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HomeMy WebLinkAbout03D1722In M NE 1/4, NE 1/4, SECTION 1, TOWNSHIP 21 N, RANGE 4 E, W.M. OWNER ENGINEER -NEW--`--,. VEHICLE ACCESS GATE W/ RAPID ACCESS ASPLUND SUPPLY RUPERT ENGINEERING, INC. PADLOCK PER AUBURN FIRE DAVE ASPLUND DAVE DORMIER i ^ ^ DEPARTMENT REQUIREMENTS. 49 - 37TH ST NW 1519 WEST VALLEY HWY. N. SUITE 101 AUBURN, WA AUBURN, WA. 98001 N89'53'58"E (253) 735-3300 (253) 833-7776 334.65 � � � SITE DATA NEW 4" ASPHALT PAVING PER ZONING: M-1: LIGHT INDUSTRIAL x 7 3i4r . a - DTL 2/C4 y . ¢ LOT SIZE: fi EXTRUDED CURB LOT 8855500020: 39,283 SF = 0.902 ACRES W WET POND/ I �' # ,£ o I PER DTL 2/C4 LOT 8855500030: 67.287 SF = 1.545 ACRES TENnoN POND - TOTAL: 106,570 SF = 2.447 ACRES f RE -SEAL & RE -STRIPE EXISTING PAVEMENT �f EXG PAVINGQ CONCRETE TRAILER LANDINQ 2 GEAR PAD PER DT_ T C3 -� / REQUIRED PARKING: -- ` 2495 6, } r Is WAREHOUSE=39001/2500 =15.60 � OFFICE= 6000/300= 300 =20 TOTAL =35.60 REQ'D / f--• -� •'. •i �. s �' J . , STREET • . . ' • • - ; � � -- LIGHT I -- •� , Q •. + i PR OVIDED PARKING I- s --- ------ s5' 30' I FULL SIZE: =37 COMPACT: =6 (13.3%) w . HANDICAP: =2 TOTAL =45 h SHEET INDEX I Q N BENCHMARK ELEV=55.97' CONSTRUCTION SEQUENCE 1. SUBMIT A HAUL ROUTE 10 THE CITY OF AUBURN FOR EARTHWORK ACTIVITIES. 2. SCHEDULE A14D ATTEND A PRE -CONSTRUCTION MEETING WITH THE CITY OF AUBURN OFFICIALS. 3. ESTABLISH "CLEARING AND GRADING LIMITS" FOR THE SITE. 4. CONSTRUCT GRAVEL CONSTRUCTION ENTRANCE AND FILTER FABRIC FENCE AS SHOWN ON THE DRAWINGS AND AS REQUIRED BY THE CITY OF AUBURN. 5. DEMOLISH ALL EXISTING STRUCTURES, PAVING, WATER LINES, SEWER LINES, AS NOTED ON THE PLAN. 6. CLEAR AND GRUB EXISTING LOT. THE CONTRACTOR SHALL ENSURE THAT NO SILT -LADEN RUNOFF DISCHARGES TO THE ADJACENT PROPERTIES. 7. OVER EXCAVATE THE TOPSOIL/ ORGANIC LAYER IN THE FOOTING AND SLAB AREAS AND BACKFILL WITH STRUCTURAL FILL AND PRE LOAD AS SHOWN IN SECTION C/C4. 8. REVEGETATE ALL SLOPES AND DISTURBED AREAS AS SPECIFIED BY THE "REQUIREMENTS FOR EXPOSED SOIL STABILIZATION". 9. REVIEW TREE ROOT DETENTION NOTES ON SHEET C3. 10. CONSTRUCT POND AND NEW STORM DRAINAGE SYSTEM. 11. REMOVE PRE -LOAD AFTER 2 TO 4 WEEKS OR AFTER 2 1/2" TO 4" OF SETTLEMENT. 12. CONSTRUCT NEW PAVEMENT, LANDSCAPING, AND IRRIGATION SYSTEM. SITE PLAN 37TH STREET NW '1:092 JJ_LJJ_ r" NORTH GENERAL NOTES 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. 2, ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" (2000/LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S PROJECT SPECIFICATIONS MANUAL, AND THE CITY'S STANDARD CONSTRUCTION DETAILS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253- 931-3010 TO SCHEDULE A MEETING. 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL 13E THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR, UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). Cl COVER SHEET C2 TESC & SELECTIVE DEMOLITION PLAN C3 GRADING & PAVING PLAN - aN& LA-V 1 ►t;S C4 SECTIONS & DETAILS L1 LANDSCAPE PLAN L2 IRRIGATION PLAN Al FLOOR PLAN A2 BUILDING ELEVATIONS A3 WALL SECTIONS A4 CONSTRUCTION DETAILS A5 GENERAL NOTES A6 ACCESSIBILITY NOTES S1 FOUNDATION PLAN S2 ROOF FRAMING PLAN S3 PRECAST PANEL ELEVATIONS S4 PRECAST PANEL ELEVATIONS S5 FOUNDATION DETAILS S6 STRUCTURAL DETAILS S7 STRUCTURAL DETAILS S8 STRUCTURAL DETAILS LEGAL DESCRIPTION SURVEYOR MIKE DEWITT HOLMVIG, DEWITT & ASSOCIATES, 1036 COLE STREET ENUMCLAW, WA 98022 (360) 825-6963 CODE NOTES OCCUPANCY: B (EXISTING), S-1 (EXISTING AND NEW) OCCUPANT LOAD: B (EXISTING 1ST FLOOR) 2,854 SF/100 = 29 B (EXISTING 2ND FLOOR) 3,212 SF/100 = 32 S-1 (EXISTING) 20,688 SF/500 = 41 S-1 (NEW) 17,500 SF/500 = 35 ---------------------------------------------------- TOTALS 44,254 SF 137 OCCUPANTS FIRST FLOOR = 41,042 SF, SECOND FLOOR = 3,212 SF TYPE OF CONSTRUCTION: III-N, SPRINKLERED BASIC ALLOWABLE BUILDING AREA: 8,000 SF SETBACKS: NORTH = 103 FEET SOUTH = 76 FEET EAST = 6 FEET WEST = 55 FEET ALLOWABLE INCREASE FOR SETBACKS: (55-20)X2.5% = 87.57. ALLOWABLE INCREASE FOR AUTOMATIC FIRE SPRINKLERS: 300% ALLOWABLE BUILDING AREA: 8,000X3.OX1.875 = 45,000 SF > 41,042 GEOTECHNICAL REPORT REPORT NO. 81-5200-01 DATED NOVEMBER 19TH, 1981 BY CONVERSE CONSULTANTS. REPORT SHALL BE KEPT AT THE JOBSITE AT ALL TIMES AND SHALL BE CONSIDERED A PART OF THESE DRAWINGS, FOLLOW ALL EARTHWORK RECOMMENDATIONS PROVIDED BY THE REPORT PARCEL NUMBERS 885550- 0020 885550-.0030 BASIS OF BEARING VALLEY BUSINESS PARK V. 120/PG. 52 THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST E R T I CA L DATUM QUARTER OF SECTION 1, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON BEING MORE CITY OF AUBURN PARTICULARLY DESCRIBED AS FOLLOWS: SURFACE BRASS DISK AT 37TH ST NW & "B" STREET NW BEGINNING AT THE NORTHWEST CORNER OF LOT 3, VALLEY ELEVATION=55.97', NAVD 1988 BUSINESS PARK AS PER PLAT THEREOF RECORDED IN VOLUME 120 OF PLATS, AT PAGES 51 AND 52, IN KING COUNTY, WASHINGTON; THENCE ALONG THE NORTH LINE OF LOT 3 AND LOT 2 OF SAID SUBDIVISION, NORTH 89' 53' 58" EAST FOR 334.65 FEET TO THE NORTHEAST CORNER OF SAID LOT 2; THENCE ALONG THE EAST LINE OF SAID LOT 2, SOUTH 0' 06' 02" EAST FOR 325.83 FEET TO THE SOUTHEAST CORNER OF SAID LOT 2; THENCE ALONG THE SOUTH LINE OF SAID LOT 2 AND LOT 3, NORTH 87' 21' 29" WEST FOR 311.20 FEET TO THE BEGINNING OF A TANGENT CURVE TO THE RIGHT THE CENTER OF WHICH BEARS NORTH 2' 38' 31" EAST; THENCE WESTERLY AND NORTHERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 87'15'27", AN ARC DISTANCE OF 38.07 FEET; THENCE ALONG THE WEST LINE OF SAID LOT 3, NORTH 0' 06' 02" WEST FOR 285.97 FEET TO THE NORTHWEST CORNER OF SAID LOT 3 ABBREVIATIONS- AND THE TRUE POINT OF BEGINNING. 