO INCHES (2") DIAMETER "� ,� Z C GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL FROM TOP THREE INCHES (3") OF PREPARED PLANTING BED. ALL FINISHED GRADES SHALL BE COARSE TRANSITION FROM TOPSOIL TO SUBSOIL 1-1 2" DRAIN AT LOW == m � ' ACCEPTANCE OF THE JOB BY OWNER. SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PLAN AND DETAILED. SITE POINT & 10 MAX SPACING 90-DAY MAINTENANCE CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS. „„ rvwe�nnnr��nn __. CONTRACTOR SHALL PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID _•_ S j TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 90 DAYS FOLLOWING COMPLETION TREES: PREPARE - BERM HEIGHT T TYP. CURB - Q OF PROJECT (ACCEPTANCE) OF FACILITY BY OWNER. WORK SHALL INCLUDE ARRANGE TREES ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND TYPICAL-NOTES: PLANT NG I -- MIN. OR AS NOTED �� MAINTENANCE AS DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE. STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES AND SUPPORTS TO STAND o REMOVE CONTAINER & WORK ROOTS BED7 — VERTICAL. TREES SHALL BE PLACED AS SHOWN ON THE PLANTING PLAN, LOCATED AS DETAILED FREE OF SOIL; SPREAD ROOTS INTO (' SOIL LINE: 3" IN AND AS CALLED OUT ON PLANT LIST. BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING EXCAVATION MULCH, FLUSH z MATERIALS- o BACKFILL TO BE SETTLED USING WATER ONLY IN TURF y WATER ONLY. NO MECHANICAL COMPACTION. PLANT MATERIALS: L�THAN SUBGRADE �/�VA�/ PLANT MATERIALS SHALL BE GRADE N0. 1, SIZED IN ACCORDANCE WITH (ANCA) AMERICAN SHRUBS: �M®AFTER MULCH) (PLANTED BORE MULCH STANDARDS FOR NURSERY STOCK (ANSI Z60.1-1996). PRUNE PLANTS RECEIVED FROM THE SPECIFIED FOR TREESREMOVE EXCESS GRAVEL 1 SECTION INSTALL SHRUBS AS . PAVING NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "B & B" INDICATES _ AND PAVING F jv % (DEPTH VARIES) BALLED AND BURLAPPED; "CONT." INDICATES CONTAINER; "BR" INDICATES BARE ROOT; "CA" G +" "' 12" MAX. LIP EXCCAVATEAVATEOVER:PITS TO A MINIMUM OF THREE INCHES (3") BELOW, AND TWICE THE ROOT BALL GrOUndCOVer Planting Detail _ INDICATES CALIPER AT 6" ABOVE SOIL LINE; "GAL' INDICATES GALLON. DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT _ Grading in Parking Lot Planters (Topsoil Prep.) A) SPECIFIED PLANT CANOPY SIZE OR CALIPER IS THE MINIMUM ACCEPTABLE PROPER GRADE, AS DETAILED. SCALE: NONE CONTAINER OR BALL SIZE ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED. • SCALE: NONE B) QUALITY: MULCH: PLANT MATERIAL SHALL COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE MULCH ALL GROUND COVER AREAS NOT COVERED BY TURF. MULCH MAY BE APPLIED PRIOR TO INSPECTION, PLANTS SHALL BE FULLY LIVE, SHALL BE VIGOROUS, WELL FORMED, WITH INSTALLATION OF GROUNDCOVER WHICH IS SMALLER THAN ONE GALLON CONTAINER SIZE. 1MAX. TOP OF CURBML JQ4 WELL DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS SHALL BE SOLID AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY AND UTILITY CLEARANCES: V TO TOP OF MULCH - ® N DESICCATION. FIELD ADJUST PLANT LOCATIONS FOR 8-FOOT SEPARATION OF TREES/SHRUBS AND 2-FOOT J N PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN DAMAGED; HAVE SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS. 3/4" CHAMFER AT ALL EXPOSED SLOPE TOP 1/4" 12" AND 24" PAVING SCORE .I Q 00 a- DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY, HAVE MULTIPLE M CURB CORNERS JOINT PATTERNS. 