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HomeMy WebLinkAbout17D0011SECTION 23, TOWNSHIP 21 N, RANGE 4 Ej W.M. SITE PLAN NORTH SCALE: 1 = 20 OWNER M & 0 DEVELOPMENT, INC 1611 WEST VALLEY HWY S, AUBURN, WASHINGTON 98002 (253) 939-7164 ENGINEER RUPERT ENGINEERING, INC JB RUPERT, PE 1519 WEST VALLEY HWY N, STE #101 AUBURN, WASHINGTON 98001 (253) 833-7776 VERTICAL DATUM CITY OF AUBURN SURVEY NAVD 88 BENCHMARK # 03-L ELEVATION 79.85 FEET PARCEL NUMBER 375160-0709 GENERAL NOTES SURVEYOR HOLMVIG, DEWITT, AND ASSOCIATES PAUL KUHNLE, PLS 1036 COLE ST ENUMCLAW, WA 98022 (360) 825 6963 BASIS OF BEARING RECORD OF SURVEY BY DANNY P. HALLIN, PLS DATED APRIL 1982 AND RECORDED IN VOLUME 31 OF SURVEYS, PAGE 240-2400 UNDER RECORDING NO. 8204239001, OF KING COUNTY, WASHINGTON. LEGAL DESCRIPTION REVISED LOT 1 OF CITY OF AUBURN LOT LINE ADJUSTMENT NO. LLA-01-0007 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANC 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 SPECIFICATION FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" (2008), EXCEPT WHEF SUPPLEMENTED OR MODIFIED BY THE CITY'S CONSTRUCTION STANDARDS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE STAR OF ALL CONSTRUCTION. CONTACT THE PLANNING AND DEVELOPMENT DEPARTMENT AT 253- 804-5076 TO SCHEDULE A MEETING. 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S 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 GOVERN BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CAL ONE -CALL (811) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 5. IF A PROPOSED ROUTE IS NOT INCLUDED ON THESE PLANS, A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO THE START OF CONSTRUCTION. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, A SEPA AMENDMENT MAY BE REQUIRED TO EVALUATE THE IMPACTS AND DETERMINE MITIGATION REQUIREMENTS BEFORE BEGINNING WORK. HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES, AS DETERMINED BY THE CITY. 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. CONSTRUCTION NOTES: T ED HANDICAP STALL SIGN PER DTL 2 SHT C5. INSTALL PRECAST CONCRETE WHEEL STOP 2' CLEAR OF SIDEWALK. (TYP. 4 TIMES). � ASPHALT PAVEMENT AND EXTRUDED CURB PER TYP DTL 1 /C5. ¢ REMOVABLE BOLLARDS PER WSDOT STD PLAN H-60.10-01 (TYP. 3 TIMES) DTL SHT C4. BOLLARDS PER WSDOT STD PLAN H-60.20-01 (TYP. 7 TIMES) DTL SHT C4. © INSTALL STAIR AND RAILING PER DTL 7 SHT C5. INSTALL GUARD RAIL PER DTL 8 SHT C5. L ® CONCRETE SIDEWALK PER DTL 10 SHT C5. PROPOSED TRASH AND RECYCLE ENCLOSURE TO MEET SCREENING REQUIREMENTS OF ACC 18.50.040(C)(5)(c). 10 PAINT 4" WIDE SOLID WHITE PARKING LINES (TYP). NO PARKING SIGN R8-3a (® 45' TO STREET.) W/ARROWS AS SHOWN. CAST -IN -PLACE CONCRETE CURB, PER DTL 5 SHT C5 13 PAINTED CROSS WALK (WHITE). CODE NOTES: ZONING: C3 HEAVY COMMERCIAL OCCUPANCY: B = 7,886 SF S1 = 4,014 SF BLDG SIZE: 11,900 SF CONSTRUCTION TYPE: VB-SPRINKLERED ALLOWABLE AREA: 9,000 SF x 2 (SPRINKLERED) > 11,900 SF TOTAL LOT AREA = 120,296 SF DEVELOPED AREA = 30,741 SF LANDSCAPED LOT AREA = 89,555 SF (74% > 15%) ACC 18.50.040 (B) PARKING AREA = 4,946 SF LANDSCAPE PARKING = 693 SF (14% > 7%) ACC 18.50.040 (C4) SETBACKS: FRONT = 90.4 FT > 20' N. SIDE = 14.9 FT > 0 S. SIDE = 27.0 FT > 0 REAR - 432.8 FT > 0 REQUIRED PARKING PLANNING NOTES- SPACE AREA (SF) SPACE/1000 STALL REQ. RETAIL COMMERCIAL 5,982 2.5 14.95 OFFICE 3,333 2.0 6.67 PROPERTY AND PARKING LOT LIGHTING - IN ACCORDANCE WITH ACC REPAIR SHOP 2,184 2.5 5.46 18.52.050 (C) PARKING LOT LIGHTING MUST NOT EXCEED 'hF00T TOTAL PARKING SPACE REQUIRED 27.00 CANDLES AT THE PROPERTY LINE. THE BUILDING PLAN SET MUST SHOW IF ANY EXTERIOR LIGHTING IS PROPOSED. THE PLAN PARKING SPACE PROVIDED MUST THROUGH SUBMITTAL OF LIGHT FIXTURE SPECIFICATIONS OR HANDICAP 2 OTHER METHODS INDICATE THE LIGHT LEVELS WHICH WOULD BE REGULAR STALLS 21 EXPECTED AT THE PROPERTY LINES MEETS THIS REQUIREMENT. COMPACT STALLS 5 (18%) TOTAL PARKING PROVIDED 28 PER ACC 18.52.050 (B) DESIGNATED PARKING AREAS SHALL BE USED IMPERVIOUS SURFACE COVERAGE FOR VEHICLE PARKING ONLY WITH NO STORAGE OR REPAIR WORK. _ SINCE NO OUTDOOR STORAGE IS PROPOSED, PURSUANT TO ACC EXISTING IMPERVIOUS SURFACE 18.50.060(G) NO OUTSIDE STORAGE CAN BE ALLOWED SINCE ITS NEW IMPERVIOUS SURFACE LOCATION IS REQUIRED TO BE IDENTIFIED ON THE PLANS AND THE PAVEMENT AREA MUST BE SCREENED WITH LANDSCAPING. BUILDING SHEET INDEX TOTAL NEW REQUIRED PERMITS 0 SF 18,841 SF 11,900 SF 30,741 SF C1 - SITE PLAN C2 - TESC PLAN ADDITIONAL NON -BUILDING PERMITS REQUIRED ABBREVIATIONS C3 - GRADING, DRAINAGE & UTILITY PLAN FROM THE CITY OF AUBURN C4 - SECTION AND DETAILS 3) BACKFLOW PERMITS. CLC - - C5 - DETAILS C6 - STORMTECH CHAMBERS 1) GRADING PERMIT. CB - C7 - DRIVEWAY SIGHT DISTANCE PLAN 1) FIRE LINE CONNECTION PERMIT. CL - C8 - EXISTING SITE EASEMENT PLAN 1) SEWER PERMIT. CO - L1 - LANDSCAPE PLAN 1) STORM PERMIT. D - L2 - LANDSCAPE SCHEDULE & DETAILS 2) WATER PERMIT. DDCV - L3 - LANDSCAPE SPECIFICATIONS DI - STORM PERMIT QUANTITY TOTAL DISTURBED AREA = 34,166 SF TOTAL ADDED IMPERVIOUS AREA = 32,584 SF 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. DS - D/W - EL - ESMT - FD - FDC - FF - BUILDING CORNER COMPACT CATCH BASIN CLASS CLEAN OUT STORM DRAIN DOUBLE DETECTOR CHECK VALVE DUCTILE IRON DOWNSPOUT DRIVEWAY ELEVATION EASEMENT FOUNDATION DRAIN FIRE DEPTARTMENT CONNECTION RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE VICINITY MAP LEGEND NORTH DESCRIPTION NEW EXISTING STORM SEWER D - - - D - - - SANITARY SEWER S - - - S - - - WATER W - - -W- - - CONTOURS 50 ------ 50 --- SILT FENCE F POWER (OHP/UGP) — OHP/UGP — -- 0H1P/UGP - ASPHALT PAVING CONC. PAVING GRAVEL SURFACE 0 OVERLAY LANDSCAPING CONCRETE CURB - SPOT ELEVATIONS x x.xx PARKING COUNT O FOUND CASE MON O FIRE HYDRANT GAS METER 0 101 GUY WIRE ANCHOR E----- JUNCTION BOX m ❑ PARKING LOT LIGHT POWER POLE W/TRANSFORMER G POWER VAULT ROCKERY CA" c1ccx_ 1 SIGN T SIGNAL POLE =--� STORM CATCHBASIN ■ ❑ STREET LIGHT }— TELEPHONE JUNCTION BOX TELEPHONE VAULT ML T j UNDERGROUND POWER op UTILITY POLE -■- -a- UTILITY MANHOLE O WATER METER WATER VALVE N FHY - FL - H/C - IE - LF - L/S - MH - MJ - OVHD - RL - REF - R/W - S - LO Nw CD CD w _j &010 U) FIRE HYDRANT SQ FT - SQUARE FEET FLANGE JOINT S/W - SIDEWALK HANDICAP T - TELEPHONE INVERT ELEVATION TC - TOP OF CURB LINEAR FEET TP - TEST PIT LANDSCAPING U.N.O - UNLESS NOTED OTHERWISE MANHOLE S - SOUTH MECHANICAL JOINT W - WEST OVERHEAD E - EAST PROPERTY LINE N - NORTH RADIUS NW - NORTHWEST REFERENCE DRAWING SW - SOUTHWEST RIGHT-OF-WAY NE - NORTHEAST SANITARY SEWER SE - SOUTHEAST PROJECT REF: GRA 13-0025�� i 1 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS TITLE/POSITION: ,A t CONFIRMED BY CITY. .T ZI DATE: F - d -1 APPROVED BY: 00 co N i o � (n N x z w J J w E. DATE 01 /23/14 DRAWN MC CHECKED DED JOB NO. 13076 ® U SHEET NO. DATE APPROVED: O I zn 1 t{ c 1 OF 11 3:\2013\13076 Indian Motorcycle\01-CIVIL\C1-MYLAR-sht.dwg I Drafter Name: M. CORDICE I Plot Date: JAN 29 2014 14:08:45 1 Last Modified Date: JAN 29 2014 13:18:00 1 Submittal: FINAL SET I I I � I $ i I I I CB RIM=91.3 ` $ 12"PVC(E 4"PVC(W), r^ ` o' I CB -D CB o �l of r -W-�- - W- SDMH I RIM=100.02 18"PVC(SW)=95.22 - 18"PVC(E)=93.82 S89-20'11"W__-__-__-_____._ SECTION 23, TOWNSHIP 21 N, RANGE 4 Ej W.M. o I CB I RIM=91.18 I 12"PVC(E)=87.36 12"PVC(W)=87.67 6"PVC(N)=88.64 MH I I SDMH RIM=92.32 RIM=93.16� 8"PVC($)=81.8 I EX�^ 667.31 u / G -D- - -D- - -D- -D - - D- - -D- ._ -D- - -D- _D-- D- I o - - D � - - - D - - - D- - - D - - - D - -9 6 D___ D - - D - - - 98 l � 0 SDMH TYPE 2-48" f' RIM=108.25 18"P VC(NE)=105.02 I I TOP OF BIRD CAGE=109.21 II ✓� II � I I II 1 1 I � 0 1 Ii REVISED LOT 1 CITY OF AUBURN 11 --- LOT LINE ADJUSTMENT NUMBER LLA-01-0007 C TAX PARCEL o NUMBER 375160-0709 _ % 96) of �1 of 1 c �l o; iv 1 uo CDo l o �CD ���r L_ �o I _ o 667.15 4r?=----------------------------------�---- _ '89'2O'11"E % �o� 01 cb F HYD CB RIM=103.17 v f oG SSM SS H RIMff85.1 RI =98.2 PVC 10 PVC( PVC J10',,PVC(E j=89.20 89.06 DPIP ET XG 43 LF 6" PVC SS ® OS5% -D 66 I 68 �D� I --s- ;-s---s--s---s HYD I 13�1049095 r -w C - -w- - -W- - - w- - � 1 I CENTER SECTION S23-T21 N--R4EWM ' NO MON 12"PVC E=100.33 1 ASPHALT PAVED L 7 ,S' 12"PVC�S�=100.28 1 PARKING LOT i C - -D- - -D-*-- - -D- - -D- D© CB o 1 RIM=103.09 / IE=86.66 1 12"PVC(W)=100.76 ,S 6" PLUG 1 � I �W---W---W---W---W---W---W---W 57--W---W---W-W---t�V TESCPLAN SCALE: 1„ = 20 NORTH z\ NOTES 1. PRIOR TO MOVING ANY MATERIALS OR EQUIPMENT ON PUBLIC STREET, THE CONTRACTOR SHALL SUBMIT A HAUL ROUTE PLAN TO THE ENGINEER FOR APPROVAL PER SECTION 1-06.7 OF THE CONSTRUCTION STANDARDS. SSMH RIM=91.47 8"PVC(N)=86.11 8"PVC(S)=85.87 GIS - - - GAS - - - GAS - - - - Lw - - - Lw - FXG 6" PVC SS 15' WIDE WATERMAIN EASEMENT (TYP.) RECORDING C0020607001944 AND #20071107002022 -s---s-- _SSMH RIM=98.33 8"PVC N =85.03 8"PVC$ =84.99 8CPBVC E =84.83 RIM=98.62 12"PVC(S)=96.60 DUST CONTROLNOTES: 1. CONTRACTOR SHALL MINIMIZE THE PERIOD OF SOIL EXPOSURE USE OF TEMPORARY GROUND COVER AND OTHER TEMPORARY STABILIZATION SUCH AS SEEDING AND MULCHING, AND EROSION BLANKETS. 