5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT. AB - AS -BUILT BLC - BUILDING CORNER C - COMPACT CB - CATCH BASIN CL - CLASS CO - CLEAN OUT CTD - COTTONWOOD D - STORM DRAIN DDCV - DOUBLE DETECTOR CHECK VALVE DI - DUCTILE IRON DS - DOWNSPOUT D/W - DRIVEWAY EL - ELEVATION ESMT - EASEMENT EXG - EXISTING FD - FOUNDATION DRAIN FDC - FIRE DEPT. CONNECTION FF - FINISH FLOOR FH - FIRE HYDRANT FL - FLANGE JOINT HC - HANDICAP IE - INVERT ELEVATION LF - LINEAR FEET LS - LANDSCAPING MH - MANHOLE MJ - MECHANICAL JOINT OH - OVERHEAD PL - PROPERTY LINE R - RADIUS RW - RIGHT-OF-WAY SS - SANITARY SEWER SO FT - SQUARE FEET S/W - SIDEWALK TIC - TOP OF CURB TP - TEST PIT UNO - UNLESS NOTED OTHERWISE S W E N NW SW NE SE UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST, LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. - SOUTH - WEST - EAST - NORTH - NORTHWEST - SOUTHWEST - NORTHEAST - SOUTHEAST VICINITY MAP NTS tiowTH LEGEND DESCRIPTION NEW EXISTING EX. 12" STORM STORM SEWER D SANITARY SEWER S EX. 8" SEWER WATER W EX. 2" WATER AC PAVING CONCRETE PAVING NEW LANDSCAPING SPOT ELEVATIONS xx.xx xx.xx CONTOURS 50 50 STORM MANHOLE O STORM CATCHBASIN ■ O SANITARY SEWER MANHOLE 0 WAICR VALVE FIRE HYDRANT 1-4 TELEPHONE MANHOLE TQ POWER VAULT STREET LIGHT�-- UTILITY POLE * -0- FOUND CASE MON GAS METER 19 GUY WIRE ANCHOR Aft TELEPHONE JUNCTION BOX �g( ROOF DRAIN POWER POLE W/TRANSFORMER G UNDERGROUND POWER SIGNAL POLE RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY; DATE:-?-7-03 TITLE/POSFTION: 1-220TEc EE2 CONFIRMED BY CITY: DATE: PROJECT REF; ADD02-0019 FACO2-0025 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH 111E CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS Approved By. �.d�+'►�+�� Date Approved:1171c) .J m (D w J F- L5 00 N I O � V7 o � z U 0 3 s Q0 O I M M Q00 c Ln N rn 3 lfi 9 J �< LLJ z Q LLJ ct: LAJ W V) rl-*, w O U 0 0 0 0 M -4 O N Q CO d 0 t) 01 V) W W 0 0 U w U z 3 3 3 ZW lJ Q 0 l•7J I.aJ -� U1 u LL �. w � � u � m L V 0 V Q wcy- v' w 0 0 ��°c� C I�rlt L Voil . DATE 5/ 1 7/02 DRAWN AIA/MC CHECKED DE D JOB NO. Ot 189 SHLET NO, c 11 mo S:\01\01189\AS 1)UILT CIVIL DWGS\C 1-189.dwg I Drafter Home: M. CORDICE I Plot Dote: MAR 04 2003 1 1:39:42 1 Lost Modified Dote: MAR 04 2003 11:06:40 1 Submittal: REVISION 4 ft NE 1/4, NE 1/4, SECTION 1, TOWNSHIP 21 N, RANGE 4 Eq W.M._j GRADING AND EROSION CONTROL NOTES ° 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED SEDIMENTATION AND EROSIONre EXG CONC. CURB CONTROL FACILITIES INDICATED ON THE PLANS MUST BE CONSTRUCTED AND © F�- V TO BE REMOVED IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION U AD 51 ACTIVITIES. THESE FACILITIES SHALL BE MAINTAINED, AND UPGRADED IF FH NECESSARY, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM V H 51 DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES, N NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE oo p ! 6X3 UGPV 1o"F� N ' 5 1 SYSTEM. z LTBOX GPV "PINE _ " Q (� 334 65 3-18 CTD 2. APPROVED SOURCES FOR ALL MATERIAL IMPORTED TO THE SITE SHALL BE Q J `�X3 ' PROVED BY THE CITY. Q N U 1 6 IFt 57 0 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED), XG COtEMOV$ C. CJ SEDIMENTATION AND EROSION CONTROL. FACILITIES DEPICTED ON THE V) TO BESILT FENCE COA STD REMOVE EXG APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO ~' N DETAIL EROSION-02 TREES & MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION W cn c`nv ROOTS (TYP) CONTRACTOR CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING n� Z I REMOVE PARKING UNDEVELOPED CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND I u u I (ry 0 SPACE STRIPI'IG IN GRASSY AREA ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF Z o THE PERMITTEE. � W BACK PARKING LOT (TYP) � � � REMOVE EXG PLUG LINE. REMOVE EARTH WORK WHEN NEW LINE HAS 5 0 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER Z SD CONTROL BEEN INSTALLED. 5 1 CONTROLS AND THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS J > R STRUCTURE — INST L TEMP. 4-15"CT USED) CONTROL PONDS, SHALL REMAIN IN PLACE UNTIL FINAL SITE QUA NTITI ES & NOTES �,00 SEDI NT TRAP:3 31: ff i / PER /C4 (i'iP) CONSTRUCTION IS COMPLETED, AFTER CITY APPROVAL, THE CONTRACTOR to INSTALL TEMP. 24 i / g ' WILL BE RESPONSIBLE FOR REMOVING ALL TEMPORARY FACILITIES. Z SEDIMENT TRAP PER 4/C4 (TYP) STILTI CUT 4,020 CY INSTALL TEMP. 5. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, FILL 1,340 CY U '- LTBOX REM VE EXG 1 SEDIMENT TRAP TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. EXPORT OF UNSUITABLE SOIL: 728 CY X — x — ASP ALT THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS IMPORT OF SELECT FILL: 3,407 CY < EXG CB 1 i / / / j j/ / / / / / / / j // / / / / / / / / / PER 4/C4(TYP) NECESSARY, TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT RIM=50.50 I �// / / �/ / '- 50 CONSTRUCTION ACTIVITY. THESE QUANTITIES ARE ESTIMATES ONLY iE(8"PVC}(E} =46.90 10" /. '( / 4 9 AND SHOULD NOT BE USED FOR BIDDING _, Z IE(8"PYC)(W)=46.75/REMOVE EXG ' REMOVE EXG 6. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR PURPOSES. O j SD PIPE(TYP) " TREES & I IMPORTED FILL MATERIAL MUST ORIGINATE FROM �'- M D D EXG 4 PVC EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTIES, A SOl1RGf APPROVED BY THE CITY AUBURN —..J F-- D 52 DISCONNECT EXG DS AND N.S. PVC LINE � � X ROOTS (TYP) 49 I NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE BUILDING OFFICIAL. CAP EXISTING EW PVC LINE W �. Q N PLUG LINE. REMOVE N 5 " SYSTEM MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: GPI WHEN NEW LINE HAS I SOLID CAP / �- x x — X 24 FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE Q- BEEN INSTALLED. R MOVE EXG SD 3 THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN REMOVE EXG IPE AS SHOWN THIRTY DAYS SHALL BE STABILIZED WITHIN TEN DAYS. V Q D 2:1 FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE TREES & LUM DISC ECT EXG CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. W ROOTS (TYP) DSPVC SEE ARC I DWGS SETTLING POINT NE 50; EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET DUST CONTROL NOTES: a C� FOR NFW (TYP) C THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 ?� REMOVE EXG FDC. STORE HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT � oo PIPING C4 1. CONTRACTOR SHALL MINIMIZE THE PERIOD OF v► FOR FUTURE RE -INSTALLATION WILL REMAIN UNWORKED FOR MORE THAN SEVEN DAYS SHALL BE O � CD SOIL EXPOSURE USE OF TEMPORARY GROUND 5 3 PARCEL A PARCEL STABILIZED IMMEDIATELY. COVER AND OTHER TEMPORARY STABILIZATION � z EXG FIRE SPRINKLE SUCH AS SEEDING AND MULCHING, AND L..v POST INDICATOR B CLEAR AND GRUB REQUIREMENTS FORVALVE AND FIRE DEFT. 66954 S.F. I EXG LOT EXPOSED EROSION BLANKETS. cn 'PLUM 39283 S.F. Q s CONNECTION cn i 2. DURING CONSTRUCTION AND DRY WEATHER, Z i SOIL STABILIZATION SPRINKLE THE SITE WITH WATER UNTIL SURFACE 5 2 _ AREA IS WET. REPEAT THE PROCESS AS NEEDED 1 SILT FENCE COA STD 1. SEASONAL REQUIREMENTS: DURING THE DAY. rn PI " DETAIL EROSION-02 DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED 3. ALL TRUCK MUST USE THE CONSTRUCTION LLJ w PLACE SETTLING MARKING 5 ACCORDING TO THE FOLLOWING SCHEDULE OR EXCEPTED IN THE FIELD o w ON EDGE OF EXISTING ENTRANCE AS SHOWN ON THE T.E.S.C. PLANS W DCV BUILDING TO MONITOR EXG WHEN IN THE JUDGEMENT OF THE BUILDING OFFICIAL OR THE TO PREVENT CARRYING MUD INTO STREET. r ( N C w X3 PV BUILDING MOVEMENT OFFICIAL'S REPRESENTATIVE, SUCH SCHEDULE IS NOT WARRANTED: 4. DURING CONSTRUCTION, ALL PROPERTIES AND Z 3 6-6" CTD FROM APRIL 2 TO SEPTEMBER 30 , ALL DENUDED AREAS AT FINAL ALL PUBLIC STREETS ADJACENT TO PROJECT F � STABILIZE PRE -LOAD GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO REMAIN RICH WILL BE USED BY CONSTRUCTION T5"FIR EXISTING BUILDING PER STABILIZATION UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN TRAFFIC SHALL BE KEPT CLEAN OF ALL �► EXG POWER NOTES MATERIAL DEPOSITS RESULTING FROM TRANSFORMER REMOVE EXG 10 DAYS. (� FINISH FLOOR ELEV = 53.35 " I ON -SITE CONSTRUCTION. ( TREES & 32 CTD N 6" RD ROOTS TYP) FROM OCTOBER 1 TO APRIL 1, ALL EXPOSED SOILS AT FINAL (DINSTALL TEMP. PBOX I GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR SEDIMENT TRAP TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA GREATER PER 4/C4 (TYP) R OF PRE-L D= 56.4 THAN 5000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN W LL UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS EXG POWER 50 THAN 5000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE VAULT THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. V W V) s L NOT : 50 I W PRE LOAD 0 LAST 2. STABILIZATION METHOD: HYDROSEEDING & MULCHING REMOVE EXG -4 WEEK OR UNTIL7 I ~ SD PIPE(TYP) 5 1 " TO 4" TT T TEMP A. TIME OF PLANTING - DURING THE TIME PERIOD BETWEEN APRIL 1 F— OF SE L MEN ECOLOGY BLOCKS V ALONG PROP. LINE THROUGH JUNE 30 AND SEPTEMBER 1 THROUGH OCTOBER 31, W FOR PRE -LOAD FILL (NOTE: IF PLANTING BETWEEN JULY 1 AND AUGUST 31 I I CONTRACTOR SHALL 2:1 5O IRRIGATION MAY BE REQUIRED. IF PLANTING BETWEEN .NOVEMBER STLT TB CONTACT PUGET S(XIND 1 AND MARCH 31, MULCHING WILL BE REQUIRED IMMEDIATELY W ENERGY FOR RELOCATION AFTER PLANTING.) SSMH 308-14 5 I OF GAS VALVE W RIM=54.19 RD 53 UNDEVELOPED 5 B. SEEDBED PREPARATION -THE SEEDBED SHOULD BE FIRM, BUT NOT IE(12"S)= 5 COMPACT, WITH A FAIRLY FINE SURFACE FOLLOWING SURFACE IE(12"N)= I 4 ROUGHENING. SURFACE ROUGHENING SHOULD BE DONE AT RIGHT $ N T�, T T ANGLES TO THE SLOPE AND PREFER 53 ABLE "CAT WALKED" UP SLOPE. REMOVE O ' 18"FIR SETTLING POINTS CLEAN GRAVEL FOR EXG CB I ZimcTr L TEMP C. FERTILIZATION - AS PER SUPPLIER'S RECOMMENDATIONS. 