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HomeMy WebLinkAbout06D1880VICINITY MAP APPROXIMATE SCALE: 1 = 1500 FEET 277th St NW 11 a a Cz 296th St PROJECT LOCATION SITE DATA: a' ACREAGE: 1.07 ACRES (46,604 SF) ZONING: M1 277th St NE PROPOSED USE: LIGHT INDUSTRIAL COMMERCIAL St NW 49th St NE PARKING SPACES PROVIDED: 22 PARCEL # 936000-0160 SITE ADDRESS: 104 49th Street NW, Auburn, WA co E Q 37th St 11 CROWN BUILDING A PORTION OF THE NE 1/4 OF THE SE 1/4 OF SECTION 36, TOWNSHIP 22 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON Auburn Municipal �--�-W " - --- ---- Airport W W-- -------- _ W W i= i 9TH STREET NW - GENERAL PLAN NOTES 3 - - _ - (iVONABIDENTAL-COLLECTOR ------ 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN REQUIREMENTS AND BE IN J l - T T T T --- ACCORDANCE WITH THE APPROVED PLANS. ANY Q r T T T 5ffi ------------------------ CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER, AND THE CITY. ' W F- 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON STATE DEPARTMENT OF �- 0 ° ° ° e1 °x a a a TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS Z 3 -- - - FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" s (2002), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY L)_ THE CITYS CONSTRUCTION STANDARDS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE z JOB SITE DURING CONSTRUCTION. 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED c5 PRIOR TO THE START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253-931-3010 TO SCHEDULE A MEETING. i W 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE J 3 _50 --__ EXISTING APPROXIMATE. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE KIRBY ELECTRIC CC X DRAWINGS. IT SHALL BE THE CONTRACTOR'S a°- 3 BUILDING o" `. 1 RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS 0 AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND a THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD VERTICAL DATUM ZONING M1 UTILITY LINES. IDENTIFICATION, LOCATION MARKING AND NA VD 88 z RESPONSIBILITY FOR UNDERGROUND FACILITIES OR BENCH MARK 11-M ELEVATION 50.37 ON x UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER < 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO { THE RAILROAD SPIKE IN THE POWER POLE ` t[ STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL #28001 AT THE WEST SIDE OF "B" ST NW ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS AT S 280 ST IMPERVIOUS SURFACE CALCULATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, x oil TELEPHONE AND TELEVISION). EXISTING BUILDING = 2,673 CONSTRUCTION SEQUENCE EXISTING PAVEMENT = 0 5. PRIOR TO THE START OF CONSTRUCTION, A PROPOSED 1. ATTEND PRE CONSTRUCTION MEETING WITH THE CITY OF TOTAL = 2,673 v ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE AUBURN OFFICIALS. NEW BUILDING = 21,000 SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. NEW PAVEMENT = 14,827 IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE 2. CLEARING AND GRADING LIMITS ESTABLISHED PER FILL & TOTAL = 35,827 NET CHANGE = 33,154 x WILL ADVERSELYIMPACT THE STREET NETWORK, HAULING GRADE PLAN BY PAC ENGINEERING. SEE GRA 00-0030 cl , r, MAYBE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR o ALTERNATE ROUTES. PLANS OBTAINED AT CITY OF AUBURN. 3. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE, AND 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC INSTALL TEMPORARY EROSION CONTROL MEASURES. SAFETY ON AND AROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED 4. CONSTRUCTION CONTRACTOR SHALL VERIFY THAT ALL FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL DITCHES AND SWALES AS SHOWN BY THE GRADING PLANS BE SUBMITTED TO THE CITY FOR APPROVAL. ARE INSTALLED TO DIRECT ALL SURFACE WATER TO THE CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR TEMPORARY SEDIMENT POND (VAULT) AS CLEARING AND INJURIES AND DAMAGES TO PERSONS AND PROPERTY GRADING PROGRESSES. NO UNCONTROLLED SURFACE SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR WATER SHALL BE ALLOWED TO LEAVE THE SITE AT ANY TIME NEGLIGENCE CONNECTED WITH THEM. DURING THE GRADING OPERATIONS. VAULT AND ALL ORIFICES SHOULD BE CLEANED PRIOR TO THE VAULT GOING 7, ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF ONLINE FOR STORM DRAINAGE. PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A & WORK WITHIN THE RIGHT-OF-WAY SHALL BE LIMITED TO 45 WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER, CONSECUTIVE DAYS. CONTRACTOR SHALL COORDINATE WITH THE CITY OF AUBURN REGARDING TIMING. 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD 6. GRADING & BUILDING CONSTRUCTION MAY BEGIN. CONSTRUCTION DOCUMENT' HANDOUT. CONTRACTOR SHALL WATER THE SITE AS NECESSARY TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION 9. ADDITIONAL PERMITS REQUIRED FROM THE CITY OF ACTIVITY DURING DRY PERIODS. AUBURN: STORM PERMIT. INDEX TO DRAWINGS 1. COVER SHEET 2. TEMPORARY EROSION & SEDIMENT CONTROL PLAN 3. 49TH STREET IMPROVEMENTS 4. STORM DRAINAGE & GRADING 5. ONSITE & OFFSITE WATER & SEWER 6. DETAILS 7. WALL NOTES & DETAILS 7. CONSTRUCT UTILITIES & PERMANENT STORM CONVEYANCE FACILITIES. 8. COMPLY WITH THE GRADING, DRAINAGE, & EROSION CONTROL NOTES IN THE CONTINUOUS OPERATION AND MAINTENANCE OF THESE FACILITIES. SEE GRA 00-0030. 9. PAVE SITE, CLEAN ENTIRE STORM SYSTEM, SWEEP STREETS AS DIRECTED BY THE CITY OF AUBURN INSPECTOR. 10. REMOVE EROSION & SEDIMENTATION CONTROL MEASURES UPON FINAL SITE STABILIZATION & APPROVAL FROM CITY OFFICIAL. NOTE. CALL UTILITY LOCATE AT 1-800-424-5555 BEFORE PROCEEDING WITH ANY CONSTRUCTION. EXISTING LEGEND PROPOSED LEGEND MAJOR CONTOUR LINES -- - CONTOUR LINES MINOR CONTOUR LINES TELEPHONE BOX ■ -0 TELEPHONE POLES �- 0 SANITARY SEWER MANHOLES CLEANOUT ❑� STORM SEWER MANHOLE G■ x WATER VALVE ►� b FIRE HYDRANT ❑ CATCH BASIN ■ ® WATER METER SIGN SPOT ELEVATION Jr 52.00 PROPERTY LINES RETAINING WALL STORM DRAINAGE DITCH SAWCUT-------------- - ------------ - CENTER LINE OF ROAD x FENCE W WATER T TELEPHONE EDGE OF PAVEMENT EASEMENT ° r CONCRETE a a a ° L0 N w o x x SIDEWALK �- x x x SANITARY SEWER MANHOLE E0 - LADDER NORTH ZONING M1 RIM = 50.15 I.E. = 44.17, 8" PVC, W Q�P\ LE. = 44.23, 8" PVC, S n S88°58'48' E -±. _.. I T T ALK LEGAL DESCRIPTION 7R4CT 26 OF WHITE RIVER VALLEY HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 13 OF PLATS, PAGE 17, RECORDS OF KING COUNTY AUDITOR; EXCEPT THE WEST ONE ACRE THEREOF, AND EXCEPT THE EAST 90.50 FEET THEREOF, SITUATE IN THE CITY OF AUBURN, COUNTY OF KING, STATE OF WASHINGTON. SE 114, SECTION 36, TOWNSHIP 22 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON. N SURVEY PROVIDED BY: APEX ENGINEERING INC. 2601 SOUTH 35TH, SUITE 200 TACOMA, WA 98409 253-473-4494 CONTACT.' MELVIN F. GARLAND El 9TP _ ® 7.5'a0F R RTYiLINE x EX -GARAGE SEE ARCHITECTURAL PLANS FOR BUILDING TYPE 11489059171 190.27' W W 2 (n T w U O U C.7 C=) P O o CM � o U 17- LU LU CD cn n 0 LL 00 w �D +-+ Z w H CC cr) O O N ' x Cn cn U:) d- O O "C11 om (xi m U_ CV C? °? 00 N N W U (0) c11 rn pq CO � a CV Cd 0 w LU O o r1 O ,-q 4 � O z � Y cj O cc Lr) 4-, a f Z U LU = � 0 o c- Q i C CL w -A-] ca m m m m m m Cn _ w z co LL LU 00 0) � o LO Cn Cn Cn cn cn Cn �CD�CDC5� W LU Q N N z z z z z z ¢¢¢¢¢¢ C) C� CU C-3 CJ C3 2www www v) ' �zzzzzz J J J J J J C] LU LU O C7 LU O W __ M Z 00 0 v Cn W - M+ LL M � •I OC OC fr = = = ti�lzzzzzz Y L mmmmmm °C N CO ������ 0 w ¢ ¢ ¢ ¢ ¢ ¢ Li- LA_ L.L " " �OOC)OC1C) � �:: O C-5E5 U 55C.5 Q jZONING I w x X I- CD o Z O00 C? co LL � Cfl r CO l[� C,- M Lit Q W o n c z Q LLJ U RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S 10.0' SEWER CONSTRUCTION RECORDS. EASEMENT BY: v (�" ' DATE: TITLE/POSITION: 7 CONFIRMED BY CITY: 0ATE:,t -y,=cY PROJECT REF: FAC 05-0012 a-77 1/''7/�► 309 49TH ST. NE. AUBURN, WA 98002 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. APPROVED BY: DATE APPROVED: I�ylwo / dff TESC MEASURES PHASING 1. CONTRACTOR TO INSTALL CONSTRUCTION ENTRANCE 2. CONTRACTOR TO INSTALL INLET PROTECTION. 3. CONTRACTOR TO INSTALL SEDIMENT FENCE 4. CONTRACTOR TO GRADE/CLEAR SITE 5. CONTRACTOR TO INSTALL PERMANENT STORM SYSTEM 6. CONTRACTOR TO INSTALL INLET PROTECTION ON NEW SYSTEM 7. CONTRACTOR TO FINAL GRADE AND PAVE SITE 8. CONTRACTOR TO CLEAN STORM SYSTEM AND REMOVE INLET PROTECTION WHEN APPROVED BY CITY INSPECTOR. 9. CONTRACTOR TO REMOVE SEDIMENT FENCE CONCURRENT WITH LANDSCAPING WHEN APPROVED BY CITY INSPECTOR. "ALL TESC MEASURES MUST BE INSTALLED TO THE SATISFACTION OF THE CITY OF AUBURN CONSTRUCTION INSPECTOR KIND AND VARIETY OF PERCENT OF MINIMUM PERCENT MINIMUM PERCENT SEED IN MIXING WIEGHT PURE SEED GERMINATION COLONIAL DENTGRASS (HIGHLAND OR ASTORIA) 10% 9.8% 85% RED FESCUE EEW 40% 39.20% 90% RAINIER OR F MNLNNLAN) ENGLISH PERENNIAL RYE 30% 29.40% 90% WHITE DUTCH CLOVER 20% 19.60% 90% (PRE -INOCULATE) WEED SEED (MAXIMUM 0.50% INERT AND OTHER CROPS 1.50% (MINIMUM %) TOTAL100% THE FOLLOWING COMPOSITION, PROPORTION, AND QUALITY OF GRASS SEED SHALL BE APPLIED AT THE RATE OF 5 POUNDS PER 1,000 SQUARE FOOT ON ALL AREAS REQUIRING ROADSIDE SEEDING WITHIN THE PROJECT. GRADING AND EROSION CONTROL NOTES 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED SEDIMENTATION AND EROSION CONTROL FACILITIES INDICATED ON THE PLANS MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/ OR OTHER CONSTRUCTION ACTIVITIES. THESE FACILITIES SHALL BE MAINTAINED, AND UPGRADED IF NECESSARY, TO INSURE THAT SEDIMENT LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM. 2. THE SOURCES FOR ALL MATERIALS IMPORTED TO THE SITE SHALL BE APPROVED BY THE CITY. 3. THE STORM DRAINAGE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED), SEDIMENTATION AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRE AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 4. THE TEMPORARY EROSION CONTROL --FACILITIES, INCLUDING ALL PERIMETER CONTROLS AND THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL PONDS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED. AFTER CITY APPROVAL, THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING ALL TEMPORARY FACILITIES 5. