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HomeMy WebLinkAbout03D1730* TABLE OF CONTENTS SHEET 1 COVER SHEET SHEET 2 TEMPORARY EROSION CONTROL PLAN SHEET 3 EROSION CONTROL NOTES & DETAILS SHEET 4 GRADING PLAN SHEET 5 ROAD AND STORM IMPROVEMENT PLAN SHEET 6 SANITARY SEWER & WATER PLANS SHEET 7 SANITARY SEWER & ROAD IMPROVEMENT PLANS AND DETAILS SHEET 8 INTERSECTION PLAN LEGAL DESCRIPTION NEW LOT 1 PARCEL NUMBER: 0721059045 THAT PORTION OF THE NORTHEAST OUART£R OF THE NORTHEAST QUARTER OF SECTION 7, TOWNSHIP 21 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN, IN THE CITY OF AUBURN, KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE ENCASED MONUMENT MARKING THE NORTHEAST CORNER OF SAID SECTION 7 FROM WHICH AN ENCASED STREET CENTERLINE MONUMENT MARKING THE EAST LINE OF SAID SECTION 7 BEARS SOUTH 00'00'00" WEST, 133.90 FEET, • THENCE ALON THE -EAST LINE OF SAID SECTION 7 SOUTH 00*00#00" WEST, 25.00 FEET, THENCE NORTH 90'00'00" WEST, 25.06 FEET, • THENCE SOUTH 45'04'00" WEST, 6.98 FEET TO THE WEST MARGIN OF 1OOTH AVENUE SOUTHEAST, THENCE ALONG SAID WEST MARGIN SOUTH 00'00'00" WEST, 221.00 FEET TO THE SOUTH LINE OF THE NORTH 246.00 FEET OF SAID SECTION 7; THENCE ALONG SAID SOUTH LINE NORTH 89'52'00" WEST, 191.78 FEET, THENCE NORTH 43'19'58" WEST, 20.70 FEET TO THE NORTHWESTERLY LINE OF LOT A OF KING COUNTY LOT LINE ADJUSTMENT NUMBER L93L0190; THENCE ALONG SAID NORTHWESTERLY LINE SOUTH WO4100" WEST, 190.25 FEET TO THE NORTHERLY MARGIN OF GREEN RIVER ROAD; THENCE ALONG SAID NORTHERLY MARGIN NORTH 44*18*08" WEST, 236.49 FEET TO A CURVE THE RADIUS POINT OF WHICH BEARS NORTH 45'41 '52" EAST, 690.00 FEET, THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 20#22*44" AN ARC LENGTH OF 245.42 FEET TO THE NORTH LINE OF SAID SECTION 7; THENCE ALONG SAID NORTH LINE SOUTH 89'52'00" EAST, 672.75 FEET TO THE POINT OF BEGINNING. CONTAINING 3.58 ACRES, MORE OR LESS. LEGEND Proposed Sanitary Sewer Manhole 0 Existing Sanitary Sewer Manhole Proposed Storm Drain Manhole Existing Storm Drain Manhole Proposed Cleanout Existing Cleanout Proposed Water Meter Existing Water Meter Proposed Water Valve ►• Existing Water Valve ua Proposed Fire Hydrant Y Existing Fire Hydrant 27 Proposed Catch Basin (type 1) Q Existing Catch Basin (type 1) ❑o Proposed Yard Drain Existing Yard Drain Proposed Catch Basin (type II) 0 Existing Catch Basin (type 11) Power Pole + Power Pole w/guy Light Pole Straw Bale Check Dam Proposed Sanitary Sewer Line -S- Existing Sanitary Sewer Line - -S- - Proposed Storm Drain Line -SD- Existing Storm Drain Line -SD- Proposed Waterline -W- Existing Waterline - -W- - Proposed Gas Line -G- Existing Gas Line - -G- - Proposed Power Line -P- Existing Power Line - -P- - Proposed Telephone Line -T- Existing Telephone Line - -T- - Grading Ridge Line R Finish Contour -90- Exist. Contour -90- Ditch or Swale Flowline Fence Filter Fabric Fence (Silt Fence) Clearing Limits Monument Rebar & Cap p Section Corner Existing Asphalt Proposed Asphalt Concrete Building or Structure Construction Entrance SUR VEYORS NOTES NOTES: 1. BOUNDARY LINE SHOWN BASED ON: ROS UNDER RECORDING NUMBER 9808199016 KING COUNTY SHORT PLAT NUMBER 1078041 KING COUNTY LOT ADJUSTMENT NUMBER L98LO190 C DBM CONSULTING ENGINEERS, 2002 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM CONSULTING ENGINEERS AND HAS BEEN FURNISHED IN CONFIDENCE AND IS SUBJECT TO THE TERMS OF A SEPARATE SECRECY AGREEMENT BETWEEN DBM AND THE RECIPIENT. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DBM IN WRITING. / VERTICAL DA TUM RIVER PARK A Part of the Northeast 1/4 of Section 7, T21N, RSE, W.M. CONSTRUCTION REQUIREMENTS A. THE GENERAL CONSTRUCTION REOU/REMENTS FOR THE CITY OF AUBURN SHALL BE THOSE CONTAINED IN THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATION FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCT/ON, " CURRENT EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY. B. ALL PLANS AND CALCULATIONS SHALL BE PREPARED, STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED PROFESSIONAL CIVIL ENGINEER C. PROPERTY SURVEYS SHALL BE PERFORMED AND STAMPED BY A WASHINGTON STATE LICENSED PROFESSIONAL LAND SURVEYOR. D. ALL PLANS AND CALCULATIONS SHALL BE NEAT, UNCLUTTERED, LEGIBLE, AND IN CONFORMANCE WITH THE R£OU/REMENTS HEREIN. E. WHERE APPLICABLE, SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. F. THE CONTRACTOR SHALL BE ADHERE TO APPLICABLE CITY DEVELOPER SPECIFICATIONS AND STANDARD DETAILS IT SHALL BE THE RESPONSIBILITY OF THE APPLICANT TO OBTAIN THIS INFORMATION AND PASS IT ON TO HIS CONTRACTOR FOR CONSTRUCTION PURPOSES. FAILURE TO DO SO WILL BE GROUNDS FOR NONCOMPLIANCE TO CITY REOU/REMENTS DEVELOPER SPECIFICATIONS AND STANDARD DETAILS SHALL BE ON -SITE DURING CONSTRUCTION. G. THE CONTRACTOR SHALL PROVIDE THE CITY OF AUBURN WITH COMPACTION TEST RESULTS PRIOR TO THE INSTALLATION OF UTILITIES. H. RAPID ACCESS KEY SWITCH REOUIRED AT PROPOSED GATE. CONTACT FIRE DEPARTMENT FOR ORDERING INFORMATION. CITY OF AUBURN BENCHMARK NUMBER 32-0 ELEVATION.• 56.14 RAIL ROAD SPIKE IN POWER POLE AT EAST S10E OF GREEN RIVER ROAD, SEVENTH POLE NORTH OF 100TH AVENUE SE, POLE NUMBER 30042 l\UP.,UF;}N I E��_F C )Fra1 CE',�Y CYSTEEti PF�OFE�T UNAUTHORIZED CHANGES AND USES THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR NOR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS, IN THE EVENT THAT INCONSISTENCIES ARISE /N THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL STOP WORK IMMEDIATELY. THE CONTRACTOR SHALL NOT PROCEED FURTHER UNTIL RECEIVING WRITTEN VERIFICATION AND APPROVAL TO MAKE CHANGES TO THE PLANS BY THE ENGINEER OF THESE PLANS. THE CONSTRUCTION CONTRACTOR AGREES THAT /N ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONSTRUCTION CONTRACTOR WILL BE REOUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. THIS INCLUDES SAFETY OF ALL PERSONS AND PROPERTY. THIS REOUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING UAB/LITY ARISING FROM SOLE NEGLIGENCE OF TH£ DESIGN PROFESSIONAL. ENGINEER'S NOTE TO CONTRACTOR.• INFORMATION CONCERNING THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, PIPES AND/OR STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION AND SIZE OF THOSE UTILITIES, SHOWN OR NOT SHOWN ON THE PLANS. BASIS OF BEARING THE NORTH LINE OF THE NORTHEAST 114 OF SECT/ON 7.