55 — � � 55 PLUG LINE. REMOVE WHEN NEW LINE HAS BEEN INSTALLED. SSMH 308-01 RIM=56.08 IE(12"W)= IE(12"E)= S \ W W " PER DTL 3/C4 REUSE FOR PAVING AND NDER I DEVELOPMENTS ADJACENT TO WATER BODIES AND WETLANDS MUST EXG 4 PVC SLAB ON WAREHOUSE AD ITION SEDIMENT TRAP YP) USE NON -PHOSPHOROUS FERTILIZER. 51 Z R► - D D D Q 52 D. SEEDING - APPLY THE FOLLOWING MIXTURE TO THE PREPARED SEED 8"PLUM EXG 8" PVC BED AT A RATE OF 120 LBS/ACRE: v �, 3 3 EXG CONC. CURB O O O O I PROPORTIONS PERCENT PERCENT o Uj s R=25.00 TO BE REMOVED / O O O O W NAME BY WEIGHT PURITY GERMINATION 5 c A=38. 24" FIR O O p W =8 15' "•� I STALL TEMP. Q p O p o REDTOP(AGROSTIS ALBA) 10% 92 90 w cx EDIMEN TRAP o p p a li STLT 2X3 UGPV ICV ®® ER 4/ 4 (TYP -n O ®ICV ANNUAL RYE (LOLIUM MULTIFLORUM) 40% 98 90 5 9 " m " SILT FENCE COA STD O O s 8 PLUM DETAIL EROSION-02 O p o CHEWINGS FESQUE 40% 97 80 m WM , cV p p m m ELEBOX p p O p I (RESTUCA RUBRA COMMUTATA) wM ® 6"PLUM 311.20 _ F 50 ELEBOX ® SS STU N87 2129 W p p p O O (JAMESTOWN,BANNER,SHADOw OR KOKET) OUT (REF) ELECT PULL STUB WHITE DUTCH CLOVER 10% 96 90 r S BOX (TYP) (TRIFOLIUM REPENS) S S SS S S S SIGN REMOVE EXG REMOVE EXG E. "HYDROSEEDING" APPLICATIONS WITH APPROVED SEED -MULCH - SS SIGN. STORE CONSTRUCTION ENTRANCE FERTILIZER MIXTURES MAY ALSO BE USED. 4� W W OUT (RE S? S-� FUTURE PER COA STD DET EROSION-01 W w S87.21 29� 66' WIDE ASPHALT REINSTAL 0 S S S S F. MAINTENANCE - SEEDING SHOULD BE SUPPLIED WITH ADEQUATE 2, VING PATCH MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY IN BRASS MON 490.79 W w ABNORMALLY HOT OR DRY WEATHER, OR ON ADVERSE SITES. WATER 31741 BENCHMARK w w _ —"— APPLICATION RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF, Al.3 7 TH STREET SSMH 308-02 W W `- - INADEQUATE AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO ELEV- 55.97 EXG 12" oN�. N RIM=51.51 W WATER. IE(12"W)= 12 -13- 0-7 IE 12E= " UTILITY CONFLICT NOTE: ( ) RECORD DRAWING CERTIFICATIONPRGaECT REF: ADD02_ 0019 FACO2-0025 DATE 5%17�02 TESC &SELECTIVE DEMO PLAN THE CONTRACTOR SNAIL BE RESPONSIBLE FOR VERIFYING THE LOCATION, THESE DRAWINGS CONFORM TO THE DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON CONTRACTOWTI#SE PLANS ARE "APPROVED" FOR DRAWN THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE S CONFORMANCE WITH THE CITY OF AUBURN MC 1 =20 —0 NORTHTHESE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. ENGINEERING DI11dSIN•S THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 DED AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS BY: { DAB: 3_7_13 & q_ 17-orz CHECKED OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER Approved By.ID ..r". _ � •+.g JOB N0, OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS T1TLE/POSI'nON: p/24F Jreci e6go1* EEC 01189 SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, Date Approved: 7/D Z SHEET NO. THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. CONFIRMED BY CITY: DATE: % n TO RESOLVE ALL PROBLEM' 'RIOR TO PROCEEDING WITH 2/ CONSTRUCTION. S:\01\01189\CIVIL-DWGS\C2-189.dwg Drafter Name: 0. MAJOR I Plot Date: SEP 13 2002 16: 28:19 1 Lost Modified Date: SEP 13 2002 10: 27: 30 1 Submittal: REVISION 3 D / % - 0 3 j` w I NEW WET POND/ DETENTION POND MH #1 NEW 48" C STRUCTURE M41'PER I DTL 8/C4 14 LF 12"0 PVC @ 0.38% 25 LF12" 0 PVC @ 1.0% (AB EXG CB RIM=50.50 i IE(8"PVC)(E)=46.90 -+E(ff"flVEff W)= 46. 75 IE (12" PVC) (NW)= 47.80 D EXG 8" I �11 C V X FH N6X3 UG LTBOX 4" D WATE OF TOP OF A 50.03 (AB) 18 (AB))TOP OF \ CURB 50.99� t 1 Z Ul �l0 W W w INEW 10' � DCV GRAVEL CCESS m \ 97 LF 12"0 PVC C 0.46%Il(AB) l\ CONTRACTOR SHALL PROTECT EXISTING I TREES FROM BEING DAMAGED I 55 i WIDE STLTI TB XI 54 RE -INSTALL FDC 51 50 INSTALL 12" TRASH RACK PER COA STD DTL STORM-09 50.82 51. =47 -BUILT 4 T5S5 334.65 EXISTING ASPHALT PARKING LOT NE 1/4, NE 1/4, SECTION i, TOWNSHIP 21 N, RANGE 4 El W.M. EXG FH 14 LF 12"0 PVC 0.38% (AB) NEW CB#2 2 PARCEL A INV=46.26 66954 S.F. TOP OF ROCK 4+% 49.50 (AB) x CONNECT TO NEW 4" FDC AT BLDG. INSTALLED IN BLDG. BY PATRIOT 13 LF 12"0 PVC @ 4.2% (AB) X3 PV EXG 4"0PVC EXISTING BUILDING NEW FLANGE CAP, EXG TEE RUN FINISH FLOOR ELEV = 53.35 CB#11 IN VAULT. REMOVE FDC. RD CHECK VALVE PBOX 26 LF 12"0 PVC 0 0.287. (AB) �- EXG ELECTRICAL VAULT 0 ".� 55 u- NEW CB #7 LF " PVC 0 1.% (AB) R-25.00 A-38.07, -87f 15 v'STLT 2X3 UGPV II WM m� m m STREET m ° LIGHT TELEBOX m S U) S --- S w -w BRASS MON BENCHMARK HANDICAP SIGN PER 6/C4 EDGE OF EXG PAVED PARKING \ 51 4 NEW EMERGENCY VEHICLE ACCESS GATE W/ RAPID ACCESS PADLOCK PER AUBURN FIRE DEPARTMENT REQUIREMENTS. 51 -- IN I HIGA POINT .83 49.79 PARKING 40T PONDiNG / MAX. EL 149.�7' III 2.77 .4% (AB) 49.76 x 1 I / 1 K I I A-» 5n 5�% 49.61 PARCEL B 39283 S.F. RELOCATED GAS METER ;0 EXTRUDED CURB PER DTL 2/C4 EXISTING ASPHALT PARKING LOT BY PUGET SOUND ENERGY ( NEW 5 WIDE, 4" THK DS DS CONCRETE SIDEWALK n 53 C --" CO 9' ?, . \ TYP � 5� 1 S ART OF " NEW CUR 52.92 EXG 4 PVC , � 2. 