2. DURING CONSTRUCTION AND DRY WEATHER, SPRINKLE THE SITE WITH WATER UNTIL SURFACE AREA IS WET. REPEAT THE PROCESS AS NEEDED DURING THE DAY. 3. ALL TRUCK MUST USE THE CONSTRUCTION ENTRANCE AS SHOWN ON THE T.E.S.C. PLANS TO PREVENT CARRYING MUD INTO STREET. 4. DURING CONSTRUCTION, ALL PROPERTIES AND ALL PUBLIC STREETS ADJACENT TO PROJECT WHICH WILL BE USED BY CONSTRUCTION TRAFFIC SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION. GEOTECHNICAL NOTES 1. CLASS 'B' STRUCTURAL FILL SHALL BE PROVIDED IN TOP 12" OF FILL. REMAINDER OF FILL SHALL BE SELECT BORROW. ALL IMPORTED MATERIAL SHALL BE CLEAN AND FREE OF ANY HAZARDOUS OR ENVIRONMENTAL CONTAMINATES. FILL SHALL BE COMPACTED IN UNIFORM 12" LIFTS. 2. BENEATH THE SPARSE GROUND COVER, A THIN LAYER OF OBVIOUS FILL OF 1 TO 3 FEET IN THICKNESS CONSIST OF COMPACTED GRAVEL, SILTY SAND CONTAINING VARYING AMOUNTS OF COBBLES. UNDERLYING THE FILL IS UNDISTURBED GLACIAL TILL OBSERVED TO BE A VERY DENSE GRAVEL SILTY SAND WITH SOME COBBLES. 3. THE ON -SITE SOIL IS GENERALLY SILT AND THEREFORE MOISTURE SENSITIVE. THE MOISTURE CONTENT OF THE SILTY, ON -SITE SOIL MUST BE AT, OR NEAR, THE OPTIMUM MOISTURE CONTENT, TO BE CONSISTENTLY COMPACTED TO THE REQUIRED DENSITY. MOISTURE -SENSITIVE SOIL IS SUSCEPTIBLE TO EXCESSIVE SOFTENING AND "PUMPING" FROM CONSTRUCTION EQUIPMENT. 4. FOLLOW ALL THE RECOMMENDATION OF THE GEOTECH CONSULTANT, INC, OCTOBER 7th 2013 GEOTECHNICAL ENGINEERING STUDY FOR TAX PARCEL 3751600709. 5. IF SITE IS DRY AND SOIL ARE ACCEPTABLE TO THE GEOTECH ENGINEER EXCAVATION SOILS FROM STORM CAPTURE SYSTEM CAN BE USED TO RAISE THE WHOLE SITE 6". OWNER AND CIVIL ENGINEER MUST APPROVE WORK PLAN TO RAISE 6" PRIOR TO PROCEEDING. 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 MATERIAL 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 REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS AND THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL PONDS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED. 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 MAY 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN SEVEN (7) DAYS SHALL BE STABILIZED. FROM OCTOBER 1 TO APRIL 30, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN TWO (2) DAYS SHALL BE STABILIZED IMMEDIATELY. SWPPP NOTE_j Q 1. BENCHMARK IS AN INDICATOR VALUE USED TO DETERMINE THE o F�- EFFECTIVENESS OF BMP's ON A SITE. BENCHMARKS ARE NOT WATER U QUALITY CRITERIA OR EFFLUENT LIMITS, BUT INDICATORS OF PROPERLY FUNCTIONING PRACTICES. O� WATER QUALITY STANDARDS FOR SURFACE WATERS OF THE STATE OF WASHINGTON (CHAPTER 173-201A-030 WAC) STATE THAT TURBIDITY SHALL Q NOT EXCEED 5 NTU OVER BACKGROUND TURBIDITY WHEN BACKGROUND Fk--j ZQ TURBIDITY IS 50 NTU OR LESS, OR HAVE MORE THAN A 10 PERCENT INCREASE IN TURBIDITY WHEN THE BACKGROUND TURBIDITY IS MORE J THAN 50 NTU (CLASS AA AND A). 5;� CE 2. THE CONSTRUCTION STORMWATER GENERAL PERMIT ESTABLISHES A \ NARRATIVE TECHNOLOGY -BASED EFFLUENT LIMITATION OF "ALL U) o KNOWN, AVAILABLE, AND REASONABLE METHODS OF PREVENTION, W CONTROL, AND TREATMENT" (AKART). AKART SHALL REPRESENT THE w Ln V) st MOST CURRENT METHODOLOGY THAT CAN BE REASONABLY REQUIRED Z x� X FOR PREVENTING, CONTROLLING, OR ABATING THE POLLUTANTS o � ASSOCIATED WITH A DISCHARGE. THE CONCEPT OF AKART APPLIES TO Z BOTH POINT AND NON -POINT SOURCES OF POLLUTION. THE TERM BEST W 0 MANAGEMENT PRACTICES," TYPICALLY APPLIED TO NON -POINT SOURCE & POLLUTION CONTROLS IS CONSIDERED A SUBSET OF THE AKART.- REQUIREMENT. Q�I>1 o _ ao 3. CONSTRUCTION STORMWATER GENERAL PERMIT PERMITTEES WHO 00 CHOOSE TO FOLLOW THE STORMWATER MANAGEMENT PRACTICES co -LO CONTAINED IN APPROVED STORMWATER TECHNICAL MANUALS (SMMWW Z 2005), INCLUDING THE PROPER SELECTION, IMPLEMENTATION, AND pY O U �, 3 w MAINTENANCE OF APPROPRIATE BMPs, INCLUDING, BUT NOT LIMITED TO, ~ SAMPLING, MONITORING, ADAPTIVE MANAGEMENT MECHANISMS, REPORTING AND RECORD KEEPING (AS DEFINED BY RCW 90.48.555) ARE PRESUMED TO HAVE SATISFIED THIS DEMONSTRATIVE REQUIREMENT Q AND DO NOT NEED TO INCLUDE WITHIN THE SWPPP THE TECHNICAL BASIS WHICH SUPPORT THE PERFORMANCE CLAIMS FOR THE BMPS BEING z USED. THIS IS CONSIDERED THE PRESUMPTIVE APPROACH. z 4. THE CONSTRUCTION STORMWATER GENERAL PERMIT PROPOSES A m NARRATIVE REQUIREMENT TO COMPLY WITH WATER QUALITY C) Q STANDARDS. IF SITE -SPECIFIC ANALYSIS REVEALS THAT STORMWATER M DISCHARGES ARE VIOLATING WATER QUALITY STANDARDS OF WAC 173- Q 201 A-030, ENFORCEMENT ACTIONS MAY BE TAKEN. WASHINGTON'S ANTIDEGRADATION POLICY STATES THAT DISCHARGES INTO A RECEIVING WATER SHALL NOT FURTHER DEGRADE THE EXISTING WATER QUALITY OF THE WATER BODY. IN CASES WHERE THE NATURAL C/j CONDITIONS OF A RECEIVING WATER ARE OF LOWER QUALITY THAN THE \ to CRITERIA ASSIGNED, THE NATURAL CONDITIONS SHALL CONSTITUTE THE J WATER QUALITY CRITERIA. SIMILARLY, WHEN THE NATURAL C-) = CONDITIONS OF A RECEIVING WATER ARE OF HIGHER QUALITY THAN THE z CRITERIA ASSIGNED, THE NATURAL CONDITIONS SHALL BE PROTECTED (WAC 173-201A-070). MONITORING AND BENCHMARK VALUES WITH Q J ADAPTIVE MANAGEMENT ARE THE PERMITTEE'S PRIMARY TOOLS TO 0 J EVALUATE THE EFFECTIVEMESS OF THEIR BMPs IN MEETING O > ANTIDEGRADATION REQUIREMENTS. DISCHARGES AT OR BELOW Z M TURBIDITY BENCHMARK INDICATE THE EROSION AND SEDIMENT CONTROL BMPS ARE FUNCTIONING EFFECTIVELY TO PROTECT WATER QUALITY AND THE BENEFICIAL USES IN THE RECEIVING WATER. ON THE L OTHER HAND, DISCHARGES ABOVE THE BENCHMARK INDICATE THAT o BMPs NEED REEVALUATION. �- 5. FOR SWPPP SAMPLING GUIDANCE SEE WASHINGTON STATE DEPARTMENT OF ECOLOGY PUBLICATION ON "HOW TO DO STORMWATER MONITORING" A GUIDE FOR CONSTRUCTION SITES MARCH 2O06, PUBLICATION #06-10-020 HTTP://WWW.ECY.WA.GOV/BIBLIO/0610020.HTML 6. THE BENCHMARK VALUE FOR PH IS 8.5 STANDARD UNITS. IF NECESSARY, ADJUST OR NEUTRALIZE A HIGH PH WATER USING AN APPROPRIATE TREATMENT BMP SUCH AS CO2 SPARGING OR DRY ICE (CO2). THE PERMITTEE SHALL OBTAIN WRITTEN APPROVAL FROM ECOLOGY PRIOR Z TO USING ANY FORM OF CHEMICAL TREATMENT OTHER THAN CO2 ,Q SPARGING OR DRY ICE. CO2 DISSOLVES IN WATER TO FORM CARBONIC ACID (CO2 + H2O = H2CO3). CARBONIC ACID REACTS WITH ANY BASE (CEMENT 12.5 PH) IF THE PH OF THE STORMWATER SOLUTION IS HIGHER 0- THAN 5.6 PH. ONCE THE NEUTRALIZATION HAS HAPPENED, THE CONCENTRATION OF CARBONIC ACID DROPS, SO MORE CO2 DISSOLVES, U NEUTRALIZING MORE BASE, LOWERING THE CARBONIC ACID CONCENTRATION, SO MORE CO2 DISSOLVES. THIS PROCESS CONTINUES (� UNTIL ONE OF TWO THINGS HAPPENS: EITHER ALL THE BASE IS W NEUTRALIZED AND THE PH OF THE SOLUTION IS 5.6 OR LOWER, OR YOU RUN OUT OF CO2 GAS OR DRY ICE TO FORM CARBONIC ACID. THE LATTER IS MORE LIKELY, SINCE THERE ARE FEWER MOLECULES IN A GAS OR DRY ICE THEN IN THE STORMWATER SOLUTION. REQUIREMENTS FOR EXPOSED CONSTRUCTION SEQUENCE SOIL STABILIZATION 1. ATTEND A PRE -CONSTRUCTION MEETING WITH THE CITY OF AUBURN. 1. STABILIZATION METHOD: HYDROSEEDING & MULCHING 2. ESTABLISH CLEARING AND GRADING LIMITS FOR THE SITE. A. TIME OF PLANTING - DURING THE TIME PERIOD BETWEEN APRIL 1 3. INSTALL SILT FENCE, CATCH BASIN INSERTS AND OTHER EROSION & THROUGH JUNE 30 AND SEPTEMBER 1 THROUGH OCTOBER 31. SEDIMENTATION CONTROL MEASURES AS NECESSARY. (NOTE: IF PLANTING BETWEEN JULY 1 AND AUGUST 31, IRRIGATION MAY BE REQUIRED. IF PLANTING BETWEEN NOVEMBER 4. BEGIN FINAL SITE FINE GRADING OPERATIONS. THE CONTRACTOR SHALL 1 AND MARCH 31, MULCHING WILL BE REQUIRED IMMEDIATELY ENSURE THAT NO SILT -LADEN RUNOFF DISCHARGES TO THE ADJACENT AFTER PLANTING.) PROPERTIES OR TO EXISTING STORMWATER SYSTEM. B. SEEDBED PREPARATION - THE SEEDBED SHOULD BE FIRM, BUT NOT 5. AS CONSTRUCTION PROGRESSES, REVEGETATE ALL SLOPES AND COMPACT, WITH A FAIRLY FINE SURFACE FOLLOWING SURFACE DISTURBED AREAS AS SPECIFIED BY THE "REQUIREMENTS FOR EXPOSED ROUGHENING. SURFACE ROUGHENING SHOULD BE DONE AT RIGHT SOIL STABILIZATION". ANGLES TO THE SLOPE AND PREFERABLE "CAT WALKED" UP SLOPE. 6. BEGIN INSTALLATION OF BUILDING, STORM, WATER, SEWER, ROCKERY, C. FERTILIZATION - AS PER SUPPLIER'S RECOMMENDATIONS. AND UTILITIES. DEVELOPMENTS ADJACENT TO WATER BODIES AND WETLANDS MUST USE NON -PHOSPHOROUS FERTILIZER. 