6" EDGE STRIP. O J LEADERS OR 'Y" CROTCHES LESS THAN 30 DEGREES IN TREES, OR DO NOT MEET SIZE PLANTING MAINTENANCE: MEDIUM BROOM FINISH IN FIELD °" 3 4" x 2" RUSTICATION Q OR ANSI STANDARDS SHALL BE REJECTED. CONTRACTOR SHALL MAINTAIN PLANTINGS THROUGH COMPLETED BARK MULCH - � � / AND TROWELLED EDGE STRIP Q PLANT MATERIAL SHALL BE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED INSTALLATION, AND UNTIL ACCEPTANCE OF LANDSCAPE INSTALLATION. PLANTING 2" MINIMUM it ^'" r STRIP AT EXPOSED FACES SPECIES/HYBRID. NURSERY SOURCES SHALL BE THOSE LOCATED NORTH OF THE 42ND MAINTENANCE SHALL INCLUDE WATERING, WEEDING, CULTIVATING, TIGHTENING AND REPAIRING COMPACTED DEPTH -1 = y - 4" N cc LL LATITUDE (CALIFORNIA/OREGON BORDER). OF TREE GUYS, RESETTING PLANTS TO PROPER GRADES OR POSITION, RE-ESTABLISHING SETTLED #4 REBAR: L W U_ C) SUBSTITUTION: GRADES; AND MOWING LAWNS WEEKLY AFTER TURF ESTABLISHMENT. HERBICIDE IS NOT G CONTINUOUS AT TOP & NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR VARIETY, WILL BE PERMITTED RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. INCLUDED IS BOTTOM; 18" O.C. VERTICAL II ,04" CONCRETE PAVING Z < Q UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO QUALIFIED PLANT REPLACEMENT OF DEAD PLANTS AND PLANTS SHOWING LOSS OF 40 PERCENT OR MORE OF BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED SHALL BE IN WRITING CANOPY. r� FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND Mulch at Curb SLOPE: 2% MIN., 10% N` Z m �•/ NEAREST VARIETY, AS APPROVED, SHALL BE FURNISHED. IRRIGATION MAINTENANCE: MAX. FROM WALL TO CURB/ -- 18" = O J Q THE IRRIGATION SYSTEM SHALL BE MAINTAINED INCLUDING ADJUSTMENTS FOR BALANCED SCALE: NONE WALK (- 3" FOR MULCH) SOIL PREPARATION: WATER DISTRIBUTION & PRECIPITATION. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT - BENCH WALL: SMOOTH ARCHITECTURAL m N _j F- MAY BE SPECIFIC TO THE SITE, OR TO CERTAIN PORTIONS OF THE SITE, AS NOTED ON THE SHALL BE REPLACED OR CORRECTED. PLANT AND IRRIGATION MAINTENANCE SHALL INCLUDE 1/2 ELASTOMERIC EXPANSION 12" FINISH. PAINT TO MATCH BUILDING = (+7 Z TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS PIAN. THE FOLLOWING: THOSE OPERATIONS NECESSARY TO THE PROPER GROWTH AND SURVIVAL OF ALL PLANT JOINT E.J. FOR ALL LANDSCAPE AREAS, UNLESS NOTED OTHERWISE ON THE PLAN. MATERIALS. CONTRACTOR SHALL PROVIDE THIS WORK IN ADDITION TO SPECIFIC 11 W ( BODY COLOR. WARRANTY/GUARANTEES. n11 " 7lw� m SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS: AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR SHALL OBTAIN "• AGRONOMIC SOILS TESTS FOR PLANTING AREAS, TURF AND SHRUB LANDSCAPE. A MINIMUM " BENCH WALL DETAIL ' OF ONE SAMPLE AND ONE PER EACH TWO ACRES OF LANDSCAPE AREA SHALL BE OBTAINED. IF ON-SITE TOPSOIL HAS BEEN STOCKPILED, A TEST SHALL BE COMPLETED FOR IT, ALSO. (2) 2x2 D.F. STAKES; TIE AT APPROX. 1/3 TO 12 HEIGHT L TESTS SHALL INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH WRITTEN RECOMMENDATIONS bF TREE WITH FLEXIBLE RUBBER TIE IN FIGURE IGHT � ° �ror ; r "I'"r A FOR SOIL AMENDMENT, FERTILIZER, CONDITIONERS, APPLICATION RATES, AND POST-CONSTRUC- PATTERN. STAKES AND TREE PLUMB TION MAINTENANCE PROGRAM. TESTS SHALL BE PERFORMED BY AN APPROVED SOIL TESTING 3' DEEP SAUCER FOR WATER LABORATORY WHICH SHALL BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR. F^ 3" MIN. DEPTH OF MULCH (BARK) RECOMMENDATIONS OF THE SOILS REPORT AND REQUIREMENTS OF THE GEOTECHNICAL REMOVE ALL TIES, WRAP & CONTAINERS. FREE ENGINEER SHALL TAKE PRECEDENCE OVER THE MINIMUMS NOTED, BELOW. PROVIDE CHANGE ' J PERIMETER ROOTS FROM NURSERY BALL ORDER FOR ADDITIONAL MATERIALS REQUIRED IN THE SOILS REPORT. 