• S89''52"00 E. CUT & FILL CUT=95CY FILL=14,819CY CONSTRUCTION SEQUENCE 1. PRE -CONSTRUCTION MEETING WITH THE CITY OF AUBURN. 2• FLAG OR FENCE CLEARING LIMITS INCLUDING TREE EASEMENT AREAS. J. POST SIGN WITH NAME AND PHONE NUMBER OF TESL SUPERVISOR. 4. INSTALL CATCH BASIN PROTECTION AS REOUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SEDIMENT POND. 8. GRADE AND STABILIZE CONSTRUCTION ROADS, 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) t a CLEAR REMAINDER OF THE SITE. 11. BEGIN EARTHWORK OPERATIONS. 12. ROUGH GRADE FOR ROAD & FOUNDATION 13. SURVEY TO SET CENTERLINE OF ROADS, 16 ESTABLISH SUBGRADE FOR ROADS. 15. INSTALL UTILITIES INCLUDING LIGHT POLE BASESS, 16. REMOVE TEMPORARY EROSION CONTROL PIPES AT TIME OF INSTALLATION OF PERMANENT STRUCTURES. 17. COMPLETE CURB, GUTTER AND SIDEWALK. 18. PAVE THE ROADS. 19. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND SUPS REMOVED IF APPROPRIATE ONLY ON APPROVAL OF A CITY INSPECTOR. GRAPHIC SCALE 0 30 60 120 1 inch = 60 feet POSTMASTER APPROVAL THESE DRAWINGS CONFORM TO THE REQUIREMENTS OF THE U.S. POSTAL SERVICE BY DATEf2 1 TITLE/POST TIOk: CALL BEFORE YOU DIG 1 800-424-5555 CONSUL TANTS/UTILITIES/SER VICES NGINEERING/PLANN/N AARON MEXLEUR, PE (PROJECT MANAGER) DAN S/EGR/ST (DESIGN ENGINEER) ROBERTA MARTA (PROJECT PLANNER) THOMAS R. GOLD, PIS (SURVEYOR) DBM CONSULTING ENGINEERS 502 16TH STREET NE, SUITE 312 AUBURN, WA 98002 (253) 887-0924 (PHONE) (253) 887-0925 (FAX) WATER SEWER.• CITY OF AUBURN 25 WEST MAIN STREET AUBURN, WA 98001 (253) 931-3010 E'LEPHONE: U.S WEST COMMUNICATIONS P.O. BOX 12480 SEATTLE, WA 98111 (800) 244-1111 'A TCI CABLE 4020 AUBURN WAY NORTH AUBURN, WA 98002 (877) 824-2288 CITY OF AUBURN FIRE DEPARTMENT 1101 D STREET N.E. POWER GAS.• (253) 931-5060 (253) 931-3055 FAX PUGET SOUND ENERGY 22828 68TH AVENUE SOUTH GEOTECNICAL ENG/NEER: 1102 KENT, WA 98032 CHARLES P. COUVRETT£, PE (888) 225-5773 CORNERSTONE GEOTECHNICAL, INC. 17625 130th AVE. NE, STE. C-102 OWNER/CLIENT.• WOODINVILLE, WA 98072 WAYNE JONES (425) 844-1987 LAKERIDGE DEVELOPMENT INC. P.O. BOX 148 SCHOOL: RENTON, WA 98057 {425) 228-9750 (PHONE) AUBURN SCHOOL DISTRICT (425) 228-7232 (FAX) 915 47H STREET NE AUBURN, WA 98002 TRAFFIC (253) 931-4900 TRANSPORTATION CONSULTING NORTHWEST REFUSE SERVICE: 1607 E. MAIN STREET RST DISPOSAL AUBURN, WA 98002 701 2ND STREET NW (253) 931-0506 (PHONE) AUBURN, WA 98002 (206) 664-1144 (FAX) (253) 833-3333 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 REQUIRED 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, RIDGE, 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 BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OR ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTIFICATION, LOCATION MARKINGS 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). 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 BELIEVED 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 AN 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 FOR 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. 9. INFILTRATION SYSTEM DESIGN BASED UPON THE FINDINGS AS OUTLINED IN THE SOILS REPORT BY CORNERSTONE GEOTECHNICAL, INC. DATED APRIL 25, 2002. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE 22i; 'S CONSTRUCTION RECORDS. ��"''' DATE OZII&I TITLE/POSITION: ?r*A4A0k" CONFIRMED BY CITY: DATE N6 PROJECT REF: FAC #02-0013 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: 0A_rVVV%_-" S-tzL DATE APPROVED: lc O Z t3 p Ci t 4 p C3 Q 0 .5- 10 o3 DQ i 7 30 RIVER PARK A Part of the Northeast 1/4 of Section 7, T21N, RSE, W.M. V `� 1 ,- j \ 11' CHEG C DAM (TYR) SIL� FENCE (TYP.) /60 \ \ \ EXIST/NGI TREE TO REM*IN (DECEASED) TEMP. EROSION COIF \ TEMP. EROSION C0N7Rg1L SWALE ' I O T11 yG SWALE I J \ S'ILT FENCE (TYP.)-, SEDIMENT TRAP fl i 6 -� -- \ \ \> \ \ \ \ \ 1 59 , Bl0 SWALE \ 611V x 0.5-D EMERGENCY OVERF OWICHANNE e; LINE'S, W/ 6" TO\8" R/PRAP THICK LZZ & \ .\ \ \` TEMP. E'iROS/ON C OL SWALE Note: All Items of o g) \ \\ \ ( y appear on drawing) \ \ I I Proposed Sanitary Sewer Manhole Q \ \ Existing Sanitary Sewer Manhole Proposed Storm Drain Manhole O \ s� Existing Storm Drain Manhole Proposed Cleanout ® Existing Cleanout Proposed Water Meter Existing Water Meter Proposed Water Valve ►. Existing Water Valve oa \ �`•� / \ \ \ \ Proposed Fire Hydrant W Existing Fire Hydrant Proposed Catch Basin (type 1) ❑ Existing Catch Basin (type 1)\' s� Proposed Yard Drain ® EXI$4lG Existing Yard Drain x Proposed Catch Basin (type II) O Existing Catch Basin (type II O Power Pole � Power Pole w/guy rib Light Pole V O Straw Bale Check Dam Q ` Proposed Sanitary Sewer Line \ \ \O \ SILT FENCE (' Existing Sanitary Sewer Line - -S- - Proposed Storm Drain Line —SD— \ \ Existing Storm Drain Line —SD— \\ -- Proposed Waterline —W— \ \ \ Existing Waterline - -W- - \ \ \ \e\ \ Proposed Gas Line —G— \ \ Existing Gas Line - -G- - Proposed Power Line —P— \ \ \ \ \ Existing Power Line - -P- - �\ Proposed Telephone Line —T— \ \ \ \\ Existing Telephone Line - -T- - Grading Ridge Line —R— \ \ \\ Finish Contour —90— y \ \ - Exist. Contour —90— Ditch or Swale Flowline Fence = —x Filter Fabric Fence (Silt Fence) Clearing Limts1 Monument Rebar & Cap C.p Section Corner --� Existing Asphalt Proposed Asphalt Concrete Building or Structure gU h Construction Entrance ®DBM CONSULTING ENGINEERS, 2002 O THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM CONSULTING ENGINEERS AND HAS BEEN FURNISHED IN CONFIDENCE AND IS SUBJECT TO THE TERMS OF A SEPARATE SECRECY AGREEMENT BETWEEN DBM AND THE RECIPIENT. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DBM IN WRITING. CHECK DAM (TYP.) EXISTING HOUSE \ / FF-5Z.21 OO VSTER PROD PER"TV I CALL BEFORE YOU DIG 1 800-424-5555 - — CE EXIST/N ASPHALT PAS O Q 4_1 — — — — — — r i I I I I III II I bg Ila IN ICI II •� I � �I c III i°I II 57 II'K I III CONST. I' SERVICE LINE I I v� III I a l W/ 34' - METER ASSEMBL Y ELJ SEE C.O.A. DETAIL WATER-13 I CONST. SEWER CLEANOUT _ jCo I (I I 1E=56.04 I (I II I I 6" PVC SEWER SERVICE STA: 1+49.60 l Il� II 45 L.F. ® S=2.OX I I I I I l � I I l Il II / I,I IH I c1 / I I IZ III I { I l II I CONTRACTOR TO WRAP INLET GRATE WITH W/ SILT FENCE FABRIC TO SERVE AS INLET PROTECTION DURING CONSTRUCTION (TYP.) CONTRACTOR TO WRAP INLET GRATE WITH W/ S/L T FENCE FABRIC TO SERVE AS INLET PROTECTION DURING CONSTRUCTION (TYP.) GRAPHIC SCALE 30 0 15 30 60 120 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRArfOR'S CONSTRUCTION RECORDS. OrdB ' DATE G TITLE/POSITION: %Lk�m" CONFIRMED BY CITY. --DATE I inch = 30 feet PROJECT REF: FACO2- ' THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: DATE APPROVED: /Co I - o 2 03 D 17 �O RIVER PARK A Part of the Northeast 1/4 of Section 7, T21N, RSE, W.M. FILTER FABRIC FENCE INSTALLATION NOTES 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 8 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 3. A TRENCH SHALL BE EXCAVATED, ROUGHLY 6 INCHES WIDE AND 6 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, THE FILTER FABRIC AND A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 42 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 20 INCHES OF THE FILTER FABRIC SHALL BE EXTENDED INTO THE TRENCH AND SHALL NOT EXTEND MORE THAN 42 INCHES ABOVE THE ORIGINAL GROUND SURFACE. WIRE MESH OR FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 5. THE TRENCH SHALL BE BACKFILLED WITH 3/4-INCH+ MINIMUM DIAMETER WASHED GRAVEL OR PEA GRAVEL. 6. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED AND UPON APPROVAL OF THE CITY INSPECTOR. 7. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. EROSION CONTROL DETAIL REFERENCE 1• SEE CITY OF AUBURN STANDARD DETAIL "EROSION-1" FOR CONSTRUCTION ENTRANCE INFORMATION. 2• SEE CITY OF AUBURN STANDARD DETAIL "EROSION-3" FOR FILTER FABRIC FENCE INFORMATION. EROSION CONTROL SEEDING NO TES: PURPOSE TO REDUCE EROSION AND SEDIMENTATION BY STABILIZING EXPOSED SOILS THAT WILL NOT BE BROUGHT TO FINAL GRADING OR PERMANENT COVER TREATMENT OR VEGETATION WITHIN 30 DAYS OF THE EXPOSURE. CONDITIONS WHERE PRACTICE APPLIES - PERMANENT STRUCTURES ARE TO BE INSTALLED OR EXTENSIVE GRADING OF THE AREA WILL OCCUR PRIOR TO THE ESTABLISHMENT OF PERMANENT VEGETATION. - EXPOSED SOIL SURFACES WHICH ARE NOT TO BE FINAL GRADE WITHIN 30 DAYS. - AREAS WHICH WILL NOT BE SUBJECTED TO HEAVY WEAR BY CONSTRUCTION TRAFFIC. - AREAS SLOPING UP TO 10 % FOR 100 FT. OR LESS. DESIGN CRITERIA/SPECIFICATIONS - TIME OF PLANTING- DURING THE TIME PERIOD BETWEEN APRIL 1 THROUGH JUNE 30 AND SEPTEMBER 1 THROUGH OCTOBER 31. (NOTE: IF PLANTING BETWEEN JULY 1 AND AUGUST 31, IRRIGATION MAY BE REQUIRED. IF PLANTING BETWEEN NOVEMBER 1 AND MARCH 31, MULCHING WILL BE REQUIRED IMMEDIATELY AFTER PLANTING.) - SITE PREPARATION- BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKE/SWALES, LEVEL SPREADERS AND SEDIMENT BASINS. - SEEDBED PREPARATION- THE SEEDBED SHOULD BE FIRM, BUT NOT COMPACT, WITH A FAIRLY FINE SURFACE FOLLOWING SURFACE ROUGHENING. SURFACE ROUGHENING SHOULD BE DONE AT RIGHT ANGLES TO THE SLOPE AND PREFERABLY "CAT WALKED" UP SLOPE. - FERTILIZATION- AS PER SUPPLIER'S RECOMMENDATIONS. DEVELOPMENTS ADJACENT TO WATER BODIES AND WETLANDS MUST USE NON -PHOSPHORUS FERTILIZER. - SEEDING- APPLY THE FOLLOWING MIXTURE TO THE PREPARED SEED BED AT A RATE OF 120 LBS/ACRE: PROPORTIONS PERCENT PERCENT NAME BY WEIGHT PURITY GERMINATION REDTOP (AGROSTIS ALBA) 10 % 92 90 ANNUAL RYE (LOLIUM MULTIFORUM) 40% 98 90 CHEWINGS FESQUE 40 % 97 80 (FESTUCA RUBRA COMMUTATA) (JAMESTOWN, BANNER, SHADOW OR KOKET) WHITE DUTCH CLOVER 10 % 96 90 (TRIFOLIUM REPENS) FOR OTHER SEED MIXES, USE LOCAL SUPPLIER RECOMMENDATIONS WITH APPROVAL FROM THE CITY OF AUBURN. - "HYDROSEEDING" APPLICATIONS WITH APPROVED SEED -MULCH -FERTILIZER MIXTURES MAY ALSO BE USED. - MAINTENANCE- SEEDING SHOULD BE SUPPLIED WITH ADEQUATE MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER, OR ON ADVERSE SITES. WATER APPLICATION RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF. INADEQUATE AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO WATER. - RE -SEEDING- AREAS WHICH FAIL TO ESTABLISH VEGETATIVE COVER ADEQUATE TO PREVENT EROSION SHALL BE RE -SEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED. 36.00' 3.00' 5.00' 3.0+0' 0.00 0.00 T2.- 1 -1 -1.0 2.1 -1. -1. � ' T2:1 I-1) s , .A MD -2.5 r-� �i_il f� l -1) k O O o r me /C I M CONSULTING ENGINEERS, 2002 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DOM CONSULTING ENGINEERS AND HAS BEEN FURNISHED IN CONFIDENCE AND IS SUBJECT TO THE TERMS OF A SEPARATE SECRECY AGREEMENT BETWEEN DOM AND THE RECIPIENT. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DBM �N WRITING. --2.5 j L� 14 %-�L�,(J �U�1�1 2.5 A -2.5 IQ .1 -2.5 1 <1 Q -2.5 1.2 -1.0 -1.0 Q :1 -1.0 0 -1.0 GRAVEL FILTER BERM PER CITY X O.00 OF AUBURN DETAIL "EROSION-6" 3.00' OUTFALL WEIR (SEE "WEIR SECTION") REFER TO CITY OF AUBURN DETAIL EROSION-8 FOR GRAVEL FILTER BERM DESIGN SEDIMENT POND #1 NOT TO SCALE WEIR SECTION T . THICK �olf O 0 �z:1 10.50' CALL BEFORE YOU DIG 1 800-424-5555 EROSION CONTROL NOTES 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED RETENTION OR DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES, TO INSURE THAT SEDMENT-LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. 2• THE DETENTION, SEDIMENTATION (RETENTION IF INFILTRATION SYSTEM IS USED) 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. J. THE DETENTION SEDIMENT TRAP PONDS SHALL REMAIN IN PLACE UNTIL THE PERMANENT STORM SYSTEM IS IN PLACE AND OPERATIONAL. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY. 5. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTY AND DRAINAGE WAYS MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE WHICH ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS, SHALL BE STABILIZED WITHIN 10 DAYS. FROM OCTOBER 1 TO MARCH 31, 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 7 DAYS SHALL BE STABILIZED IMMEDIATELY. 45.00' Ia • 10.50' T2:1-1. 1 I -1.0 2: T1 2 T1 3.Oj -3.0 %!-/� �l-/� i .