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY, TO REMOVE MATERIAL DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. 6. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE. FROM APRIL 1 TO SEPTEMBER 30 AREAS AT FINAL GRADE AND THOSE THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN THIRTY DAYS SHALL BE STABILIZED WITHIN TEN DAYS. FROM OCT. 1 TO MAR. 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA GREATER THAT 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAT SEVEN DAYS SHALL BE STABILIZED IMMEDIATELY. 7. WASH PAD OR OTHER MITIGATION MAY BE REQUIRED PER CITY INSPECTOR'S REQUEST. 8. EROSION CONTROL MEASURES SHALL BE INSTALLED PER CITY OF AUBURN DESIGN STANDARDS AND/OR AS DIRECTED BY CITY INSPECTOR, CHRIS ESTEP (253-261-2574). NOTE: CALL UTILITY LOCATE AT 1-800-424-5555 BEFORE PROCEEDING WITH ANY CONSTRUC17ON. aA CROWN BUILDING A PORTION OF THE NE 1/4 OF THE SE 1/4 OF SECTION 36, TOWNSHIP 22 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON I 3 EXISTING DRIVEWAY PARCEL # 9360000170 -0- ❑ w-----�'`11'---W-- 8 --- _ T T T 15'- QO F 1pco X x /P Ln W _. __SO RF EXISTING x KIRBY ELECT131C J cE BUILDING N z 'x x .11e 3 ZONING M1 „ c a, RF 14 00 x PARCEL # 9360000163 x N PROPERTY LINE SILT FENCE / CLEARING LIMITS 1.0, TYP SILT FENCE / CLEARING LIMITS DETAIL VAULT TO BE x USED AS TEMPORARY SEDIMENT POND 13 50 x RF xx--�..._ SILT FENCE / CLEARING LIMITS DETAIL � li 13 00 12 50 -5p, n x CL CLEARING LIMITS IP PROVIDE INLET PROTECTION AS PER EROSION-04 C.O.A. SF SILT FENCE AS PER EROSION-02 C.O.A. CE CONSTRUCT ENTRANCE AS PER EROSION-01 C.O.A. RF REMOVE FENCES RC REMOVE CONCRETE SC STORM CONTROL T 50 ---------- -x� c REMOVE i o EXISTING _ HOUSE x x x x x x 1 PARCEL # 9360000160 PARCEL # 9360000175 W ----- _-___---.... REMOVE EXISTING AI AVLIn/ICE w v PARCEL # 9360000179 ' PARCEL # 9360000166 x x ' I ZONING I' PARCEL # 936000-0160 C\jz "' o © C) ° z w a Lu W ce)Lu_ � o � z coo L? ► " z a Lu O a U N z v Lu v w ry000z Q m w aC �,., z U) o o 0- CD � Q Lu w UD W 09 c� c 0 N (. Dt cU U) cn dam- o� F- OD 00 �+ QQ N N W U 0) pq Q Q � � +� � 0 OFn tl(lu p 0 CD 3:w w W ' % a U w o¢c = m C.) Q 0 m m m m m m m CID CID cn vs cn cn w w w w W w CD CD CD CD CD CD z z z z z z ¢aaa¢¢ UU UUC.)C,1) Lu Lu uJ Lu Lu w zzzzzz z J J J I J M Q c�acn4oa u w uj Lu w w c'r t9C OC oC CC oC cJ� � zzzzzz 1u ¢ ¢ ¢ LL LL. L LL LL 000000 UU U C.�UCJ Lu cj s Lu Lu z cn S z w N wzoc�oo U- w cn uj Lu O o Nw co a. cn -00 w oomz� c Lo Lu N CC) cn z a ':I-Q C) �u 0 0 a LD A z 00 E5 m m rr zQ LL�J O = U RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRRUCTIO'N RECORDS. BY: ��'�^ • 2v4r'_DATE: 9--29-C6 TITLE/POSITION: p %' CONFIRMED BY CITY: DATE: �& PROJECT REF: FAC 05-0012 L��///dd g THESE PLANS ARE APPROVED FOR CONFORMANCE ViRIM ui THE CITY OF AUBURN'S ENGINEERING DIVISION °C REQUIREMENTS. APPROVED BY: DATE APPROVED: slot" NOTE: CALL U77LI TY LOCATE AT 1-800-424-5555 OEFORE PROCEEDING WTN ANY CONSTRUCTION. I7.5' R.O.W. DEDICATM ' 20 EX. R.O.W. NOTE: STREET IN W. SEE ALL PAVEMENT SECTiO M SMALL BE DESKWD BASED ON EMSTING GEOTECHNICAL 1 T (F/C) o $' 5.0 5.0' CONO(TftS IN CONFORMArICE WITH THE CITYS I-.- PAVEMENT DESIGN MANUAL AND LAW.S.D.O.T./APWA STANDARD SPECNiCATIONS. EMT. PVT ---**' VARIES (54t) CONCRETE SIDEWALK PER C.O.A. STD DTLS. TRAFFIC -23 CEMENT ARRIER 2" CLASS "B" ASPHALT CONCRETE CURB 3 GUTTER PER W.S.D.O.T. STD. PLAN F-1 6" CLASS Or ASM WT OOIIC0TE REFERENCE CAM SLOPE TABLE 12" COMPACTED GRAVEL BASE 49TH STREET N.W. WIDENING SECTION t-- 1� N.T.S. "-RESIDENTIAL COLLECTOR PER COA STp DETAIL TRAFFIC-30) (LOOKING EAST) EX. SS MH # 208-31 LADDER NORTH -W----W--- STA: 5+34.82 -10.W RT (49TH STREET NW) -W RtM = 48.84 IE (N) = 41.95 If(S)=42.02 Lo ti EX. 08 #AA55 TYPE I z STA: 5+25-16.05, RTME j- w (49TH STREET NW) I RIM = 48.83 r- LLJIE = 47.58 EX 8" DI SW Cr IE - 47.5812N OI E cn W U. R - 45' S [1OC a O EX. CB #MA53, TYPE I STA: 4+77.83 - 56.03' RT RIM = 48.80 HE = 47.55 CROWN BUILDING A PORTION OF THE NE 1/4 OF THE SE 1/4 OF SECTION 36, TOWNSHIP 22 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON R3-2 SIGN INSTALLATION PER CITY OF AUBUIRN STANDARD DETAIL: EX. SS MH #208-34 TRAFFIC-49 STA: 5+35.11 - 12.77' LT (49TH STREET NW) LADDER NORTH RIM = 49.78 IE (S)= 42.08 CONST. 16 LF 12" IE (E) = 41.96 D.I.P. CLASS 50 __- qg w - CAP NORTH END OF POPE cR 4 g(NON-RESIDENTIAL COiLIC OR -- g SC RP T T T EP SQ CG - 15 00 ME _ a ° a '-:.. °• a °, . <4 :x a SAWCUT CURB ALONG' ° . ., COMMERCIAL QRIG'EWAY, CONSTRUCT C8 #IAA64, TYPE 2-W x DRI.L AND DOWEL TO STA: 6+51.14, - 16, RT ATTACH NEW CURB (49TH STREET NW) RIM = IW 4g • g TART -OF CONSTRUCTION IE SE = AP.V y-%. %S (Qs 4 -7,q;1( x TA: 5+78.M (49TH STREET NW) IE W_ 4XrN 14 _7 4,04' RT IE N - 4P.M 777 CONTRACTOR TO REPLACE SIDEWALK AS PER CITY OF AUBURN STANDARD DETAILS: TRAFFIC-23 YS-1 40 15' 12.5' 12.5' 25, - *� TYPE 2 - RPM (TYP) 40 -- -Im EDGE OF ROAD 4" YELLOW PAINT SKIP / CONST. 13 LF 12" D.I.P. CLASS 50 SLOPE - 0.20% CAP NORTH ENO OF PIPE r-.� -- w--y�--- T--- -- ; --_ _-- =----------- -- 00 T QEP SC RP CG 27.5' FfltGH POINT ELEV = 50.65 HIGH POINT STA = 7+35.93 PVI STA = 7+25 7 7- UL#W&W TO ISE ADDED TO RELOCATED POWER POLE PER COA DESIGN STANDARD 10.10 . . BACKFtLL AS PER CITY OF AUKM PVI ELEV = 50 80 . r STANDARD DETAIL TRAFFIC-02 • oc g� . uj A.D. _ -1.27 cm Iz a� 8=76.79 II ca cCD ~n 100' VC N Q w REPLACE 01111STING CURB'E10STING y 9 TOP OF CURB N MATCH TO 00STING GRADE - .8% ui - ---- - - - __--___ 50. . . _ - - . . . . . . . . . . . . . . . . . . . . . . . • • . . . . . . • • . . . . . . . EXNSTNNG GROUW AT CEANER ! • CONST. 195'LF 12" D.I.P. CLASS 50 SLOPE 0' CONST. 126 LF 12" D.i.P. CLASS 50 SLOPE = 0.20% 48 O • SEE SHEET C5 f=71111119• WATER LINE .8" WMAETER AC . . 46. CONSTRUCT CS #FAA65, TYF CONSTRWT ICE fAA44, TYPE 2 STA: 8+45.55' - 16.02, RT EX. CB # 'TYPE I STA: 6+51.14, -16' RT STREET CONSTRUCT WATER LINE (49TH STREET NW) R*A 47`t � 16 STA: $+25 - 16:05' RT (49TH NW) RIM = g9,i2 STA: 7+34.75 = • IE W = 4,'T 4 3. a ( STREET NW) 44 RIM = 48.83 . . . . . .$a . . . . . . . IE SE'= � �}`t.8S lEY, 41. 42 (49TH STREET NW) • N = It = 47.58 EX 8" DI SW IE W = 47..9t y �., 7 IP LINE AS PER CIiY OF AUBURN STANDARDS CONSTRUCT SIRE SEWER IE - 47.5612" DI E IE N = 47.40 4 $ , a5• 86 LF WM OF EX SS MH (49TH STET NW) 6" LATERAL SEWER. LATERAL. 0 - AS PER CII Y OF AUEIUAN 42' . EXISTING SS 8" PVC SDR-35 1.23% SLOPE DEtAIL: SEWER=02 EX. SS MH #208-34 EX. SS tilt # 208-31 - STA: 5+35.11-12.77, LT LADDER NORTH (49TH STREET NW) STA: 5+34.82-10.86' RT LADDER NORTH (49T41 STREET NW) - SEE **ET C5 RIM = 49.78 RIM=48.84 40. 5+00 It (Sj = &08 'IE (N) = 41.95 IE (E) = 41.96 IE (S) = 42.02 6+00 7+00 5+00 EX. SS MH # 208-30 LADDER NORTH STA: 8+62.48 - 2.37' LT RIM = 49.93 1. E, = 37.92, 8" PVC, W I.E. = 37.61,8" PVC, E FP w W w- CN1 `./ 20 EP ME MATCH TO EXISTING EP EL =49.19 ME CONSTRUCT CS #AA66, TYPE I STA: 8+45.55'-16.02 RT (4M STREET N" " RIM - AW. 44, 66 CMS 4 i CONSTRUCTION NOTES M ,� -- F _ i OSAWcuT ME MATCH EXISIM x M co �.. 'f11ACT 5' WIDE ! SIDEWALK AS PER C17Y OF AUBURN STANDARD DETAIL tz CONSTPAXT A 32WIDE COA410ERCIIAL / WDUSTROL DNNVEWAYAS PER CI7YOF > L In © o.. AUBURN STANDARD DETAIL TRAFFIC-09 AT STA: 6+9962, 17.0 RT 0 CG ONT CONCNiMR CURB d QUTTERAS PER W S.D.O.T. SS A� ''•••. ,.. ADJUST TO fAWSNED NW. LOCATE /N PLANTER STRIP AS PER 011Y OF AUBURN ••�`; STANDARDS RL CONTRACTOR 70 COORDIA44ff IAlllil FRANCHISE UTNUlI'FOR RELOCA7ICMIAS NEEDED. FWAL POLE LOCAIXW 10 BE AS PER C17YOFNMMSTAAVARDS ' EXISTING P44WNT AND REPLACE AS SHOWN AS PER CITY OF AMM• IIAMARDS - TR4 EC EXIS7N11G CRM O CR CENTEROf NW -OF -WAY ''7' md REMOVE EXISTING WA7EA z FH INSTALL FIRE HYDR4NTASSEUKYPER C.O.A. STANDARD DETAk "WATER-07" 0.4 N OiES 1) TELEPHONE LW LOCA71ON AAIO ANY UTTU)Y CROS M GS &hWL. BE FIELD VE . CROSS SLOPE TALE swom l�nrrlNlgn at Crown of ft" of ouftf CIO" b Llp of GLoar Crow 6+50 17.46 5: % 8+75 .61 49. FS 16.18 k40% 7+00 5Q 16.16 3:77% 7+25 15A4 3.28% 7+50 50.52 50.12. 15.00 2A7% 7+73 18.36 $0.04 14.60 2.42% 8+00 50.35 49.91 14.26 3.0% d+ . 50.10 4.9. 9 14.10 2.77% 8+48. 5 50.11 4& 14.04 2:9 i IEW=4"T'- o (4�.a� IE N ffi 4i!>r't L19,17 END OF CONSTRUCTION STA: 8+46.53 - 20 RT (49TH STREET NW) • W �N • cps � I I to . . . . . . . . . . . .50 cA)YWv PwFu OEX. SS MH #208-30 LADDER NORTH 7 STA: 8+62.48 - 2.37' LT (49TH STREET ►NYIi) RIM =49.93 ' IE = 37.92 8" PVC W IE = 37.61 8" PVC E 9+00 SOUTH LINE PLUGGED .44 -42 .40 N 2' -' U HORIZONTAL 0' O' 20' 40' z § cv © F•- m cci W U --" Ma C`4c� V U 8 o a - a ts, ( j cn w Il Yy� .ef •f .• "! r • �! AI J >_ -co 00 = ud cn cr.fir.+ In tw co l C\j t .cc .t ¢ VCtJ�jcJc.