7. BEGIN ASPHALT, CURB, FENCE AND LANDSCAPING INSTALLATION. D. SEEDING - APPLY THE SEED MIXTURE PER COA CONSTRUCTION STD 8-01.3(2)B 8. REMOVE TESC MEASURES UPON FINAL STABILIZATION AND APPROVAL TO THE PREPARED SEED BED AT A RATE OF 5 LBS/1,000 SF. FROM CITY IN �E��STRUCTION NOTES. GRADING QUANTITIESE E. HYDROSEEDING APPLICATIONS WITH APPROVED SEED -MULCH - FERTILIZER MIXTURES MAY ALSO BE USED. CUT = 143 YDS SILT CONTROL FENCE PER COA STD EROSION-03. FILL = 278 YDS F. MAINTENANCE - SEEDING SHOULD BE SUPPLIED WITH ADEQUATE CONSTRUCTION ENTRANCE PER COA STD DTL MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY IN EROSION-01. ABNORMALLY HOT OR DRY WEATHER, OR ON ADVERSE SITES. WATER CATCH BASIN PROTECTION PER COA STD DTL ASIN APPLICATION RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF. EROSION INADEQUATE AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO WATER. ® REMOVE CONCRETE RINGS AND RAISE FRAME AND GRATE TO NEW GRADE. REMOVE EXISTING EXTRUDED CURB. NOTE: QUANTITIES ARE ESTIMATES AND SHOULD NOT BE USED FOR BIDDING PURPOSES UTILITY CONFLICT NOTE: RECORD DRAWING CERTIFICATION PROJECT REF: GRA 13-0025 cal Z$ THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, SE DRAWINGS CONFORM TO THE DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON CTOR CONSTRUCTION RECORDS. . THESE PLANS ARE APPROVED FOR THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE CONFORMANCE WITH THE CITY OF AUBURN'$ THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. ENGINEERING DIVISION REQUIREMENTS THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND - THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY BYs --- -7) - DATE:*, CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. APPROVED BY: LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT TITLE/POSITION: 416,�OV JrIIIIIIII� .10 GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. DATE APPROVED: 3o�z,��y TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONFIRMED BY CITY: ,T� DATE: J w w ' 3TER � L E' DATE 01 /23/14 DRAWN Mc CHECKED DED JOB NO. 13076 SHEET NO. C`2 2 OF 11 7 D 0 /1 S:\2013\13076 Indian Motorcycle\01-CIVIL\C2.dwg I Drafter Name: M. CORDICE I Plot Date: JAN 28 2014 08:36:21 1 Last Modified Date: JAN 28 2014 08:32:10 1 Submittal: FINAL SET SDMH RIM=100.02 18"PVC SW)=95.22 UC3 18"PVC�E)=93.82 UC2 S89-20'11"W ci I co -D I I / 8.50 SDMH TYPE 2-48" RIM=108.25 18"P VC(N E)=105.02 r TOP OF BIRD CAGE=109.21 / )I II I I I it I I o N` f I I o Ij REVISED LOT 1 CITY OF AUBURN LOT LINE ADJUSTMENT NUMBER LLA-01-0007 TAX PARCEL NUMBER 375160-0709 98.50 99 NOTE: AT EVERY I WATER FITTING 2 I UC11 o n UC10 04 o I I 98, I 99.50 i o - / - P7 / I -- - - - - -o---------------- --i---------- -- ---S- o s---s�---s -- =9.50' U-) h< 0, j, - - 667.15 _. _ J--------- _ '' NN89'20'11"E / V ----- 99.10 i i CB RIM=103.17 12"PVC E=100.33 12"PVC(S)=100.28 i 0 PIV LUMINAIRE ASPHALT PAVED PARKING LOT -Dfl CB RIM=103.09 / IE=86.66 12"PVC(W)=100.76 /S/ 6 PLUG \ W---W---W---W---W---W---W---W 57-W---W---W--4-W- GRADING. DRAINAGE & UTILITY PLAN ti-;, ' I I I I EXG 8" PLUG IE= 86,32<; EXG 43I LF 6" PVC - --SS ® 0�57 ----9t5- - ------VV- 1 1 -S---s --sLp -- 0 HYD-1--- - - - - -- - -- -W- -W_ --- - i CENTER SECTION i S23-T21 N- R4EWM _ NO MON---- � GAS. -- -- GAS - - -- GAS -.. -UGP-- -- -UGP- RIGATION RPBA i EXG SIDE SEWER STUB '--IE=87.50 W/ 6" PLUG EXG 6" PVC SS O 2.0%- 10x6' PRECAST �FILTERRA i i 1 15' WIDE WATERMAiN EASEMENT (TYP.) RECORDING #20020607001944 AND #20071107002022 98.20 i i L- - - - - - - - - - - - - - - - UIW-Qw-•'"----------- 8"PVC(N�:85.03 8"PVC((((S 84.99 8CPBVC E =84.83 RIM=98.62 12"PVC(S)=96.60 ,SIDE SEWER NOTE SANITARY SIDE SEWER REQUIRES SEPARATE PERMIT FROM THE CITY OF ALGONA. PROVIDE COPY OF SIGNED PERMIT TO THE CITY OF AUBURN. CLEAN OUT INVERT C.O.A. STD. DETAIL C01 93.02 SEWER-03 CO2 97.00 SEWER-03 CO3 96.10 SEWER-03 C04 97.00 SEWER-03 C05 92.80 SEWER-03 C06 93.60 SEWER-03 C07 94.10 SEWER-03 C08 94.80 SEWER-03 C09 95.50 SEWER-03 C010 87.50 WSDOT B-85.40-00 Col 91.10 WSDOT B-85.40-00 C012 93.35 WSDOT B-85.40-00 C013 94.82 SEWER-03 1 1 1 • : KUM UTILITY CROSSING # TOP PIPE INVERT UTILITY LOWER PIPE CROWN UTILITY SEPARATION UC1 95.50 WATER 85.70 SAN 9.80 UC2 93.80 STORM 91.40 WATER 2.40 UC3 93.70 STORM 92.70 GAS 1.00 UC4 92.30 GAS 91.30 WATER 1.00 95.83 STORM 89.90 SAN 5.93 89.75 STORM 88.00 SAN 1.75 88.70 STORM 84.00 SAN 4.70 rUC 95.20 STORM 85.80 SAN 9.40 88.50 GAS 86.50 WATER 2.00 94.50 STORM 93.00 WATER 1.50 UC11 94.50 STORM 93.00 WATER 1.50 UC12 94.50 STORM 93.00 GAS 1.50 CITY CONSTRUCTION NOTES WATER MAIN PREVENTING REVERSE FLOW PRIOR TO BEGINNING THE WATER MAIN INSTALLATION THE CONTRACTOR SHALL PREPARE A PLAN SHOWING THE INTENDED METHOD, IN DETAIL THAT WILL BE INCORPORATED TO INSURE THE PREVENTION OF REVERSE FLOW FROM ENTERING THE EXISTING DISTRIBUTION SYSTEM. THE PLAN SHALL MEET THE REQUIREMENTS OF WAC 246-290-490. THE CONTRACTOR SHALL CONSIDER THIS PLAN AS A SUBMITTAL, AND SUBMIT IT PER THE SPECIFICATION PROVIDED IN SECTION 1-06 (SUBMITTALS). THE ENGINEER MUST APPROVE THIS PLAN PRIOR TO THE CONTRACTOR STARTING WORK ON THE WATER MAIN. FIRE LANE CRITERIA FOR COMMERCIAL, CONDOMINIUM AND APARTMENT SITE SEC. 503.2.1 DIMENSIONS, THE FOLLOWING MINIMUM DIMENSIONS SHALL APPLY FOR FIRE APPARATUS ACCESS ROADS. 1. FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED WIDTH OF NOT LESS THAN 20 FEET (6096 MM), EXCEPT FOR APPROVED SECURITY GATES IN ACCORDANCE WITH SECTION 503.6, AND AN UNOBSTRUCTED VERTICAL CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES (4115 MM). SEC. 503.3 MARKING. FIRE APPARATUS ACCESS ROAD SHALL BE MARKED WHENEVER NECESSARY TO MAINTAIN THE UNOBSTRUCTED MINIMUM REQUIRED WIDTH OF ROADWAYS. SUBJECT TO THE FIRE CODE OFFICIAL'S PRIOR WRITTEN APPROVAL, MARKED FIRE APPARATUS ACCESS ROADS, OR "FIRE LANE" AS DEFINED IN SECTION 502.1 OF THE CODE, MAY BE ESTABLISHED OR RELOCATED AT THE TIME OF PLAN REVIEW, PRE -CONSTRUCTION SITE INSPECTION, AND/OR POST CONSTRUCTION SITE INSPECTION AS WELL AS ANY TIME DURING THE LIFE OF THE OCCUPANCY. ONLY THOSE FIRE APPARATUS ACCESS ROADS ESTABLISHED BY THE FIRE CODE OFFICIAL CAN UTILIZE YELLOW MARKING PAINT AND THE TERM "FIRE LANE". FIRE LANES SHALL BE MARKED AS DIRECTED BY THE FIRE CODE OFFICIAL IN ACCORDANCE WITH ACC 10.36.175. WATER SERVICE MATERIALS ALL WATER SERVICE MARTIAL SHALL BE LOW LEAD BRASS CDA 89833 OR CDA 89520, AND SHALL MEET ANSI/AWWA C800 AND NSF 61 ANNEX G MAXIMUM LEAD REQUIREMENTS. UNDER GROUND PIPING MATERIAL SIZE LENGTH SLOPE C.O.A. STD. D ETAI L P1 PVC SDR-35 10" 32' 0.5% TRAFFIC-02 P2 PVC SDR-35 8" 27' 0.5% " P3 PVC SDR-35 8" 38' 0.5% WSDOT B-55.20-00 P4 PVC SDR-35 8" 50' 0.5% TRAFFIC-02 P5 PVC SDR-35 8" 70' 0.5% " P6 PVC SDR-35 8" 50' 0.5% " P7 PVC SDR-35 8" 80' 0.5% " P8 PVC SDR-35 8" 55' 0.5% " P9 PVC SDR-35 10" 3' 0.5% " P10 PVC SDR-35 6" 85' 2% " P11 PVC SDR-35 6" 130' 1.0% " P12 PVC SDR-35 6" 140' 1.0% " P13 PVC SDR-35 6" 50' 7.6% " P14 PVC SDR-35 6" 70' 9% " P15 PVC SDR-35 12" 55' 1.2% - P16 ADS N-12 24" 15' 0.0% - P17 PVC SDR-35 6" 17' 6.3% - FIRE SPRINKLER SYSTEMS NOTES SPRINKLER SYSTEMS SHALL MEET CITY OF AUBURN STANDARD 7.01.5.2 AND THE FOLLOWING REQUIREMENTS: 1. PROPOSED FIRE LINE TO BE SIZED BY A FIRE PROTECTION ENGINEER. 2. BACKFLOW PROTECTION IS REQUIRED ON FIRE SPRINKLER LINES 3. A SEPARATE DETAILED PLAN OF THE UNDERGROUND FIRE SPRINKLER SUPPLY 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. 4. A POST INDICATOR VALVE SHALL BE INSTALLED ON THE FIRE SPRINKLER SUPPLY LINE TO ISOLATE THE SYSTEM FROM THE CITY'S WATER SYSTEM WHEN REQUIRED FOR REPAIR. 5. BLOCKING, PIPING, AND RODDING DETAILS SHALL BE PROVIDED WITHIN THE SUBMITTAL. 6. APPROVAL OF THE CIVIL PLANS DOES NOT APPROVE THE INSTALLATION OF THE SPRINKLER SYSTEM SUPPLY PIPING. CROSS CONNECTION CONTROL NOTES CROSS CONNECTION CONTROL SHALL MEET THE FOLLOWING REQUIREMENTS: 1. ALL BACKFLOW PREVENTION ASSEMBLIES SHALL BE INSTALLED IN A MANNER THAT WILL ALLOW PROPER OPERATION, AND IN -LINE TESTING AND MAINTENANCE. 2. A BACKFLOW ASSEMBLY PLUMBING PERMIT IS REQUIRED FOR ALL ASSEMBLIES INSTALLED WITHIN THE CITY OF AUBURN, AND/OR THE CITY'S WATER DISTRIBUTION SYSTEM. 3. BACKFLOW ASSEMBLIES MUST BE ON THE CURRENT WASHINGTON STATE DEPARTMENT OF HEALTH - BACKFLOW ASSEMBLIES APPROVED FOR INSTALLATION LIST. 4. BACKFLOW ASSEMBLIES MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER, AND INSPECTED AND APPROVED BY A CITY OF AUBURN CROSS CONNECTION CONTROL SPECIALIST. 5. PRIOR TO INSTALLATION, SUBMIT TO THE DEVELOPMENT REVIEW ENGINEER FOUR (4) SETS OF BACKFLOW PREVENTION ASSEMBLY PLANS, INCLUDING THE CONNECTION POINT TO THE CITY MAIN FOR REVIEW AND APPROVAL. UTILITY CONFLICT NOTE: RECORD DRAWING CERTIFICATION THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, TH�SE DRAWINGS CONFORM TO THE DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON CONTR T CT�N RECORDS. 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 B DATE: CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT TITLE/POSITION: GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. �/ d TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONFIRMED BY CITY: DATE: CONSTRUCTION NOTES: NEW 1" DOMESTIC WATER METER WITH RPBA LOCATED IN BUILDING AND 1" IRRIGATION METER WITH RPBA PER COA STD DTL WATER-19 (SIM), WATER-13, AND WATER-06 (SIM) ON MINIMUM 2 SERVICE LINE. SEE CITY CONSTRUCTION NOTES THIS SHT FOR ADDED REQUIREMENTS. C153 DIP FITTING AND CONCRETE BLOCKING PER COA STD DTL WATER-01. CLASS 52 DIP (SIZE PER SPRINKLER DESIGN). ® ROCKERY PER DTL 4/C5. FIRE SPRINKLER ROOM DDCV ON RISER, CONTROL VALVES TO BE ELECTRONICALLY SUPERVISED. © INSTALL UL/FM APPROVED FIRE DEPT. CONNECTION PER DTL 6/C5. INSTALL FLOW RESTRICTER PER DTL 3/C5. ® FILTERRA FTIB-P 12x6 WITH CLEAR THROAT OPENING (OFFLINE WQ FLOW= 0.0486 CFS). SEE TYP DTL SHT C4. INSTALL POST INDICATOR VALVE (MJxMJ). 