� -3.0 -3. -3A -3. ,/ �/ - ll -3.0 -3.0 2: 21 2: 1 2•, -1.0 -1.0 m 0.00X `GRAVEL FILTER BERM PER CITY OF AUBURN DETAIL "EROSION-6" A0.0 REFER TO CITY OF AUBURN DETAIL EROSION-8 FOR GRAVEL FILTER BERM DESIGN SEDIMENT POND #Z NOT TO SCALE RECORD DRAWING CERTIFICATION THESE D WINGS CONFORM TO THE CON R' CONSTRUCTION RECORD . �""�■�'' DATE TITLE/POSITION:II �. CONFIRMED BY CITY. --DATE OUTFALL WEIR (SEE "WEIR SECTION") PROJECT REF: FAC 71 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: . r.., ie` jjd DATE APPROVED: o h 710 2 o m � PC 04 Z i CS d4 Ca4 4 t L�gerz d (Note: All Items may not appear on drawing) Proposed Sanitary Sewer Manhole 0 Existing Sanitary Sewer Manhole Proposed Storm Drain Manhole Existing Storm Drain Manhole Proposed Cleanout Existing Cleanout Proposed Water Meter B Existing Water Meter 9 Proposed Water Valve ►. Existing Water Valve oa Proposed Fire Hydrant Existing Fire Hydrant YS Proposed Catch Basin (type 1) 13 Existing Catch Basin (type 1) 13 Proposed Yard Drain Existing Yard Drain Proposed Catch Basin (type 11) 9 Existing Catch Basin (type 11) Power Pole Power Pole w/guy Light Pole Straw Bale Check Dam Proposed Sanitary Sewer Line —S Existing Sanitary Sewer Line — —S— Proposed Storm Drain Line —SD— Existing Storm Drain Line —SD— Proposed Waterline —W Existing Waterline — —W— Proposed Gas Line —G Existing Gas Line — —G— Proposed Power Line —P Existing Power Line — —P— Proposed Telephone Line —T Existing Telephone Line — —T— Grading Ridge Line —R Finish Contour —90 Exist. Contour —90 Ditch or Swale Flowline Fence Filter Fabric Fence (Silt Fence) Clearing Limts Monument Rebar & Cap �. Section Corner Existing Asphalt Proposed Asphalt Concrete Building or Structure Construction Entrance RIVER PARK A Part of the Northeast 1/4 of Section 7, T21N, RSE, W.M. i \ AUBURN�" 4777 `\ \' \ \\ EXIST. TREE __... \ \ \ (DECEASED) 1 /" 15' DRAINAGE I (TO REMAIN EASEMENT I \ 't PROTECT IN PLACE) \ \\\ l MIN. FF= 61.22 j M/N. FF 1. 34 MIN. FF7_161' 90 I MIN. FF ,62. 22 I MIN. FF 62 44 ON I MINIFF— 61.60 I \ \ V, ! — \ o: \ �t.o, 131 1 +00 59 7 59.82 59.32 i * f +2 00 fi \: \ ®56 • \� 7 4n \ \ \ \� � ' \ \ \ \ V V A E MlN. FF= 62. 3 'YIN, FF= 62.27 `599.84 � I 50 x3' DOWN SPOUT 6" PLASTIC, DRAIN LINE INFILTRATION SYSTEM W/ FROM DOWhk,SPOUTS 18" D/A. CPEC YARD DRAIN AND/OR FOUNDA T/ON (SEE C.D.A. DETAIL DRAINS. S=2.0,V (TYP.) I "STORM-5") (TYP.) I --,, I I I MIN. FF= 61. 98 MIN. FF= 62.44 I I 3+� SE 304 TH PEA CE 4+�00 —31- - - �-BHP =� - - 60.32 60.51 / I \ I MIN. FF= 62.42 MIN. FF= 62.22 i � I 16' DRAINAGE L I / \ EA SEAENT l MIN. FF—+402.1<011 EXIST. TREE (TO REMAIN. 'A MIN. FF= 61.62 \so 5+00 \ X- 60.24 59.93 59.63 iv 64 MIN. FF= 62.135- . E MIN. FF�= 61.62 I I ,\ _ s9 PROTECT IN PLACE) �� 6 PLASTi"RA/N LINE \ \ . f FROM DOWN SPOUTS EXISTING HOUSE \ \ AND/OR FOUND~A`T/ON DRAINS. S=2.0% (T�!P) FF=5Z21 50 x3' DOWN SPOUT INFILTRATION SYSTEM � < \ 4s\ \ \ 18" D/A. CPEC YARD 1AIN v (SEE C.O.A. DETAIL / \ \ \ *STORM-5") (TYP. NOTE. \ \\ M SEE SHEET 5 AND 7 OF 8 FOR ROAD AND ACCESS TRACT CROSS SECTIONS. �C DBM CONSULTING ENGINEERS, 2002 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM CONSULTING ENGINEERS AND HAS BEEN FURNISHED IN CONFIDENCE AND IS SUBJECT TO THE TERMS OF A SEPARATE SECRECY AGREEMENT BETWEEN DBM AND THE RECIPIENT. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DBM IN WRITING. CROSS SECTION 'A A " SCALE Horiz.: 1 " = 30' Vert.: 1 " = 3' 64 M 56 1f' B 18" D/A. CPEC YARD DRAIN TO MITIGATE BACK YARD SHEET FLOW (TYP.) NOTE CONTRACTOR MAY INSTALL ROCKERY /N LIEU OF SLOPE. DRAINAGE FACILITY DESIGN SHALL REMAIN THE SAME. (SEE C.O.A. DETAIL "GENERAL - 04 ".) GARY OO YSTER PROPERTY CROSS SECTION 'B B" SCALE Horiz.: 1 " = 30' Vert.: 1" = 3' 56 52 � I \, MIN. FF4= 61. 36 I I y i MIN. FF= 61.36 15' DRAINAGE EASEMENT 30 CALL BEFORE YOU DIG 1 800-424-5555 I I l 1 iI j COBBLE C RIEEK p I STA. 6+6225 i I I I OFFSET. 0.00 R Nk 59, _ S 3 - �L C I % � , I P I I i II I� I I II I II i I I I C I I II I j 1 RI II I I�I� 114 I� I �174 II I N= II �I I II I I O II �I o ICI II I O B k GRAPHIC SCALE 0 15 30 60 120 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CO CTO 'S CONSTRUCTION RECORDS. DATE M1111111prop'- err TITLE/POSITION: CONFIRMED BY CITY. --DATE 1 inch = 30 feet PROJECT REF: FAC ;#02-0013 Ali? Oz y THESE PLANS ARE APPROVED FOR / CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: �•Pi>,......_ DATE APPROVED: O O C� fD 0 3 17 3o i CONST, 12" D.I. 33 L.F. STA: 0+90.30 FG 18 L. F. \ - FG \ \ p S 6' Q,01 \ \Ff ♦ W \ sue, OVEi _ '' \ \ 4" TO 8" R/PRAP 1' THICK c 1+'00 SE 304 Place A Part of the North east 114 of Section 7, T21 N, RSE, W. M. STA: 2+99.35 OFFSET- 76.71 R / INSTALL C.O.A. STD. DECORATIVE LUMINA/RE Horiz.: 1 " = 20 Vert.: 1" = 2' C.4 L L SEFORE YO U DIG 1 800 - 424 - 5555 STA: 6+26.76 OFFSET 39.85 L (STALL C.O.A. STD. DECORATIVE LUM/NAIRE I STA: 6+77.81 0. 41.53 L CONST. CB #12 (TTE I) J MAILBOX PER DETAIL TRAFFIC -17 STA: 6+32.13 O: 3 .49 L I I I I I CONST, CB #11 (T I) STA: 6+23.02 PCR I I a OFFSET 22.16 L I CONST. 12" PVC L.F., I 0 STA: 6+09.07 PCR • a a CONST. PRIVACY GATES I • kO BE DESIGNED BY OTHERS) STA: 5+97.84 I STA: 6+71.09 OFFSET 54.48 R -1 EX. CP 0+00 a 9 ` _. S-0123i� S=f &7 fib L .F. - A .. se*,.ewnr+aoe v - - - - - r-wx *� ac - lE 0 STORM LINE ^S Z 68 .._...__ ....... ... .... ........_ -__. _........ - �_ t ... .. .�-srearsw 'e asw'+aew2.aw. '�Il.�.ati.vraav,.y_ �..- r m .rm+wn rv- A 100 L x� S=1.00z _ - +seaxt^^R--av SID & -S-EisERv.iu��i��>,�.a �saa.-rms-xmz.`.+aznm- rF IE=56 -OSOR 2 STORY LINE `�„�.*.,•,nn+�.mw `. '� s . J. 6" ; SWE SEWER CROSSING " _�"' .�,� ..;.�,,�,�,.,�,. 6 SIDE SE �SSI �7G " " " " 6 SIDE SERER CROSSING 1E=� ®STORM LINE q 1E=55.99 0 STORM LINE A: 2+97.02 C8 TYPE I c. , zip RIM y , � ' p �" RfM=59.86 - 1E=5"9 6" SIDE SEWR CROSSING "` 6" SIDE SEWER CROSSING R/M=59:08 - 14E=5 CONST. 12" 1E=55:34 . STt LINE �� a �,." " 6 SIDE SEWER CROSSING �' 51&�'f3 ®STORM LINE S� �� PROPOSED SANITARY SOR-35 PVC m CONST. 36" PERF� , -S--T w PIPE ® S 100 L.F. 1E=5912 0 STORM LINE SEWER STA: 6+32.13 C8 1 TYPE 1 S=B�.T ## L.F, « B 5 S : a PROPOSED *4 XrR R/M= 59 27 - 1E=56. 77 Z R - CONST. 12" CLASS 50 5Z �� 6 Si6aE SERER i�POS5�M6 DSTORY PIPE � .l_. __ _ _ . � 7„ -- - _ -- _ _ _ STA: 6+3111 C 3 TYPE ! 1f= • Srpf�9a LfNE F. ice 3 0 ce SCALE PW-59 26 - IE-56. 76 CONST. 12" 10) SDR-35 PVC 0 Horiz.: 1 " = 20' STA: 6+38.11 EX. CB S- 2i8 L.F. STA: 2+67.24 CB 10 TYPE l Vert.: 1 " = 2' R/M=59.34 - 1E=53.44 .'