� w m cc w Cc CC ja. C." ) RECORD DRAWING If THESE DRAWINGS CONFORMTO THE CONTRACTOR'S. CONSTRUCTION REr • 1r 6:n� - r , s . Or CONFIRMED r d, ' '12"bigsi_I THESE PLANS ARE APPROVED FOR CONFORMANCE THE CITY OF .; r ONO, r ,• APPROVED M/r DATE APPROVEr /►1� . ar s -1 I ICI I I, ,III, ; I i ICI 11-1 11=J 1=111-1 I I- .I 11=1 I f-1T_I�I LL J. 1 4" ORIFICE 9 IE = 49.48 EL = 48.48 , CAP WITH 1 " ORIFICE - 49.85' (TOP OF PIPE) EL = 46.98 SEE SHEET C6 FOR CROSS SECTION DETAILS OF VAULT OUTLET STRUCTURE DETAIL NTS EX. CB #AA53, TYPE I STA: 4+77.83 - 56.03' RT RIM = 48.80 IE = 47.55 STORAGE DETENTION VAULT IE 12" OUT 48.48 IE 12" IN 48.48 INSIDE VAULT HEIGHT @ V 5 62' INSIDE 20' VAULT WIDTH INSIDE 68' VAULT LENGTH WATER QUALITY 48.48 DESIGN WATER SURFACE ORIFICE 48.481.0011 ORIFICE 49.48411 ORIFICE 49.85 12"-TOP OF PIPE CONTRACTOR SHALL PROVIDE DIRECT TIGHLINE TO ROOF DRAIN CONNECTION OR PROVIDE SLEEVE AS SHOWN WHICH ALLOWS FOR SETTLEMENT, CONTRACTOR SHALL COORDINATE W/ OWNER REGARDING CONNEC7ION TYPE. CROWN BUILDING A PORTION OF THE NE 1/4 OF THE SE 1/4 OF SECTION 36, TOWNSHIP 22 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON CONSTRUCT CB #AA64, TYPE 2-48" STA: 6+51.14' - 16' FIT (49TH STREET NW) RIM = 4>-f7 - o CD CONST. 126 LF 12" D.I.P. CLASS 50 SLOPE = 0.20% D.S. FASTENER PER CONTRACTOR BUILDING TYPICAL 4" PVC DOWNSPOUT 6" PVC DRAIN PER PLAN, 450 MAX BEND IN 5 LF PROVIDE CLEAN -OUTS (�P ENDS OF COLLECTOR RUNS DOWN SPOUT DETAIL T' NTS 2" A.C. PAVING LIGHT SECTION **3" HEAVY SECTION ^ 4" '/" MINUS CRUSHED ROCK LIGHT SECTION * * 6" HEAVY SECTION TED SUBGRADE SUBGRADE PREPARATION SHALL BE APPROVED BY QUALIFIED GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTING STRUCTURAL SECTION. CURB & PAVING SECTION NTS EP = 52.62 STORAGE q'ETENTION VAULT TO CITY STANDARDS 6.02.3. TO BE CLEANED BEFORE INSTALLING PERMANENT STORM SYSTEM SEE SHEET C6 EP =, 52.55 TOG = 53.05 EP = 52.55 TOG = 53.05 EP = 52.35 TOG = 52.85 EP = 51.48 TOG = 51.98 MATCH TO EXISTING EP=52.13 N SEE SHEET C7----'-.., TOW=52.30 BOW=50.00 MATCH TO EXISTING EP = 52.26 TOG = 52.76 CONSTRUCT CB #AA65, TYPE I STA: 8+45.55' - 16.02, FIT (49TH STREET NW) RIM = 49.7r qq. `b IEW=4&.-r4g.tai iG w _ e2_26 . 6 LF SLOPE = 1.67% 6" PVC DOWNSPOUT IE = 48.89 DOWNSPOUT LINE 210 LF SLOPE = 1 % 6" PVC BLD DOWNSPOUT IE = 50.99 W_ N SCALE • • 4• CONSTRUCT 60" TYPE II SDMH STA: 8+36.47 - 35.56, RT (49 M STREET NW) RIM :04 S3,51 (S) IE = u 1 l S.71(w) CONSTRUCT 60" TYPE it SDMH STA: 7+36.42 - 42.56, FIT (49TH STREET NW) RIM = 52.75Y 5 .61 IE = 48.79'4 8.75 fig• 76tw) W3,11 e s) FILL / EXCAVATION QUANTITIES 2,900 CY FILL 350 CY CUT 2,550 CY IMPORT CURVE TABLE CURVE RADIUS LENGTH DELTA C1 10.00 15.71 90°00'00" 02 10.00 15.71 90°00'00" C3 4.00 12.57 180000'00" 4.50 14.14 " C5 2.00 6.28 180000'00" C6 2.00 6.28 180°00'00" C7 2.00 6.28 180000'00" C8 5.00 12.65 144058'39" 9 2.00 5. °26'06" C10 33-00 10. °03'36" Cll 5.00 4.77 54*37'30" C12 5. 0 4.15 '31" 109.23 -1-9rR10" LINE TABLE LINE # LENGTH BEARING L1 10.00 790°00'00"W L2 20.00 N00°00'00"E L3 9.98 S90000'00"W ItTC3 .1 co W " o " °3 z © L w w M z a �n z C.'� � ► y z M z 0 Q- cc cc rr V w w ' _ 3: Q C) U) N C1C 0CL c" 0 .�• o C'b o < O ••� NOC of14 . o I"- Ai o or w ¢ Lu F- 0 o F- z� w o wz cc W W _ +� o co 0 0 < C6 m n`� CV cr7 UC) oo N N Lu W U 0) o _ �� L0 a N N Lu LU u Lu 0 +, Lu > O ° O r. C- Q w � o W R fs, a w U w rr = a o C] U <C z 0 z Q z w Q W w z �m co m cn Cn cn F- z m m mm m N W z o LPL w 0') C:) 0 U) cn cn cn cn cn W W � w w w w w w cr w C3 C3 U3 C3 C3 CD a z M z z m z +x acac¢¢¢¢ W �' S, CC _ _ c3 c') c� c� c� W ww wwww �- _ cn co c1r) �_ N mm N z 0 ¢ Q 11 r oct c ct66 � � Q Q _� 0 CL C3 V 5 5 E5 Q O z w cc cn F- z OC z W 0 Z ¢ 0 cf) z CD L0 'q.P M 04 r z Lu W Ww a z Q a 0 Lu Z z rn U W 0 0 z W 0 LL, RECORD DRAWING CERTIFICATION a z THESE DRAWINGS CONFORM TO THE CONTRACTOR'S a CONSTRUCTION RECORDS. w BY: DATE: Li - a o �} o TITLE/POSITION: { �2 CONFIRMED BY CITY:Z,- DATE: • yt,Y. w �f c� � PROJECT REF: FAC 05-0012 � 0 w W THESE PLANS ARE APPROVED FOR CONFORMANCE WITH Lu THE CITY OF AUBURN'S ENGINEERING DIVISION °C REQUIREMENTS. APPROVED BY: DATE APPROVED: I to CROWN BUILDING A PORTION OF THE NE 1/4 OF THE SE 1/4 OF SECTION 36, TOWNSHIP 22 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON WET TAP EXISTING 8" MAIN USING CONTRACTOR TO LOCATE AND SOLID BODY TAPPING SLEEVE (LONG) ABANDON EXISTING SERVICES INSTALL: AS PER CITY OF AUBURN STANDARDS 1-8"X8" TAPPING TEE (FL) SAWCUT PATCH AS PER AND INSTALL NEW 2" WATER SERVICES 1-8" GATE VALVE (FL X MJ) CITY OF AUBURN STANDARDS TYP CONC. BLOCKING CONTRACTOR TO CONSTRUCT 6" LATERAL EX 8" AC PIPE, CONTRACTOR TO SIDE SEWER AS PER CITY OF AUBURN FIELD VERIFY THE MATERIAL CONSTRUCT 8" DI LASS 52 WL DETAIL: SEWER-02 LENGTH = 43 LF INSTALL 2" PRIOR TO CONSTRUCTION o ❑ WATER SERVICE LINE 1-8" T qE (MJ X FL X FL) �--"----W`---- — 2-8" GATE ALVE (FL X MJ) INSTALL w_ -�—N W--W----------.-W_ 8" WATER LINE ❑ EX $°' AC PIPE 0---rtrra —� —� W IN 0 J Q s~ LJJ CCLJJ Q CC cn m CONTRACTOR TO LOCATE AND ABANDON EXISTING SERVICES AS PER AND IN (PER C N (PE CO NOTES —vU VALVE #4731 _ . __(NRESIDENTTIAL_COLLECTOR) ' ;------- T moo-- - T --___ _ T T r T T CONSTRUCTT6" DI CLAS� ------------------------------------------ ---------------------------- 00 WL LENGTH = 15 LF CITY OF AUBURN STANDARDS STALL NEW 2" WATER LINE NEW Z" WA I EH .G .4` . •. °° e T_4 CONSTRUCT 8" DI CLASS 52 WL LENGTH =14LLF MINIMUM I ARANCE IS 6". IF CLEARANCE IS 6" THEN AN ETHYLENE VINYL ACETATE OR APPROVED EQUAL, PER COA CONSTRUCTION STD 7-08.3(4) MUST BE USED 14 50 EXISTING KIRBY ELECTRIC BUILDING ZONING M1 LINE - 1" IRRIGATION METER a BACK FLOW ASSEMBLY v . DETAIL'A" _ n CONTRACTOR TO ABANDON EXISTING SEPTIC TANK & DRAINFIELD PER KING COUNTY HEALTH DEPARTMENT STANDARDS SIDE SEWER PERMIT REQUIRED PRIOR TO ANY CONSTRUCTION ON SIDE SEWER. PIV = POST INDICATOR VALUE NCTE: CALL UTILITY LOCATE AT 1-800-424-5555 BEFORE PROCEEDING WITH ANY CONSTRUCTION. "FIRE LANE - NO PARKING" SHALL BE POSTED REF AUBURN CITY CODE 10.36.175 PAINT CURB BRIGHT YELLOW COLOR REF AUBURN CITY CODE 10.36.175 IN TURN -AROUND AREA. 0 14+00 13 ♦ 50 13100 12T50 0 12 10 /--FDC T —SEE DETAIL "A" SIDEWALK a i. CLEANOtTT INSTALL FIRE HYDRANT ASSEMBLY PER C.O.A. STANDARD DETAIL WATER-07 CONC. BLOCKING SIZED BY FIRE PROTECTION ENGINEER 1-8" 90° ANGLE (MJ) W/ MEGA LUGS CONC. BLOCKING PROPOSED BUILDING FF = 5 :90 Sa.?o NEW 10.0' SEWER EASEMENT w u') U C3 19 4 M CD 1 CD CD Lu UJ uj M C:)1 L CD z Lu Lo C) z w ILL. w �� CL QCL C/) �z Uw u-, w 0,6 06 1 _ 3 ¢ cr w L) Cn o o y aC W L a F- W ti F— o C!) Q , : N o p � w 0 0 1F�--11 w o w w _ C.r:) Wx� 44 m m m U cm C+� y 2!' ' CD c CD U o _ LnU U �� +-' z z a�C) 1�° L0 G4 a G4 U 0 Q e ". !IF act FIRE SPRINKLER NOTE SPRINKLER SYSTEMS SHALL MEET THE FOLLOWING REQUIREMENTS: A. FIRE LINE TO BE SIZED BY FIRE PROTECTION ENGINEER. B. BACKFLOW PROTECTION IS REQUIRED ON FIRE SPRINKLER LINES Ov m m m m m m m C. A SEPARATE DETAILED PLAN OF THE UNDERGROUND FIRE SPRINKLER LINE SHALL BE APPROVED BY THE FIRE co MARSHAL AND INSTALLED BYA WASHINGTON STATE CERTIFIED LEVEL "U" CONTRACTOR IN ACCORDANCE WITH WAC 212-80-010. A POST INDICATOR VALVE WILL BE INSTALLED ON A SPRINKLER LINE TO ISOLATE THE SYSTEM FROM THE CITYS WATER SYSTEM WHEN REQUIRED FOR REPAIR, CROSSING NOTES C/) � � CIO Q 1) FOR CROSSINGS WITH LESS THAN 12 INCH (18 INCH FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION. A 3 INCH X 48 INCH X 108 INCH SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH ua w Uzi PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. SEWER AND WATER CROSSINGS SHALL m z z Z MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN C 1-9.1.4. � Zl 4 -1 2) AT WATER CROSSINGS WITH STORM LINES, DEPTH OF COVER OVER THE WATER MAIN MAYBE REDUCED TO 36 INCH J z z z z w I - AS NECESSARY. .� m m m m m > > Z 3) ANY UTILITIES THAT CROSS THE TELEPHONE LINE MUST HAVE AT LEAST 12 INCH OF SEPARATION. CONTRACTOR IS W - - u- u- u- u- TO FIELD VERIFY LOCATION OF TELEPHONE FACIL17Y PRIOR TO ANY WORK ON ANY FACILITY WHICH WILL CROSS THE 6 0 0 0 0 0 0 TELEPHONE LINE. E5E5 CROSS CONNECTION NOTES N SCALE 0' 20' 40' FINISHED GROUND LINE W ?a a w M o 8" DI CLASS CLASS 52 WL PACK W/ SAND ETHAFOAM 220 Ul'ILIW LINE C'SSING DETAIL BACK FLOW PREVENTION DEVICES SHALL MEET THE FOLLOWING REQUIREMENTS.- w 1) INSTALLATION OF BACKFLOW PREVENTION ASSEMBLIES SHALL COMPLY WITH THE CITY'S TECHNICAL MEMO Q INSTALLATION REQUIREMENTS FOR BACKFLOW PREVENTION ASSEMBLIES. 0 2) INSTALLATION OF BACKFLOW PREVENTION ASSEMBLIES WILL REQUIRE A BACKFLOW ASSEMBLY PLUMBING PERMIT. C*� co U") v co N r Z 3) BACKFLOW PREVENTION ASSEMBLIES SHALL BE ON THE CURRENT WASHINGTON STATE DEPARTMENT OF HEALTH LIST OF APPROVED BACKFLOW ASSEMBLIES. 4) BACKFLOW PREVENTION ASSEMBLIES SHALL BE TESTED BYA STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AND INSPECTED BYA CITY OF AUBURN CROSS CONNECTION CONTROL SPECIALIST. 