2 EXCAVATE TREE PIT AT A MIN. OF 4 TIMES ° o C-4 9 A) TOPSOIL DIA. OF ROOTBALL AT BALL CENTER, TAPERING PIT 1C�, GRADE TO FINISH GRADE AS A MINIMUM SUPPLY TOPSOIL CONSISTING OF LOAM SOIL WITH 5 TO 7 PERCENT PIT SPOILS, NURSERY BALL WASTE BACKFILL J ORGANIC MATTER. TOPSOIL SHALL BE AMENDED WITH SPECIFIC AMENDMENTS IN C)1. SET BALL ON UNDISTURBED SUBGRADE, AND C)2., BELOW, AND BE BLENDED TO SPECIFIED DEPTH IN E.), BELOW. LOAM SHALL _ M o 0 CORRESPOND TO FIELD METHOD OF DETERMINING SOIL TEXTURE CLASSES FOR LOAM OR COMPACTED SOIL. o \j/ ,Irf Jy N 9 M m J 2 S AND SILT LOAM, U.S. SOIL CONSERVATION SERVICE. PROVIDE LANDSCAPE ARCHITECT o LIGHT FERTILIZER OVER PLANTING BED AFTER BACKFILL r v ro a ONLY; NO FERTILIZER IN PLANTING PIT. THE TOPSOIL SUPPLIER AND SAMPLE OF TOPSOIL. CONTRACTOR IS RESPONSIBLE FOR i ANY NECESSARY WEED CONTROL RESULTING FROM CONTAMINATED OFF-SITE SOURCES. o WORK PERIMETER ROOTS FREE OF NURSERY BALL & SPREAD o m ; m a OVER EXCAVATED PIT. BALL & PIT TO BE COURSELY SCARIFIED. B) NATIVE SURFACE SOIL INCLUDING STOCKPILED TOPSOIL a a o v a o SURFACE SOIL ON-SITE MAY MEET TEXTURAL CLASSIFICATION AS NOTED IN A), ABOVE. PROVIDE AMENDMENTS IN C) 1. AND C) 2., BELOW, AND EVENLY BLEND AMENDMENTS Evergreen Tree Planting (6' t0 1®' Height) N X TO SPECIFIED DEPTH. SCALE: NONE C) AMENDMENT 1. ORGANIC COMPOST TOPSOIL FOR PLANTING SHALL CONTAIN 15 TO 20 PERCENT ORGANIC MATERIAL BY VOLUME. THE FOLLOWING IS FOR SOIL WITH 3-4% ORGANIC CONTENT. PPRUNE LACE IDAMAGED TWIGS ER PLANTING LANLEADERS WILL BE REJECTED , 11 7n PROVIDE THREE INCHES (TWO INCHES COMPACTED DEPTH) OF COMPOST PER ; 12 INCHES OF SPECIFIED TOPSOIL DEPTH. MUSHROOM COMPOST, SLUDGE/COMPOST & l lO STATE OF 0 Z > rL WASHINGTON O z ° BLEND, AND/OR AGED FIR BARK MULCH SHALL SATISFY ORGANIC REQUIREMENTS. FLAT CAP. NOTE: REGISTERED S COMPOST SHALL BE FROM NON-FARM ANIMAL SOURCES, NOR FROM SOURCES CORNER LINE o STAKING ON "AS NEEDED BASIS" PER NOTES; ALL GUYS TO BE FLEXIBLE LANDSCAPE ARCHITECT Ld X a < CONTAINING REDWOOD/CEDAR PRODUCTS. KNUCKLED SELVAGE, TOP AND BOTTOM Q 2. FERTILIZER o KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES ' u- �� Z z w o W/ 9GA RAIL TIES AT 24" SPACING COMPLETE FERTILIZER WITH TRACE ELEMENTS, 8 PERCENT SULFUR, AND A MINIMUM TYPE I ROUND 2.375" POSTS & 1.66" RAILS o HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISHED GRADE OF 50 PERCENT SLOW RELEASE NITROGEN. FERTILIZER SHALL BE "AGRO-DELUXE STRAIGHT & CORNER BOULEVARDS o PROTECT TRUNK AND LIMBS FROM INJURY ;' ` w n w z o H. BRUCE McCRORY NURSERY" 10-15-20 AT 50 POUNDS PER 10 YARDS OF ORGANIC COMPOST, OR o BACKFILL NI BE SETTLED USING WATER ONLY - CERTIFICATE N0. NAT Q 00 N ap �� 36" x 2" x .145" (9GA) VINYL COATED FABRIC NO MECHANICAL COMPACTION (VALID ONLY WTH SIGNATURE) Q D01) 00D cV n Of z o COMPARABLE NITROGEN EQUIVALENT. - N z �` o D) PLANTING BACKFILL o REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS OF MATERIAL. I; _ ON-SITE TOPSOIL (EXCAVATED PIT SPOILS) AS FIELD PREPARED FOR PLANTING/TURF. 1" x 1/8" TENSION BANDS 2 2x2 D.F. STAKES, PLUMB (1 1/2" DIA. X 10° SCH 40 GALV. t; CV CV z O a �+ I �i In Ln CJ E) TOPSOIL PREPARATION TGA TENSION WIRE WITHIN 3" OF WEB BOTTOM PIPE AT STREETS) WITH ELASTIC CHAIN LOCK TYPE w S �/� w o AS A MINIMUM, ALL LANDSCAPE AREAS TO HAVE 12 INCHES MINIMUM OF TOPSOIL PER OR DUBBER GUYS TIED IN FIGURE EIGHT; a cel z u7 `'4 J A) AND/OR B), ABOVE. CONTRACTOR SHALL ADJUST GRADES AND SUPPLY TOPSOIL AS KNUCKLE 3" CLEAR OF GRADE REMOVE AFTER ONE GROWING SEASON Record Drawing Certification ao w > > E NECESSARY TO ASSURE THE MINIMUM DEPTH. CONTRACTOR SHALL FORM BERMS TO PROTECTIVE WRAPPING DURING SHIPMENT TO SITE & INSTALLATION - z ohawv ,4 THE HEIGHT AND EXTENT NOTED HERE, AND SHOWN ON THE PLANS. AMENDMENTS SHALL CONC. FOOTING. 