> ` [� 2° STA: 1 +28.41 CB TYPE ll) 60" D/A. RIM-60 28 - 1E=56-55 RIM-59:59 - IE- STA: 6+77.81 CB 112 (TYPE 11) TA- t , 93 CB T1'II°E / RIM=59.53 - 1E=53. 09 STA: 1 +04.03 CB #5 TYPE �'°°`ti RIM=59':15- - 1E=54:98 STA: 2+31.43 CB #4 (TYPE ll) --59-jam E- 4 T 6 SAX SEINER CI4MS"r. 4+00 5+00 8+00 l -56. 8 O BIOSWALE lE 58.17 FROM CB14 /E=5 0 STOW LM .. ._ STA 0+9124 CS TYPE / _SEE SHEET 7 FOR DETAIL ss , �. _ _ __ _ .. _ 39.0' 30.0' 48 __ _ R/M=ft Bt- - E-591-34- 6" SIDE SEWER CROSS0NO �, 14.0' sc!).: S 4.0 STA: 2+31.55 CB 17 (TYPE II) 60" D/A. IE=55.78 0 STORM LINE 5' 28.0' 5' L RIM=60.11 - IE-5r&69 TO INFILTRATION J 10.5' 5.0' 5.0't 9.0't Varies Varies 0 3.0 fE=5752 FROM C6#4 .5' 0.5' n o � 1 1TW 2+00 m DBM CONSULTING ENGINEERS, 2002 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM CONSULTING ENGINEERS AND HAS BEEN FURNISHED IN CONFIDENCE AND IS SUBJECT TO THE TERMS OF A SEPARATE SECRECY AGREEMENT BETWEEN DBM AND THE RECIPIENT. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DBM IN WRITING. CROSSING TABLE SAN. IE STORM /E 1 55.34 57.31 2 55.73 56.94 3 55.86 56.82 4 55.99 56.72 5 56.12 56.78 6 56.20 56.96 7 55.93 57.08 8 55.64 57.25 9 55.80 56.50 10 55.78 56.49 11 57.21 58.01 0 a 4" Class B Asphalt Concrete Pavement 18" Curb & Gutter a� c `v d .<,�' 1 �ATack Coat °' k c) Tack Coat s�0pe 2.0% 2.0% 2.0% 2.0% 2-1 Sk Concrete Sidewalk 000 00 Telephone, Electric, Gas, 4" Min. Crushed Surfacing CATV (Typ.) per City of Suitable Native Soils Top Course Auburn Detail "Traffic-04" at 90% Compaction 8" Min. Sub -Bose Material Gravel Class B and 'Traffic-24" TYPICAL ROAD CROSS-SECTION SE 304TH PLACE NOT TO SCALE a 2 a` 0.5' -Curb & Gutter c c v U 2. AX M SCOp f Tack Coat 2.0% r2.0%Existing Asphalt Concrete 2.0� Exist. Top Course Concrete Sidewalk O Exist. Sub -Base Material Telephone, Electric, Gas,�O CATV (Typ.) per City of Auburn Detail "Traffic-04" 8" Min. Sub -Base Material Top Course 4" Min. Crushed Surfacing Gravel Class B 4" Class B Asphalt Suitable Native Soils Concrete Pavement at 90% Compaction TYPICAL 1/2 STREET ROAD CROSS-SECTION 100TH AVENUE SE NOT TO SCALE RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONT 'S CONSTRUCTION REC RDS. B DATE TITLE/POSITION: CONFIRMED BY CITY: DATE V. 52 PROJECT REF: FAC 902-0013 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: DATE APPROVED: / O Z k� aik ;o � o ` zW �i zW Q: 4 Q p p C4 U Q Q O 1730 tj O� D &7ac- \ EXIST. 18" SEWER LINE A Part of the Northeast 114 of Section 7, T21 N, R5E, W.M. \--5-----s-----s------s---- -_ 1800-424-5555 \ STA: 0+75.92 -s- - -s- - - - -s- - - -s- - - - -s- - - - -s- - - - -s- - - - -s- - - - 8 EX. SMH #5166 - - -s- - - -s- - - -s- - ��F�a Cv 672.75' A w o w EX/STING p TREE I I I 6" PVC SEWER SERVICE (TO REMAIN) A T STA: 0+76 I o i, I I 5 L.F.=0� om" F. 2.I I I I �� ��� 9 1 I I I I 5 4 3 I 2 � I 1 I I I I I 4c CONST. SEWER 4 CLEANOUT in COONST. 10 SER CE LINE " I y0 1E=54.58 M/N. Z► I I W/ 3/4" METER SSEMBL Y CONST. 1 "SERVICE LINE CONST. 1" SERVICE LINE 3 � STA: 3+39.65 W/ 3/4 DUAL METER C " I � m OFFSET- 7. 00 L ASSEMBL Y � W/ 3/4" DUAL METER ASSEMBL Y Wf 20' --6-" SP66t fl I I ISTA: 0+92.28 I CONST. 48" TYPE /l I I I ASSEMBL Y 10 �"� (-OFFSET- 2.98 4 1 1 CONST. 1" SERVICE LINE I SMH #510-80 I STA: T4+21.09 I I I C V5TT. ft"X6" WA v>' CONST. 48" TYPE lI CONST. SEWER CLEANOUT I O I I I 15' SEWER SMH 1510-79 1 I I W/ /4" DUAL METERO 6" PVC SEWER SERVICE OFFSET' TYPE L " 1E=55�t- I RE�) � V CONST. 1 " SERVICE LINE ASSEMBLY CONST. 48 TYPE !l 6 PVC SEWER SERVICE � , � EASEMENT STA: 0+00 SMH #510-81 STA: 1+94 6" PVC SEWER SERVICE I � C CONST. SEWER W/ 3/4" DUAL METER ) I CLEANOUT 6" PVC SEWER SERVICE CONST. SEWER CLEANOUT 18 L.F. ®S=1.0% 24 L.F. ®S=2.0� STA: 1+fi3•��- E-- 7.5' ASSEMBLY 2 /E=58 M/N. CONST. SEWER CLEAT %� L.F. ®S=2.01r 1 �•.. STA: 1+00.58 I£= MIN O STA: 1+27 " s�, '� CONST. SEWER CLEANOUT �r„+4, -t CONST. SEWER CLEANOUT OFFSET. 13.14 R I I CONST. SEWER CLEANOUT 13 L.F. ®S=2.0� 6 PVC SEWER SERVICE 1£=56.00 MIN. � ,� 1E=56.21 MIN. CONST. 45' BEND (MJ) 6" PVC SEM£R SERVICE /E=55.87 MIN. STA: 2+2t I „) I 1 I WATERLI I W/ THRUST BLOCK STA: 0+23- Z41 1 CONST. SEWER CLEANOUT I 18 L.F. 0 S=1.0Z 6 PVC SEWER SERVICE CONST. SEWER CLEANOUT 13 L.F. M S=2 X 6" PVC SEWER SERVICE lE=56r MIN, 1 I STA. 3+43 87 1 STA: 0+00 I 1 1 (r Q 1 3 24 L.F. ®S=2.0� 1E=55.58 MIN I W CONST. 1" SERVICE LINE `� STA: 1+0t io- 55.3 0 o CONST. 8" GAT I O W/ 3/4" METER ASSEMBL YI I I 13 L.F. 0 S=2° 0% coo rj .a of VAL VE (MJ) • � Mi N 6" PVC SEWERA £�+l��S• t� � � ,♦ ®I I 3 L.F. 0 S=2.OX �( ` V CONST. 8 PVC SEWER PIPE 2#7 L.F. / t- 13 - S" 304TH pLA � . .. S s S - s s s z s - - s s s-j.•---s S s - - - - - - - - - - - Z y� - 45' VERT. X q 2+00 / 3+00 4+00 5+00 CONST. 8 PVC SEWER PIPE 245 L.F. \F` BEND TYP.) W y ♦ �� ® -- - 7 �� -ter CONST. 8 !/. WATERt/N� 248 L.1` 2 ® 3 5 L 6 \ - w w w w w w w w w w w w w�--w w w w w w w w w w w \ / 1 12 ; € I v, ONST. 8 DJ. WATERLINE 302 L.F. N y \ �,._, - - \ / �,6� h FCONST. 6" GATE w� \ \ ♦ �5����� / „ ►� n +3':. VAL VE (MJ) 3 J „ Z I CONST. 1 SERVICE LINE 6" PVC SEWER SERVICE P 0 6 PVC SEWER SERVICE 6" PVC SEWER SERVICE STA: 6+51.35 W 3/4" METER ASSEMBLY I STA: 0+00 STA: 1+69 STA: 1+59 OFFSET.• 1.03 R � \ \ INSTALL TRACING WIRE ® 25 L.F. 0 S=2.OX 25 L.F. ®S=20� 1 25 L°F° 0 S=2.0% 1 CONST° 8"X8" TEE (MJXFL) 3O 1 w I Z \ AS NECESSARY. v� I 1 W/ THRUST BLOCK & I SAW CUT AND REMOVE EX/STING CONST. SEWER CLEANOUT COWST. SEWER CLEANOUT I 3 :. CONST. SEWER CLEANOUT 1 - 8 GATE VALVE W ASPHALT FOR EXCAVATION AND ;r /E=- M MIN. _ 1E-56�8 MIN. _- - 1 I {� \ \ INSTALLATION OF WATER LINE. 6 PVC SEWER SERVICE .F I 1E=56.22 MIN. -- " STA: 1+4�4 " - 6 PVC SEER SERVICE 1 1 I h (� \ \ SEE CITY OF AUBURN DETAIL CONST. 1 SERVICE LINE COIKST� 1 SERVICE LINE " " 56 L. F, 0 S=1. 0% „ .35 STA: 0+50 S t, 1 0-1 w (p Q ll� TRAFFIC- 02 FOR INFORMATION T/ON CONST. SEWER W/ 3/4 DUAL METER - ` W/ 3/4 DUAL METER 42 L.F. ®S= 2. 0.$ I 1 10 Op \ 00. \ AND PROCEDURES CONST. SEWER CLEANOUT � cn CLEANOUT ASSEMBLY 1 ASSEMBLY O 1 ^ � � I � I Q. .., C� � \ \ \ ♦ 1E=58:36 MIN,- 1E=5707 MIN. 2 1 1 CONST. SEWER CLEANOUT � Q � \ \ 7! \ STA: 0+56. 81 S � _ C. 3 " ( O 1E=55.97 MIN. OFFSET.