5) PRIOR TO INSTALLATION, BACKFLOW PREVENTION ASSEMBLY PLANS SHALL BE SUBMITTED TO THE CITY FOR APPROVAL BYA CROSS CONNECTION CONTROL SPECIALIST. PREVENTING REVERSE FLOW PRIOR TO BEGINNING THE WATER MAIN INSTALLATION THE CONTRACTOR SHALL PREPARE A PLAN SHOWING THE Lu W w z y w z � cr) o ��L w V..j C)C)LLJ < CV w a o 0,6 � ` ^ V J ' ^ 0 �! w = LM N occc LLJ cn N Q� m z C:) Q C) 0 O= t INTENDED METHOD, IN DETAIL, THAT WILL BE INCORPORATED TO INSURE THE PREVENTION OF REVERSE FLOWS FROM RECORD DRAWING CERTIFICATION ENTERING THE EXISTING DISTRIBUTION SYSTEM. THE PLAN SHALL MEET THE REQUIREMENT OF WAC 246-290-490. THESE DRAWINGS CONFORM TO THE CONTRACTOR'S THE CONTRACTOR SHALL CONSIDER THIS PLAN AS A SUBMITTAL, AND SUBMIT IT PER THE SPECIFICATIONS PROVIDED CONSTRUCTION RECORDS. IN SECTION 1-06 (SUBMITTALS). THE ENGINEER MUSTAPPROVE THIS PLAN PRIOR TO THE CONTRACTOR STARTING WORK ON THE WATER MAIN. BY: DATE: ?" _2q- t% FIRE LANES TITLE/POSITION: CL ;��• 5� DIMENSIONS, FIRE APPARATUS ROADS SHALL HAVE AN UNOBSTRUCTED WIDTH OF NOT LESS THAN 20 FEET CONFIRMED BY CITY: DATE: k EXCEPT FOR APPROVED SECURITY GATES IN ACCORDANCE WITH SECTION 503.6, AND AN UNOBSTRUCTED VERTICAL CLEARANCE OF 13 FEET 6 INCHES. (INTERNATIONAL FIRE CODE 503.2.1) PROJECT REF: FAC 05-0012 MARKING, WHERE REQUIRED BY THE FIRE CODE OFFICIAL, APPROVED SIGNS OR OTHER APPROVED NOTICES SHALL THESE PLANS ARE APPROVED FOR CONFORMANCE WITH BE PROVIDED FOR FIRE APPARATUS ROADS TO IDENTIFY SUCH ROADS OR PROHIBIT THE OBSTRUCTION THEREOF. THE CITY OF AUBURN'S ENGINEERING DIVISION SIGNS OF NOTICES SHALL BE MAINTAINED IN A CLEAN AND LEGIBLE CONDITION AT ALL TIMES AND BE REPLACED OR REPAIRED WHEN NECESSARY TO PROVIDE ADEQUATE VISIBILITY. (INTERNATIONAL FIRE CODE 503.3) REQUIREMENTS. DEVELOPMENTS WITH A 28-FOOT ROAD WIDTHS WILL REQUIRE ONE SIDE TO BE POSTED AS "NO PARKING" SIGNS, APPROVED BY: 20-FOOT ROADS REQUIRE POSTING ON BOTH SIDES. FIRE LANES WILL BE POSTED IN ACCORDANCE WITH AUBURN CITY CODE 10.36.175 DATE APPROVED: 24"0 SOLID LOCKING LID W/ 38"0 MANHOLE RISER ACCESS, TYP 00000000 0 SEE STRUCTURAL PLANS FOR LADDER AND STEPS DETAIL RIM 52.75 12" RISER TOP = 51.62 1" ORFC I E = 51.49 2.25" ORFC IE= 50.99 IE" CAP WITH 1" ORIFICE — 18" MIN 4' J U F- ry >' HORIZONTAL d 0 i I II I I I I 1 I WET POND EL = 48.48 6" BAFFLE WALL -� 100 YR DWL = 51.61 LIVE STORAGE DEAD STORAGE EPSON 68' SECTION "A" CROWN BUILDING A PORTION OF THE NE 1/4 OF THE SE 1/4 OF SECTION 36, TOWNSHIP 22 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON 2 X 1 10 LF 36" DIA ADS - N12 IB WT @ 0.10% mI- 60" TYPE II SDMH DETENTION AND OUTLET STRUCTURE* STA (49TH): 7+30.47, 34.78' RT IE 48.79 60" TYPE II SDMH STA (49TH): 8+36.42 - 42.56' RT W/24" 0 SOLID LOCKING LID (TYP) 6" LATERAL SIDE SEWER AS PER CITY OF AUBURN DETAIL: SEWER-02 IE 41.03 4" ORIFICE @IE=49.48� EL = 48.48 CAP WITH 1" ORIFICE SEE STRUCTURAL ENGINEERING PLANS FOR VAULT DESIGN II I I I I I I �I [DETENTION TANK CROSS SECTION *SEE CITY OF AUBURN STANDARD DETAIL: STORM FOR MULTIPLE ORIFICE CONTROL STRUCTURE NOTE: CALL UTILITY LOCATE AT 1-800-424-5555 BEFORE PROCEEDING WITH ANY CONSTRUCTION. SECTION "C" -02 RIM 52.75 EL = 52.35 (P EL = 51.35 49.85' (TOP OF PIPE) EL = 46.98 4' -T 1 a tY > HORIZONTAL 0' 0' 4' CURB AND 55 GUTTER MATCH EXISTING-- ` 50 45 SECTION "B" VAULT STORAGE _TABLE DESIGNED ELEVATIONS DESIGNED VOLUMES (CF) REQUIRED VOLUMES (CF) AS -BUILT AS -BUILT ELEVATIONS VOLUMES (CF) FREE BOARD 49.67 - 50.35 924.5 680.0 50.3 :24 LIVE STORAGE 48.48 - 49.67 1,618.4 1,618.4 41.41 I (01s DEAD STORAGE 45.48 - 48.48 4,200.0 1,703.0 y - oo • p SEDIMENT STORAGE 44.73 - 45.48 1,360.0 1,360.0 '73- 1 O. TOTAL VOLUME 8,102.9 5,361.4 PROPSED BUILDING FF = 53.00 I SECTION I'D'° CURB AND CONSTRUCT CB CONSTRUCT CB GUTTER RIM RIMfi•7 -� 55 MATCH EMSTIi 50 MATCH EXISTING 50 45 SECTION "Ell 4' J U H > HORIZONTAL ■ o is 55 DRIVEWAY CURB AND GUTTER AT DRIVEWAY f— MATCH EXISTING CE OF EXISTING ROAD 50 45 CCD4 0 CD� u z o w cn 1 w 4=1 z U") r CD Z u; w O I �' cz J F- cc Q Co w Lu W �u z F... _ Q ooc Lu z cn o a R W a_ z 1 � a 1Cj;• N • • N O w Q •� • ti X Z ••( • w z 0 I w 0 a_ W � a_ w W� CD Q z V Vl ~ LO F- OC O O N C/� Cn W WF� •1 ,, y. O� m �- m m 4 V � � � Z U CN � m cc C �+ 00 N N Z~ Lul o W C U ) ON CT o Q�' a 4_j 3: a N N u 0 uj a U 01 V +- z z w �c CD O a� o I~ c� c.0 oc O cn ¢ w o �T. U o o Q z 0 z 0 CD a L LJ an cn cn cn cn cn cn i- I— T � m m m m m m m I Z WLi- Z O L U- m LJ O a cn cn cn cf) cn U) LU LU 0 Luau wwww CD CD CD CD CD CD Q Z Z Z z Z Z TT U CD U U C) C=) � V, _ ,zzzzzz z oc) pl J J J J J J CD MM I La mmmmmm `'^, Z Z Z uj Jmacmmocm Y C.0 N Q _ � = m z mmmmmm CV o Tm � � � Q Q Q Q Q" 00 j000000 ?� Lu CAM• 0 Q z Co Ln � cn N .— z LL- w cr 0 = WCD w a s ZQcc C 0 W Z O7Cn 80' C 3 0 Lu RECORD DRAWING CERTIFICATION 0 z THESE DRAWINGS CONFORM TO THE CONTRACTOR'S a CONSTRUCTION REC RDS. z BY: DATE: Y> ".Lu xi' C�(o cD 0 TITLE/POSITION: CONFIRMED BY CITY: DATE:Lu z ! PROJECT REF: FAC 05-00 U- 7 � 0 w cn THESE PLANS ARE APPROVED FOR CONFORMANCE WITH , THE CITY OF AUBURN'S ENGINEERING DIVISION cc REQUIREMENTS. APPROVED BY: --ZPI DATE APPROVED: �} GENERAL NOTES DESIGN CRITERIA A. DESIGN OF THE SEGMENTAL RETAINING WALL IS BASED ON SOILS REPORT NO. BY DATED THE FOLLOWING DESIGN VALUES WERE USED: INTERNAL ANGLE OF FRICTION FOR RETAINED SOIL = 30• UNIT WEIGHT OF SOIL = 125 pcf MAXIMUM WALL HEIGHT = 9.33 FEET BATTER OF WALL = 4.5• BACKFILL SLOPE = LEVEL UNIFORM SURCHARGE = 250 PSF TRAFFIC COURSES BURIED = 2 MIN SOILS CRITERIA SHALL BE VERIFIED WITH THE GEOTECHNICAL ENGINEER OF RECORD PRIOR TO CONSTRUCTION OF THE WALLS, SUBGRADE PREPARATION, DRAINAGE PROVISONS AND OTHER RELEVANT SOIL CONSIDERATIONS SHALL BE IN ACCORDANCE WITH THE PROJECT SOILS REPORT. B. SPECIAL INSPECTION IS REQUIRED FOR THE CONSTRUCTION OF THE SEGMENTAL RETAINING WALLS. INSPECTIONS SHALL BE PERFORMED EITHER BY THE GEOTECHNICAL ENGINEER OF RECORD OR BY A QUALIFIED TESTING LABORATORY WITH EXPERIENCE IN THIS TYPE OF CONSTRUCTION. SEGMENTAL RETAINING WALL UNITS (SRW) A. SRW UNITS SHALL BE MACHINE FORMED CONCRETE BLOCKS SPECIFICALLY DESIGNED FOR RETAINING WALL APPLICATIONS. B. SRW UNITS SHALL MEET THE FOLLOWING STRUCTURAL REQUIREMENTS: 1. SRW UNITS SHALL BE MUTUAL MATERIALS "CORNERSTONE" R-100 AND R-50 BLOCKS OR ENGINEER APPROVED EQUAL. APPROVAL FOR SUBSTITUTIONS MUST BE OBTAINED FROM THE ENGINEER OF RECORD IN WRITING PRIOR TO CONSTRUCTION OF THE WALL. 2, CONCRETE USED TO MANUFACTURE SRW UNITS SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI IN ACCORDANCE WITH ASTM C 90. THE CONCRETE SHALL HAVE ADEQUATE FREEZE/THAW PROTECTION WITH A MAXIMUM MOISTURE ABSORPTION RATE, BY WEIGHT, OF: I) 8% IN SOUTHERN CLIMATES; OR II) 6% IN NORTHERN CLIMATES 3. SRW UNITS MOLDED DIMENSIONS SHALL NOT DIFFER MORE THAN ±1 /8 INCH FROM THAT SPECIFIED, EXCEPT HEIGHT WHICH SHALL BE ±1 /16 INCH. C. SRW UNITS SHALL MEET THE FOLLOWING CONSTRUCTIBILITY AND GEOMETRIC REQUIREMENTS: 1. UNITS SHALL BE CAPABLE OF ATTAINING CONCAVE AND CONVEX CURVES. 2. UNITS SHALL BE POSITIVELY ENGAGED TO THE UNIT BELOW SO AS TO PROVIDE A MINIMUM OF 3/32 INCH HORIZONTAL -SETBACK PER VERTICAL FOOT OF WALL HEIGHT. TRUE VERTICAL STACKED UNITS WILL NOT BE PERMITTED. LEVELING PAD AND UNIT FILL MATERIAL A. MATERIAL FOR FOOTING SHALL CONSIST OF COMPACTED SAND OR GRAVEL AND SHALL BE A MINIMUM OF 6 INCHES IN DEPTH. B. FILL FOR UNITS SHALL BE THE FREE DRAINING GRAVEL OR DRAINAGE FILL. C. DO NOT RUN MECHANICAL VIBRATING PLATE COMPACTORS ON TOP OF THE UNITS. COMPACT UNIT FILL BY RUNNING HAND- OPERATING- COMPACTION EQUIPMENT JUST BEHIND UNIT. COMPACT TO MINIMUM 95% STANDARD PROCTOR DENSITY (ASTM D 698) OR 90% OF MODIFIED PROCTOR DENSITY (ASTM D 1557). DRAINAGE AGGREGATE A. DRAINAGE LAYER MATERIALS SHALL BE CRUSHED ROCK OR CRUSHED CONCRETE ROCK MATERIAL RANGING BETWEEN 4 AND 2 INCHES IN SIZE AND FREE OF ORGANICS, WITH LESS THAN 5% FINES (SILT AND CLAY PARTICLES PASSING THE NO. 200 MESH SIEVE). INFILL SOIL - (REINFORCED SOIL ZONE) A. THE INFILL SOIL MATERIAL SHALL BE FREE OF DEBRIS AND CONSIST OF EITHER OF THE FOLLOWING INORGANIC SOIL TYPES ACCORDING TO THEIR USCS DESIGNATIONS (GP, GW, SW, SP, SM, ML, CL). THE MAXIMUM PARTICLE SIZE SHALL BE 4 INCHES. THERE SHALL BE LESS THAN 20% BY WEIGHT OF PARTICLES GREATER THAN 1 1 /2 INCHES MAXIMUM 60% BY WEIGHT PASSING THE #200 SIEVE AND PI<20. B. THE INFILL SOIL SHALL BE COMPACTED IN MAXIMUM 8 INCHES COMPACTED LIFTS TO THE FOLLOWING MINIMUM DENSITIES (PERCENTAGE OF THE MAXIMUM STANDARD PROCTOR) (ASTM D 698); 1) FINE GRAINED (ML-CL, SC, SM) SOILS TO A MINIMUM OF 95% II) COARSE GRAINED (GP, GW, SW, SP) SOILS TO A MINIMUM OF 98% NOTE. _ CALL. UTILITY LQCA TE A 11- M - 424- 5555 _BEFDRE PROCEEDWO IMTH ANY CCNVSTRUC710N. A PORTION OF THE NE 1/4 OF THE SE 1/4 OF SECTION 36, TOWNSHIP 22 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON C. A SAMPLE OF THE INFILL MATERIAL SHALL BE PROVIDED TO THE GEOTECHNICAL ENGINEER OF RECORD FOR APPROVAL PRIOR TO IMPORTING THE MATERIAL. COMMON BACKFILL A. SOIL PLACED BEHIND THE INFILL CAN BE ANY INORGANIC SOIL WITH A LIQUID LIMIT LESS THAN 50 AND PLASTICITY INDEX LESS THAN 30, OR AS DIRECTED BY THE SOILS ENGINEER. B. BACKFILL SHALL BE COMPACTED TO A MINIMUM 90%.OF MAXIMUM STANDARD PROCTOR DENSITY (ASTM D 698). LEVELING PAD CONSTRUCTION A. LEVELING PAD SHALL BE PLACED AS SHOWN ON THE CONSTRUCTION DETAILS WITH A MINIMUM THICKNESS OF 6 INCHES. B. FOUNDATION SOIL SHALL BE PROOFROLLED AND COMPACTED TO 90% OF STANDARD PROCTOR DENSITY PER SOILS REPORT. C. SOIL LEVELING PAD MATERIAL SHALL BE COMPACTED TO PROVIDE A LEVEL HARD SURFACE ON WHICH TO PLACE THE FIRST COURSE OF UNITS. COMPACTION WILL BE WITH MECHANICAL PLATE COMPACTORS TO 90% OF MAXIMUM PROCTOR DENSITY PER SOILS REPORT. D. LEVELING PAD SHALL BE PREPARED TO INSURE INTIMATE CONTACT OF RETAINING WALL UNIT WITH PAD. FILL PLACEMENT OVER GEOSYNTHETIC REINFORCEMENT A. REINFORCED WALL FILL MATERIAL SHALL BE PLACED IN MAXIMUM 8 INCH COMPACTED LIFTS ON THE GEOSYNTHETIC REINFORCEMENT. B. THE GEOSYNTHETIC REINFORCEMENT SHALL BE PRETENSIONED BY HAND TO REMOVE WRINKLES. TENSIONING IS USUALLY FACILITATED BY THE USE OF STEEL RAKES. APPLY CONSTANT TENSION TO EACH SECTION OF GEOSYNTHETIC REINFORCEMENT UNTIL SOIL FILL HAS BEEN PLACED. SOIL FILL SHALL BE PLACED, SPREAD, AND COMPACTED IN SUCH A MANNER THAT PREVENTS THE DEVELOPMENT OF WRINKLES AND/OR MOVEMENT OF THE GEOSYNTHETIC REINFORCEMENT. C. ONLY HAND -OPERATED COMPACTION