10 STORMTECH MC-4500 CHAMBERS (68 EACH) W/ END CAPS (8 EACH). SEE SHT C6 FOR MORE DTLS. 11 CONNECT WALL DRAIN TO EXISTING STORM MH. PATCH PENETRATIONS W/ NON -SHRINK GROUT. 4" THICK CONCRETE PAD. 1 3 FIRE HYDRANT PER COA STD DTL WATER-07 AND WATER-08. HOT TAP CONNECTION TO EXG MAIN. 14 NEW HOT TAP CONNECTION SLEEVE. PROJECT REF: GRA 13-0025 jq, 01 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: DATE APPROVED: za 14 W m 0 I.j.J c Z Q Q z _J r. Q z � 'Q z W Q CD F- W W V) V) Z c O Ln a j y W 00 N o rn tf Ln V) CV X Z T 3 � cfl �o �00 J) > � 00 E v rn � J �' Q ED ;I W J V) w r` M 741 r s �STE�F�\a�c`� ZONA L E' DATE 01 /23/14 DRAWN Mc CHECKED DED JOB NO. 13076 SHEET NO. C3 3 OF 11 1700 1/ S:\2013\13076 Indian Motorcycle\01-CIVIL\C3.dwg I Drafter Name: M. CORDICE I Plot Date: JAN 28 2014 08:37:00 1 Last Modified Date: JAN 28 2014 08:32: 45 1 Submittal: FINAL SET S:\2013\13076 Indian Motorcycle\01—CIVIL\C4.dwg I Drafter Name: M. CORDICE I Plot Date: JAN 28 2014 Ud:Jd:S/ I Last Moamea uate: JAN LL ZUI'+ 10:'+i:UU I JUUMIIIUI: ruvAL Ors I / Loaf )v Y/ // 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 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/ " CURB. 2 CLASS B A.C. PAVING - -III-III=11 =III SLOPE ROVIDE 1'-O" LEVEL AREA WHERE GRADE - - - - --� SLOPES DOWNWARD OUTSIDE %FPAVING nS SUBGRADE SOIL. SEE NOTE 7NIII,I, CURB C5 NTS #4 NOSE ---__ BAR 4"THICK CONCRETE LANDING PAD EXG PVMT 92.20 3/4" THICK - PRE MOLDED FILLER. SEAL JOINT ABOVE FILLER 3" ASPHALT -TREATED BASE (ATB) 3" PAVING SECTION 3'-O" J Q U Z 0 w o VERIFY MIN. 1'-0" STAINLESS STEEL FASTENERS. ELE TTERS EETTERS& SIGN 7B -----WHITE ON BLUE BACKGROUND M &_z (12" x 18") PARKING ONLY VAN ACCESSIBLE ADDITIONAL SIGN R7-8A AT VAN ACCESSIBLE PARKING SPACES ONLY (12%6") o- NEW ASPHALT NOTES: 1. SIGN TO BE PER LOCAL JURISDICTION REQUIREMENTS. VERIFY SIZE, SHAPE & VERBAGE 2. PROVIDE SIGN AT EACH ACCESSIBLE PARKING STALL. 2 ACCESSIBLE PARKING SIGN C5 NTS 11/2" HAND GRASP RAIL PROVIDE SUFFICIENT CLR FOR HAND. TYP BOTH SIDES (10 RUNS ® 12") STL. PIPE HANDRAIL TYP TO RAILING DETAI� TYP BOTH SIDES Ya"CHAMFER- TYP. (TYP) #4 CONT. /4" THICK PRE MOLDED FILLER. SEAL JOINT ABOVE 2.0' FILLER z x PATIO � In ELEV= 98.67 6" WIDE CONC STAIR CURB BOTH SIDES 12" ~ 3" CLR. 92. 6" MIN. NATIVE FILL 2% COMPACT TO 95% o -CONCRETE SHALL HAVE 28-DAY COMPRESSIVE STAIR RI`. i STRENGTH OF 3000 PSI & 5% AIR ENTRAINMENT -REINFORCING SHALL BE PER ASTM A-615, 6" GRADE 60 7 STAIR SECTION C5 NTS OF CONC. WALL TOP OF CONC. WALL 4" DIA. x 12" DEEP 9" 12" PVC SLEEVE BLOCK OUT CENTERED @ CONC. WALL P FOR 1 1 /2" 0 STEEL PIPE GUARDRAIL POST ( GAP TO BE FILLED W/ EPDXY POST IN CONIC. WALL GROUT) 8 TYP. GUARDRAIL DETAIL C5 NTS 1 1 /0" N A CTn DIDC (TYP) D. PIPE (4" MAX CLR SPACE) 12" O/C E.W. SECTION A) N.T.S. 6„ TYP. DNC. WALL NOTES: 1. GALVANIZE AFTER ASSEMBLY. 2. PROVIDE SLEEVES FOR FIELD CONNECTIONS BETWEEN PIECES. FROM STORMTECH NOTES INV=89.75 1. USE A MINIMUM OF 54„ DIA. TYPE 2 CATCH BASIN, 611 0 NNV 2. OUTLET CAPACITY SHALL BE 100-YEAR DEVELOPED I -2a=IN PEAK FLOW. .7 3. RESTRICTOR TO BE MADE WITH NON-GASKETED PVC, A SDR-35. FROM 4. FLOW RESTRICTOR TO BE CONNECTED TO OUTLET t FILTERR PIPE WITH GASKETED CONNECTION OR ROMAC COUPLER. 5. BASIN LID FRAME AND LADDER OR STEPS ARE 10 0 �-'/ OFFSET SO: INV=92.94 --- A. RESTRICTOR IS VISIBLE FROM TOP. 12" 0 OUTLET B. ACCESS SPACE ARE IS CLEAR OF INV=89.00 RISER AND RESTRICTOR. C. COVER FRAME IS CLEAR OF CURB. PLAN VIEW 6, PROVIDE AT LEAST TWO 3"x0.090 GAUGE STAINLESS STEEL SUPPORT BRACKET ANCHORED 2" INTO N.T.S. CONCRETE WALL WITH MAX. 3' VERTICAL SPACING. 7. PIPE SIZES AND SLOPE PER PLAN. FRAME WITH SOLID LOCKABLE COVER, 8. SHOW ALLOWABLE DISCHARGE "Q" FOR EACH MARKED "DRAIN", DESIGN STORM DESIGNATION. SEE NOTE 3 HALF 2 YR.=0.004846 CFS 1' MINIMUM, 50 YR.=0.018101 CFS 100 YR.=0.022631 CFS UNDER PAVEMENT o ELEV=95.75750 YR. D `� ELEV=92.00'7 2 YR. NOTCH BOTTOM C o OEUTLET (B) A ADDITIONAL LADDER RUNGS (IN SETS) TO - 24" 0 TANKS OR VAULTS WHEN CATCH IS FILLED WITH WATER NV=95.3• ` 4-• "S A J 2' MIN. CLEARANCE TO ANY PORTION OF OF FROP-T INCLUDING ELBOWS N.T.S. RISER NOTCH 5/16" WIDE PIPE SUPPORT SEE NOTE 6 ----- HANDHOLDS, STEPS, OR <--INLET LADDER SEE NOTE 6 NOTE: ELEVATION A=89.75' Sq •So B=89.00 8"q • zg C=89.98 D=95.75- 16 • oR I-- RESTRICTOR CAP WITH E=87.OE1 90 • It' ORIFICE DIA.19/32"O F=85.00 SECTION A -A N.T.S. 3 CONTROL STRUCTURE C5 N.T.S. 11 A n r n /'1 ► 1 /'1 /1 A T 11 n T 1 e% T /'1 n 1 A n A CAST -IN -PLACE CONCRETE CURB r Y2" CHAMFER TYP. PAVING PER PLAN R ° 'A CV e 0 0 0..p o IDENTIFICATION PLATECAST NOTES: 1. IDENTIFICATION PLATECAST WILL BE BRASS. 2. IDENTIFICATION PLATECAST WILL BE 1/4" THICK 3. LETTERS WILL BE ONE INCH HIGH AND RAISED. 4. USE TWO (2) ZINC U-BOLTS TO AFFIX TO PIPE. DOUBLE 2 1/2" CONNECTOR COMPLETE WITH 30' "KNOX COMPANY" LOCKING CAPS €:J 36"-42" SINGLE STRAP SADDLE - FORD FS101 OR APPROVED EQUAL WRAP GALVANIZED PIPE - WITH 3M TAPE OR EQUAL FROM FLANGE TO 6" ABOVE GROUND LEVEL THRUST BLOCK 1. THE FIRE DEPARTMENT CONNECTION (FDC) SHALL BE LOCATED WITHIN 50 FEET OF A FIRE HYDRANT, BUT NOT LESS THAN 10 FEET 6 \_(2) #4 CONT. COMPACTED SUBGRADE PER PLAN - CONCRETE SHALL HAVE 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI AND 5% AIR ENTRAINMENT - REINFORCING SHALL BE PER ASTM A-615, GRADE 60 5 CAST -IN -PLACE CURB C5 NTS DBfrMAIION PLATECAST (AUTO SPRINKLER) PAINT THE BUILDING NUMBER VERTICALLY ON THE STREET OR PAVING SIDE OF THE FDC RAISER, IN BLACK WITH 2" HIGH NUMBERS. SIZE TO BE DETERMINED BY LEVEL III CERTIFIED DESIGNER OR CIVIL ENGINEER. GALVANIZED PIPE ABOVE GROUND SHALL BE CLEANED, AND PRIMED WITH PARKER PAINT'S QD METAL PRIME 9175 OR APPROVED EQUAL. PAINT WITH PARKER PAINT'S MARATHON 1050 SAFETY RED OR APPROVED EQUAL, EXCEPT FOR KNOX FITTING. IF BALL DRIP IS NEEDED INSTALL 1-1/2' WASHED ROCK TO AID DRAINAGE INSALL A 3/4" GRAVITY BALL DRIP AMERICAN FLOW OR APPROVED EQUAL AND A 3/4" BRASS 90' ELL BELOW THE FREEZE LINE IF DDCVA IS IN THE BUILDING AND ABOVE THE FDC D.I. FL X MJ 90' BEND PIPE FROM DDCVA, SEE APPROVED BLDG. SPRINKLER DWGS RESTRAINED JOINT FIRE. DEPARTMENT CONNECTION NTS MINIMUM 12-INCH WIDTH OF 2"-4" QUARRY SPALLS BEHIND ROCKERY 1 6 8' MAX. i H/3 FIRM UNDISTURBED J nLl►tAl _ IG SOIL TO BE VERIFIED MINM�IN�I BY SOIL ENGINEER KEYWAY SHOULD BE SLOPED DOWN TOWARDS THE FACE BEING PROTECTED GENERAL ROCKERY NOTES: 1. ROCKERY SHALL BE CONSTRUCTED IN ACCORDANCE WITH LOCAL STANDARDS, AND WSDOT STD SPEC 9-13.7 (1). 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 12" THICKNESS OF QUARRY SPALLS SHALL BE PLACED BETWEEN SURFACE PER PLANS THE ROCKERY AND THE CUT FACE, WITH A 4" DIA PERFORATED DRAIN PIPE INSTALLED AT THE BASE OF THE ROCKERY AS SHOWN. y 4. EXPOSED SLOPE SHOULD BE VEGETATED OR HYDROSEEDED FOLLOWING _�_����= COMPLETION TO REDUCE THE POTENTIAL FOR EROSION. / / ' 5. IF THE ROCKERY IS TERRACED, THE HIGHER SHALL BE SET BACK FROM THE LOWER ROCKERY A DISTANCE AT LEAST EQUAL TO THE HEIGHT OF THE LOWER \/ ROCKERY. %��i 6. ROCKERY HEIGHTS SHALL BE NO TALLER THAN 8 FEET FOR CUT ROCKERIES. NON -WOVEN �= GEOTEXTILE FABRIC 7. ROCKERIES 4' AND OVER IN HEIGHT REQUIRE A PERMIT AND INSPECTION (UBC SEC 3317.1) WHICH AT A MINIMUM SHALL CONSIST OF INSPECTION AND EVALUATION OF SUB GRADE, PLACEMENT OF BASE COURSE AND DRAINAGE, AND FINISHED ROCKERY. 8. ALL CAP ROCKS MUST BE SECURE AND NOT ABLE TO BE DISLODGED BY < HAND. 11 9. HEIGHT BOTTOM SIZES TOP SIZES 4, MAX. 4-MAN ROCK 1,2-MAN ROCK \//ma/y=�//x�/=xxix>>/��i I\ A�t\ (2,000#-4,000) (50#-700#) 4" MIN. DIA. DRAIN PIPE 5' MAX. 5-MAN ROCK 1,2,3-MAN ROCK SURROUNDED BY CLEAN (4,000#-6,000#) (50#-2,000#) WASHED 3/4" DRAIN GRAVEL 8' MAX. 6-MAN ROCK 2,3,4-MAN ROCK (6,000#-8,000#) (450#-3,000#) TYPICAL ROCKERY/FILL DET NTS LASS A (J") AIR ENTRAINED CONIC SIDEWALK WIDTH VARIES CONCRETE, 3000 psi WITHIN 4 DAYS EXPANSION JOINTS AND SCORE MARKS EXP JOINT MATERIAL PER COA STD DTL TRAFFIC-24 WHERE WALL OCCURS 4'4" CHAMFER 6" MAX OR PER PLAN 1/4: 12 SLOPE a PAVING 4a WHERE OCCURS <4 (2) #4 CONT. 12" MIN. CLASS "A" FILL "6' COMPACT TO 95% 4oz NON -WOVEN 6" ROOF DOWN SPOUT FILTER FABRIC DRAIN LINE 10 CONCRETE WALKWAY C5 NTS UTILITY CONFLICT NOTE: RECORD DRAWING CERTIFICATION THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, THESE DRAWINGS CONFORM TO THE DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE CO, ONSTRUCTION RECORDS. 