24'° DEEP DIRECT BURY POST, REMOVE AT COMPLETION OF PLANTING BE EVENLY BLENDED THROUGHOUT THE TOP 6-INCHES. TOPSOIL SHALL BE WORKED FOOTING 4 TIMES POST DIAMETER. TURF PLANTING; PROVIDE 3'0 "NO GRASS" TREE RING & 3" DEEP ao These drawings conform to the Contractor's construction records. INTO SUB-BASE/SUBSOIL FOR ROUGH TRANSITION. SOIL DEPTH SPECIFIED IS FINISHED, MULCH IN WELL. MULCH: 1/2" - 1" SIZE D a N COMPACTED DEPTH. BLACK THERMAL FUSED PVC-COATED FABRIC. HOLD BACK FROM TRUNK 8" TO 10" N By Dote ONr Sd 30� GALVANIZED FERROUS METAL ITEMS FINISHED TO FINISHED GRADEmwx PARKING PLANTER ISLANDS SHALL BE OVER EXCAVATED BY BACKHOE. REMOVE PAVING MATCH FABRIC COLOR. Title/Position WASTE, GRAVEL BASE AND UNDERLYING SUBSOIL TO 18" BELOW TOP OF PAVING. `Ll PREPARE PLANTING BED PER SPECS; AT MIN., LOOSEN AND MIX - SCARIFY AND OVER EXCAVATE PIT BOTTOM 12" TO MINIMIZE STRUCTURAL COMPACTIONS SOIL TO 18" OR DEPTH OF ROOTBALL AND 4 TIMES BALL DIA. Q I Lu 0 Confirmed by City: Dote = w REMOVE ALL WRAP. TIES. AND CONTAINERS aR \_ BARK MULCH (TOPDRESSING): Fence Detail SCORE ROOTBALL AND WORK NURSERY SOIL V NE-HALF-INCH (1/2") SIZE, TO ONE-INCH (1"), I.E., "MEDIUM,' HEMLOCK/FIR BARK. AWAY FROM PERIMETER ROOTS. SPREAD ROOTS INTO EXCAVATION. 40 APPLY SUFFICIENT QUANTITY TO PROVIDE THREE INCHES (3") TO FOUR INCHES (4") DEPTH SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL— PROJECT RER ��`r5�6 5 b► 8 CON o IN AREAS NOT PLANTED IN TURF. FINE MULCH, I.E., "STEERCO" TEXTURE AND CEDAR ARE SCALE: NONE i NOT ACCEPTABLE. PENETRATION TO SUBBASE (+) 12" This plan sheet conforms with the City of Auburn's Planning Deciduous Street Tree Detail Department minimum ondscape uire ts. (B and B, Less Than 3" Dia.) D N Approved By: 'l Z ® `o SALE NONE 8/9/04 REV. - NO CHANGE THIS SHEET Dote Approved: 0 �71��T 0 r N J OTD /817 LANDSCAPE PLANTING PLAN to 4 : 1 1 .-JE ILL lt Cd ER LOP , .. ...... .. z co ............... -..:,,3.. 4 ....... SkV —3 4.7 M ................ 1W El3"S P It LA&I .. ... .. ... . r-l!" 1 IV l C C C C C C 2 U, 2.25 11 N 'd :i! F I .. ... .. ... . ... .. . C ­------- TRASH ... .. .... ...... -------- ............ T/ 2 12" BERM 12"'BERM 1/2 C F_ C z Cd 15 a 'S P'�3" 'SLV ?-5 G it, 10 QCV t C C C CC C 2%, l� t z OFF-SET HEADS 2' -------- 1/2 71 LOOP TYP. AT PARKING O.H.1 C C & E 1/2 ..... ....... ...- C. EXIST. TREE 4, 3" SL� IL C -4 181 Cis C 5.2 4" 2�.7 1/2" SLV t t 4,0 It r fk3" SLV 2.4 1/2" 7.5 7.56 2.4 co < 1 2" 3 1 1/2 MAIN 4.0 + 7,8 - C 11.8 ii A4 1 1/2 MAI J. MOUNT RAIN SENSOR ON WEATHER LEGEND EXPOSED PORTION OF EXTERIOR /FURNISIllt ...... 0/4" WALL AT 8' - 9' HEIGHT. PROVIDE l< SLV n GALV. 1/2" CONDUIT FOR IRRIGATION EXISTING TREE TO REMAIN CONTROL WIRE ACCESS'TOL CONTROLLER.' - — — — — — - 6 (D T 24V CONNECTION PER MANUFACTURER'S 12 INSTRUCTIONS. IRRIGATION SHOWN DIAGRAMATICALLY 1 FOR PLAN CLARITY. COMMON TRENCH LANDSCAPE GRADES 3/4" t - , URB 3:1 SLOPE, TYPICAL; 1-FOOT CONTOUR ABOVE AND PLACE EQUIPMENT IN LANDSCAPE; MOUNT CONTROLLER ON INTERIOR POLICE MANIFOLD GROUPED VALVES IN ADJACENT WALL. INPUT: 117VAC +/-10%, 60 Hz. X N, SHRUB AREAS WHERE FEASIBLE.VEHICLES OUTPUT: 26.5 VAC, 1.5 A. BENCH LOCATION PER ELECTRICAL PLANS, XXXXXXXXXXXXXX 1 1/2 MAIN AS DESIGNATED.