EQUIPMENT SHALL BE ALLOWED WITHIN 3 FEET OF THE FRONT OF WALL FACE. D. IF POSSIBLE, SOIL FILL SHALL BE PLACED FROM THE WALL FACE OUTWARD TO ENSURE THAT THE GEOSYNTHETIC REINFORCEMENT REMAINS TAUT. SOIL SHALL BE PLACED IN UNIFORM LIFTS. E. TRACKED CONSTRUCTION EQUIPMENT SHALL NOT BE OPERATED DIRECTLY ON THE GEOSYNTHETIC REINFORCEMENT. A MINIMUM FILL THICKNESS OF 8 INCHES IS REQUIRED PRIOR TO OPERATION OF TRACKED VEHICLES OVER THE GEOSYNTHETIC REINFORCEMENT. TURNING OF TRACKED VEHICLES SHOULD BE KEPT TO A M4N4MUM TO PREVENT TRACKS FROM DISPLACING THE FILL AND DAMAGING THE GEOSYNTHETIC REINFORCEMENT. F. IF IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, RUBBER -TIRED EQUIPMENT MAY PASS OVER THE GEOSYNTHETIC REINFORCEMENT AT SLOW SPEEDS, LESS THAN 10 MPH, SEGMENTAL UNIT INSTALLATION SUDDEN BRAKING AND SHARP TURNING SHALL BE AVOIDED. A. FIRST COURSE OF SRW UNITS SHALL BE PLACED ON THE BEARING PAD. THE UNITS SHALL BE G. SURFACE DRAINAGE DURING, AND AFTER CONSTRUCTION OF THE WALL SHALL BE PROVIDED TO CHECKED FOR LEVEL AND ALIGNMENT. THE FIRST COURSE IS THE MOST IMPORTANT TO MINIMIZE WATER INFILTRATION IN THE REINFORCED SOIL ZONE. INSURE ACCURATE AND ACCEPTABLE RESULTS. B. INSURE THAT UNITS ARE IN FULL CONTACT WITH BASE. C. UNITS ARE PLACED SIDE BY SIDE FOR FULL LENGTH OF STRAIGHT WALL ALIGNMENT. ALIGNMENT MAY BE DONE BY MEANS OF A STRING LINE OR OFFSET FROM BASE LINE TO A MOLDED FINISHED FACE OF THE SRW UNIT. ADJUST UNIT SPACING FOR CURVED SECTIONS ACCORDING TO MANUFACTURER'S RECOMMENDATION. D. INSTALL SHEAR CONNECTORS (IF APPLICABLE). E. PLACE UNIT FILL (IF APPLICABLE). F. PLACE AND COMPACT FILL BEHIND AND WITHIN UNITS. G. CLEAN ALL EXCESS DEBRIS FORM TOP OF UNITS AND INSTALL NEXT COURSE. ENSURE EACH COURSE IS COMPLETELY FILLED PRIOR TO PROCEEDING TO NEXT COURSE. H. LAY EACH SUCCESSIVE COURSE ENSURING THAT SHEAR CONNECTORS ARE ENGAGED. CAP UNIT - USE MANUFACTURER SPECIFIED ADHESIVE TO BOND CAP TO UNIT BELOW "CORNERSTONE" R-100 — RETAINING WALL UNITS I. REPEAT PROCEDURES TO THE EXTENT OF THE WALL HEIGHT. SHEAR KNOBS ON BOTTOM of SRW UNIT SHALL ENGAGE J. UPPERMOST ROW OF SRW UNITS OR CAPS SHALL BE GLUED TO UNDERLYING UNITS WITH AN GEOSYN T PULL REINF, TAUT B NF• BEFORE ADHESIVE, AS RECOMMENDED BY THE MANUFACTURER. PLACING BACKFILL ' 4.5` WALL GEOSYNTHETIC REINFORCEMENT INSTALLATION 104 BATTER IN 12*0 MIN A. GEOSYNTHETIC REINFORCEMENT SHALL BE TENSAR "UXMESA3" OR ENGINEERING APPROVED EQUAL. FINISH GRADE PER CIVIL DWGS M A � s, B. THE GEOSYNTHETIC REINFORCEMENT SHALL BE INSTALLED AT THE WALL HEIGHT, HORIZONTAL LOCATION, AND TO THE EXTENT AS SHOWN ON THE WALL ELEVATIONS ON SHEET S2. •, F,7 I oQo C. THE GEOSYNTHETIC REINFORCEMENT SHALL BE LAID HORIZONTALLY ON COMPACTED INFILL AND r CONNECTED TO THE CONCRETE SRW UNITS PER MANUFACTURERS RECOMMENDATIONS. DATUM ELEV BOTTOM o D. CORRECT ORIENTATION (ROLL DIRECTION) OF THE GEOSYNTHETIC REINFORCEMENT SHALL BE OF WALL. ►� • s VERIFIED BY THE CONTRACTOR. BACKFILL & COMPACT E. PLACE SEGMENTAL UNIT AND FILL IN ACCORDANCE WITH SECTION ABOVE - SEGMENTAL B FRONT OF WALL BEFORE BUILDING WALL RETAINING WALL UNITS. F. THE GEOSYNTHETIC REINFORCEMENT SHALL BE PULLED TAUT AND FREE OF WRINKLES PRIOR TO PLACEMENT OF SOIL FILL. G. THE PROCEDURE FOR TENSIONING GEOSYNTHETIC REINFORCEMENT SHALL BE UNIFORM THROUGHOUT WALL LENGTH AND HEIGHT. H. OVERLAPS: 1. OVERLAP OF THE GEOSYNTHETIC REINFORCEMENT IN THE DESIGN STRENGTH DIRECTION WILL NOT BE PERMITTED (EXCEPT AT CORNERS AS SHOWN ON CONSTRUCTION DETAILS). THE DESIGN STRENGTH DIRECTION IS THAT LENGTH OF GEOSYNTHETIC REINFORCEMENT PERPENDICULAR TO THE WALL FACE AND SHALL BE ONE CONTINUOUS PIECE OF MATERIAL. 2. IF REQUIRED, OVERLAPS OF ADJACENT ROLLS SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOVMEN-DATCONS- GEOSYNTH-ETIC REINFORCEVENT WILL K CONTINUOUS THROUGHOUT WALL LENGTH, EXCEPT FOR CURVES; SEE DRAWINGS. M Im Cn H W0 J < Z W ~ J � U Q 06 12" MIN IMPERVIOUS MATERIAL ASPHALT GRADE PER CIVIL DWGS COMPACTED REINFORCED SOIL ZONE (SEE GENERAL NOTES) COMPACTED COMMON BACKFILL (SEE GENERAL NOTES) QEDi FRON' ' ' L. FACE WALU • • OF ., •. \,—RETAINED SOIL d �• • Q GEOSYNTHETIC REINFORCEMENT SEE WALL ELEVATIONS FOR :. LENGTH & PLACEMENT 0 A Ci 3/8"-PLUS CRUSHED ROCK FILL CORES & VOIDS OF SRW UNITS & V-0" BEHIND TAILS OF UNITS PROVIDE DRAINAGE PIPE AS REQUIRED (SEE DESIGN STD 5.04.1.3) NOTE: SHEAR LUGS ON THE BOTTOM UNIT MAY RE REMOVED FOR LEVELING (EXCEPT ® LOCATIONS WHERE GEOGRID IS REQUIRED SEE WALL ELEVATIONS ON SHEET S2) COMPACTED 3/4"-CLEAR CRUSHED ROCK ® LEVELING PAD TYPICAL SEGMENTAL RETAINING WAIL SECTION AZS3 3,/4" = 1'-0" r- c-D I J LLt r 0 0 � I? I? F+U�m�o W�c Ual M c� o C4 O r. r CD o c► e*.., o U U r- a WU. _ U. LJ cy) 0 WU)U)WWcn LLJ W —3 cr azs Fr- cam► v00Q W ca 0 0 0 c, Cl © rr c L�ct� cr. Z E gIi 05 in �wc 3E3ESE327:55 w a r r z CO 61) '•t Vj 04 Q W u.j fi Ca RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE Ct;MTPIA�iOR'g CONSTRUCTION RE BY: ) "V!DS. � DATE: V,244-0(0 TITLE/POSITION: 3 6 cornm ey CI"frP DATE:„&.; ► PROJECT REF: FAC 05-0012 � 6 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF REQUIREMENTS. APPROVED BY: DATE APPROVED: :_7 ab� GENERAL NOTE 3 1 2 CODE: INTERNATIONAL BUILDING CODE -- 2003 EDI11ON 8G -4 ALL ASTM's CALLED OUT ARE TO BE THE LATEST EDITION LIVE LOADS 8" 33'-G" FLOOR ........ LIVE LOAD - H2O DEAD LOAD - 12" MIN TO 16" MAX SOIL 3" 3" SEISMIC ZONE ... SITE CLASS " D" SEISMIC USE GROUP I IE = 1.0 ILL rr SIDS = 1.0 3 z R = 4.5 (SEE TABLE 1617.6.2) o FOUNDATION � o B/S2 C/S2 UPON SOILS REPORT NO. 00006-019 BY SPEARS ENGINEERING & FOUNDATION DESIGN WAS BASED 0 �o UAA 9 u N X w <rn< z �� U 3 n co 0o lwa 10 to z �W t < 'Z G J Lc)=)0av (g . ___ w w I.E. 48.48 OC � F J bb 56 OUTLET o p�h N N m � U A/S2 low low °° UNLESS NOTED OTHERWISE, COVER TO MAIN REINFORCEMENT TO BE: BOTTOM OF FOOTINGS ................. 3 INCHES IL �,1d N�Si W LE. 48.48 ,� 3 ~ id1S �, �j FORMED SURFACES WEATHER &EARTH FACE ... 1 1/2 INCHES C/g2 B/S2 ... INTERIOR FACE ......... 3/4 INCHES 2 104 o (,j U MISCELLANEOUS STEEL. MISCELLANEOUS STEEL SHALL CONFORM TO ASTM A-36 (fy=36,000 PSI). WELDS NOT SPECIFIED o SHALL BE 1/4" CONTINUOUS FILLET MINIMUM. ALL WELDS TO BE BY WABO CERTIFIED WELDERS -- N USE FRESH E70 ELECTRODES. MISCELLANEOUS HANGERS TO BE SIMPSON OR I.C.B.O. APPROVED EQUAL. NAIL ALL HOLES WITH NAILS AS SPECIFIED BY MANUFACTURER UNLESS NOTED OTHERWISE ON DRAWINGS. MACHINE BOLTS TO BE A-307. ANCHOR BOLTS INTO CONCRETE SHALL HAVE J MINIMUM EMBEDMENT PER IBC TABLE 1912.2. IN SLOP DRAWINGS Z SUBMIT THREE SETS OF SHOP DRAWINGS TO THE ENGINEER AND ONE SET TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION FOR: Z REINFORCING STEEL, MISC. STEEL &HOLLOW CORE SLAB PANELS. FOUNDATION U N D A T� ®► N PLAN ,i4- . ,�.Q- Z Z Ir���Ecrcl� � �-- IN,PECTTONS ARE TO BE PER IBC CHAPTER 17 AND ARE TO BE BY AN INDEPENDENT TESTING ",� jPROVED PRIOR TO STARTING CONSTRUCTION BY THE ARCHITECT. O. FOUNDATION: INSPECT FOOTINGS, GRADE BEAMS, SLABS ON GRADE AND EXCAVATIONS JUST co PRIOR TO CONCRETE PLACEMENT TO INSURE MATERIAL IS DRY AND DENSE. M Z CONCRETE CYLINDERS PER IBC CHAPTER 1704. VERIFY SLUMP. 1 2 CONCRETE: TAKE CO O `:j 6a'-4" REINFORCING: VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH APPROVED PLANS. CHECK FOR REQUIRED COVER, SIZE AND GRADE. 8„ 34'-0" 34'-0" " SPECIAL C:CNDITIONS ,'i► Q I"� ' W CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD OF ANY UNUSUAL OR UNSAFE CONDITIONS WHICH ARE DISCOVERED DURING CONSTRUCTION. SOME DETAILS WERE BASED UPON ASSUMED CONDITIONS SINCE THEY WERE NOT CLEARLY SHOWN ON ORIGINAL DRAWINGS. ANY DISCREPANCIES BETWEEN OUR DETAILS AND ACTUAL CONDITIONS SHOULD BE CALLED TO OUR �• ATTENTION PRIOR TO CONTINUATION OF WORK. CONTRACTOR SHALL VERIFY ALL DIMENSIONS INr FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. H/S2 B/92 C/S2 241 CLEAR ACCESS may, 4 W s . A I-- a cc"Im IL ff lz GEIML.;.RA L S D/S2 W CD cn Z I.E. 48.48 J Z J G/S2 OUTLET W �.... o N N Q A/S2 o J A/S2 cn = v♦Lu W �-- O D G/S2 O LIL 0 p D D D D z W p D p D/S2 p D p D tt D -- — — — — ]I- — — — — --- -- ----- — — — — � PROJECT 05055 I.E . • 48.48 C/S2 24" � CLEAR ACCESS B/S2 H/92 DR N�27/05 12 1/2" HOLLOW CORE SLAB MGM ��i/ (20 FT SPANI BY CONCRETE RECORD DRAWING CERTIFICATION PROJECT REF: FAC 05-0012 CHM, PT TECHNOLOGY OR APPROVED EQUAL THESE DRAWINGS CONFORM TO THE CONTRACTOR'S THESE PLANS ARE APPROVED FOR CONFORMANCE WITH CONSTRU TION RECORDS. ' THE CITY OF AUBURN'S ENGINEERING DIVISION X� BY k DATE: 2 p REQUIREMENTS. APPROVED BY: U TT'3 TITLE/POSiTION:?irGli u IRV 1 V CONFIRMED BY CITY: DATE: DATE APPROVED: C-1 Sl TOFF SLAB PLAN. 1/4-■1'-00 OF cam► TECHNICAL SERVICES DATED MARCH 5, 2001. THE FOLLOWING VALUES WERE USED: FOOTING BEARING PRESSURE: .. 2000 PSF ON DENSE NATIVE MATERIAL OR COMPACTED STRUCTURAL FILL (33% INCREASE FOR WIND OR SEISMIC) LATERAL EARTH PRESSURE: ... 35 PCF EQUIVALENT FLUID PRESSURE ACTIVE - UNRESTRAINED) 50 PCF EQUIVALENT FLUID PRESSURE ACTIVE - RESTRAINED) 300 PCF EQUIVALENT FLUID PRESSURE (PASSIVE) COEFFICIENT OF FRICTION: ... 0.35 ALL EXTERIOR FOOTINGS SHALL BE A MINIMUM OF 1'-6" BELOW FINISH GRADE. SLABS AND FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR STRUCTURAL FILL COMPACTED TO 95% MAXIMUM DRY DENSITY PER ASTM D-1557 AS RECOMMENDED IN SOILS REPORT. CONTRACTOR SHALL PROVIDE PERMANENT POSITIVE DRAINAGE OF BUILDING PERIMETER. ALL SITE PREPARATION AND 8" C.I.P. WALL GRADING SHALL BE DONE IN ACCORDANCE WITH SOILS REPORT. HOLLOW CORE TOP SLAB PANELS ALL CONCRETE HOLLOW CORE DESIGN PER CTC ENGINEERING OR APPROVED EQUAL & FABRICATION PER THE ABOVE REFERENCED DESIGN LOADS. 