3 I2% 1 6 52.83 C 2.$3 C C © C 5 C .28 C 1 T 130 LF 80 DIP @ 1.0% (AB) 52.89 1% -p -;� 4" 0 SOLID WALL PVC EXG EXISTING ASF LT PARKING LOT Q I 3% CB#8 u NEW NEW 4" THK CB#9 53 CONCRETE fo SIDEWALK ;2 2% 53.56 -� EXTRUDED CURB PER DTL 5/C4 START OF 52.gg NEW CURB 52.65 I 52 �tCV -6-- EXG FH -_ CATCH BASIN SCHEDULE CB N .CB TYPE RIM ELEV. AS -BUILT RIMELEV. INVERT ELEV.AS-BUILT INVERT ELEV. DETAIL REMARKS 1 51.77 -4846. 48.07 8/C4 CONTROL STRUCTURE 2 1 -51-5Q- 51.51 -4&, Y)_ 46.31 SOLID LID 3 I -50.85- 50.80 -4"2- 46.60 SOLID LID 4 1 -4897-- 48.65 47:82_ 47. 8 E 46.9 12 GRATE 5 1 -18;97- 49.03 -47.47_ 47.58 GRATE 6 1 -53-30, 53.29 -4&1-4. 48.49 SOLID LID 7 1 -5440. 54.68 -4U1 48.98 SOLID LID 8 1 02- 52.00 -4942- 49.90 GRATE 9 1 -%7w- 52.43 _E5 3i 51.23 GRATE -4 sye 11 1 52� 52.72 48.39_ 4&42 SOLID LID 3" CLR TYP 4" ASPHALT PAVING SECTION 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. C. A SEPARATE DETAILED PLAN OF THE UNDERGROUND FIRE SPRINKLER LINE SHALL BE APPROVED BY THE FIRE MARSHALL AND INSTALLED BY A WASHINGTON STATE CERTIFIED LEVEL "U" CONTRACTOR IN ACCORDANCE WITH WAC 212-80-010. A POST INDICATOR VALVE WILL BE INSTALLED ON THE SPRINKLER LINE TO ISOLATE THE SYSTEM FROM THE CITY'S WATER SYSTEM WHEN REQUIRED FOR REPAIR. TREE ROOT RETENTION NOTES: 1. CUT ROOTS SHALL BE COVERED WITH A MINIMUM OF 6" OF TOP SOIL. 2. ROOTS WITH DIAMETERS OF 1�/2" OR GREATER SHALL NOT BE CUT UNLESS DIRECTED TO BY THE OWNER'S HORTICULTURE REPRESENTATIVE 3. NO MORE THAN 1/3 OF A TREE'S ROOT STRUCTURE SHALL BE DISTURBED. 4. CONTRACTOR SHALL CONTRACT THE OWNER'S HORTICULTURE REPRESENTATIVE TO REVIEW TREE ROOT DISTURBANCE PRIOR TO THE BEGINING OF EXCAVATION WORK. rnnnr nnel/nnrrr rrrnin CONCRETE W/3000 PSI 28-DAY COMPRESSIVE STRENGTH W/ 5% AIR ENTRAINMENT SUB GRADE PER 4" BASE COURSE LEVELING NOTES DETAIL 2/C4 PAD COMPACTED TO 95% PROCTOR 1 LANDING GEAR PAD C3 NTS GV K.K. NUN IN ORIGINAL 311.20 _ ©TE�EBOX LOCATION EXG 7.5' WIDE / N87"21'29"W - SIDEWALK EXG 7.5' WIDE 0 0 EXG FH SIDEWALK S S I --_� S _ - __- U1ILITY__CONFLICT NOTE, \ _ �_ 6' WIDE ASPHALT THE CONTRACTOR SHALL BE RESPONSIBLE FOR VfRtFYING THE- LOCATION- RECORD DRAWM NG CERTWICATION - W - - W S87`21 � 9��E PAVING PATCH -- _ DIMENSION! AND DEPTH Of ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE DRAWINGS CONFORM TO THE -- - W THESE PLI NS OR NOT, B r POTHOLING THE UTILITIES AND SURVEYING THE CONTRACTORS CONSTRUCTION RECORDS. 490. _- -_ -W W - W '�tE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 37TH AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS . 3T-43 EXG 12" T PHYSICALLY VERIFYWHETHER BY: - DATE. ELEV=55.97 INSTALL NEW FH OF NEW UTILITY CROSSINGS 0 PH SICALL VE I PER COA STD DTL 12"x12"x6" TAPPING SLEEVE OR NOT CONFLICTS EXIST LOCATIONS OF SAID UTILITIES AS TITLE/POSITION: 19120 7-CC T GRADING & PAVING PLAN NORTH WATER-07 6" GATE VALVE (FLxMJ) SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. 11 CONFLICTS SHOULD OCCUR, 1 =20-0 THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. CONFIRMED BY CITY: DATE: TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 8" 4" PROJECT REF: ADD02-0019 FACO2-0025 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WHIT THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS CP q-11-0Z Approved By. Date Approved: 0 Q o U 9 D w f- 0o p Z lJ < V > �_ N \ LL �' W W Ln Z (� 0 X z Z W o 3 Z > Q E= J o I a CO m � > Q oMo V) 3 `Ln p Z O U �Qw Z Z OCl to GO Z ..�� I m t3� CD .7:;� Q Z ,'y W CD W W CV N c M cn co z z 0 0 3 s s 3 ` M � ZD w `I W o 5 CL Of 31741 _ DATE 5/17/02 DRAWN MC CHECKED DED JOB 110. 01169 SHEET 110. `3 3:\01\01189\AS BUILT CIVIL DWGS\C3-189.dwg I Drafter Name: M. CORDICE Plot Date: MAR 04 2003 11:37:18 1 Last Modified Date: MAR 01 2003 10:57:22 1 Submittal: REVISION 4 O3D17X2 1. GET ROOM NOTES: ROCK SHALL BE CONSTRUCTED IN ACCORDANCE WITH LOCAL STANDARDS. 2. ROCK SHALL BE SOUND AND HAVE A MINIMUM DENSITY OF 160 POUNDS PER CUBIC FOOT. ROCKS WEIGHING LESS THAN 100 POUNDS SHALL NOT BE USED. 3. A MINIMUM OF 12" OF QUARRY SPALLS SHALL BE PLACED BETWEEN THE ROCKERY AND THE CUT FACE, WITH A 4" DIA. PERFORATED DRAIN PIPE INSTALLED AT THE BASE OF THE ROCKERY AS SHOWN. /1MUM O O 12" DEPTH OF 4. EXPOSED SLOPE SHOULD BE VEGETATED OR HYDROSEEDED FOLLOWING COMPLETION TO REDUCE THE W" O COMPACTED TOPSOIL. POTENTIAL FOR EROSION. O O O O O O O / MINIM 12" WIDTH OF 2"-4" 5. IF THE ROCKERIES ARE TERRACED, THE HIGHER SHALL BE SET BACK FROM THE LOWER ROCKERY 1 O O O O QUARRY SPALLS ADJACENT HT OF THE LOWER ROCKERY. O O �` O O TO ROCKERY 6. ROCKERY HEIGHTS SHALL BE NO TALLER THAN 8 FEET FOR CUT ROCKERIES. 