-------------- 4_13 INSTALL 1" DIA. PVC CONDUIT FOR BICYCLE RACK- 24V ELECTRICAL WIRING FROM LANDSCAPE XXXXXXXXXXXXX TO CONTROLLER. 1/2 .......... 4 OD C13 W -7/--- --- CV :/2' z_ ... ...... ..... ...... ...... 04 '0 11 v 00 PLACE SPRAY DEFLECTOR ,, 1 :y AT 4 HEADS 466 1 1/2 M,4N ...... 1 1/2 MAIN OUTDOOR 4, .... ...... ...... ... OFF-SET HEADS 2' 4' z 11ERM 12 .4.7 QPN a . .. .. ...... ... _IKlr'��! B M 1/2" t., NEW, AM < q: LL LUNCH/SEATING 2 W TYP. A'T PARKING Loop � I ■ i t /4' 1 3" SLV I ji 2" SLV 7 4" SLV POLICE ■VEHICLES IflL 7137 z < \34" 1/2" 141 2.6 M SLV 1.4'1111 QC �4M v It Ir Z 11 L \'\� 5. 4- 1/2 f 00 3/4" 1 son Nona 0 /t-,so n 0 1 2" 1/2 1/2- 3/4" N 3/6% /4. 14- �.4 ........... 9 8 3" 1/ 3 2078 3/4" 1/2 .......... ........... ............ . .......... ......... .... ...... • NP" .......... CROSSING �57 IRRI6. bNL�'­� MANUAL SHUTOFF.AT NEW t @14'0:1 WATERVETER ............... STALL 2�, 4� DtA.' PVC CONDUITS FOR .................................. ..... ....................... ............................... .................................................. ...... ........................—-­­­­ ---__--- ------ ............... ........................ IT ■ 24V ELECTRICAL WIRING FROM LANDSCAPE D STREETS.E. ti TO CwtMOLLER. (SDR-26) o 7 MA TO SATELLITE 1.25 W _ W ...... ..................... ... ........ ......................... ....................................... 4_7 ..... .... W N - -T- lE .. ....... . ..... T 10 1 .0--------- ------ - ---- ----------- T_ ...... -------- .. ............ 3" SLV .2 C /C -6 0 .2 IRRIGATION LEGEND/SCHEDULE tj N -L cn 0 0 > C 3"\5* SYMBOL DESCRIPTION V\j 1 SPRINKLER HEADS: RAINBIRD 1804/1806 POP-UP FOR SPRAY HEADS; ONLY 1804 IN TURF: RISER (R) AS NOTED ON PLAN; _03 C C \N PLASTIC NOZZLES TYPICAL. PROVIDE PCS (PRES. COMPENSATING SCREENS) FOR SPRAY PATTERN ADJUSTMENT ONLY. 7 k PRECIP. CD C NOZZLE PSI GPM SQ IA RADIUS n C C 3" SLS 11� C� RAINBIRD 5 F. H,/ Q 30 0.41, 0.20, 0-.+&, 0.10 1.58/1.83 5' t ■ 30 OTO ® RAINBIRD 8 t : l C H, T, Q SERIES 0.52, 0735, 0.26 1.58/1.83 / C1. 1 !1 a RAINBIRD 18 SQ. SST, eST, EST, 99ST 30 3-7-a, 1.21, +.-24, 0.61, 4-7a SCALED OFFISET HEADS AT ---OFF-SET HEA S 0 PAVING EDGE- WHEEL PAVING ED E .. WH 4 RAINBIRD 100/150 PEB ELECTRONIC REMOTE CONTROL VALVE (IN MIN. 10" DIA. GRADE LEVEL BOX) . ......STOP S NOT SHOWN C C STOPS NOT • MINI CLIK 502H RAIN SENSOR PH: 800-476-0260 E -XI TYP.]AT OUTLOTS -PYP. AT � ,TSV1" 3" S -STATION CONTROLLER. INTERIOR MOUNT. V) 0 !" 1 WEATHERMATIC SL 12 120V, 60Hz 12 It Im REMOTE CONTROL TECHNOLOGY 01278PCC PERMANENT CONTROL CONNECTOR. Ld ........... 11 F_ C DIA LOOPS �ATERAL 1" DIA.11LOOPED LATERAL j ■ STATE OF Elf WASHINGTON 0 'A" -J C C REGISTERED WILKINS 850 - BALL VALVE (SIZE TO MATCH PIPE). V) CARSON INDUSTRIES #1730 (TWO AT P.O.C.) GRADE LEVEL VAULT WITH BOLT LOCK LID FW51 LANDSCAPE ARCHITECT LLJ X RAINBIRD 3/4" QUICK COUPLING VALVE AND 33K KEYS (QCV); COMBINE WITH OTHER VALVES IN SQ. BOX OR 10" DIA. BOX C I C7� P.O.C: FEBCO 850 U 1/2- & 3/4' DOUBLE CHECK VALVE (STATE APPROVED); TEST AND CERTIFICATION BY LICENSED BACKFLOW TESTER. z z -4 DATA INDUSTRIAL IR-220P 1.5" FLOW SENSOR; AND CONNECTION TO CONTROLLER. z H. BRUCE McCRORY C-4 N TFICATE NO. 504 C C SLV is CER C3 C14 00 af (VALID ONLY VAT SIGNATURE) 00 C14 r- 5; PLASTIC BALL VALVE (MATCH LINE SIZE) IN 6- CAPPED SLEEVE 11- ------ Z R� C3) CO 00 C C < I I 3: "­ "­ M & MAINLINE - SCH 40 PVC TO 