2'-0" CONT FTG CONCRETE f c=4000 PSI FOR RETAINING WALLS & SLABS ON GRADE ULTIMATE STRENGTH DESIGN METHOD USED. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE IBC AND ACI CODE 318. PROPORTIONING OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE A/S2 MIX WITH 5" MAXIMUM SLUMP WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. FOR ADMIXTURES, SEE SPECIFICATIONS. 1/2" CHAMFER ALL EXPOSED EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. WATER CURING SHALL BE USED. AIR ENTRAIN ALL CONCRETE EXPOSED TO WEATHER WITH 3% TO 6% AIR BY VOLUME. REINFORCING STEEL ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615, GRADE 60 (fy=60,000 psi) EXCEPT ALL #4 SLAB DOWELS SHALL BE GRADE 40 (fy=40,000 psi). LAP CONTINUOUS REINFORCING BARS 30 BAR DIAMETERS, 1'-7" MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS (1'-7" BEND) WILL BE PROVIDED FOR ALL HORIZONTAL REINF. DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES WELDED WIRE FABRIC (WWF) TO CONFORM WITH ASTM A185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS. � co N — -- — — ——— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — EL 44.73 11 I l 6" BAFFLE WALL I EL 44.23 EL 44.23 I — — —EL47—------------- EL 44.73 EL 44.73 I I o'I I N �1 I I EL 44.23 EL 44.23 I I I l' I I I EL44.73 EL 44.75 --- !--------------------- ---------------- I I 8" SLAB ON GRADE W/ #5 0 10"o.c. LONG WAY & #6 0 10"o.c. SHORT WAY 0 CL, OF SLAB I i F S2 I � EL 44.73 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J C) N, co 0i 1-1 (U NOTE: DO hQj BACKFILL VAULT i I WALLS UNTIL HOLLOW CORE 2 SLABS ARE IN PLACE & CURED 3 A B FOR 3 DAYS i } I 24" 0 SOLID LOCKING LID W/ MANHOLE RISER 3 z SLOPE ACCESS. TYP a �_ _� > SEE CIVIL] lu� II— 1 I Iw , i,,.l— — POW I ,. —II—III_It— I EL 50.35 r0ool 0( o 0000 oo 0 0 00 0 Oo 0 oo 0000 0000 o o0 0 0 EL 50.35 ;: 6 BAFFLE 0 EL 48.48 LADDER 5 STEPS — 6" BAFFLE WALL DTL 0 S2 OPP EL 48.48 }— — D `T' N R 8 :: PER DTL J/S2. TYP DT W S2 TL H S2 OPP • Z LL ® V EL 44.73 SLOPE BOTTOM SLOPE BOTTOM - �' SEE PLAN SEE PLANT-- EL 44.73 • • • Ttt • • ► •' •. ', •' • ..0 = c c - a m <'' " (`3 �. IA t0 fLiJ �i^� � �W • r p r • .p • r •• r. • y� ►' ..♦ r .>. • .,e � • w)50NN U) t11 ®� J �i DTL C/S2 T F DTL C/S2 OPP DTL C/S2 DTL C/S2 OPP F_ed — 0 mW i i " B A SECTION SECTION S2 1/4 . T-O g 2 1/4• . T-0' ;j IM 00 rai DACKF L L VAULT VERIFY EDGE OFy HOLLOW CORE SLABS q „ 1 t" CL x $ � QI KACE 4 CURM W/ MFGR FOR MATCH c M'�R 3 �,� MODULE WIDTH OF HOLLOW CORE HORIZ RRE NF 50.35 VERIFY EDGE VERIFY EDGE OF J� 4'-0" SLAB JOINT * P' HOLLOW CORE SLABS W/ MFGR FOR # `b 4, �.,• W I) °� ' • `r EQ EQ e MODULE WIDTH �`'� ►11 • FINISHED aR11aIC 1a" MIN FRE ` 24"1 SOLID LOCKING 24'Y SOLID LOCKING n ni DRAINING BACKrI1..L d' r C.I.P. CONIC WALL LID W/ MANHOLE RISER ACCESS. TYP 141 #4 LID W/ MANHOLE RISER ACCESS. TYP (4) 04 CONT MATERIAL . CONT EL 48.48 BAFFLE 01 'fl — o #5H • 10"o.a ,' ,•. i, — - jar 24"6 ACCESS HOLE � ; ' /� Q - y, ° �tbo,D — — — — — "' 24"0 ACCESS HOLE 2) t5 CONT PLAN rode y Z • 13) #5 CONT " ty = SPLICE) ` • ' 0I 1 2" 1/ CLR t3 a 8"o.c. IALT HOOKS) v EXPANDABLE CONT WATERSTOP 13'-0- LAP • i( a.: V ' _ _ EL 50.35 - — — — — — — — — — EL 50.350 -— — — —1— — — #5H a 12"o.c. EA FACE EL 50.35 • ; W Z " Q ■-- 8 #8 • 6"o.a ( • (ALT HOOKS) ROUGHEN SURFACE STEP 6 LADDER •COLD JOINT C PER DTL J/D2 , °I #5 L • 16"o.c. IALT HOOKS) „ D 12 HOLLOW CORE SLAB EL 44.73 � • 3" BRG (VFY W/ D " 0 12 HOLLOW CORE BLABui 3/4" KEYWAY p . co or 40 ✓ � MI'4R) 12) #5 CONT TOP ► 121 t5 CONT TOP a • .. . 2.-0. a V, 12) t5 CONT TOP o • t6V • O.C.t2" W T V 5 • 24 o.c. # a C #6V • 12"o.c• r a° �■ W a A $ #5H • 10"o.c. p p D -- #5H • 10"o.c. �► O W '� oc � t5H • 10"o.c. #5 CONT d ` ° BOTTOM PER PLAN #8V • 12"o.c. . STEP 6 LADDER PER DTL J/D2 NOTE, BAFFLE MATERIAL 8" C.I.P. CONIC WALL • 8" C.I.P. CONIC WALL MAY BE SUBSTITUTED HOLLOW CORE PANELS W/ � 0 � r Q W 8" C.I.P. CONIC WALL O C SECTION D SECTION E SECTION F SECTION G SECTION � d- s2 $/4' ■ T-0" S2 314• ■ T-0" s2 3/4• ■ r-0• S2 3/4" • ?-on S2 3/4" . T-0" LADDER TO HANG #8 GALVANIZED #8 GALVANIZED GROUT FILL BETWEEN FROM MANHOLE STEP DEFORMED REBAR DEFORMED REBAR JOINTS PER MFGR s FINISHED GRADE 0. f HOLLOW CORE #7 GALVANIZED `L' SLABS BY MFGR SMOOTH STEEL � o � • � e CD STEP PLAN HANDHOLD PLAN J ( r •�*- VOID DA NOTES, CONT. BACKER ROD HOLLOW CORE -SLABS 1. STEPS AND HANDHOLDS SHALL BE GALVANIZED DEFORMED REBAR BAR (SIZE ASuj BY MFR (31 CONT eA a NOTED) SHALL CONFORM TO ASTM A615. GRADE 60. HOT BENT AND GALVANIZED (3'-0" LAP • SPLICE) a a .. AFTER BENDING. FOR BENDING. THE TEMPERATURE SHALL BE AT LEAST 1.600 F. K W . —�5 a GALVANIZING SHALL CONFORM TO ASTM A123. 52 SECTION 3/4" ■ T-o' 2. PREFABRICATED LADDERS SHALL BE MADE OF STEEL AND GALVANIZED AFTER RECORD DRAWING CERTIFICATION • R EN SURFACE 2" #5 a _e .4 a 24"o c "' x FABRICATION. 3. LADDERS. STEPS AND HANDHOLDS SHALL Be GROUTED IN PLACE. 14) t4 X 2'-0" EA 10"• WATERTIGHT SIDE OF OPENING PIPE INSERTS - VERIFY THESE DRAWINGS CONFORM TO THE CONTRACTORS • COLD JOINT C .. 3" b" o W/ CIVIL DWGS 5 DESIGN C REC M'Y WI (2) #5 CONT TOP t 4. MANHOLE STEPS AND HANDHOLDS SHALL Be UNIFORMLY SPACED AT 12" AND SHALL BE VERTICALLY ALIGNED. DATE: L D!s W MFGR) :•- n _ � '• 24"o.c. 08 (1") GALVANIZED 5. STEPS. HANDHOLDS AND LADDER SHALL CONFORM TO SECTION R. ASTM C478 DEFORMED REBAR 12 M-1001 AND SHALL MEET ALL WISHA REQUIREMENTS. TITL V, 08 (VERIFY) IAASHTO .A CONFIRMED 81f CITY: PROJECT 05055 DATE 1tii27 /05 S. PENETRATION OF THE OUTER WALL OF A STRUCTURE WITH A LEG OF STEP. —DATE: #5H • 10"o.c. HANDHOLD OR LADDER IS PROHIBITED. DRAWN NH a MA. d " A 7. STEPS. HANDHOLDS, LADDER RUNGS AND FASTENINGS SHALL BE DESIGNED FORA / PROJECT REF. FAC E!5-iifil2 / t6V a 12"o.c. o MINIMUM LIVE LOAD OF A SINGLE CONCENTRATED LOAD OF 500 LB/FOOT. CHIKD. JT SHEET: S. THE LIVE LOADS IMPOSED BY PERSONS OCCUPYING THE STEPS. HANDHOLDS. AND THESE PLAN ARE APPROVED FOR CONFORMANCE WITH 8" C.I.P. CONIC WALL LADDER RUNGS SHALL BE CONSIDERED TO Be CONCENTRATED AT SUCH POINTS AS THE CITY OF AUBURN'S ENGINEERING DMSION 11 3/4" WILL CAUSE THE MAXIMUM STRESS IN THE STRUCTURAL MEMBER BEING CONSIDERED. REQUIREMENTS. 8. THAT PORTION OF THE STEP. HANDHOLD. AND PARTS OF A LADDER PROJECTING LADDER FRONT VIEW LADDER SIDE VIEW INTO THE VAULT SHALL Be FREE OF SPLINTERS. SHARP EDGES. BURRS OR #5H TOP 8 BOTTOM 121 #5 VERTS EA SIDE APPROVED ffft. PROJECTIONS WHICH MAY BE HAZARDS. OF OPENING OF PIPE PENETRATION DATE (TYPICAL ACCESS STEP & LADDER DETAIL) (TYPICAL PIPE OPENING) " SECTION SECTION L SECTION ., OF S2 3/4" a T-0' � 2 3/4 T-o' S2 314 T O -" r, -a Oilr /� PLANT SCHEDULE TILIA CORDATA' GREENSPIRE' / -0-13 ERICA CARNEA'SPRINGWOOD WHITE' / GREENSPIRE LINDEN SPRINdWOOD WHITE HEATHER SYMBOL QTY. BOTANICAL NAME / COMMON NAME SIZE SPACING, CONDITION & REMARKS _----------- ---- ..::::::::----- ACER PLATANOIDES 'COLUMNARBROAD' / PARKWAY MAPLE TREES - DECIDUOUS --,r rT ._.. w.... w - --- w,�y .. w� 4 ACER PLATANOIDES'COLUMNARBROAD' / PARKWAY MAPLE 1 1/2" CAL. B&B, BRANCHED @ 5' HT. (STREET TREE QUAILITY) g TH 'UNIQUE' / — — I UE RHODODENDRON ■ 5 CARPINUS BETULUS'FASTIGIATA' /PYRAMIDAL EUROPEAN HORNBEAM 1 1/2" CAL. B&B, BRANCHED @ 5' HT. (STREET TREE QUAILITY) ��-"`"'- � EUONYMUS FORT N — — T T —�"`r T T 6 PRUNUS X HILLI ERI 'SPIRE'/ SPIRE CHERRY 1 1/2" CAL. B&B, BRANCHED @ 5' HT. (STREET TREE QUAILITY) VARIEGATED T SSILE iAEiwiTrr��rfrrrrrs0 TE OF AVEL': ., 5 TILIA CORDATA' GREENSPIRE' / GREENSPIRE LINDEN 1 1/2" CAL. B&B, BRANCHED @ 5' HT. (STREET TREE QUAILITY) j' LA11110N, ++++ :..; . ++%+ „ _........ SVE LAWN' + + + • + u U ALK P �- �\ SHRUBS 4 3 12 CEDRUS DEODARA / DEODAR CEDAR PINUS NIGRA AUSTRIAN BLACK PINE CUPRESSOCYPARIS LEYLANDII / LEYLANDI CYPRESS 5-6' HEIGHT -' E G T 5 6 HEIGHT B&B, NURSERY GROWN &B GROWN NURSERY Y N S R B&B, NURSERY GROWN r ' I s ,ICN CD �i 23 ARBUTUS UN DO'COM A TA' / COMPACT STRAWBERRY BUSH 5 GAL CONTAINER FULL FOLIAGE, 48" O.C. r rr ESCALLONIA LANGLEYENSIS f rrr el'APPLE BLOSSOM' / APPLE B. O 12 BUXIS SEMPERVIRENS'SUFFRUITICOSA' / DWARF ENGLISH BOXWOOD 2 GAL. CONTAINER FULL FOLIAGE, 18" O.C. r r�r r r CN EUONYMUS FORTUNE[ ESCALLONIA-....- 13 CISTUS X HYBRIDUS / WHITE ROCK ROSE 2 GAL. CONTAINER FULL FOLIAGE, 48" O.C. rrrr r j COLORATA / VARIEGATED + CUPRESSOCYPARIS LEYLANDII / 9 ESCALLONIA LANGLEYENSIS 'APPLE BLOSSOM' / APPLE B. ESCALLONIA 2 GAL. CONTAINER FULL FOLIAGE, 48" O.C. WINTERCREEP LEYLANDI CYPRESS 'EMERALD EXISTING KIRBY rr r r BUXIS SEMPERVIRENS'SUFFRUITICOSA' / 23 EUONYMUS FORTUNE[ GAIETY' / EMERALD GAIETY EUONYMUS 2 GAL. CONTAINER FULL FOLIAGE, 24" O.C. ELECTRIC BUILDING rr rrri� ` " DWARF ENGLISH BOO�:WOOD ® 10 MYRICA CALIFORNICA / PACIFIC WAX MYRTLE 5 GAL. CONTAINER FULL FOLIAGE, 48" O.C. r PINUS NIGRA / O 10 PRUNUS LUSITANICA / PORTUGUESE LAUREL 5 GAL. CONTAINER FULL FOLIAGE, 48" O.C. �r{rrrrrrr AUSTRIAN BLACK PINE PHLOX SUBULA TA 'CANDY STRIPES' / O 6 RHODODENDRON 'UNIQUE'/ UNIQUE RHODODENDRON 2 GAL. CONTAINER FULL FOLIAGE, 42" O.C. rrrrr/fir CREEPING PHLOX ... PRUNUS X HILLIERI 'SPIR ' / %` 1i0 VIBURNUM TINUS 'SPRING BOUQUET' / SPRING BOUQUET VIBURNUM 2 GAL. CONTAINER FULL FOLIAGE, 36" O.C. rrrrrrr rrrrJr _w '- ..,,,.SPIRE CHERRY m 4 VIBURNUM TINUS / LAURUSTINUS 2 GAL. CONTAINER FULL FOLIAGE, 42" O.C. 6' HIGH CHAINLINK FENCE AROUND DUMPSTERS LANDSCAPE PLAN SCALE: 1 "=20 FEET 0 10 20 4110 GROUND COVER COTONEASTER DAMMERI 'CORAL BEAUTY' / CORAL BEAUTY BEARBERRY +++ ERICA CARNEA'SPRINGWOOD WHITE/ SPRINGWOOD WHITE HEATHER r fr r EUONYMUS FORTUNEI 'COLORATA' / VARIEGATED WINTERCREEPER PHLOX SUBULATA'CANDY STRIPES'/ CREEPING PHLOX LAWN - PREMIUM NW BLEND SEED MIX 1 GAL. CONTAINER 36" O.C. 1 GAL. CONTAINER 18" O.C. 1 GAL. CONTAINER 36" O.C. 4" POTS 18" O.C. PLACE SOD PER MANUFACTURER'S SPECIFICATIONS Project Ref: FAC05-0012 THIS PLAN SHEET REFLECTS THE CITY OF AUBURN'S MINIMUM LANDSCAPING REQUIREMENTS Approved By: Date Approved: Project Ref: FAC05-0012 . T �I9fl1b THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By: SW5L, Date Approved: RECORD DRAWING CERTIFICATION THESE DRAW[ GS CONFORM TO THE CONTRAC S R CTLON RECORDS . DATE: TITLE POSITION: CONFIRMED BY CITY: DATE: C7 Z z 0�$ z �dOd� STA OF WA ITON", R. I$TERFD ; LAND,�CA / RCHITECT ZJ athleen Bradley Re Certificat .. 