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 BY, DATE CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT TITLE/POSITION: gFiiC,je;,Aitl Ae 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. CONFIRMED BY CITY: .S, )!IDATE: 8 PROJECT REF: GRA 13-0025 JHK of �Zg THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY' f DATE APPROVED: 0 Q o � a D V) 00 0 Z n� V Q V > CD CD U N cn OC�\ O) y 'U Ln W n "' n St Z L_ Cry Z W > 3 a) CD V H J ��� > 00 �Dj Z �� ` N 0 U o' �Q� z D Q m Q f'- Q U O �J = U >_ z w Q 6:2 Q O 0 z M w w J I- 1­ n .14- m I� Q w W J E_ w w U) 0 Lo z o 0 � N DATE 01 /23/14 DRAWN MC CHECKED DED JOB NO. 13076 SHEET NO. C 5 5 OF 11 S:\2013\13076 Indian Motorcycle\01-CIVIL\C5.dwg I Drafter Name: M. CORDICE I Plot Date: JAN 28 2014 09:00:05 1 Last Modified Date: JAN 28 2014 08:59:55 1 Submittal: FINAL SET ' 7D Oy// ACCEPTABLE FILL MATERIALS: STORMTECH MC-4500 CHAMBER SYSTEMS MATERIAL LOCATION DESCRIPTION AASHTO M43 COMPACTION/DENSITY REQUIREMENT DESIGNATION' MATERIAL FOR LAYER'D' STARTS FROM THE NATIVE SOILS, CHECK PLANS FOR PAVEMENT PREPARE PER GEOTECHNICAL REPORT. OFILL D TOP OF THE'C' LAYER TO THE BOTTOM OF SUBGRADE REQUIREMENTS. FLEXIBLE PAVEMENT OR UNPAVED FINISHED N/A GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER. OFILL MATERIAL FOR LAYER'C' STARTS FROM THE GRANULAR WELL -GRADED SOIL/AGGREGATE BEGIN COMPACTION AFTER 24" [610 mm] OF MATERIAL OVER THE CHAMBERS IS REACHED. COMPACT ADD- TOP OF THE EMBEDMENT STONE ('B' LAYER) TO MIXTURES, < 35% FINES. MOST PAVEMENT 3, 357, 4, 467, 5, 56, ITIONAL LAYERS IN 12" [305 mm] MAX LIFTS TO A MIN. 24" [610 mm] ABOVE THE TOP OF THE CHAMBER. SUBBASE MATERIALS CAN BE USED IN LIEU OF 57, 6, 67, 68, 7, 78, 8, 95% STANDARD PROCTOR DENSITY. NOTE THAT PAVEMENT SUBBASE MAY BE A PART THIS LAYER. OF THIS LAYER. 89, 9, 10 OEMBEDMENT STONE SURROUNDING THE B STONE CLEAN, CRUSHED, ANGULAR STONE, NOMINAL SIZE DISTRIBUTION BETWEEN NO COMPACTION REQUIRED. CHAMBERS FROM THE FOUNDATION 3,4 TO THE 'C' LAYER ABOVE. 3/4 - 2 INCH [19 - 51 mm] FOUNDATION STONE BELOW CHAMBERS FROM CLEAN, CRUSHED, ANGULAR STONE, PLATE COMPACT OR ROLL TO ACHIEVE A 95% STANDARD PROCTOR DENSITY 2. O THE SUBGRADE UP TO THE FOOT (BOTTOM) OF NOMINAL SIZE DISTRIBUTION BETWEEN 3,4 THE CHAMBER. 3/4 - 2 INCH [19 - 51 mm] PLEASE NOTE: 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE". 2. AS AN ALTERNATE TO PROCTOR TESTING AND FIELD DENSITY MEASUREMENTS ON OPEN GRADED STONE, STORMTECH COMPACTION REQUIREMENTS ARE MET FORA' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" [229 mm] (MAX) LIFTS USING TWO FULL COVERAGES WITH AN APPROPRIATE COMPACTOR. PAVEMENT AND SUBBASE DESIGN (BY ENGINEER) MOST PAVEMENT SUBGRADE MATERIALS CAN BE USED IN LIEU OF REQUIREMENTS FOR LAYERS © &® ONCE LAYER C IS PLACEDANY SOIL/MATERIAL CAN BE PLACED IN • tZ• + .���e.q4r -TOED TOM OF FLEXIBLE PAVEMENT. .� •�1•,q^ ' rY1C, Y".RUR{y4� Y� FOR UNPAVED INSTALLATIONS, WHERE RUTTING FROM + LAYER D UP TO THE FINISHED '^r" VEHICLES MAY OCCUR, INCREASE COVER TO aO^p62mm) 24" 7.0' D IF REQUIRED GRADE. MOST PAVEMENT (610 mm) (2.13 m) SUBBASE SOILS CAN BE USED TO C + MIN` MAX REPLACE THE MATERIALS REQUIREMENTS OF LAYER C OR D 12" (305 mm) MIN AT THE DESIGN ENGINEER'S DISCRETION. 60" (1524 mm) A 9" (229 mm) MIN 9" (229 mm) TYP f 100" (2540 mm) �►- 12" (305 mm) TYP ADS 601 NON -WOVEN GEOTEXTILE (OR EQUAL) ALL AROUND CLEAN, CRUSHED, ANGULAR STONE MC-4500 ACCEPTABLE FILL MATERIALS THE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO Q /'� StormTeCh SCALE: NTS CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL • DATE: 12-29-10 • ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND Sub.PaceStolmwaterManagement ADVANCED DRAINAGE SYSTEMS, INC. PROJECT REQUIREMENTS. 781NWOOD ROAD, SUITE 1 ROCKY HILL, CT 06067 DRAWN BY: JM PHONE: 888-892-2694 1 FAX: 866-32&8401 WWW.STORMTECH.COM CHECKED: KAM COVER PIPE CONNECTION TO END CAP WITH ADS 601 NON -WOVEN GEOTEXTILE (OR EQUAL) CATCH BASIN OR MANHOLE MC-4500 END CAP SUMP DEPTH BD BY DESIGN 24" (600 mm) HDPE ACCESS PIPE 2 LAYERS OF ADS 315WTM WOVEN GEOTEXTILE ENGINEER REQUIRED. USE FACTORY BETWEEN FOUNDATION STONE AND CHAMBERS. PRE -CORED END CAPS. 10.3' (3.1 m) MIN. WIDE STRIPS ' MC-4500 ISOLATOR ROW PROFILE T�dCh� SCALE: NTS HE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO Sto CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL n•'"'"""1°" ee"^"o' ULUZUAF• ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND SUCSUrfaCeStolm-nllManagement • DATE: 12-29-10 ADVANCED DRAINAGE SYSTEMS, INC. PROJECT REQUIREMENTS. 701N PHONE: ROAD, SUITE ROCKY -3218 4CT 006067 DRAWN BY: JM PHONE: 888-892-2694 FAX: 866-328-8401 WWW.STORMTECH.COM CHECKED: KAM CHAMBERS SHALL MEET ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE(PP)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS. NOMINAL 3/4" - 2" (19 mm - 51 mm) CLEAN, CRUSHED, ANGULAR STONE (AASHTO M43 #3 & #4 STONE SIZES ALLOWED) ADS 601 NON -WOVEN GEOTEXTILE (OR EQUAL) ALL AROUND CLEAN, CRUSHED, ANGULAR STONE VI. -� 00 END CAP EXISTING GLACIER TILL PER GEOTECH REPORT CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" GRANULAR WELL -GRADED SOIL/AGGREGATE MIXTURES, <35% FINES, COMPACT IN 12" (305 mm) MAX LIFTS TO 95% STANDARD PROCTOR DENSITY. SEE THE TABLE OF ACCEPTABLE FILL MATERIALS. t PAVEMENT PER PLAN "TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED 1+. INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, 2�7.0 -qcr', •`:' INCREASE COVER TO 30" (762 mm). I 24" (2.13 m) .+r.'I.Y•:✓ "..'v i=..,a'�" _> h`•::.rr .;'' I (610 mm) MIN' MAX 12" (305 mm) MIN } 60" 6.75' (1524 mm) ELEV.= 89.75 ELEV.= 89.00 �-T-9" (229 mm) MIN 9.1 100" (2540 mm) 12" (305 mm) TYP (229 mm) MIN THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS SECTION 12.12 FOR EARTH AND LIVE LOADS, WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 16 MC-4500 TYP CROSS SECTION THE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIORTO® SCALE: NTS CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL 0e1enAP' e"en1pn ea""a' • ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS. AND Subsurface Stormwater Management DATE: 08-22-12 ADVANCED DRAINAGE SYSTEMS, INC. PROJECT REQUIREMENTS. 701NPHOD ROADSUITE -2694 ROCKVHILL, CT -328-4006067 DRAWN BY: JLM - PHONE: 888-892-2699 FAX: 86&328-8401 WWW.STORMTECH.COM CHECKED: DCh OCDIIIACTGD HDPE UNDER DRAIN PIPE ALONG ENTIRE LENGTH OF ISOLATOR ROW 6"0 DUAL WALL PERFORATED HDPE UNDERDRAIN PIPE STONE BEDDING UNDI DRAINAGE PI MC-4500 END CAP FOUNDATION STONE BENEATH CHAMBERS ITLET PIPE ADS 601 NON-WO'.�.. GEOTEXTILE (OR EQUAL) MH#1 IVIL-' FOUNDATION STONE T BENEATH CHAMBERS AD L ". GEOTEXTILE (OR EQUAL) NAf.-dFM (.HANARFR GEOTEXTILE (OR EQUAL) SECTION A -A SECTION B-B FOUNDATION STONE BENEATH CHAMBERS 6"0 DUAL WALL PERFORATED HDPE UNDERDRAIN PIPE NE BEDDING UNDER DRAINAGE PIPE OUTLET PIPE TONE BEDDING UNDER DRAINAGE PIPE SECTION C-C ADVANCED DRAINAGE SYSTEMS. INC. ♦ THE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TOStorffifleibft CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL'E" ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. Ax+"♦^ A"^"a' Subsurface Stor-ter Management 70 INWOOD ROAD, SUITE ROCKY HILL, CT 06067 PHONE: 888-892-2694 1 FAX: 866-328-8401 WWW.STORMTECH.COM MC-4500 UNDERDRAIN DETAIL SCALE: NTS DATE: 12-29-10 DRAWN BY: JM CHECKED: KAM NOTES: 1. INSPECTION PORTS MAY BE CONNECTED THROUGH ANY OF (2) CHAMBER CORRUGATION VALLEYS CONTAINING A STIFFENING RIB. 2. ALL SCHEDULE 40 FITTINGS TO BE SOLVENT CEMENTED. NYLOPLAST 12" [300 mm] INLIN BODY W/ 12" [300 mm] SOLID COVER AND FRAME (SEE NY[ DWG# 7003-110-044 FO APPLICATIONS / SEE DWG# 7001� FOR UNPAVED APPLIC MC-4500 CHAMBER NOMINAL 3/4 - 2 INCH [19 - 51 mm] CLEAN CRUS ANGULAR ST ^" [100 mm] SCHED 40 SCREW -IN CAP 'ONCRETE COLLAR PAVEMENT GRANULAR WELL GRADED SOIL / AGGREGATE MIXTURES 4" [100 mm] SCHED 40 PVC 4" [100 mm] SCHED 40 PVC COUPLING 8 8"4" [100 mm] SCHED 40 PVC [203 mm] CORE 4.5" [114 mm] 0 HOLE IN CHAMBER I [114 mm] HOLE SAW REQ'D) ADS 601 NON -WOVEN -- ANY OF (2) VALLEY LOCATIONS GEOTEXTILE (OR EQUAL) CONTAINING STIFFENING RIBS CONNECTION DETAIL NTS MC-4500 INSPECTION PORT DETAIL THE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO StormTechD SCALE: NTS mwwAffw CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL •+^�^ rrererce" a'I"'a' ♦ AS DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND Subsurface Starmwater Management • DATE: 6/15/11 ADVANCED DRAINAGE SYSTEMS, INC. PROJECT REQUIREMENTS. 7. INWOOD ROAD, SUITE3 ROCKY HILL. CT 06067 DRAWN BY: KLJ PHONE: 888-892-2694 1 FAX: 866-328-8401 WWW.STORMTECH.COM CHECKED: KAM mm) 48.3" (1--- _.. _,- IN -----100" (2540 mm) - VALLEY VENT HOLES CREST VALLEY STIFFENING RIB UPPER WEB JOINT LOWER CORRUGATION JOINT CORRUGATION I--- 90.2" (2291 mm) --I 30.7" (781 mm) INSTALLED CREST STIFFENING RIB FOOT I ;wI 32.8" (832 mm) BUILD ROW THIS DIRECTION 5211 (1321 mm) 35.1" (891 mm) f NOMINAL CHAMBER SPECIFICATIONS SIZE (W x H x INSTALLED LENGTH) 100.0" x 60.0" x 48.3" [2540 mm x 1524 mm x 1227 mm] CHAMBER STORAGE 106.5 ft3 [3.01 m31 MINIMUM INSTALLED STORAGE' 162.6 ft3 [4.60 m3] NOMINAL WEIGHT 120 Ibs [54.4 kg] NOMINAL END CAP SPECIFICATIONS 12" [305 mm] MIN..R SIZE (W x H x INSTALLED LENGTH) 90.2" x 59.4" x 30.7" [2291 mm x 1509 mm x 781 mm] END CAP STORAGE 35.7 W [1.01 m31 ri MINIMUM INSTALLED STORAGE' 108.7 ft3 [3.08 m3] NOMINAL WEIGHT 120 Ibs [54.4 kg] 12" [305 mm] MIN. -I NOT MANIFOLD STUB MUST BE LAID HORIZONTAL "ASSUMES 9" (229 mm) STONE FOUNDATION, 9" (229 mm) ROW SPACING, 12" (305 mm) STONE ABOVE, FOR A PROPER FIT IN THE END CAP OPENING. 