1.25" AND CLASS 200 PVC FOR LARGER (18" COVER); SIZE PER PLAN LO U') Z t03MAL C14 Z ...... LATERAL CLASS 200 PVC (12" COVER); SIZE PER PLAN L0 Ld L0 L0 SLEEVE CLASS 60 SDR-26) PVC; 24" MINIMUM COVER AT VEHICLE CROSSINGS; SIZE PER PLAN 31 I C C CN z > 3" SLV ; 3 SLV Record Drawing Certification C%4 (N 5; W E =I- VALVE STATION NUMBER 00 W Q- 4 — D MENNEN VALVE GPM U V) NOR --- --- VALVE SIZE These drawings conform to the Contractor's construction records. O/V By Date C.7 V, 7 T,itlelPasition 0 0 Confirmed by Clty Date PROJECT REF. jz_3 1 20' This plan sheet conforms with the C"tu a'f A b urns Planning 0 10 20 40 Department min umllandscape ry ments. E 0 C) _7 hkd Approved By: z T_ En <� Date Approved. co -DOUBLE CARSON EQ EQ GRADE LEVEL VALVE Irrigation Notes REVISED 11/7/03 z BOXES _ DOUBLE GRADE LEVEL BOXES WILKINS 600 _ _ C � SIZE TO PERMIT 12" MIN. CLR. 1. GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR TO COORDINATE: z PRES. REDUCING VALVE - FROM WALLS TO TEST COCKS: 0 A. INSTALLATION OF 110V ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO AUTOMATIC AS NECESSARY - BOLT LOCK LID. +=� CONTROLLER, INCLUDING WIRE HOOK-UP INTO MOUNTED CONTROLLER. IRRIGATION CONTRACTOR WILL z T X S COUPLWV: WATER SERVICE DOUBLE CHECK VALVE (STATE APPROVED CD Cd MOUNT CONTROLLER PER DESIGN AND COORDINATE WITH GENERAL CONTRACTOR. 0 CONTR. TO PROVIDE z FROM METER _ ASSEMBLY) RESILIANT SEATED VALVES & � CO THREADED FTG. AND CAP - TEST COCKS; INSTALL ASSEMBLY AS B. INSTALLATION OF IRRIGATION/SERVICE METER AND STUB TO IRRIGATION POINT OF ON DISCHARGE SIDE OF Q CONNECTION, PER UTILITY PLAN(S). PROVIDE STANDARD THREADED STUBOUT WITH THREADED CAP ON METER. - SHOWN OR THE TEST COCKS IN HORIZONTAL `o 0 DISCHARGE SIDE OF METER. STUBOUT TO BE INSTALLED APPROXIMATELY 18 INCHES BELOW FINISHED g _ , fit I POSITION, PER LOCAL REQUIREMENTS. ;� W V GRADE. 11 v PVC MAINLINE PER PLAN C. VERIFICATION OF STATIC WATER PRESSURE AT POINT-OF-CONNECTION (P.O.C.) CONTRACTOR SHALL NOTIFY OWNER AND BARGHAUSEN CONSULTING ENGINEERS, INC., OF ANY VARIATION IN STATIC PRESSURESCH 80 LQUICK COUPLING V 11 -a stj N VALVE (BLOWOUT) w J C + z OVER 5 PSI GREATER/LESS THAN DESIGN PRESSURE. PVC UNION ®® w D. INSTALLATION OF SLEEVING. zi N DOUBLE CHECK aCd METER PER 2. SYSTEM HAS BEEN DESIGNED FOR 18 GPM AT 30 PSI. VAy CITY STANDARDS g SCH 80 NIPPLE & FEMALE N o SCH 80 PVC UNION METER STOP z 3. ALL WORK PER LOCAL CODES. INSTALLATION PER MANUFACTURER'S SPECIFICATIONS. � ADAPTER � � PVC PER CITY STDS. > UNION AT EACH SIDE OF VALVE u ® 0a 4. ALL VALVES TO BE PLACED IN "CARSON" GRADE LEVEL BOXES WITH BOLT-LOCK LIDS (OR APPROVED < COSCH 80 PVC EQUAL). SET BOXES 1 INCH HIGHER THAN FINISH GRADE FLUSH WITH FINISHED GRADES. THE BACKFLOW DEVICE SHALL HAVE 6" o O o c SCH 80 NIPPLE (TYP.) ®w MINIMUM UP40BSTRUCTED CLEARANCE ON ALL SIDES LL a Z Q a s 5. MAINLINE PIPE TO BE BURIED 18 INCHES AND LATERALS 12 INCHES BELOW FINISH GRADE. PIPE TO O C z O BLOCK AS NECESSARY WITH BRICKS ® ®(' BE BEDDED IN SAND WITH COPPER TRACE WIRE AT MAINLINES. NO ROCK OR DEBRIS TO BE BACKFILLED O oOoG �O COC OR CONC. BLOCKS AT BASE OF VAULT a OVER PIPE. POINT OF CONNECTION (P.O.C.) DETAIL :) 00 C GRAVEL SUMP-7/8" WASHED GRAVE 6. HEAD AND LINE POSITIONING IS DIAGRAMMATIC ON PLAN. ADJUST IN FIELD AS NECESSARY FOR O O O D O O C OCC L Q C HEAD-TO-HEAD COVERAGE. VALVES SHALL BE POSITIONED ADJACENT TO CURBS, IN SHRUB BEDS WHERE NOT 1-0 SCALE o O o , O o O c O- c -1n (-1nNOTE: Y POSSIBLE. -III= INSPECTION OF COMPLETED