6 J 0 z O O 00 Z z un 0 REVISION No. Date By 511.1� 1"=20'-0" Designer Sheet No. MIK Drafter L 1 LAW F _ P.M. KB R Date of 2 Sheets 29 DEC. 200S Phase APPROVED MYLARS Project No. 0524 C1`6-0 l 8 50/50 TOPSOIL MIX 12" GREATER THAN ROOT BALL WIDTH 2" LAYER BARK MULCH, FEATHER AWAY FROM TRUNK MOUND SOIL TO FORM BASIN 6" ABOVE GRADE I I=1 I I=1 1I— - FERTILIZER TABLETS QUANTITY PER MANUFACTURER'S RECOMMENDED APPLICATION RATES CUT AND REMOVE BURLAP FROM TOP 1/2 OF BALL. REMOVE ALL TREATED OR NON BIO-DEGRADABLE MATERIAL. CONIFER TREE PLANTING DETAIL "' * * "' �­ ' -I , PLANTING NOTES 8 REQUIREMENTS: GENERAL NOTES: 1. PLANT MATERIAL LIST SUBMITTAL: WITHIN 30 CALENDAR DAYS AFTER RECEIPT OF THE NOTICE TO PROCEED, LANDSCAPE CONTRACTOR SHALL SUBMIT A COMPLETE LIST OF MATERIALS PROPOSED TO BE FURNISHED AND INSTALLED DEMONSTRATING CONFORMANCE WITH THE REQUIREMENTS SPECIFIED. INCLUDE THE NAME, ADDRESSESS AND TELEPHONE NUMBERS OF ALL PLANT MATERIAL SUPPLIERS AND GROWERS. A. DOCUMENTATION SHALL ALSO INCLUDE SUPPLIERS NAME, CONTACT PERSON, ADDRESS, TELEPHONE NUMBER, BOTANICAL AND COMMON NAME, PLANT SIZE AND SIZE OF CONTAINER OR BALL. B. CONTRACTOR SHALL PROVIDE A SIGNED STATEMENT FROM THE PLANT SUPPLIERS WHO HAVE FURNISHED THE PLANT MATERIALS IDENTIFYING THE PLANT MATERIALS BEING SUPPLIED BY BOTANICAL AND COMMON NAMES, PLANT SIZE AND STATING THAT ALL OF THE PLANTS SUPPLIED BY THEM ARE IN HEALTHY GROWING CONDITIONS MEETING THE ASNS. C. SUBMIT A PROJECT INSTALLATION SCHEDULE, COORDINATED WITH THE PROPOSED SOIL AMMENDING AND PLANTING SCHEDULE TO THE LANDSCAPE ARCHTIECT OR OWNER FOR APPROVAL AT LEAST 30 CALENDAR DAYS PRIOR TO START OF WORK UNDER THIS SECTION. 2. SUBSTITUTIONS OF PLANT MATERIALS WILL NOT BE PERMITTED UNLESS AUTHORIZED IN WRITING BY THE LANDSCAPE ARCHITECT OR OWNER. IF PROOF IS SUBMITTED THAT ANY PLANT SPECIFIED IS NOT OBTAINABLE, A PROPOSAL WILL BE CONSIDERED FOR USE OF THE NEAREST EQUIVALENT SIZE AND OR VARIETY. SUCH PROOF SHALL BE SUBSTANTIATED AND SUBMITTED IN WRITING TO THE LANDSCAPE ARCHITECT OR OWNER AT LEAST 30 DAYS PRIOR TO START OF WORK UNDER THIS SECTION. THESE PROVISIONS SHALL NOT RELIEVE CONTRACTOR OF THE RESPONSIBILITY OF OBTAINING SPECIFIED MATERIALS IN ADVANCE IF SPECIAL GROWING CONDITIONS OR OTHER ARRANGEMENTS MUST BE MADE IN ORDER TO SUPPLY SPECIFIED MATERIALS. 3. PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY LANDSCAPE ARCHITECT OR OWNER FOR CONFORMANCE TO SPECIFICATIONS UPON DELIVERY TO THE PROJECT SITE. SUCH APPROVAL SHALL NOT IMPAIR THE SUBSEQUENT RIGHT OF INSPECTION AND REJECTION DURING PROGRESS OF THE WORK. CONTRACTOR SHALL GIVE LANDSCAPE ARCHITECT 48 HOURS ADVANCE NOTICE WHEN PLANTS WILL BE DELIVERED TO THE SITE FOR INSPECTION. INSPECTION OF PLANT MATERIALS SHALL TAKE PLACE WITHIN 24 HOURS OF DELIVERY TO THE SITE. 4. COORDINATE WORK WITH OTHER TRADES AS REQUIRED. 5. LOCATE ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING WORK TO AVOID DAMAGE TO BURIED PIPES AND CABLES. 6. PROVIDE PROTECTION FOR ALL PROPERTY, PERSONS, WORK IN PROGRESS, STRUCTURES, UTILITIES, WALLS, CURBS AND PAVED SURFACES FROM POTENTIAL DAMAGE ARISING FROM THIS WORK. THE CONTRACTOR SHALL PAY FOR ANY SUCH DAMAGE AT NO ADDITIONAL COST TO THE OWNER. UNFINISHED AND COMPLETED WORK SHALL BE PROTECTED FROM EROSION OR TRESPASSING, AND PROPER SAFEGUARDS SHALL BE ERECTED TO PROTECT THE PUBLIC FROM INJURY OR DANGER. 7. CITY OF AUBURN: CITY REQUIRES LANDSCAPE ARCHITECT TO VERIFY PLANTINGS ARE INSTALLED PER PLAN AND THAT PLANT SPECIES AND VARIETIES ARE AS INDICATED IN THE PLANTING SCHEDULE. p v O Q O O Q 0 LOCATE TIE 4' MIN. ABOVE FINISH GRADE LOCATE TIE HALFWAY BETWEEN GROUND AND UPPER TIE V "\ 0 0 MR 90 TREE SECURED TO STAKE WITH WONDER TREE TIE 0 OR APPROVED EQUAL. STAKE AND TREE TO BE IN VERTICAL POSITION AFTER INSTALLATION. REMOVE AFTER 1 YEAR - 2x2 WOOD STAKE OR LODGE POLE DRIVEN AT EDGE OF ROOT BALL TO A DEPTH OF 2'-0" INTO UNDISTRUBED SOIL. 2" LAYER BARK MULCH (Avoid Mounding Against Trunk) MOUND SOIL TO FORM BASIN 6" ABOVE GRADE /7� TOPSOIL & NATIVE SOIL MIX CUT AND REMOVE BURLAP FROM TOP 1/2 OF BALL. REMOVE CONTAINER & CENTER ROOT BALL IN TREE PIT* FERTILIZER TABLETS ' QUANTITY PER MANUFACTURER'S RECOMMENDED APPLICATION RATES 12" GREATER THAN * REMOVE ALL TREATED OR ROOT BALL WIDTH NON BIO-DEGRADABLE MATERIALS TREE PLANTING DETAIL_ PLANTING NOTES: 1. VERIFY BEDLINES AND PLANT LAYOUT WITH LANDSCAPE ARCHITECT PRIOR TO COMMENCING WORK. 2. VERIFY THAT SITE CONDITIONS ARE ACCEPTABLE PRIOR TO BEGINNING WORK. DO NOT INSTALL ANY SITE ELEMENTS OR PLANT MATERIAL UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. WHEN CONDITIONS DETRIMENTAL TO PLANT GROWTH/CONSTRUCTED ELEMENTS ARE ENCOUNTERED, IMMEDIATELY NOTIFY THE OWNER. 3. SUBSTITUTIONS OR CHANGES IN MATERIALS AND PLACEMENT SHALL BE MADE ONLY AFTER WRITTEN CHANGE ORDERS ARE ACCEPTED BY THE OWNER. 4. PROTECT EXISTING TREES TO REMAIN AND PLANT MATERIAL LOCATED ON ADJACENT PROPERTY PRIOR TO COMMENCING WORK. PLACE FENCING MATERIAL AT DRIPLINE OF TREES AND SHRUBS. SEE EXISTING TREE & VEGETATION PROTECTION DETAIL. 5. PLANTING SOIL FOR TREES, SHRUBS, GROUNDCOVER AND LAWN AREAS SHALL BE RANDLESTOPSOIL THREE-WAY TOP SOIL MIX OR APPROVED EQUAL. 6. CLEAN AND REMOVE ALL ROCKS, ROOTS AND DEBRIS OVER 2 INCHES IN DIAMETER. PLACE A SIX INCH (6") DEPTH OF TOPSOIL MIX OVER AREAS TO BE PLANTED WITH GROUNDCOVER. FINISH GRADE SHALL BE AT LEAST TWO INCHES (2") BELOW ADJACENT HARD SURFACE. 7. PLANTS SHALL BE PIT PLANTED WITH A 50/50 PREPARED MIX OF NATIVE SOIL AND TOPSOIL MIX. SEE PLANTING DETAILS FOR DEPTH AND STAKING REQUIREMENTS. 8. FERTILIZE ALL INSTALLED PLANTS DURING BACKFILL OPERATIONS WITH 4-2-2 AGRO TRANSPLANTER AS RECOMMENDED BY MANUFACTURER. TOPDRESS SHRUB/GROUNDCOVER BEDS (PRIOR TO MULCH APPLICATION) WITH NEWLIFE 10-20-20 AT THE RATE OF 2 LBS. PER 1000 SQUARE FEET. 9. MULCH ALL PLANTED AREAS WITH A MINIMUM 2 INCH (2") DEPTH OF APPROVED FIR BARK 'MULCH'. FINISH GRADE OF MULCH SHALL BE ONE INCH (1") BELOW TOP OF ADJACENT HARD SURFACE. 10. ALL PLANT MATERIAL TO BE NURSERY GROWN STOCK AND ARRIVE ON -SITE IN A HEALTHY, VIGOROUS, WELL BRANCHED, DISEASE AND INSECT FREE CONDITION. 11. PLANT TREES, SHRUBS AND GROUNDCOVER AS SHOWN IN THE PLANTING DETAILS. ROUGHLY SCARIFY SIDES OF THE PLANTING PITS. INSTALL PLANT MATERIAL HIGH ENOUGH ABOVE FINISH GRADE TO ALLOW FOR SETTLEMENT AND BARK MULCH. WATER PLANT PITS THROUGHLY MIDWAY THROUGH BACKFILLING AND ADD FERTILIZER TABLETS. BALLED AND BURLAPPED MATERIAL THAT CANNOT BE INSTALLED IMMEDIATELY SHALL BE HEELED IN, MULCHED AND WATERED REGULARLY TO KEEP ROOT BALLS MOIST. 12. HYDRO -SEEDED AREAS: HYDRO -SEED MULCH SHALL BE SILVA-FIBER OR APPROVED EQUAL. BINDING AGENT SHALL BE J-TAC OR APPROVED EQUAL. APPLY 10-20-20 FERTILIZER AT A RATE OF 10 LBS. PER 1000 SQUARE FEET. APPLY HYDRO -SEED MULCH AT A RATE OF 40 LBS. PER 1000 SQUARE FEET AND BINDING AGENT AT A RATE OF 1 LB. PER 1000 SQUARE FEET. RESEED ANY AREAS WHICH DO NOT GERMINATE WITHIN 14 DAYS. 13. SEEDED OR SODDED LAWN AREAS: LAWN INSTALLATION SHALL OCCUR UPON COMPLETION OF FINISH GRADING, PLANTING AND MULCH INSTALLATION. SEEDING OR SODDING TO OCCUR ONLY WHEN THE SOIL CONDITIONS ARE DRY AND FREE OF SURFACE WATER. CAREFULLY WATER LAWN AREAS AFTER INSTALLATION. SODDED LAWN AREAS: INSTALL A NORTHWEST HARDY, BLENDED GRASS SOD WITHIN 12 HOURS OF DELIVERY TO SITE. LAY SOD TIGHT WITH NO GAPS, ALLOWING FOR SHRINKAGE. APPLY A 10-20-10 FERTILIZER AT A RATE OF 10 LBS. PER 1000 SQUARE FEET PRIOR TO INSTALLATION. SEEDED LAWN AREAS: SEED SHALL CONSIST OF A PERENNIAL RYE GRASS BLEND AND APPLIED AT A RATE OF 10 LBS PER 1000 SQUARE FEET. APPLY A 10-20-10 FERTILIZER AT A RATE AT A RATE OF 10 LBS PER 1000 SQUARE FEET. PROMPTLY RE -SEED ANY AREAS WHICH DO NOT GERMINATE WITH 14 DAYS OF PLANTING.. 2" LAYER BARK MULCH FERTILIZER TABLETS FEATHER AWAY FROM TRUNK QUANTITY PER MANUFACTURER'S RECOMMENDED APPLICATION RATES O 4"OHIIGHD BASIN SOIL TO — FORM �k t-A" 50/50 PROVIDE 6" CLEARANCE TOPSOIL MIX BETWEEN ROOT BALL AND — —rE — EDGE OF PLANTING PIT. CUT AND REMOVE BURLAP =_ FROM TOP 1/3 OF BALL OR — COMPLETELY REMOVE — CONTAINER SLOPE CONDITIONS * REMOVE ALL TREATED OR NONBIO-DEGRADABLE MATERIALS SHRUB PLANTING DETAIL 14. PROVIDE LANDSCAPE MAINTENANCE IMMEDIATELY AFTER PLANTING AND CONTINUE UNTIL FINAL ACCEPTANCE. WORK SHALL INCLUDE WATERING, SPRAYING, FERTILIZING, PRUNING, RESETTING OF PLANTS, RESTORING ERODED AREAS, ADJUSTMENTS TO STAKING AND REMOVAL OF WEEDS/DEBRIS AS REQUIRED FOR HEALTHY PLANT GROWTH. 15. INSPECTION AND ACCEPTANCE: THE OWNER WILL MAKE AN INSPECTION FOR SUBSTANTIAL COMPLETION OF THE WORK UPON REQUEST BY THE CONTRACTOR. 