12" (305 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY. PART NUMBERS ENDING WITH "B" ARE FOR STUBS AT BOTTOM OF END CAP. PART NI IMRFRS ENDING WITH "T" ARE FOR STUBS AT TOP OF END CAP. A +r mm) PART # STUB B C MC450OREPE06T 6" 150 mml 42.54" 1081 mm N/A MC450OREPE06B 6" 150 mm N/A 0.86" 22 mm MC450OREPE08T 8" 200 mml 40.50" 1029 mm N/A MC450OREPE08B 8" 200 mm N/A 1.01" 26 mm MC450OREPE10T 10" 250 mml 38.37" 975 mm N/A MC450OREPE10B 10" 250 mm N/A 1,13" 29 mm MC450OREPE12T 12" 300 mml 35.69" [907 mm N/A MC450OREPE12B 12" 300 mm N/A 1.55" 39 mm MC450OREPE15T 15" 375 mml 32.72" 831 N/A MC450OREPE15B 15" 375 mm N/A 1.70" 43 mm MC450OREPE18T 18" 450 mml 29.36" 746 mm N/A MC450OREPE18B 18" 450 mm N/A 1.97" 50 mm MC450OREPE24T 24" 600 mml 23.05" f590 mm N/A MC450OREPE24B 24" 600 mm N/A 2.26" 57 mm MC450OREPE30B 30" 750 mm N/A 2.95" 75 mm MC450OREPE36B 36" 900 mm N/A 3.25" 83 mm MC450OREPE42B 42" f 1050 mm N/A 3.55" 90 mm 1. CUSTOM INVERT LOCATIONS ON THE MC-4500 END CAP CUT IN I HE FIELD AKE NU I RECOMMENDED FOR PIPE SIZES GREATER THAN 10" (250 mm). 2. THE INVERT LOCATIONS IN COLUMN 'B' ARE THE HIGHEST POSSIBLE FOR THE PIPE SIZE. C NOTE: ALL DIMENSIONS ARE NOMINAL MC-4500 TECHNICAL SPECIFICATIONS Em. StormTech, SCALE: NTS ADVANCED DRAINAGE SYSTEMS, INC. Subsurface Stormwater Management • DATE: 11-22-11 THE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. 70INWOOD ROAD, SUITE 3 1 ROCKY HILL, CT 06067 DRAWN BY: KAM IT IS THE ULTIMATE RESPONSIBILITY OF THE DESIGN ENGINEER TO ENSURE THAT PHONE: 888-892-2694 t FAX: 866-328-8401 THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE WWW.STORMTECH.COM CHECKED: LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. 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. RECORD DRAWING CERTIFICATION THESE DAWINGS CONFORM TO THE NTRACT- CONSTRUCTION RECORDS. /POSITION: 4&611ttAmo Ardrt RMED BY CITY- DATE: PROJECT REF: GIRD 13-0025 Jpl-K OI(i THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS Approved By. Date Approved: 113ol zo 1 Y W m Q U Z U W �cc- �G 0::i w O F- F H- r w v w N 6 -o DATE 01 /23/14 DRAWN Mc CHECKED DED JOB NO. 13076 SHEET NO. C6 6OF11 S:\2013\13076 Indian Motorcycle\01-CIVIL\C6.dwg Drafter Name: M. CORDICE Plot Date: JAN 28 2014 09:00:59 1 Last Modified Date: JAN 22 2014 15:29:34 1 Submittal: FINAL SET 170 0/0ll l \J I , I I ( I ce B ce - ` I SS 92 HYD ' I ' M ;\ PRIVATE ROAD } I 1 f 6- I I CENTER SECTION ASPHALT PAVED I S23-T21N--R4EWM it \` PARKING t@T NO MQN EXG STORM ' I c rn _ ---- I N 17 n, G 92 I Z --------J1' S8920'11—W------------------- --- ---------- � _ _ _ - - - r - -- — —- — — I \ 667.31 � � � ' � I so `oo Qc ��I l� �_ ---------------- � ------- 2 V SS 1 I I r \ I I I a Y . 1 I I ( \ t ■ 8 .00 10.0619.00 23.99.12 PASSENGER PARKING 41 ( o O { 0 MOVEMENT REVISED LOT 1 o CITY OF AUBURN I ( ( LOT LINE ADJUSTMENT GARBAGE TRUCK NUMBER LLA-01-0007 Y�o I° I 0 ' c=D a PICK-UP PARKING TAX PARCEL o °� i I 1 to 0.1 MOVEMENT - - —r w 1 NUMBER 375160-0709 �■ 0 1 I oI I I • � '/ / r _ �° co I METER UTILITY CONFLICT NOTE: RECORD DRAWING CERTIFICATION THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, THESE DRAWINGS CONFORM TO THE DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON CONTRACTOR'S CONSTRUCTION RECORDS. 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 BY: DATE: 49110 CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT TTILE/POSITION: ,�/���/� GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. p TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONFIRMED BY CITY: /y DATE: U " PROJECT REF: GRA 13-0025 JNK'.'o(r(.,S THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: DATE APPROVED:_ I 30 I Z,p1q 0 Q 2� IJ 0 U c3% D 00 0 }� Z 00 U CN ao tA i o W w Ln N N z X (� o Z Z w T o 3 L —j > 00 D z ,� 3 — Ln 0 Z O �c14 L J Uj I.L Q m z U Q M m O \ V Lq = U >- W Q � Q � O > LLJ W F r� F- M o F- C7 V) w U � Z Q Q C� LLJ 0 W J F- PZ F- W W S V) al O \� E. pOR A WASy/ F Copp cn z 1._ 31741 p /STE�F' \a�, BONA L E' DATE 01 /23/14 DRAWN MC CHECKED DED JOB NO. 13076 SHEET NO. C77 OF 11 S:\2013\13076 Indian Motorcycle\01-CIVIL\C7.dwg I Drafter Name: M. CORDICE I Plot Date: JAN 28 2014 09:02:53 1 Last Modified Date: JAN 28 2014 09:02:43 1 Submittal: FINAL SET ' 0 a I ; WATER MAIN EASEMENT SOUTH 15' I , OF REVISED LOT 3A REC #20020607001944 II I 1 ' INCLUDING 10' FOR PUGET SOUND ENERGY I .: REC #20030221000758 I� I I Ii i 40' INGRESS/EGRESS AND UTILITY EASEMENT I I REC #20020607001944 ' a 1`v WATER EASEMENT 15 WIDE `I i j II REC #20030113000701 CB —D —D — D— —D — —D — 8 I — I —S --� —S — —S — S— —5-- I� al' �- �__-__--==J -- -�� ��_-_ =l1GP_ - LLGE- 1 -- - - --L -* --r ---- - - - --- - �, --- II HY-I-------- I-- 0---- of( I \ —W� Z W —W — W— —W — W— — W— W \ % W I T I—W —W—L — - W C —W- - o N- ----- -- - --------------------- - - - - -- -- - - - - -- �0-----/--1 g1 !' I r trz��r -ENT SECTION 1 NEW FIRE SPRINKLER MAIN PIV IN CITY I '$0 1750 I S23-T21N--R4EWM ` OF AUBURN WATER MAIN EASEMENT \ I 11 II I SS I _ NO MQN — — — y�. T RECORDING #20030113000701 �1 I M i o J 9Z\' ' / �) / II z I I \ S89'20"1 "W I '"as - " I ------- w ' I I I . 667.31 0 94 °D — — I ' C) — —D— — —D— — —D— — —D— — —D— — —D= — D— —D— — —D — — — .__ _1_ --.-_._-------.-__--- I I J yo. —D —D— —D— —D— —D— —D— —96 D— —D 3 JAS GAS— — GAS — — GAS— � P -- -- — U GP -- --- -- U GP I I NEW WATER METERS LOCATED EXG SIDE SEWER STUB al ; I I I I I I i IN RECORDED / IE=87.50 W/ 6" PLUG I� I I ; I I I I #20020607001944 I I 11 I I I I i CITY OF AUBURN WATERMAIN 2 3 ; I EASEMENT ■ SEWER EASEMENT 15' WIDEcn FF=99.00 REC 20080206001833 I N I I ' -, # I I � 1 00 � 15.d0 I I WATER MAIN, SEWER & STORMWATER EASEMENT50 12.56 � I ' Ln I I EXG 6" PVC SS EAST 15 OF REVISED LOT 1. REC #20020607001944 6 #20071107002021, 20031210002145 & 20071107002022 ° i -�;— i�- , d ; I �' 2:0% r 10' WIDE PUGET SOUND ENERGY Q 0 — I—�s�- rl s T i - - PIPE & ELECTRIC. 10' IN WIDTH ABUTTING AND LYING PARALLEL WITH REVISED LOT 1 I / EASTERLY ROADWAY AS NOW CONSTRUCTED CITY OF AUBURN REC #20050728000680 LOT LINE ADJUSTMENT I�� o - I I I I I 15' WIDE_WATERMAIN NUMBER LLA-01-0007 J^ �� I° ' I 10 1 ■ I ( TV P. TAX PARCEL c (. °I 1 1 I I 1 p —� i REC 0 P DrIJN G op NUMBER 375160-0709 -- 1 ODA P I I I 0, � O O 1 1 � I I I 1 j d I olc,+ I I �2�J1.O607001944 1 1 I I 1 + N10 I A��D 96 � °° I ' I I I d I �` � I ' o °I I I I_ ; I I i20071107002022 I o _- I I I ' 25' PERIMETER ROAD EASEMENT ' 7.5 0 I ' 1 I � ' / I PEDESTRIAN AND VEHICULAR TRAFFIC 1 3 I REC #20020607001944 °. i I `v cn II I r._ i I I I O • O O -------- -------------- 1-------- - - - -- Lq ---S— ^ S---S�——S— --S— s----s---S---S---s--aLs SS---S---S---s ^ —s O ° 1 LO -----�i------L2 ----- ----1 ----------- -- _ ----------- - -- �, '89'20'11"E �// 102 10 G o SANIT Y & STORM W TER f . EMEN , SOUTH 15 L T 1 RE6#20031121000 145 &I#20031215001670 F71— I 0 I I LUMINAIRE 0 — [I H YD I —D---Di--D---D---Dj �14W— — —W— — — W — — — W — — —W— — —W— — I --------------- I I —S -o- I - - - - - - - - - - - �5 h3 P B p SANITARY SEWER I I EASEMENT 15' WIDE REC #20020607001944 -W— — —W— � W— — —W— — —W— - —W— II i 14 I \ I � I II 9 I I t I EXISTING SITE EASEMENT PLAN N�ORTH UTILITY CONFLICT NOTE: RECORD DRAWING CERTIFICATION THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, THESE DRAWINGS CONFORM TO THE DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON CONTRACTOR'S CONSTRUCTION RECORDS. 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 BY:, TE CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT TITLE/POSITION: 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. CONFIRMED BY CITY: DATE: �r w J w w V) z LLJ I--- Q 0 (D Z z L,J V�/) � rnJ /\ �+ ' W Q LLJ v v PROJECT REF: GRA 13-0025 3AV, O 1I2$ Zol DATE 01 /23/14 THESE PLANS ARE APPROVED FOR DRAWN Mc CONFORMANCE WITH THE CITY OF AUBURN'S CHECKED DED ENGINEERING DIVISION REQUIREMENTS APPROVED BY: sreJOB N0. 13076 61 SHEET NO, DATE APPROVED: 113017,piq C8 8 OF 11 S:\2013\13076 Indian Motorcycle\01-CIVIL\C8.dwg I Drafter Name: M. CORDICE I Plot Date: JAN 28 2014 09:03:51 1 Last Modified Date: JAN 22 2014 15:29:22 1 Submittal: FINAL SET PLANT SCHEDULE SYMBOL BOTANICAL NAME / COMMON NAME SIZE NOTES DECIDUOUS CANOPY TREES MAGNOLIA STELLATA / STAR MAGNOLIA 8'-10' 1 1/2" DIA BREAST HT. AT TIME OF PLANTING EVERGREEN SCREENING / TALL ACCENT SHRUBS THUJA 0. 'DEGROOT'S SPIRE' / DEGROOT'S SPIRE ARBORVITAE 5' HT. FULL & BUSHY, 48" O.C. EVERGREEN FOUNDATION/LOW EDGING SHRUBS PM PRUNUS L. 'MT. VERNON' / LAUREL 18"-24" SPR. FULL FOLIAGE, 36" O.C. PO PRUNUS L. 'OTTO LUYKEN' / OTTO LUYKEN LAUREL 18"-21 " SPR. FULL FOLIAGE, 361, O.C. TM TAXUS MEDIA 'HICKSII' / HICKS YEW 30, -36" HT, FULL FOLIAGE, 301, O.C. VD VIBURNUM DAVIDII / DAVID VIBURNUM 18"--21 " SPR. FULL FOLIAGE, 36" O.C. . DECIDUOUS ACCENT BG BERBERIS T. 'CRIMSON PYGMY' / DWARF JAPANESE BARBERRY 18"-21 " SPR. FULL FOLIAGE, 241, O.C. NATIVE BUFFER SHRUBS CS CORNUS S. 