6 O O STABLE CUT FACE MAX HEIGHT= 8 FEET O O O 7. ROCKERIES 4' AND OVER IN HEIGHT REQUIRE A PERMIT AND INSPECTION (UBC SEC 3317.1) WINCH O O O O FILTER FABRIC AT A MINIMUM SHALL CONSIST OF INSPECTION AND EVALUATION OF SUB GRADE, PLACEMENT OF BASE O O COURSE AND DRAINAGE, AND FINISHED ROCKERY. O \�j\\/ OO / �j� CLAY LINING (TYP) B. HEIGHT BOTTOM SIZES TOP SIZES O 4' MAX. 3-MAN ROCK 2-MAN ROCK TYP (750#-3500#) (200#-750 ) 8' MAX. 3,4-MAN ROCK 2,3-MAN ROCK (1300#-65001) (200#-3500#) FIRM, UNDISTURBED SOIL 12" THICK CRUSHED ROCK FND. �--N ri"N CUT ROCKERY DETAIL C4 NTS MIN. 1'-O" to I z rL 5 PARKING ONLY �ff-I i:S+IWI: KE•I STAINLESS STEEL FASTENERS. WHITE LETTERS & SYMBOL ON BLUE BACKGROUND METAL SIGN, BOLT TO STL. PIPE POST. ADDITIONAL SIGN AT VAN ACCESSABLE PARKING SPACES ONLY t /4" GAIN. SCHD. 40 STL. PIPE W/CAP, 1 " CONC. WASI I GRADE _ } - 8" DIA. CONC. FOOTING Lf& ; NOTES: - 1. SIGN TO BE PER LOCAL JURISDICTI III VERIFY SIZE, SHAPER & VERBAGE 2. PROVIDE SIGN AT EACH HANDICAPPED PARKING STALL. s HANDICAP SIGN C4 NTS 6" C LIN$ 1 1/2"-4" WI ROCK CORE 6" CLAY LINING SECTION TOP OF GRAVEL WINDOW,,, TOPSOIL 7 GRAVEL WINDOW DETAIL C4 NTS . . . . . . . . . . . . . . . . . . 4'CHAIN .... . . . . ......... . �I I*. FENCE 53 11 111=111=1. - , , I I Irl 4-F _- E .... .53:00... ... ... .. . . 53 TA .. .. .. .. ZE it- - - - .... I I I _ Mkt WSE - I I -1 LI I ...... ...... 1 I ....... €XG EXTRUDED., CURB ...... 4 C LINK N FENCE 51 > .. . I i.1 .. I I_ II11 ...... ......... ... TOP ELEV: .60' 51 ...III I_III . .. 1-� .. .. . . . . ... ... ..... IIII III -- - I II' 49 �. ... ....... I I:II I I II:I - Ij 49 > 47 .. 6" L CLAY ... EPONO:\ E - - - - = L�111 �L1=1 �=ILI= .I i _III 1.. .70 .. WO WS = 48.06' I _III �I 111 ILI t I ICI ROCKERY PER OTL I C4 I ...: / (TYP) I.. 47 :: ...... 5 t MAX ::ELEV GROUNDWATER-1II 45:50' I=1II- -:I111 . .. II-1 I �=.I SEE T WET . I . REQUIREMENTS E FOR PLANT (TYP) ELEV 1 SEDIMENT ST Of PON : -1 III .. ` II I... 45 45 .......III . . . . . . . -1 I!-1 11 III�.IL_IIII . . . . . .. .. .... . . . . . . . I _I 11=1 . . . . I=1 l l-1 I I -I I=1 LIL_ILI�LII ILI II I I_ IL t _ I I LI I I =1 III I=1 I I1=1 I f=1 11=1 IIL_ ILI�I�I_1L1 . . . . . . . 1=1 11=1 11=1 11=1 IIf_III�IITiIII 43 43 ,5' .. ......... 15'... .... 18:78' ... .5 ' 6' 6.54' .. .... 35.18' ......... 5.5' ......... ....... . ...... .. . . . . . . �GRWEL . . . WINDOW . . . . . ... . ...... .. .. ....... I .. .. ...... . .. .. . .: PE D. L . ... ...... A SECTION C4 1"=20' HORZ 1 "= 2' VERT SUBBASE COMPACTION PROCEDURE 1. EXCAVATE TO THE ELEVATION OF THE BOTTOM OF THE BASE COURSE ROCK. 2. COMPACT EXISTING SUBGRADE SOIL TO 95% MIN. 3. PROOF -ROLL THE EXISTING SOIL TO VERIFY A MINIMUM CBR OF 10. 4. ANY SOFT SPOTS ENCOUNTERED SHALL BE OVER -EXCAVATED AT LEAST 12 INCHES. FILL THE EXCAVATION WITH CLASS 'A' GRAVEL (LESS THAN 5% FINES). COMPACT THE FILL TO 95% MINIMUM. 5. PROOF -ROLL THE FILLED SOFT SPOTS TO VERIFY A MINIMUM CBR OF 10. GRADE 1" DOWN EXTRUDED CONC. CURB FROM TOP OF 1/2" 5 1/2" 1/2" CURB. 4" CLASS "B" A.C. PAVING - -►II-I►�II, ►_ it S o -CIO� A WNRE GRAVELEVEL Vv a SUBGRADE SOIL. SEE NOTE 2 CURB C4 NTS ELL POND BOTTOM CATCH BASIN OR INLET GRATE - USUALLY WSDOT STD PLAN B-2a SLOPES DOWNWARD OUTSIDE OF PAVING 0� I, LEVELING AC COURSE COMPACTED TO 95% PROCTOR 6" BASE COURSE COMPACTED TO 95% PROCTOR ROUND SOLID COVER MARKED "DRAIN", LOCKABLE UNLESS OTHERWISE APPROVED BY THE ENGINEER 12"0 TLET ---- ------ PIPE SUPPORT 3"x0.090 GAUGE STREEL STRAPS BOLTED OR EMBEDDED 2" IN WALL SP ACED AT MAXIMUN, TYP b SVA�MArAWAFA rr � :I'/ 0 B SECTION C4 1"=20' HORZ 1"= 2' VERT 12"0 PLAN VIEW TYP PIPE SUPPORT N.T.S. SEE NOTE 5 49 TEMPORARY PERMEABLE FILTER BAG AS MANUFACTURED BY ATLANTIC CONSTRUCTION FABRICS, INC.(800-448-3636) OR APPROVED. bb � dd d bd bb bd d s d b dd 6 d d dd d b d b b d b dd dd b bd b b dd 6d tab d 4 TEMPORARY SEDIMEN' C4 NTS ADJUSTMENT BRICKS �•n� (4" MIN., 16" MAX.) SF� ,►OUTLET PIPE 1E=�4:fl6' 47.56' WEIR LENG BOLT AND SEAL BAFFLE TO RISEI (AS REQUIRED) SEE NOTE #3 RESTRICTOR PLATE -' W/ 3" 0 ORIFICE TYPE 2, 48"0 ELEVATION CATCH BASIN N.T.S. FOR LIFTING MAXIMUM SEDIMENT ACCUMULATION ALLOWED = 1 FT 30"0 BAFFLE FOR RETENTION OF FLOATABLES SECTION A -A TURNBUCKLE SUPPORT S. 6" MIN 100 YR. WSE=49.45' _r 25 YR. WSE=49.42' 10 YR. WSE=49.37' NLET 1/2-2 YR. WSE=49.26' PIPE DISCHARGE Q 1/2-2 YR = 0.25 CFS 24"0 RISER WQ/10YR = 0.70 CFS 25 YR = 1.10 CFS 100 YR = 1.54 CFS 8 CONTROL C4 j N.T.S. RELEASE SUB -BASE COMPACTION PROCEDURE 1. EXCAVATE TO THE ELEVATION OF THE BOTTOM OF THE BASE COURSE ROCK. 2. COMPACT EXISTING SUBGRADE SOIL TO 95% MIN. 3. PROOF -ROLL THE EXISTING SOIL TO VERIFY A MINIMUM CBR OF 10. 4. ANY SOFT SPOT$ ENCOUNTERED SHALL BE OVER -EXCAVATED AT LEAST 12 INCHES. FILL THE EXCAVATION WITH CLASS 'A' GRAVEL (LESS THAN 5% FINES). COMPACT THE FILL TO 95% MINIMUM. 