16. REPLACEMENT OF PLANTINGS: REMOVE ANY PLANT FROM SITE THAT IS EITHER DEAD, OR IN UNSATISFACTORY CONDITION AS DETERMINED BY THE OWNER OR LANDSCAPE ARCHITECT. REPLACE WITH A NEW PLANTING OF EQUAL SIZE AND SPECIES AS SOON AS CONDITIONS PERMIT WITHIN THE NORMAL PLANTING SEASON. ALL REPLACEMENT PLANTINGS ARE THEN TO BE UNDER RE -INSTATED GUARANTEE PERIOD AS SPECIFIED. IDENTIFY THOSE REPLACEMENTS AND TAKE WHATEVER MEASURES NECESSARY TO PREVENT SIMILAR DEMISE OF ADDITIONAL PLANT MATERIAL. 17. PROVIDE ROOT BARRIER IN A SURROUND OR LINEAR PATTERN FOR TREE PLANTINGS WHEN TRUNK IS LOCATED WITHIN FOUR (4) LINEAR FEET OF ANY PAVED SURFACE. DEEPROOT UNIVERSIAL BARRIER -UB -18 (OR APPROVED EQUAL). INSTALL PER MANUFACTURER'S RECOMMENDATIONS. WARRANTY: THIS WARRANTY SHALL INCLUDE REPLACING AND PLANTING THE SAME SIZE AND SPECIES OF PLANT MATERIAL, AS SHOWN ON THE LANDSCAPE PLAN AND THAT HAS BEEN DESIGNATED, BY THE LANDSCAPE ARCHITECT, TO BE REPLACED. EXCEPT FOR LOSS DUE TO EXCESSIVELY SEVERE CLIMATOLOGICAL CONDITIONS (20 YEAR WEATHER CHARTS), INSTALLED PLANT MATERIALS ARE REQUIRED TO BE GUARANTEED UNTIL THE END OF ONE GROWING SEASON AGAINST DEFECTS AND UNSATISFACTORY GROWTH, EXCEPT FOR CASES OF NEGLECT OR ABUSE BY THE OWNERS OR OTHERS. ALL PLANTS REPLACED SHALL BE RE -INSTATED UNDER THESE PLANT GUARANTY CONDITIONS. 1 GAL. OR 4" POTTED PLANT MATERIAL dO 2" LAYER BARK MULCH O FEATHER AWAY FROM TRUNK MOUND SOIL TO FORM f — BASIN 3" ABOVE GRADE. 50/50 TOPSOIL MIX PROVIDE 3 CLEARANCE BETWEEN ROOT BALL AND EDGE OF PLANTING PIT. Oil FERTILIZER TABLETS QUANTITY PER MANUFACTURER'S RECOMMENDED APPLICATION RATES Project Ref: FAC05-0012 THIS PLAN SHEET REFLECTS THE CITY OF AUBURN'S MINIMUM LANDSCAPING REQUIREMENTS Approved By: al4x6e�7 Date Approved: / ZO Project Ref: FAC05-0012 Ar $l* THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By: Date Approved: RECORD DRAWING CERTIFICATION THESE DRAW NGS CONFORM TO THE CONTRAC 'S STRUCTION RECORDS BY'fG TITLE POSITION: CONFIRMED BY CITY: DATE: USE KNIFE OR SHARP BLADE TO CUT THROUGH BOTTOM HALF OF ROOT BALL. BUTTERFLY ROOTBALL TO BRING THE ROOT SYSTEM CLOSER TO THE SURFACE. — DATE: O QG O C3JQ�` 2Q-yZ OEQUIDISTANT O ■ SPACING \ / \ O O O l �O V) LLMI INNE-01 z r , Z C- O o0 MENEM" U'S< V) z I.•�•� V r , l W O Z Z F- U CN V O - M z REVISION No. Date BV s�a�e AS INDICATED Designer Sheet No. MIK Drafter MIK L-2 P.M. KBR Date of 2 Sheets 4 an. 2006 Phase CITY APPROVED MYLARS Project No. 0524 IRRIGATION EQUIPMENT SCHEDULE VALVE KEY RAIN BIRD & HUNTER IRRIGATION EQUIPMENT SHOWN IN SCHEDULE. TORO, WEATHERMATIC OR EQUIVALENT IRRIGATION EQUIPMENT MAYBE SUBSITUTED, WITH LANDSCAPE ARCHITECT'S WRITTEN APPROVAL ONLY. SYMBOL -7DESCRIPTION P.S.I. RADIUS RAINBIRD 1800 SPRAY HEAD SERIES e O e • RAINBIRD 1800'S STREAM BUBBLER SERIES, 6" STD. POP-UP SPRAY HEAD 30 5' p o ® RAINBIRD 1800'S 5' SERIES, 4" & 6" STD. POP-UP SPRAY HEAD 30 5' o o O RAINBIRD 1800'S & SERIES, 4" & 6" STD. POP-UP SPRAY HEAD 30 81 ® O RAINBIRD 1800'S 10' SERIES, 4" & 6" STD. POP-UP SPRAY HEAD 30 10, 4 Q RAINBIRD 1800'S 12' SERIES, 4" & 6" STD. POP-UP SPRAY HEAD 30 12' 1 1 • RAINBIRD 1800'S 15' SERIES, 4" & 6" STD. POP-UP SPRAY HEAD 30 15' (� 0 RAINBIRD 1800'S 22' SERIES, 4" & 6" STD. POP-UP SPRAY HEAD 30 20' ❑ RAINBIRD 1800'S 15' SST/EST, 4" & 6" STD. POP-UP SPRAY HEAD 30 4x15', 4x30' IRRIGATION EQUIPMENT ACCESSORIES BF BACKFLOW ASSEMBLY - WILKINS 950XLT - 1" DOUBLE CHECK VALVE O AUTOMATIC CONTROL VALVE, PEB SERIES: 100 PED, 150 PIED, SEE VALVE KEYS FOR SIZING 1 " WATER METER BY OTHERS, (1) IRRIGATION WATER METER TOTAL © QUICK COUPLER (Refer to Irrigation Details) - RAINBIRD 33DRC QUICK COUPLING VALVE RAIN SENSOR - RAINBIRD Rain Sensor { RSD-BEx or RSD-CEx) or EQUAL: Install sensor in location where precip. can be measured accurately; See Legend Note #3 (B) BRASS GATE VALVE - RuB Ball Valve - Model S951F43 (Round Handle) - SIZE TO FIT MAINLINE © CONTROLLER - RAINBIRD ESP -MC Series: (1) ESP-8MC [8 STATION CONTROLLER] CLASS 200 PVC LATERAL LINE PIPING, SIZE PER CHART PROVIDED ON THIS PAGE 2" SCHEDULE 40 PVC MAIN LINE - - - - - - CLASS 200 PVC SLEEVE 2X PIPE DIAMETER, INSTALL AT 12" DEPTH FOR LATERALS & 18" DEPTH FOR MAINLINE Not Shown #14 AWG TYPE OF CONTROL WIRE, RED = SIGNAL, WHITE = COMMON, ORANGE= SPARE GENERAL NOTES: 1.) IRRIGATION DESIGN ASSUMES 60-65 PSI STATIC WATER PRESSURE IS AVAILABLE ON SITE. VERIFY STATIC WATER PRESSURE IN FIELD PRIOR TO CONSTRUCTION. NOTIFY LANDSCAPE ARCHITECT IF STATIC WATER PRESSURE IS LESS THAN 60 PSI. IRRIGATION DESIGN IS BASED ON 50 PSI. 2.) USE 4" POP-UP HEADS WITHIN ALL LAWN AREAS AND 6" POP-UP HEADS WITHIN ALL SHRUB AREAS. 12" POP-UP HEADS ARE OPTIONAL IN SHRUB BEDS WITH OWNERS REQUEST. 3.) RAIN SENSOR TO BE INSTALLED ON SOUTH OR WEST SIDE OF BUILDING, AT A MINIMUM OF 8 FEET ABOVE GRADE WHERE SENSOR IS FREE FROM VANDALISM, TREE CANOPIES, BUILDING OVER HANGS OR OTHER STRUCTURAL / NATURAL RAIN IMPEDIMENTS. COORDINATE LOCATION WITH CONSTRUCTION SUPERINTENDENT / MANAGER. IRRIGATION REQUIREMENTS 1. PLAN IS DIAGRAMMATIC. VERIFY LOCATION OF STRUCTURES, UTILITIES AND OTHER SITE ELEMENTS PRIOR TO COMMENCING WORK. NOTIFY PROJECT MANAGER OF ANY CONFLICTS. 2. CONTRACTOR TO TEST EXISTING WATER PRESSURE AND PROVIDE WRITTEN REPORT TO PROJECT MANAGER PRIOR TO COMMENCING WORK. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF STATIC WATER PRESSURE MEASURES LESS THAN 60 PSI AT SITE WATER METER. 3. REVIEW ALL IRRIGATION DETAILS PRIOR TO COMMENCING WORK. 4. REFER TO EQUIPMENT SCHEDULE FOR ALL IRRIGATION HEAD TYPES AND EQUIPMENT. 5. PROVIDE 2 (TWO) SPARE WIRES FROM THE CONTROLLER TO THE FURTHEST VALVE LOCATIONS FOR FUTURE EXPANSION. 6. STAKE ALL VALVE BOX LOCATIONS FOR APPROVAL. 7. SET VALVE BOXES SQUARE TO ADJACENT BUILDING, CURB OR PAVING. 8. ALL IRRIGATION UNDER ROADS, WALKS, PARKING AREAS OR OTHER PAVED SURFACES SHALL BE SLEEVED. SLEEVES SHALL BE 2 (TWO) TIMES THE DIAMETER OF THE INSERTED PIPE OR AS INDICATED. 9. ALL PIPING IS DIAGRAMATIC. PIPING SHOWN WITHIN PAVING OR ADJACENT / PARALLEL TO PLANTED AREAS ARE INTENDED TO BE PLACED WITHIN PLANTING BEDS WHERE POSSIBLE. ALL MATERIAL TO BE INSTALLED ON OWNER'S PROPERTY. 10. MAKE ANY AND ALL REQUIRED ADJUSTMENTS TO THE IRRIGATION PLAN TO ASSURE COMPLETE AND ADEQUATE COVERAGE WITH MINIMUM OVERSPRAY. 11. EXACT LOCATION OF SLEEVED LINES THROUGH THE R.O.W. TO BE COORDINATED WITH THE PROJECT ENGINEER DURING CONSTRUCTION. INDICATE EXACT LOCATION OF SLEEVES AND PIPING ON THE AS -BUILT DRAWINGS. 12. PLACE TRACE WIRE ON ALL IRRIGATION PIPING AT OWNER'S REQUEST. 13. LATERAL LINE SHALL HAVE MINIMUM 12" OF COVER AND MAINLINES A MINIMUM OF 18" COVER. 14. PROVIDE MANUAL DRAINS AT ALL LOW POINT ON THE MAIN LINE AND RECORD ACCURATELY ON AS -BUILT DRAWINGS. 15. LOCATE IRRIGATION BACK -FLOW PREVENTOR DOWN -STREAM OF SITE WATER METER. (WATER METER BY OTHERS). VERIFY LOCATION WITH PROJECT MANAGER PRIOR TO COMMENCING WORK. 16. COORDINATE LOCATION OF CONTROLLER WITH PROJECT MANAGER. INSTALL CONTROLLER AT 60" ABOVE (FINISH FLOOR / FINISH GRADE) ON EXTERIOR WALL OF (BUILDING). PROVIDE A 110 GFI POWER OUTLET AT CONTROLLER LOCATION FOR POWER SUPPLY. RUN (1 1") DIA. CONDUIT FROM IRRIGATION CONTROLLER LOCATION TO OUTSIDE PLANTING BED. FLAG ALL LOCATIONS. SIZE PIPE AS FOLLOWS: 0- 8GPM =3/4" 9-16GPM =1" 17 - 24 GPM = 1 1/4" 25 - 32 GPM = 1 1/2" 33-50GPM =2" SPRAY OR BUBBLER NOZZLE FLUSH W/ FINISH GRADE NOZZLE & BODY PER SCHEDULE AND PLAN. USE BOTTOM INLET ONLY (2) 1/2" MARLEX ST. ELL 90 12" MIN. SCH 80 PVC NIPPLE, MIN 8" LENGTH 1/2" MARLEX STREET ELL 90 '�- SCH 80 PVC FITINGS, TYP. CL 200 PVC LATERAL, TYP. SIZE AS INDICATED ON PLAN POP-UP HEAD NO SCALE NOTES; 1. DO NOT ALLOW VAULT TO REST ON PIPE. 2. USE MANUFACTURERS VALVE BOX EXTENSIONS AS NECESSARY 3. PROVIDE 2 CUBIC FOOT DRAIN ROCK SL 11 CONTROL VALVE ASSEMBLY NO SCALE W > N cn a CD 1 1 1 /20 26.00 2 1" 6.00 3 1" 18.00 4 1" 24.50 5 1 1/2" 28.00 6 1 1/2" 26.00 7 1" 23.00 8 1" 22.00 NOTES; 1. DO NOT ALLOW VAULT TO REST ON PIPE. USE EXTENSIONS AS NECESSARY. 2. VALVE TO BE SET PLUMB. 3. CONTRACTOR TO PROVIDE QCV KEY WITH SWIVEL HOSE ELL ATTACHED 4. PROVIDE 6" DEPTH DRAIN ROCK. FLUSH W/ FINISH GRADE CARSON STANDARD VAULT OR EQUAL QUICK COUPLER SS HOSE CLAMP (3) SCH 80 PVC NIPPLE BRASS ST. ELL & 90❑ ELL SCH 80 PVC NIPPLE, 12" LENGTH BRASS TT 90 AND 3" LENGTH SCH 80 PVC NIPPLE STEEL'T' FENCE POST, 36" LENGTH MAIN LINE QUICK COUPLER NO SCALE AUTOMATIC CONTROL VALVE -SEE SCHEDULE FOR MANUFACTURER AND SIZING UNION, TYPICAL FLUSH W/ FINISH GRADE CARSON STANDARD VALVE BOX OR APPROVED EQUAL.VAULT TO EXTEND MIN. 6" BELOW VALVE. USE EXTENSIONS AS NECESSARY.TWO VALVES PER VAULT MAXIMUM SCH 80 PVC NIPPLE, TYP. PVC 90 ELBOW S x TH MAIN LINE NOTE: ALL IRRIGATION EQUIPMENT, PIPING, HEADS AND SLEEVING SHALL BE LOCATED WITHIN THE PROPERTY LINES T T T EXISTING KIRBY ELECTRIC BUILDING 6' HIGH CHAINLINK FENCE AROUND DUMPSTERS IRRIGATION PLAN DO NOT ALLOW VAULT TO REST ON PIPE. FLUSH WITH FINISH GRADE DOUBLE CHECK VALVE 1" WILKIN 950XLT QUICK COUPLER VALVE MASTER VALVE CARSON STANDARD VAULTS OR APPROVED EQUAL. FLOW QUANTITY AS REQUIRED p X°" X% o d LO UNION, TYPICAL GATE VALVE FROM METER DRAIN ROCK, 6" DEPTH THROUGHOUT MAIN ASSEMBLY NO SCALE A.TION WATER METER TO IRRIGATION NOTE W- GG= SCALE: 1 "=20 FEET 0 10 20 40 RECORD DRAWING CERTIFICATION THESE D WINGS CONFORM TO THE VCONT N UCTION RECORDS B : / TITLE POSITION: CONFIRMED BY CITY: DATE: • vS w O z zlk z 0 V z 0 LQ V) I V) U REVISION No. Date By s«i1 1"=20'-0'" Designer Sheet No. MIK Drafter MIK i R P.M. KB R l ■ Dale D{ [ Sheets 4 AN. 2006 Phase CITY APPROVED MYLARS Project No. 0524 tj%@.v I (/V-