'BALEYI' / RED TWIG DOGWOOD 24"-30" SPR. FULL FOLIAGE, 48" O.C. MA MAHONIA AQUIFOLIUM / OREGON GRAPE 24"-30" SPR. FULL FOLIAGE, 36" O.C. ^^^^^ PERENNIALS, ORNAMENTAL GRASSES, & HERBS CKF CALAMAGROSTIS A. 'KARL FOESTER' / FEATHER REED GRASS 1 GAL. 24" O.C. HHR HEMEROCALLIS 'ROSY RETURNS' / DAYLILY 1 GAL. 24" O.C. MSA MISCANTHUS S. 'ADAGIO'/ MISCANTHUS 2 GAL. 36 O.C. PAH PENNISETUM A. 'HAMELIN' / HAMELIN FOUNTAIN GRASS 1 GAL. 24 O.C. 1 GAL. RUD STUR M BLACK-EYED SUS AN 24 O.C. RUDBEC KIA F. GOLD / GROUNDCOVERS ARCTOSTAPHYLOS UVA-URSI / KINNIKINNICK 1 GAL. 181, O.C. LANDSCAPE NOTES 1. LANDSCAPE DRAWINGS ARE BASED ON THE SITE PLANS PREPARED BY RUPERT ENGINEERS, INC. IMMEDIATELY NOTIFY LANDSCAPE ARCHITECT OF ANY FIELD CHANGES TO THE SITE PLANS WHICH MAY REQUIRE ADJUSTMENT OF DESIGN. 2. REFER TO CIVIL ENGINEERING DRAWINGS FOR GRADING AND DRAINAGE INFORMATION. IMMEDIATELY NOTIFY LANDSCAPE ARCHITECT OF ANY ADVERSE DRAINAGE CONDITIONS WHICH MAY AFFECT THE HEALTH OF PLANT MATERIAL. REFER TO ARCHITECTURAL DRAWINGS FOR STRUCTURAL PLANTER DIMENSIONS AND RELATED INFORMATION. 3.NO PRE -EMERGENT HERBICIDES TO BE USED ON THE PROJECT SITE DURING THE FIRST YEAR WARRANTY PERIOD. 4. ALL LANDSCAPE AREAS TO BE WATERED BY A FULLY AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. 5. GROUNDCOVER TO EXTEND UNDER ALL TREES, SHRUBS, AND ORNAMENTAL GRASSES AT SPACING INDICATED ON SCHEDULE TO PROVIDE COMPLETE COVERAGE THROUGHOUT 6. CONTRACTOR TO REMOVE ALL EXISTING PLANT MATERIALS NOT INDICATED TO REMAIN FROM ALL AREAS TO RECEIVE NEW LANDSCAPING. a c PIT TO BE TWICE THE ROOTBALL DIA. ON GR,42E TFEE PLANTING NOT TO SCALE 2 STRANDS 14 GAUGE GALV. WIRE WITH CLEAR VINYL HOSE. 2" DIA "BVC" LODGEPOLE PINE TREE STAKES WITH 6" CONICAL POINT. TREE WRAP (IF SPECIFIED) 36" DIA. TREE WELLS IN LAWN AREAS. FILL WITH 2" OF SPECIFIED MULCH. REMOVE TOP 2/3 OF BURLAP. REMOVE WIRE BASKETS. BACKFILL PIT WITH IMPORT TOPSOIL PER SPECIFICATIONS MIN. 10% ORGANIC CONTENT ADD FERTILIZER PER SPECS EDGE OF BED BARK MULCH y'.. ,t yi. r;• • y" ,r"1. t.. • t` r i' t jr'• :.5: x z i..t�• N U) J ry t� 1 X SPACING NOTE: SPACING FOR GROUNDCOVER TO BE CURB OR HEADER PER DISTANCE SHOWN ON PLANT SCHEDULE. GROUNDCOVER 513>4CING NOT TO SCALE STATE OF WASHINGTON REGISTEREDS REGI5f1H DSC CH Cl O 144*210 ARK H. BRUMBAUG 0 CERTIFICATE NO. 458 o w w ta � w U SET CROWN AT NURSERY HEIGHT 0O — BARK MULCH PER SPECS Z 00: 0 BACKFILL PIT WITH IMPORT Q m Z TOPSOIL PER SPECIFICATIONS Q MIN. 10% ORGANIC CONTENT U m ADD FERTILIZER PER SPECS > o Q — — SCARIFY ROOTBALL ON I CONTAINERMATERIAL. REMOVE w >_ — :r.:: JE -I — _ _ - _ 2 TOP /3 OF BUR P ONB&B C°_ MATERIAL. U = =I= = = III I I I I 111111III"' C I— Q > 2 X ROOTBALL DIA. 6HRUE3 i=L,4NTING W m co o NOT TO SCALE RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE BY: DATE: TITLE/POSITION: CONFIRMED BY CITY: DATE: PROJECT REF: & RA 13-0bZ5 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S PLANNING DEPARTMENT REQUIREMENTS. APPROVED BY: DATE APPROVED: o i - 2.q - zay W J 0 W _ V) U -J Q W W Q U 8d t� 0 W J W W w a U) Z 0 a n W m DATE 1/29/14 DRAWN JW CHECKED SH JOB NO. 2013-281ND SHEET NO. L2 S:12013113076 Indian Motorcycle101-CIVIL1andscape - mylar.dwg I Drafter Name: M. CORDICE I Plot Date: JAN 29 201414:41:08 1 Last Modified Date: JAN 29 201415:05:49 1 Submittal: FINAL SET L) OO(H SECTION 329300 - LANDSCAPE PART 1 - GENERAL 1.1 SUMMARY A. Furnish all labor, materials, equipment and related items necessary to complete the work shown on the Drawings and/or Specifications. The items of work to be performed include but are not limited to: 1. Topsoil placement, treatment of subgrades, and finish grading. 2. Trees, shrubs, ground covers, other plant materials and seeded lawn. 3. Mulch, fertilizer, amendments and staking. 4. Warranty, maintenance and protection. 5. Hand clearing and grubbing of brush and weeds in all areas. 6. All other related items required to complete the work in the best -accepted trade practices. 1.2 DEFINITIONS A. Finish Grade: Elevation of finished surface of planting soil. B. Topsoil: Imported manufactured topsoil. C. Subgrade: Surface or elevation of subsoil remaining after completing excavation, or top surface of a fill or backfill, before placing planting soil. D. Subsoil: All soil beneath the topsoil layer of the soil profile, and typified by the lack of organic matter and soil organisms. 1.3 PROTECTION OF WORK, PROPERTY, UTILITIES AND PERSONS A. Provide protection of all property, persons, work in progress, structures, existing vegetation to remain, utilities, walls, walks, curbs, paved surfaces, and all survey markers and monuments from damages incurred arising from this Contract. Pay for repairs associated with any such damage at no additional cost to the Owner. B. Verify locations of all underground utilities prior to commencement of work. Protect all new and existing utilities. Promptly notify the General Contractor of any conflict between proposed work and obstruction(s). 1.4 CLEANUP A. Paved surfaces and planted areas to be kept clean of soil and debris on a daily basis. B. Clean all paved surfaces affected by landscape work prior to final acceptance. 1.5 MAINTENANCE Provide landscape maintenance beginning at the first installation of plant material and continuing for 30 days beyond the final acceptance of the landscape and irrigation installation; including watering, mowing (weekly during the growing season), weeding, spraying, fertilizing, resetting of plants, removal of dead or damaged plants, replanting and adjustment of staking. 1.6 WARRANTY AND REPLACEMENT A. Guarantee all materials and workmanship for a period of one-year commencing at the time of final acceptance. B. Visit the site at least once a month during the warranty period to review the conditions of plant material. If unsatisfactory growing conditions and/or maintenance practices are evident, notify the Owner immediately in writing of conditions and proposed remedies. In the absence of such communications, the contractor is fully responsible for all plant loss replacements. C. Re -grade and add or delete topsoil as required to any finished landscape grades, which have settled or become uneven during the warranty period. Immediately remove and replace any dead, damaged, diseased, dying or missing plant materials at no cost to the Owner during the warranty period. Replacement plants shall be as specified and warranted until completion of the warranty period. If immediate replacement of materials is not possible due to reasons approved of by the Owner, backfill pits with topsoil to meet finish grades until replacement planting. D. Plant material, which settles or shifts from an upright position during the warranty period shall be repositioned or replanted as required. E. Warranty does not apply to plant materials or other work damaged or destroyed by vandalism, vehicular damage (other than Landscape Contractor's vehicles), Acts of God, or substandard maintenance practices (if provided by others, documented, and not remedied by Owner) during the warranty period. 1.7 PERMITS, CODES AND ORDINANCES A. Obtain and pay for all necessary permits and fees as required by applicable codes and ordinances for this work. B. Comply with all applicable codes, regulations and ordinances that pertain to this work. 1.8 SUBSTITUTIONS A. Make no materials substitutions without the written approval of the Landscape Architect. 1.9 PLANT PROCUREMENT A. Within 30 days of award of contract, submit written documentation to Landscape Architect that all specified plant materials have been ordered and secured. List supplier names, addresses, phone numbers and the storage/growing location of the materials. 1.10 PLANT MATERIAL INSPECTION A. The Landscape Architect will inspect all plant material at the job site, including previously tagged trees. All material must be inspected by the Landscape Architect prior to planting. Trees must be untied and separated for inspections. Landscape Architect reserves the right to refuse any/all plant material, which does not meet the requirements of the Drawings and Specifications at any time prior to final acceptance. Remove rejected plant material immediately from the site. Lock tags shall remain on all trees prior to final walk-through. 1.11 LAYOUT A. Verify the location of all elements of the landscape installation prior to installation. Landscape Architect shall reserve the right to adjust the locations of landscape elements during the installation period as appropriate to the job. 1.12 CHANGE ORDERS A. Perform no work requiring extra compensation without approval of the Owner and/or General Contractor. 