ASSEMBLY o C III-III BY CERTIFIED TESTER REQUIRED.7. PROVIDE OWNER WITH TWO COMPLETION. INSTRUCT OWNER AS)TO ROPER WINTERIZATION SETS 'AS-BUILT- GOF I RGATIONTSYSTEM (BLOW OUT) . CHECK VALVE ASSEMBLY == m m ao 8. FAMILIARIZE FACILITY OPERATOR WITH IRRIGATION SYSTEM FUNCTION, CONTROLLER PROGRAMMING, FINISH GRADE SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS. PLASTIC VALVE BOX NTS m o 9. NO FIXED RISER SPRINKLERS SHALL BE INSTALLED NEXT TO WALKS, STREET, AND/OR PAVEMENT. C c _III (10 DIA.) SPRINKLERS IN HAZARDOUS LOCATIONS SHALL BE FLUSH MOUNTED, POP-UP MODELS ONLY. TRIPLE SWING -_ -' -1 QUICK COUPLING VALVE z r JOINT RISERS ONLY. NO "FUNNY PIPE". IRRIGATION HEADS ON RISERS SHALL BE NOTED ON THE PLANS. AORADIUS NIN-NOZZLE EDUCTIIONSHALL BE MADE BY USE S OF O PRESSURE ADJUSTMENT, SPRAY HEADS a AND PER 1 C.U. FT. 7/8" GRAVEL ALTERNATE -�-- WIRE WITH WATER "LaOOF WIRE SUMP FINISH CONNECTOR MANUFACTURER'S LIMITS FOR OTHER SPRINKLERS. SPRINKLER SPACING SHALL NOT EXCEED 60% OF THE - GRADE _ _ PLASTIC CONTROL VALVE DIAMETER OF THE PUBLISHED DATA. MARLEX ELL (TYP.) SCH 80 BOX WITH COVER - 11. ALL CONTROL WIRE SPLICES SHALL BE MADE AT VALVE BOXES WITH WATER TIGHT ELECTRICAL NIPPLE (10" DIA.x12°' MIN.) I_I' o o MARLEX NIPPLE SCH 80 SXT -I SPLICES, 3M, SCOTT'S LOCK SEAL TACK 3576-78, OR DBY DIRECT BURY SPLICE KITS. oo N 90' ELBOW PVC LATERAL 0 `0 TO SPRINKLERS 12. EACH VALVE BOX TO CONTAIN A MINIMUM OF FOUR (4) SPARE ORANGE WIRE FOR JACKETED WIRE. SCH 40 PVC SXSXT TEE o SCH 80 ROUTE ONE SPARE WIRE FROM THE CONTROLLER TO THE LAST VALVE OF EACH MAINLINE BRANCH. NIPPLE COMMON WIRE SHALL BE WHITE. SINGLE STRAND WIRE SHALL BE A MINIMUM OF 14 GAUGE WITH SPARE o 0 00 0 00 0 00 0 C PVC SCH 80 NIPPLE 0 Z WIRE TO BE YELLOW. COIL 3' WIRE AT EACH CONNECTION. O O O O (:D000 AND FEMALE ADAPTOR N Q O O O 00 00 00 O C QCq 13. ALL ELECTRICAL EQUIPMENT SHALL BE U.L TESTED AND APPROVED, AND SHALL BEAR THE U.L. LABEL. O o O 00 00 00 o REMOTE CONTROL VALVE; J O BODY CLEAR OF SUMP OD 14. PROVIDE MANUAL SHUT-OFF VALVE TO LINES ENTERING RIGHT-OF-WAY WHEN ZONED IN COMMON "J O J WITH PRIVATE LINES A MINIMUM OF 24 INCHES INSIDE PROPERTY LINE IN 6-INCH DIAMETER VALVE BOX. �/ P PVC MAINLINE — 1 C.F. 7/8" GRAVEL SUMP Z 15. CROSS CONNECTION PROTECTION INSPECTION REQUIRED. THE BACKFLOW DEVICE SHALL BE TESTED QUICK COUPLING VALVE MAIN LINE FITTING ir UPON THE ORIGINAL INSTALLATION. THE TESTING SHALL BE PERFORMED BY A PERSON HOLDING A NOTES: SCH 40 SLIP TEE W U_ CURRENT CERTIFICATE AS A BACKFLOW TESTER. THE TEST REPORT SHALL BE SUBMITTED TO THE LOCAL NOT TO SCALE -PROVIDE EXTRA COILS (18") OF EACH WIRE IN VALVE BOX 1 N WATER DISTRICT, OR PURVEYOR, AND OWNER WITH COPY TO BARGHAUSEN CONSULTING ENGINEERS, INC.. -TAPE WIRE TOGETHER EVERY 20 FT. Z W CONTRACTOR SHALL INCLUDE TESTING IN THE SCOPE OF WORK. OWNER IS RESPONSIBLE FOR -MIN. 6" DEPTH, 7/8" WASHED GRAVEL UNDER EACH VALVEQ Q 7 ANNUAL INSPECTIONS AFTER THE INITIAL INSPECTION. -COMPACT SOIL AROUND VALVE BOX O W 16. CONTRACTOR SHALL PROVIDE SYSTEM WINTERIZATION/SPRING SERVICE WHEN INSTALLATION HAS BEEN TRENCH CONDITION BLEEVE 00NDITION -USE TEFLON OR FLOWABLE SEALANT IN ALL THREADED FITTINGS, PER zM MANUFACTURES SPECS. Z U COMPLETED WITHIN 90 DAYS OF NOVEMBER 1 FOR WINTERIZATION, OR MAY 15 FOR SPRING SERVICE. r TOPSOIL (FINISH SERVICE TO BE PERFORMED AS NEAR AS PRACTICAL TO THE ABOVE DATES, OR AS FREEZE/PRECIPITATION o(;o GRADE) REMOTE CONTROL VALVE o -J Q �� CONDITIONS DETERMINE SERVICE NEED. PoC o J PAVING SECTION 