• 56.61 R 6 PVC SEWER SERVICE I L, 1 " 1 14~n -4 k 'Q CIO " STA: 0+00 CONST. 8 D.I. WATERLINE 6 L.F. - CONST. 16 X8 WET TAP \ CO T. SEWER CLEANOUT � � = 36 L.F. ®S=2.0.� �� 1 17..I 1 lV � N W/ THRUST BLOCK & lE 56.37 MIN. �,,_I w 1 - 8" GATE VALVE CONST. 1 " SERVICE L/NE ® = ( I I 1 Q O '\ CONNECT TO EXISTING WATERLINE / 6" PVC SEME-R SERVl�CE CONST. 6" HYDRANT ASSEMBL Y W/ W/ 3/4" METER ASSEMBLY EDGE OF \ i " STA: 2+E}1 a 10' - 6" SPOOL & THRUST BLOCK N ASPHALT 9� \ 6 PVC SEWER SERVICE 88 L.F. ®S-20% 1 O 1 1 STA: 6+51.88STA: \ \ \�� \�� \ -BF� L.F. ®S � 1.OX +47 54 8 3 I OFFSET 7.09 R \ �� \ ♦ / I I 9 it (CONNECT TO EX/STING WATERLINE I I I W \ / d \ '� ♦ i WELL PROTECTION RADIUS ^ I 1 (CONSTRUCT/ON TO ELIMINATE)) SCALE STA: 6+66.14 3 \ O OFFSET 10.27 L I 1 1 1 Q CONST. 1 SERVICE LINE \ \ 12CONST. SEWER CLEANOUT14 Horiz.: 1" = 20• CONNECT TO EX/STING I 1 J \ \ \ W/ 3/4" DUAL METER 0 /E=57.87 MIN. Vert.: 1" = 2' SEWER MANHOLE I 1 I 1 \\ \ ♦ ASSEMBL Y / I EX. SMH #511-38 I I I 1 1+00 � 3+00 4+00 �J+00 6+00 _ 12" STORM CROSSING _ $ DESIGN GRADE AT iE=56.57 0 WATER LINE Z CENTERLINE V 6" SIDE SEWER CROSSING t2" STORM CROSSING EXISTING GROUND /E=56:t5 0 WATER LINE /E=57.39 0 WATER LINE PROFILE =5•� 1E=57. r 0 SEWER L/NE PROPOSED STORM / �1 W 2 O a^Op 12" STORM CROSSING " ¢" SIDE SEWER CROSSING l `t 12 STORM CROSSING 6" SIDE SEWER CROSSING lE=5• 8 ®WATER LINE E-36-39 0 WATER LINE EXISTING GROUND i =55:99 14'A1ER LINE / p O f 0 WATER LINE S. Z _ ,..., 1 -k w h h t ,.: PROFILE S. C� 2 N �. _ram �,.. _. _. �,......._ .. , �....r► .. _..,,_.. �tflX y..' :,d .. "_. '. ,.S +v.. h-f....C. ... .Y... N,.2.�w, T.egs e ..n . t _. c.... xe. M. .1. ....n. �' ... � , „ .:. �.. 6 SA'a£ SEWER ...CROSSING � J ' y ' �_ O WATER LINE l ,q R 8 U 6 S]C7£ SEWER 0 S/NG ti _s LINE W - Q EX/S �, t W 7i Z J .., Q ,. tz IIE 58.3l' ®lirllT€R' LINE j �. "'� �. .--.-fix.+. : ".x:, ,. .:" ..... ... .. ....... _ .^. .. •. .w",ina_. a_r. `3 _,. _.. _ _... _ _.. „ - O �x. SIDE SEWER CROSS - - - - i 6 ESE / ::.. ` TER LNoIE 2 W _.., - h i W N S y 3 O SS0.50.'� L F CONST. $" PVC SEWER PIPE ® yLi z 4�? CONST. 8" PVC SEWER PIPE 0 S-0. 50� 245 L.F. CONST. 10" PVC SEWER v9 zy EXIST. 8" PIPE 0 S= 0.30% 134 L.F. C " _ ONST._. - SEWER LINE _ � /. {.SEE �E ) TERLINE _ .. MM w. 6" SIDE SEWER CROSS/NG STA: 4+21.09 Sdr H #510-81 RIM=60.-40 6" SWE SIEMER CROSSING 1E=56:-09 OUT STA: 6+25.13 45' VERT. BEND 1E=5544 O WA 7EW tom` i) ©r , S S 3 '�I __ „ „ RECORD -DRAWING -CERTIFICATION 2 .. _.... _ _..._ ,....... _ , .... _..... •.... ,.. .. , .... _. .... _ ... _ -STA: � 3+4s e7 coNsr. 8 x6 TEE PROJECT REF: FAC ,�©2- 3 l0�f?� �. STA: 6+27 91 45• VERT BEND .�� THESE DRAWINGS CONFORM TO THE EXIST 16" STA: 3+39.65 SMH 510-80 R/M=6$36 CONT T R'S CONSTRUCTION RECOR S. THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S WATER LINE ��.q 1E=5599 OUT ENGINEERING DIVISION REQUIREMENTS STA: 6+51.35 8"X8" TEE STA: 0+92.28 SMH 1U-7�7 RI91f=59 DATE CONNECT TO EXIST. WATERLINE _ a - T FIELD VERIFY 5-41 9bA0jLV1& BY: STA: 6+65.95 SMH TITLE/POSITION:APPROVED CONNECT TO EXIST. SMH; 511-38 STA: 0+56.81 16"X8" WET TAP /4 ! O Z R/M=59:72 - lE�+►54.78 1N CONNECT TO EXIST. WATERLINE CONFIRMED BY CITY: DATE DATE APPROVED: /E=54 68f OUT zzy 8 F1ELD VERIFY 2f� 1400 CROSSING TABLE 3400 4+00 5+00 8400 �0 DBM CONSULTING ENGINEERS, 2002 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM CONSULTING ENGINEERS AND HAS BEEN FURNISHED IN CONFIDENCE AND IS SUBJECT TO THE TERMS OF A SEPARATE SECRECY AGREEMENT BETWEEN DBM AND THE RECIPIENT. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DBM IN WRITING. mI.-m CC m W W N b L Z 4 ao aci vQ Qd STORM /E - - 57.39 - 54.1E 56.39 SANITAR Y NOTES. SEE CITY OF AUBURN DETAILS "SEWER-01" AND "SEWER-02" FOR FURTHER INFORMATION REGARDING SIDE SEWERS AND SEWER CLEANOUT CONSTRUCTION. O1 20 8 x6 HYD. TEE AND MVO FIRE HYD. ASSEMBLY SEE DETAIL WATER-07 a" DUAL WATER METER AND SERVICE INSTALLATION SEE DETAIL WATER-15 WATER KEY. NCH EXTENSION BOX DETAIL WATER-18 O3 VALVE WRENCH LINE O4 -Y4" WATER METER AND SERVICE LINE INSTALLATION SEE DETAIL WATER-13 WATER NOTES. A. WATER MAIN MUST HAVE A MINIMUM OF 42 OF COVER. SCALE Horiz.: 1" = 20' B. FIRE HYDRANTS SHALL HAVE A MINIMUM OF 5' CLEAR AREA. Vert.: 1" = 2' C. ALL 8" DI TO BE CLASS 52 C.L. Z Q O ~V WA TER lE SAN. lE STORM lE WATER IE SAN. !E 1 53.73 55.71 - 7 54.17 55.91 2 53.77 55.73 - 8 54.13 55.87 3 54.04 - 56.57 9 53.76 - 4 1 54.36 56.15 - 10 53.68 55.32 5 54.82 56.39 - 11 52.38 - 6 54.49 56.31 - 12 53.68 - m I II 1 / / / � L STA: 0+75.92 STA: 0+92.28 *° s OFFSET 135.88 L OFFSET 2.99 L CONNECT TO CONST. 48" TYPE ll - EXISTING SEWER SMH 1510-79 MANHOLE 1 EX. SMH #511-66 15' SEWER i. - - - EASEMENT CONST S f0" P-- VC SEWER PIPE 134 L.F- S S ; CONST. SEWER CLEANOUT 6" PVC SEWER IE=54.M MIN. SERVICE STA: 0+76 5 L.F. ® S=2.0% SCALE Horiz.: 1" = 20' Vert.: 1 " = 2' 1+00 DESIGN GRADE AT Q CENTERLINE V o� �x a ° 0 60 s.9 STA: 0+75.92 SMH CONNECT STA: 0+92.28 SMH 1510-79 RIM=5942 TO EXIST. SMH #511-66 _ IE=54. 75 IN..... IE=54 05 OUT R1M=57.35 - IE=54.25 IN 541.3 S `l. 9 lE=54.00f OUT LOT 9 + 10 SEWER PROFILE SCALE Horiz.: 1 " = 20' Vert.: 1 " = 2' 20.0' 18.0' A Part of the North east 114 of Section 7, l2IN, R5E, W. M. I� I I I I ! EXIST. SO MANHOLE RIM= 58.89 I! I - 1E-5299f REMOVABLE BOLLARDS PER C.O.A. DETAIL 1 i t I I s "7RAFFIC-06" (TYP.) \ I I STA: 6+ C6 2 4 PE L I VHIE Qr�"[REEHS AVT A: 6 7 0. 41. OJ l) PER DETAIL MAILBOX E I I TRAFFIC-17 I STA: 6+32.13 0.• 3 .49 L I n/7 1 CONST. CB #11 (T /) STA: 6+23.02 PCR I I I U u u v OFFSET.• 22.16 L I �_CONST 12" PVC L.F.ISTA: 6+09.07 PCR a to I I STA: 6+99.61 PCR STA: 5+77.42 PT - CONS T 12" D.1. 25 L.F. G R=500.00' T=21.25' L=42.47' STA: 5+97.88 CONST. CB #9 (TYPE I) STA: 6+09.19 PCR CONST. PRIVACY GATES (TO BE DESIGNED BY OTHERS) 17 NOTE: GATE SPECIFICATIONS TO MEET SPECIFICATIONS PREV/OUSL Y SUBMITTED TO THE CITY OF AUBURN. RIM=60.16 z - :.K . -, . 1.0' 0.5' N � J � T a �°�' Tack Coat co 18" Curb & Gutter EMERGENCY OVERFLOW a 2 0% TOP=58.60 ;-•, Q100 =0.7918 CFS 0 o 73'wn.