1.13 RECORD DRAWINGS A. Prior to the final acceptance of the work, provide the Landscape Architect with a set of clearly marked prints showing the actual location of all landscape elements. Keep a set of prints on the job site for "red -lining" record information and update said information on a daily basis. PART 2-PRODUCTS 2.1 TOPSOIL A. Topsoil: Supreme Mix (sand, loam soil, compost) or approved equal as produced by Pacific Topsoils. Supply with current soil test with fertility amendment recommendations. B. Determine the volume of topsoil required per the information on the Drawings and in the Specifications. 2.2 MULCH A. Medium ground fir or hemlock bark from fresh water mill source. 2.3 FERTILIZER A. 10-20-20 analysis in granular form. Fifty (50) percent of the nitrogen shall be derived from Nitroform "Blue Chip". Potash to be derived from sulfate of potash. Retain all empty labeled containers as evidence of installation. B. Agriform tablets shall be 21-gram size, 20-10-5 analysis as manufactured by Agriform International Chemicals, Inc. or approved equal. Retain all empty labeled containers as evidence of installation 2.4 LIME A. Fine ground dolomite limestone with 100% passing a #20 sieve or pellet form material. 2.5 TREE STAKING MATERIALS A. 8' length 2" diameter, BVC lodgepole pine stakes. 2.6 PLANT MATERIALS A. Plant materials to be nursery grown, vigorous, normally shaped, well branched, and fully foliated when in leaf; and free of weeds, disease an insects (live, eggs or larvae). Standard for grading is American Standard for Nursery Stock, current edition. Standards for nomenclature shall be Sunset New Western Garden Book, current edition, and Hortus Third, current edition. B. Trees to have uniform branching, straight trunks (unless specified as multi -stem) and the central leader intact and undamaged. Ball and burlap stock shall have been root pruned at least once in the last three years. Container stock to be fully rooted but not root bound. Plant material with damaged root zones or broken root balls will not be accepted. C. All coniferous trees to be nursery grown with uniform branching and a natural non -sheared form. Original central leaders must be healthy and undamaged. Maximum gap between branching not to exceed 18", length of top leader not to exceed 24". D. Actual plant quantities shown on the Drawings prevail over quantities shown on Plant Schedule in the event of discrepancy. Determine ground cover quantities based on triangular spacing and square footage per the percentage of cover indicated on the Drawings. E. Plant materials will be considered available if acceptable materials can be located at wholesale nurseries in Washington, Oregon, California, or British Columbia. Substitutions will not be allowed for available specified materials. Sufficiently acclimate materials from significantly differing growing environments to local exterior exposure a minimum of 60 days prior to installation. PART 3 - EXECUTION 3.1 GENERAL A. Verify field conditions and necessary preceding work as satisfactory to receive work of this section. Commencement of work constitutes acceptance of conditions by Contractor as satisfactory. 3.2 LANDSCAPING GRADING AND SOIL PREPARATION A. Setting Subgrades 1. All landscape planter areas to receive 8" of topsoil. Provide subgrades approved of by the Landscape Architect prior to the commencement of landscape work at approximately 10" below finish elevation for on -grade planting areas. Establish subgrades during dry soil conditions immediately prior to subgrade amending and topsoil placement to avoid construction activity compaction. 2. Remove and dispose of excess material, construction waste debris, rock quarry spall base material as required to create subgrades. 3. Verify extent of and responsibility for existing vegetation removal for new landscape areas outside of project clearing limits with General Contractor prior to bidding. Remove all existing vegetation not indicated to remain within the project limits. B. Subgrade Treatment and Placement of Topsoil 1. Eradicate any surface vegetation rooted in the subgrade. During dry conditions and prior to topsoil placement, thoroughly scarify and rip all compacted subgrades with equipment pulling ripping teeth in perpendicular directions to a depth of 9 inches. Remove all surface rocks, vegetation and/or debris larger than 2 inches. 2. Place 4 inches of topsoil over subgrade and thoroughly rototill into the top 6 inches of sugrade for an amended depth of 10 inches. 3. Place an additional 4 inches of topsoil over the amended subgrade/topsoil as a surface course and to create finish elevations. 4. Bucket mix fertility and mineral deficiency amendments identified in the soils report into the topsoil. During dry surface conditions, place 9 inches (measured after compaction) of Topsoil over subgrade and lightly compact. C. Finish Grading 1. Finish elevation shall be defined as 3 inches below curbs, walls, walks, and/or other adjacent hardscape for all planting beds and 1 inch below curbs, walks and/or other adjacent hardscape for all lawn areas. Finish elevation refers to grades prior to installation of mulch or lawn. 2. Remove all rock and debris larger than 3/4 inch. Lightly compact with a roller then add additional topsoil if required to meet finish elevations. All new grades shall produce positive drainage and shall blend naturally with the existing grades. Notify the architect of any visible drainage issues such as surface of water remaining after storm events. 3.3 FERTILIZER AND LIME APPLICATION A. Planting Beds: Prior to planting apply 15 pounds of fertilizer per 1000 square feet of planting bed area as a top dressing. Immediately rake into topsoil to assure no surface runoff of fertilizer occurs. B. Trees and Shrubs: Apply 2 Agriform tablets to each shrub planting pit and 6 Agriform tablets to each tree planting pit during installation of plant material. Retain order verification and all container labels. 3.4 STAKING AND LAYOUT A. Stake the proposed location of all trees and shrubs with an approved coding system. For large groupings of a single species of shrub, Landscape Contractor may stake the boundaries. Stake the boundaries of ground cover beds and lawn areas. B. Install no plant material prior to the verification and approval of staking/layout by the Landscape Architect. a) N O + NNOL0 U Z00L0r- N t0 4 N N -O 00 00 U rZ O (D Q (n N NN Q to N N 00 C: 0 am o�a�� Z o a_ Lo 0 ( o J c0 STATE 0, WASMNGTO REGISTERED V DSC CHTEC' %ARK H. BRUMBAUGO CERTIFICATE NO. 458 3.5 PLANT MATERIAL INSTALLATION A. Protect plant materials stored on site from weather damage, construction activity and the public. Protect rootballs by covering with moist soil, mulch or sawdust. Water as required to keep rootballs moist. B. Plant trees, shrubs and ground cover per the planting details on the Drawings. Prune broken roots with a sharp instrument and thoroughly soak root balls prior to installation. Roughly scarify sides of planting pits. Install plant material high enough above finish elevation to allow for settlement and bark mulch. Water plant pits thoroughly midway through backfilling and add Agriform tablets. Water again upon completion of backfilling. Finish elevations, upon completion of planting, shall afford positive drainage away from the O m Z crown. Plant material, which settles or shifts from an upright position during the construction period shall ~ be repositioned or replanted as required. Remove all stakes at the end of the one-year guarantee period. U ¢ m C. Stake all trees except Vine Maples per the planting notes and details on the Drawings. D. Prune all shrubs as directed in the field by Landscape Architect prior to final acceptance. 0 Q 3.6 MULCH INSTALLATION 0� A. Apply 2" of specified mulch to all planting beds, disturbed existing beds and tree wells upon completion of J each planting area. U = 3.7 FINAL ACCEPTANCE 'Q Notify Landscape Architect 7 days prior to anticipated 100 percent completion of all Contract work. The 0 Q Landscape Architect, the Owner, and the maintenance contractor will review the completed work. Final 0 > acceptance of the landscape work in this section will be made by the Landscape Architect after a Z O subsequent review to determine 100 percent completion of the Contract work, all punch list items. Final U) LLJ acceptance will not be granted incrementally for partially completed work unless authorized by the Owner. LU The date of final acceptance constitutes the beginning of the one-year warranty period and the beginning co of the 30-day required maintenance period. o 0 END OF SECTION RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE ,NTRACTOR'4 CONSTRUCTION RECORDS. Bl ,_ �: ` _.. .„ t DATE: TITLE/POSITION: �t)11 CONFIRMED BY CITY: DATE: PROJECT REF: roV-A 13-00Z6 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN1 PLANNING DEPARTME R UIREMENTS. APPROVED BY: DATE APPROVED: pl-;k 7Z01#4 w J LU w w U) N DATE 1/29/14 DRAWN JW CHECKED SH JOB NO. 2013-28IND SHEET NO. L3 11 of 11 S:013\13076 Indian Motorcycle\01-CIVII-Tandscape - mylar.dwg I Drafter Name: M. CORDICE I Plot Date: JAN 29 201414:42:05 1 Last Modified Date: JAN 29 201415:05:49 1 Submittal: FINAL SET