17. IRRIGATION SCHEDULING: THE IRRIGATION CONTROLLER CONTAINS A WATER BUDGET FEATURE. PERIODIC PER CIVIL PLANS o NOT TO SCALE DW Z (WEEKLY) ADJUSTMENT OF THE WATER SCHEDULE IS INTENDED TO BE DONE VIA BUDGET ADJUSTMENT. COMPACTED BACKFILL °O )c '0 RE-ADJUST WATERING DAYS AT 100 PERCENT BUDGET WHEN AT 90% DENSITY v ADJUSTMENT EXCEEDS 30%. SET CONTROLLER FOR HIGHEST ETo WATER SCHEDULE, BASED ON PUBLISHED o 0 -rt (TOPSOIL BACKFILL) LOCAL EVAPOTRANSPIRATION DATA. SYSTEM HAS BEEN DESIGNED FOR 50 TO 80 PERCENT DISTRIBUTION z UNIFORMITY. TURF ZONES SHOULD BE SCHEDULED FOR 100 PERCENT REPLACEMENT FACTOR ON A AT 95% DENSITY 6" TYPICAL MINIMUM 3-DAY CYCLE. SHRUB ZONES SHOULD BE PROGRAMMED AT 40 TO 70 PERCENT OF THE (�,� �, (�,. (STRUCTURAL) OC * ELECTRICAL: MONTHLY TURF WATER REQUIREMENT ON A ONCE PER WEEK CYCLE. ALL WATERING IN EXCESS OF THE o Y o U o ��: 4 24 VAC; INSTALL, 0 LOCAL ETo ("FIELD RECHARGE") SHALL BE COMPLETED DURING THE CONSTRUCTION PHASE WHILE THE '✓a q-0- 'O o� PVC LATERAL PER MFR'S SPECS. 0 CONTRACTOR IS ON THE JOB SITE. OVER WATERING OF LANDSCAPE DUE TO CONTROLLER TIMING SHALL BE 6" OFFSET SLEEVE(S) * SET ADJUSTMENT GROUNDS FOR CONTRACTOR TO REPAIR ANY RESULTANT DAMAGES AT HIS OWN EXPENSE. oC� 00 ALT. WIRE SLEEVE �Oc ��� AT 1/4" RAINFALL 18. SUBSTITUTION OF IRRIGATION MATERIAL/EQUIPMENT SHALL BE MADE ONLY UPON WRITTEN APPROVAL o O TO INTERRUPT o OF OWNER'S REPRESENTATIVE. PVC MAINLINE SOLENOID CIRCUIT fi c o 0 2 7 19. ALL TURF ZONES SHALL PASS A MINIMUM DISTRIBUTION UNIFORMITY OF 62 PERCENT, AS TESTED < VALVE WIRING $ 'N u r THROUGH AN IRRIGATION ASSOCIATION CERTIFIED WATER AUDIT. M �k PIPE BED MATERIAL TO BE CLEAN & FREE ' OF ROCK LARGER THAN 1/2" o 0 SJ M M _® J * SLEEVING MATERIAL SHALL BE PVC CLASS 160(SDR-26). * DIMENSIONS ARE MIN. CLEARANCES. MOUNT ON WEATHER EXPOSED WALL 8' ABOVE GRADE. c Y 0 ° o * ALL IRRIGATION SLEEVING TRENCH BACKFILL MATERIAL SHALL PROVIDE 1/2" GALV. ELECT. CONDUIT TO CONTROLLER. m o w a BE CLASS "B" OR BETTER (MAX. OF 10% PASSING NO.40 SCREEN) AND BE MINI CLIK II°' RAIN SENSOR BY GLEN-HILTON PRODUCTS, RICHMOND, VA. o o U a COMPACTED TO MIN. 95% OPTIMUM DENSITY PER ASTM D-1557-70 (MODIFIED PROCTOR) X SLEEVE/TRENCHING DETAIL RAIN SENSOR DETAIL (WALL MOUNT) 0 U U NOT TO SCALE NOT TO SCALE STATE OF ? > G WASHINGTON ® Z w REGISTERED g En 177 ANDSCAP"RCHITECT Ld ° a 6-/12" POP r.'hM x 0 z - / 6'° CLR. OF Z Q z w q AT SHRUBS OBSTRUCTION L` g 16 ,�, •,'`., „'w..4 H. BRUCE McCRORY > N N �g 0 0 4" POP CERTIFICATE NO. 504 Q O N 00 0 AT TURF (VALID ONLY WITH SIGNATURE) 00 N II Z j o N,L Z C7 LD 0p w w \ In L0 Z a - d _ MULCH CONDITION �� w o N Z J > FINISH GRADE Record DrawingCertification w 0-1 N N - SPRINKLER Y uu 0 V FLUSH Al LAWN ADJUST ANGLE AT :x & FLUSH WITH SLOPE COVERAGE o CONDITIONS. 50% OF o MULCH LINE SLOPE ANGLE (TYP) T x, These drawings conform to the Contractor's construction records. .O& r SPRINKLER MARLEX BY Date S6 a MARLEX 90' ELBOW " J� Title/Position Z NIPPLE , ,' ' z o Confirmed by City: Dote i W ,k_ LATERAL v a* A� ' MANUFACTURER'S LIMITS PREVAIL FOR SCH 40 PVC PRDJECT REF. TE.cl03 0453 b gJS INSTALLATION AND ADJUSTMENTS. TEE SxSxTp ,y cod Q E SIDE INLET ONLY) I � i PROVIDE SWING JOINT RISERS AT WALKS AND CURBS. ( 24" FLEXIBLE RISERS ACCEPTABLE ELSEWHERE. This plan sheet conforms with the Q& of Auburn's Planning Department minimum andscape re men m POP-UP RISER ASSEMBLY Approved By: E 0 o ED NOT TO SCALE 8/9/04 REV. - NO CHANGE THIS SHEET Dote Approved: It 2A Wavo '— V' J Onto 1)