*�Crushed PIPE SUPPORT(S): 3" X .090" _ Electric. Gas, Suitable Native SoilsTelephone, u Surfacing 9 CAN (Typ.) Per City of 12" DIA. RISER ::. able Compaction To Course P Auburn Detail "Traffic-04" 3" Class 8 Asphalt Concrete Pavement 4" Min. Sub -Bose Material 12" CLASS 50 D.I. STORM PIPE 1 •-0" Gravel Class 8 Qwo=0.2489 CFS (64% OF 02) MIN ACCESS TRACT CROSS SECTION NOT TO SCALE r© DBM CONSULTING ENGINEERS, 2002 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM CONSULTING ENGINEERS AND HAS BEEN FURNISHED IN CONFIDENCE AND IS SUBJECT TO THE TERMS OF A SEPARATE SECRECY AGREEMENT BETWEEN DBM AND THE RECIPIENT. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DBM IN WRITING. OVERFLOW SPILLWAY DETAIL NOT TO SCALE Q,00 =0.7918 CFS (DURING EMERGENCY OVERFLOW CONDITION ONLY IF THE OVERFLOW PIPE TO THE INFILTRATION GALLERY OUTLET PIPE BECOMES PLUGGED) _ TO BIOSWALE BIOSWALE EL=57.96 IE=56.48 CONST. PRIVACY GATES STA: 6+43.61 PCI? OFFSET- 40.86 R CONST. 12" PVC #1 L.F. R,16,00 I 1 STA: 6+52.92 PCR I 1 OFFSET- 54.03 R STA: 6+53.73 HP OFFSET 63.26 R HP EL=59.35 STA: 6+71.09,� OFFSET. 54.48 R I EX. CB I 1 STA: 6+58.50 OFFSET- 117.71 R END CURB & GUTTER FL EL=59.08 MATCH EXISTING ASPHALT SPILLWAY TO DIRECT FLOWS INTO EXISTING DITCH 0 r. MAX. W.S.` '•s INLET PIPE OR PIPES US BARRIER I I I NI I_�: OF SPILLWAY ELE=57.46 RESTRICTOR PLATE WITH 2 DIA. ORIFICE AS SPECIFIED. QWo=0.2489 CFS ROCK EL= 56.46 (64% OF 02) 'TH, 4"-8" MIN DIA. QUARRY SPALLS OR MORE LAYERS O N L 54" MIN. CATCH BASIN TYPE II DIAM. AS REQUIRED ROUND SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS. FRAME & LADDER OR STEPS OFFSET. SEE NOTE 3. FRAME & COVER ELEV. 60.16 OVERFLOW TO INFILTRATION 12" CLASS 50 D.I. STORM PIPE IE=58.17 ALL STORM RUNOFF THAT EXCEEDS THE 2-YEAR EVENT SHALL PROCEED DIRECTLY TO THE INFILTRATION GALLERY THROUGH THE OVERFLOW PIPE. ,_-12" CLASS 50 D.I. STORM PIPE IE=56.48 CATCH BASIN #4 DETAIL NOT TO SCALE OFFSET 25.19 L STA: 7+20.35 PCR OFFSET- 14.12 L END CURB & GUTTER FL EL=59.79 _VA TCFFEXISTING— - - - - - - - - - - -- ACE -W - - EXISTING ASPHALT TO REMAIN STA: 7+30.61 PCR OFFSET 13.94 R END CURB & GUTTER FL EL=59.81 MATCH EXISTING CALL BEFORE YOU DIG" > 800-424-5555 CB NOTES 1.MAXIMUM LENGTH OF PIPE BETWEEN CATCH BASINS SHALL BE 400'. 2.MAXIMUM GUTTER LINE FLOW LENGTH SHALL BE 300'. 3.TYPE I CATCH BASIN IS USED FOR DEPTHS LESS THAN 5'-0" FROM TOP OF GRATE TO I.E.(PIPE INVERT). 4.PRECAST BASE SECTION SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MIN. KNOCKOUTS SHALL BE ON 4 SIDES WITH A MAXIMUM DIAMETER OF 20" TO PROVIDE FOR A MINIMUM SUMP DEPTH OF 18". 5.REINFORCING BARS SHALL BE CUT OR BENT AS REQUIRED TO CLEAR CUTOUTS. 6.THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION SHALL NOT EXCEED 1/2" PER FOOT. 7.CATCH BASIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH WSDOT STANDARDS UNLESS OTHERWISE NOTED. CRASS SEED MVM FOR BIO-FILTRATION SWALE TREATMENT AREAS MEADOW SEED MIX %WEIQHT XPUR«Y %GEF ANATION RED FESCUE 40 92 85 WHITE DUTCH CLOVER 20 98 90 REDTOP OR OREGON BENT GRASS 11 40 92 85 NOTE.- ALL PERCENTAGE ARE BY WEIGHT *BASED ON BRIARGREEN, INC. NOTES: 1. PIPE SIZES AND SLOPES: PER PLANS. 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. 4. IF METAL OUTLET PIP CONNECTS TO CEMENT CONCRETE PIPE, IT SHALL HAVE SMOOTH OUTSIDE DIAMETER EQUAL TO CONCRETE PIPE INSIDE DIAMETER OR 1 /4' LESS, TYPICAL. 12" CLASS 50 D.I. TO INFILTRATION PLAN ID OPENING �-- SLOPE TO MATCH GRADE �Mqk BIOSWALE CROSS SECTION 'C-C' NOT TO SCALE o L6 M 0.02 FT./FT- -0 3' Dia. Perforated % -,f'' % �' ;r CMP Storm Drain 1.5"-2" Washed River Rock 8.00' - 1 " Dia. Perforations (Typ.) Spaced at 12" O.C. INFILTRATION GALLERY CROSS SECTION 'D-D' Mirafi or Non -Woven Filter Fabric On Top and Sides 4 2.50' '-+-Native Soils NOT TO SCALE Infiltration Gallery design based upon the findings by Cornerstone Geotechnical as outlined in their soils report dated April 25, 2002. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CON T T R'S CONSTRUCTION REC RD . DATE ,S TITLE/POSITION: OIM060� CONFIRMED BY CITY. --DATE PROJECT REF: FAC 1#02-0013 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: 0VV J DATE APPROVED: f D Z m �1 > m I'` � m j W a0 N zt W Z W p 0 Q\ a o a d v Q Q o SE 304 Place A Part of the Northeast 1/4 of Section 7, T21N, RSE, W.M. STA: 6+38.00 %PT OFFSET- 38.01 L STA: 6+23.02 PRC OFFSET- 22.16 L STA: 6+2a 48 Y4PT OFFSET- 18.78 L STA: 6+ 17.15 MID PT OFFSET* 16.19 L STA: 6+13.263V4PT OFFSET 14.56 L STA: 6+09.07 PC OFFSET 14.00 L 0 DBM CONSULTING ENGINEERS, 2002 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM CONSULTING ENGINEERS AND HAS BEEN FURNISHED IN CONFIDENCE AND IS SUBJECT TO THE TERMS OF A SEPARATE SECRECY AGREEMENT BETWEEN DBM AND THE RECIPIENT. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DBM IN WRITING. 7HE QREENS A7 COBBLE CREEK STA: 6+58.67 MID PT I 1 OFFSET- 44.96 L I I I I I I 10 1 0 1 STA: 6+83.43 %4/PT 01 OFFSET- 39.81 L I \ STA: 6+99.61 PRC OFFSET- 25.19 L \ STA: 7+03.60 %PT a=112'11 '20" OFFSET- 20.57 L I R= 45.00 I I \ Tan=66.95 I I I STA: 7+08.60 M1D PT L=88.11 1 1 \ OFFSET- 17.07 L I PT OFFSET114.. 8� /L ► 1 a=56V5'20" STA: 6+23.03 PI I I I R=25.00 STA: 7+20.35 PT Ton=13.32 OFFSET- 14.12 L II OFFSET. 14.60E I i L=24.47 --- ------------- _ �a=8038'S4" STA: 6+60.83PI i I -_- '�---- _______ 89.99 TO NEAREST CB -� SE 304 �� R=16.00 OFFSET- 16.22 L I : ` ' LACE \ L=16.946 STA: 6+23.06 PI I i % � OFFSET- �4.99 L6.87 l \ I OFFSET. 0.00 L l 6+00, I I ,,� SE 304 TH PLACE - I I / �i STA: 6+92.84 PI OFFSET 0.00 R \ // / / N � ---�850000"W / 7+00 � CENTERL/NE SLOPE• / _ S8934'40"E o - - I / 0 50� - - CENTERL/NE SLOPE: 0. 46% 06 / Q- 6076'00" / R=16.00 / STA: 6+62.25 PI N � Ton=9.32 EXISITNG // OFFSET.• 0.00 R STA: 7+25.42 Pl I T on=9. 8 I CURB AND GUTTER ��// / OFFSET.- 0. 00 R r \STA: 6+62.34 PI / STA: 6+89.47 P! OFFSET 11.59 R OFFSET- 12.52 R I-- - - -# - 81.18' TO NEAREST CB - - STA: 6+23.09 PI STA: 6+09.19 PC I OFFSET- 13.37 R OFFSET, 14. 00 R STA: 6+ 13. 36 YsPT OFFSET.- 14.55 R - - - - - - ----------------- I d=35 58'27" l I �/ STA: 6+17.24 MID PT R=45.00 STA: 6+85.70 PI �� / OFFSET. 