5. PROOF -ROLL THE FILLED SOFT SPOTS TO VERIFY A MWIWUM CBR OF 10. GRADE 1" DOWN EXTRUDED CONC. CURB FROM TOP OF 1/2" 5 1/2" 1/2" CURB. 2" CLASS "B" A.G. PAVING -- Il�lp-ttt SLOPE, `"-f'ROVID€ 1'-0" LEVEL AREA WHERE GRADE SLOPES DOWNWARD OUTSIDE OF PAVING oA©v a as .LEVE o III; ,III,,IT_1,,111I_;,II IIII=_,III,,III_=' COURSE COMPACTED T 95% PROCTOR SUBGRADE SOIL. 4" BASf COURSE SEE NOTE COMPACTED TO 95% PROCTOR 5 CURB AND 2" PAVING SECTION C4 NTS NOTES: 1) PIPE SIZES AND SLOPES PER PLAN 2) ALL METAL PARTS SHALL BE GALVALUM, STAINLESS STEEL, OR PVC 3) FRAME (LID OPENING) & LADDER/STEPS SHALL BE ROTATED SUCH THAT RISER IS VISIBLE FROM TOP, LADDER/STEPS FUNCTION IS CLEAR FROM RISER, FRAME IS CLEAR OF CURB A 4) IF METAL OUTLET PIPE CONNECTSS TO CEMENT T CONCRETE PIPE, IT SHALL HAVE SM(?OTH OU SIDE DIAMETER EQUAL TO CONCRETE PIPE INSIDE DIAMETER OR 1/4" LESS, TYPICAL 5) PROVIDE AT LEAST ONE THREE -NCH x 0.0900 GUAGE STAINLESS STEEL SUPPORT BRACKET NTH TURNBUCKLE ANCHORED TO CONCRETE WALL (MAXIMUM 2'-0" lRtmtft.t 3"0 VERTICAL SPACING.) a Q o � F- a� � oc= O 0 J _ > f N I 0=3 _ �' v Vy /may W W ,'*�'' try ILI nnnn� Z o U 0 z d W' v+ co `.;/ J M > "' 00 0 Z 3 tn `N 0 O U `r' f _0 m LL � V V) 7' c -� = Z W Cn W E m o I rn �{ RISER DETAIL Q 86 UCTURE (M,H #1) R. SETTLEMENT MARKER NOTES: C) z 1. BASE CONSISTS OF 1 /2" THICK, 2'X2' PLYWOOD WITH CENTER DRILLED 5/8" DIAMETER HOLE. . . . .1. . . . . . . . . I PRE LOAD 41 STRUCTU FILL, 1Y 1 .:: 2. BEDDING MATERIAL, IF REQUIRED, SHOULD CONSIST OF CLEAN, COARSE SAND. .... . „ USE WET THER I' Lq .... .. ..... „ . PRE LOAD EL= 56.4 11 FILL IF NECESSARY n 3. MARKER ROD IS 1 /2 " DIAMETER STEEL ROD THREADED AT NTH ENDS. 56 2 II II If_.. I 4. MARKER ROD IS ATTACHED TO BASE BY NUT AND WASHER ON EACH SIDE OF BASE. II It . EXG. 6 1 n..... Ii . n... is .. ...... ii 5. PROTECTIVE SLEEVE SURROUNDING MARKER ROD SHOULD CONSIST OF 2" N N N M SLAB 10 . . II II ..: u DIAMETER PLASTIC TUBING. SLEEVE IS NOT ATTACHED TO ROD OR BASE. N It Ki►� �11 ii If 1 1 .. ....... II 6 ADiXTiOltAd. SECTIONS OF STEEL ROD CAN BE CONNECTED WINTN D ... .... ... i1 FUTURE 5 1 2"� SLAB 11 a COUPLINGS. 54 I „..... - II tI FF: V.: =5 ' . iif f ....: ...... . II i 7. ADDITIONAL SECTIONS OF PLASTIC PROTECTIVE SLEEVE CAN BE CONNECTED WITH II ... ..... ti: 11 PRESS -FIT PLASTIC COUPLINGS ..... 8 T MARKER R SHOULD EXTEND AT LEAST 6 ABOVE TOP OF PLASTIC EAS STEEL M E OD S PROTECTIVE SLEEVE. � 52 URV / z G � 9 D END AT LEAST 1 ABOVE TOP OF FILL SURFACE STEEL MARKER ROD SHOULD EXTEND jj . ... . . 1 BURY STEEL RO 1' MINPROTECTIVE 50 .. .... SLOPE REQUIRE ..... . ...... ... FUTUREFOOTING -� ELEV. PER PL N 00 48 HEIGHT VARIES SURCHSURCHARGE OR FILL ......... ... OR FILL (SEE NOTES) C4 1"=20, HORZ I AND COMPACT BEDDING I 3 SETTLEMENT MARKER 1 = 2 VERT PRIOR TO PRE -LOAD C4 NTS UTILITY CONFLICT NOTE RECORD ORAWW CERTIFICATIONPROJECT REF: ADD02-0019 FACO2-0025 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON T TO THE THESE PLANS ARE "APPROVED" FOR THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE CONTRACTORS CONSYRUCTIONI RECORM CONFORMANCE WITH THE CITY OF AUBURN THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. ENGINEERING DIVISION'S REQUIREMENTS WETPOND EMERGENT WETLAND PLANTS: THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 / : _ ___- " gnnI'1-d t AND THEN POTHOLING ALL EXISTING UTILITIES LOCATIONS �. Approved By. WETLAND PLANT DENSITY OF NEW UTILITY CROSSINGS fi0 PHYSICALLY VERIFY WHETHER ELEV 48.1 TO 45.1 WESTERN SLOUGHGRASS 3' O.C. ELEV 45.1 TO 43.6 SPATTER DOCK 3' O.C. ELEV 45.1 TO 43.6 WAITE WATERLILY 3' O.C. OR NOT CONFLICTS EXIST. LOCATIONS OF SAID, UTILITIES AS TITLE/POSITI: XtL©,roc 7 SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION, IF CONFLICTS SHOULD OCCUR, Dote Approved: "j l ! 7�Q 2 THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. CONFIRMED BY CITY: DATE: TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. A 0 DATE 5/ 17/02 DRAWN Mc CHECKED DED JOB No. 01189 SHEET NO. C 4 S:\01\01189\AS BUILT CIVIL DWGS\C4-189.dwg I Drafter Name: M. CORDICE I Plot Date: MAR 04 2003 11:35:40 1 Last Modified Dote: MAR 04 2003 11:32:26 1 Submittal: REVISION 5 to 1 — — — S87°21'29"E 490.79 — — — 37TP STREET LANDSCAPE PLAN --7720-70 N��;, 'PLA I--t 7' L_ l s T' IUAI•lT. r6OTAt4tr-AL ",4IAS--- fox- Ar?-Tio r; �PHyL-oS OVA UP -GI Ct WAAr--CY FA P.(s 1466Tr-A1-j=I4r.I9'Ie9t)UL WF=tH-FI •6 ALASY-A C I *P- i L t Q, U t IDA/A6AR 6TY I2-Aclt= L.UA A/AEP IC -A u i5w mE-t-e,-UiA i'g CAL i --P44bTl W(A fi1?A'Z:r--l? I T= ZASr--R:S Pt4OT I N l4, _c Is JAQo r -FIf41JS 4C)t2tE FlNl= - - - U 14Us CZ1'-A91f=r--9A 'T44U4t t-7 CLbUD� 'T{-4t, 405-12CL0UD '-C)NISS AutzciC,EPz c tO�TO LM' c5T'TO YV E i-uY-4 L-Au2�1 twice __-----24 L. U-,py- s twice s boll RUr _SP-e2i3LATt''ANCAAOGAk•lA! i4/xA Nf1C'A\,Nk CA(� -kt) 00 r-> V 1-) D t? ©t-t )GA V2U6'.(nS?&' t5u l? "01XI 15A.4 ► D l t Iz440 Dc C> = IU r-�, P-C) P _ >zA`AAPAG rmC-,ts. 2 -G AL, 61 GT 'PL,A, 4T11-4 G A?F-6, To bar -5,&4F 0 SHEET INDEX L1 - LANDSCAPE PLAN- DETAILS & NOTES L2 - IRRIGATION PLAN- DETAILS & NOTES NUTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION, THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. a RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. DATE: CONFIRMED EY CITY: I DATE: NOTES 1. Subgrades, including berms, to within 1/10th foot provided by General Contractor unless otherwise noted. 2. Subgrode shall be scorified or rototilled if conditions require. 3. 1" depth 3-way topsoil or equal in all planting areas. 4. 2" depth fine grade bark mulch in all planting beds. 5. All plant material shall be healthy, full and conform to USA standard nursery stock, latest edition. 6. Plant material or size or kind not available may be substituted only with approval of Landscape Architect and Owner. 7. All mass plantings shall hove triangular spacing. 8. All tree pits shall be inspected to insure proper drainage. 9. Positive drainage shall be maintained. Mound planting areas minimum 12 . 10. Shrubs and trees minimum 22" from curb for car overhang unless wheelstops noted. 11. 8" wide bark mowing strip where lown is adjacent to building. 12. Landscape Contractor sholl maintain site until final inspection and acceptance by Owner. La LAWN / PLANTING BED DETAIL No Scale SHRUB PLANTING DETAIL No Scale TREE PLANTING DETAIL No Scale psoil d rune diseased and broken branches Water basin with /'�2 mulch Compacted topsoil water thoroughly, fertilize as req d 1- -iw- Planting hole min. „iii 101 twice sue of root boll Prune diseased and broken branches 16 gouge steel wire through clear vinyl hose below first crotch 2x2 wooden stakes securely driven into ground. Stain brown. Water basin with 2" mulch Unqlozed planting pit surface 1/2 topsoil, 1/2 native soil, water thoroughly, fertilize PROJECT REF: THIS PLAN SHEET REFLECTS THE CITY OF AUBURN'S MINIMUM LANDSCAPING REQUIREMENTS. Approved By: d� Date Approved. 9.1'7'a 2- Z 0 O U Z � O —1 F-- r W fd Z O a_ w Lhi m V) o I M 0 v° t 00 N I o rn DATE 5/1 7/02 DRAWN AM CHECKED JOB NO. 01189 SHEET NO. Ll Q Z ly- D m Q F S:\01\01189\CML-DWGS\L1-189.dwg { Drafter Nome: M. CORDICE ( Plot Date: MAY 14 2002 14:47:29 1 Lost Modified Dote: MAY 14 2002 14:31:58 ( Submittal: PERMIT SET PF n _-6.79 .5 . . ULUUL,I MLILK S87°21'29"E 490.79 37TH STREET NW IRRIGATION PLAN Noq�;, rROM MbER ZONE:,A 13�C�p � ��6i)1t�I I7IY_ L MI N�O� 20 , QO 22 ! 214 j 25 2g 22 P-2 i6 i`t 21 2a 5H s 5 \/A N O� -7 L O N i4 -- 3: i 2 1.3 15 . O VA" - i i 2 z 2 -. OQ 2 ! 815F-5T i5-VANI -, 1-0 F - - -- LO N r B 13 W W !D 5 _ 2 b 15 55T lb I - _ 51— > plPf= PRESSURE REDUCING VALVE 1T-1Z€Zx0I ctF-o- CIT�YgAEPPRROOEVCED VAULT W/ LID Do VEL ASSEMBLY F WSTT COCKSG�Y'A) IRRIGATION NOTES: 1. ELECTRICAL CONTRACTOR TO PROVIDE INSTALLATION OF 120V ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO AUTOMATIC CONTROLLER INCLUDING WIRE HOOK-UP INTO MOUNTED UNIT. CONFIRM LOCATION OF CONTROLLER WITH LANDSCAPE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. 2. POINT OF CONNECTION TO TIE INTO 1-1/2" SERVICE LINE. REFER TO CIVIL DRAWINGS. 3. IRRIGATION CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS AND FEES AS REQUIRED BY APPLICABLE CODES AND ORDINANCES FOR THIS WORK. ALL WORK TO BE INSTALLED PER LOCAL CODE REQUIREMENTS AND MANUFACTURER'S SPECIFICATIONS. 4. IRRIGATION CONTRACTOR SHALL PROVIDE PROTECTION OF ALL PROPERTY, PERSONS, WORK IN PROGRESS, STRUCTURES, UTILITIES, WALKS, CURBS, AND PAVED SURFACES DURING INSTALLATION OF IRRIGATION WORK. VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF WORK AND PROTECT SAID UTILITIES. 5. HEAD AND PIPE POSITIONING IS DIAGRAMMATIC. ADJUST IN FIELD AS NECESSARY TO PROVIDE ADEQUATE COVERAGE. ASPHALT OVERPOUR TO BE REMOVED AS REQUIRED TO PLACE IRRIGATION HEADS IN PLANTER ISLANDS AND ADJACENT TO PARKING AREAS. 6. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR WINTERIZING THE SYSTEM AND ACTIVATING THE SYSTEM (ONCE EACH) PER THE SPECIFICATIONS AS PART OF THIS WORK. 7, REFER TO SPECIFICATIONS, LANDSCAPE PLANS, ARCHITECTURAL PLANS AND CIVIL ENGINEERING PLANS FOR ADDITIONAL NOTES AND INFORMATION. QUICK COUPLING VALVE _r02 _MLL6':J6U-r - MASTER VALVE qVft dB 9 �000 'oo° i�o,�i eP e,• oe+ eJ� �evo'� o. POINT OF CONNECTION NOT TO SCALE UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS BY; OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS TITL SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. If CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. CM TO RESOLVE ALL PROBLEMS PR°OR TO PROCEEDING WITH CONSTRUCTION, MIN N1 P DEPTH RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. DATE: BY CITY. DATE: sh grade/ Top of mulch -Up spra�yy sprinkler plastic MPR nozzle -Inch mole NPTx .490 Inch Elbow Nipple or Funny Pipe Schedule 40 Tee or Ell -Inch mole NPT x .490 Inch > Elbow V� Loteral Pipe POP-UP SPRAY SPRINKLER No Scale Paving Select bacRi ll-, remove rocks, debris and sharp objectsPVC t Class 200 sleevino twice..: size of pipe Lateral or -- Mainline SLEEVING DETAIL o 5cole Finished grade I--- 00 Select bockfill,� i-_I111 remove rocks, debris and -Ii sharp objects ( :.� W=LI��ll}1- —I I I�I I -111�I I I PVC Class 200 Lateral c0 PVr f:lnse 9W Mainline Valve Wires TRENCHING DETAIL o Scale PROJECT REF: THIS PLAN SHEET REFLECTS THE CITY OF AUBURN'S MINIMUM LANDSCAPING REQUIREMENTS. Approved By: Date Approved.-, a V Q U as D F- 0 d Q J 00 U_ I W N (n nn� u Z 8 c� Z W Z �, Q °" $� Z O E N U 4 Z >- � 0 0 W ---� _ z NW N Q Q I=— Z <CD W LY_ W J W m S E ti DATE 5/ 17/02 DRAWN AM CHECKED DED JOB NO. 01189 SHEET NO. L2 S:\01\O11189\CML-DWGS\L2-189.dwg I Drafter Name: M. CORDICE I Plot Dote: MAY 14 2002 14:54:54 1 Lost Modified Date: MAY 14 2002 14:18:44 '1 Submittal: PERMIT SET Q 3 i1 1 7 � 1 PF o ? 9 ( � (/ .i.