16.17 R Ton=14.61 ( OFFSET • 26.54 R- L=28.25 PT STA: 6+20.56 %PT I / / / STA: 7+08.91 Y4PT OFFSET- 7+33.1 OFFSET- 18.75 R STA: 6+62.49 R I / // / / / / OFFSET- 18.39 R OFFSET 1.9R 4 R I OFFSET- 33.05 R 1 / / // / STA: 6+23 10 PRC EXISITNG EDGE / OFFSET- 22.11 R i OF ASPHALT �I / '� / ! / � / Z�-- 89'13'03" STA: 6+27.05 Y4PT / --I EXISITNG // / / / R=57.26 / I 27' " CURB AND -�� Tan=56.48 OFFSET. 27.95 R I R 6 6.. 00 GUTTER / �/ L=89.16 STA: 6+31.87 MID PT I I Tan=9.34 / OFFSET 33.11 R I I I L=16.91 I � S 47 Y4PT OFFSET.•737.47 R I I I ill �/ r l I 5/D PT OFFSET 30.74 R STA: 6+43.61 PRC I OFFSET 40.86 R I I I / 8.20 OFFSET- R T STA: 6+47.18 Y4PT I OFFSET. • 43.10 R I \ L I I I / \ STA: 6+62.72 PI STA: 6+50.05 MID PT I I I I I OFFSET- 63.04 R OFFSET- 46.19 R � I STA: 6+52.01 Y4PT I OFFSET 49.92 R I I \ STA: 6+52.92 PT OFFSET- 54.03 R I I 25 01' STA: 6+53.73 HP I I I I I STA: 6+73.78 PC OFFSET. 63.26 R =59.35 I m l l I I OFFSET. 70.85 R HP EL I I Q to III I I I I I 1 3 W 211 I I I I� o� oll I I RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONT 0 'S CONSTRUCTION RECORDS. DATE TITLE/POSITION: Z �� CONFIRMED BY CITY. ---DATE CALL BEFORE YOU DIG > 800-424-5555 PROJECT REF: FAC #02-0013 /OA-7/o2 gy THESE PLANS ARE APPROVED FOR s CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS DAPPROVED BY: DATE APPROVED: m y W W o A: a Z W 3 w Y 45 O Q\ 0o ao vQ Q CS � � /0 03 ,D 1730 NOTES: 1. Tree plant pits to be 4 times the size of the rootballs (3 times the size for evergreen trees). Scarify 6" soil under the plant pits. Fertilize all trees and shrubs and groundcovers with slow release formula fertilizer tablets, 20-10-5, as per manufacturers recommendations. Agriform brand tablets or equal. 2. Final driveway locations not set at this time. Street trees shall be 10' min. offset from driveways. 3. Root barrier required on all trees. See City of Auburn Detail "Traffic-14." 4. Trees to be planted prior to final plat approval, or bonded at 125%. and must be installed prior to occupancy of each house. Acer Rubrum "Red Sunset Maple" 2" b & B Spaced 25' on center PRUNE DAMAGED TWIGS AFTER PLANTING PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED NOTE: O STAKING ON "AS NEEDED BASIS" PER NOTES; ALL GUYS TO BE FLEXIBLE O KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES O HOLD CROWN OF ROOTBALL AT OR JUST FINISHED GRADE Q PROTECT TRUNK AND LIMBS FROM INJURY O BACKFILL TO BE SETTED USING WATER ONLY — NO MECHANICAL COMPACTION d (2) 2x2 D.F. STAKES (PLUMB) (1 1/20x8' SCH 40 GALV. 0 STREETS) W/ ELASTIC OR RUBBER GUY TIED IN FIGURE EIGHT; o REMOVE 0 6 MONTHS PROTECTIVE WRAPPING DURING SHIPMENT TO SITE & INSTALLATION REMOVE AT COMPLETION OF PLANTING PROVIDE 3' DIAMETER "NO CLASS" TREE RING & 3" DEEP MULCH IN WELL MULCH = 1/2" — 1" SIZE 0 3" TO 4" DEPTH HOLD BACK FROM TRUNK 8" TO 10" FINISHED GRADE r PREPARE PLANTING BED. LOOSENING 0 MIX SOIL TO 18" OR DEPTH OF ROOTBALL 0 4x BALL DIAMETER PEEL BACK BURLAP; REMOVE TIES, CONTAINERS & WIRE BASKETS SCORE ROOTBALL SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL PENETRATION TO SUBBASE (+) 12" STANDARD STREET TREE DETAIL NOT TO SCALE TYPICAL ROAD SECTION NOT TO SCALE "-© DBM CONSULTING ENGINEERS, 2002 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM CONSULTING ENGINEERS AND HAS BEEN FURNISHED IN CONFIDENCE AND IS SUBJECT TO THE TERMS OF A SEPARATE SECRECY AGREEMENT BETWEEN DBM AND THE RECIPIENT. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DBM IN WRITING. RIVER PARK A Part of the Northeast 1/4 of Section 7, T21N, RSE, W.M. EXISTING 30" MAPLE (DECEASED) (PROTECT IN PLACE) o \ \ SHRUBS \ EMERGENCY OVERFLOW_-, SWALE (GRASSCRETE, ECOBL OCK, OR EQUIVALENT) \ AREA AROUND BIOSWALE__------ TO BE PLANTED WITH LAWN AND MAINTAINED Q�'S BY HOMEOWNER. c� _ AU :URN REGIOO NAL GOLF COURSE AREA TO NORTH OF BIOSWALE, AND AREAS AROUND STORM STRUCTURES TO BE MAINTAINED CONCURRENTLY WITH REGULAR BIOSWALE MAINTENANCE I \ \ Q�%o EXISTING 42" MAPLE \ \ \ (PROTECT IN PLACE) EXISTING HOUSE \ / FTI 57.21 / / CALL BEFORE YOU DIG 1 800-424-5555 F— 7 I I I I I I II I I I II I I I THE WEEKS A4 I COBBLE CREEK SE 304TH PLACE a/ I I I II I I I QARV OO VOTC / ►Z i II I NOTE 1) TO ENSURE THAT THE COMBINATION OF THE LANDSCAPING AMENITIES AND THE PROJECT'S STORM DRAINAGE FACILITIES DO NOT RESULT IN ADVERSE FUNCTIONAL OR VISUAL IMPACTS AND ARE COMPATIBLE WITH THE ADJACENT RESIDENTIAL YARD, THE DESIGN OF THE DRAINAGE AND LANDSCAPING SHALL BE COORDINATED. THE STORM DR4/1VAGE EASEMENT SHALL BE PLANTED PRIOR TO THE FINAL PLAT APPROVAL. THE AT —GRADE STORMWATER FACILITIES SHOULD BE DESIGNED TO PRECLUDE THE NEED FOR FENCING. 2) IN THE EVENT THAT DRIVEWAY LOCATIONS CHANGE FROM THOSE PROPOSED ON THE LANDSCAPE PLAN, TREE LOCATIONS SHALL BE ADJUSTED TO CONFORM WITH CITY OF AUBURN LANDSCAPING STANDARDS. 3) SEE GRADING AND TEMPOR4RY EROSION CONTROL PLANS FOR TREE PROTECTION MEASURES. 40 0 PL TOO— 0011 SEP00 — 0050 SHRO 1— 0001 GRAPHIC SCALE 20 40 80 1 inch = 40 feet 160 PROJECT REF: FAC 102-0013 THIS PLAN SHEET REFLECTS THE CITY OF AUBURN'S MINIMUM LANDSCAPING REQUIREMENTS APPROVED BY. - DATE APPROVED: 1 O—! S— O Z Z ~W o3 D 1-7 3O O ST. LIGHT NO. A CONDUIT NO. c3* ST. LIGHT JUNCTION BOX o SERVICE CABINET ❑ TRANSFORMER NOTES: REFERENCE AUBURN PUBLIC WORKS DETAIL N 0.' S T- 43, T- 45, T- 46, T- 47, T- 48 NOTICE THIS DRAWING IS FOR REFERENCE ONLY. CHECK FOR LATEST REVISION PRIOR TO ORDERING 0 Luriinaire Scale 1:10 Specifications FINISH: GREEN S8478- LUM 14AIRE SP#84781 P'CILE POLE, le SHAFT: 4' DIA. FLAT FLUTE .188E-267' WALL THICKNESS 6005-T5 ALUMINUM: ALLOY BASE DETAIL: REFERENCE TEMPLATE R TM700905 ACCESS DOOR: LOCATED ON SIDE OF BASE "C DBM C(MSULTING ENGINEERS, 2002 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO ON CONSULTING ENGINEERS AND HAS BEEN FURNISHED IN CONFIDENCE AND IS SUBJECT TO THE TERMS OF A SEPARATE SECRECY AGREEMENT BETWEEN DBM AND THE RECIPIENT. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO MAY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DBM IN WRITING. CONFIDENTIAL: This drawing is confidential PRODUCT APPROVALS and proprietary to the HADCO Division of SALES Genlyte Thomas Group LLC (HADCO), and May not be reproduced without the express wri teeNG consent of HADCO. Any use hereof or of a of the information or detail herein shall be for the sole benefit of HADC�!) c M HADCQ CUST. Pod & Reflector p iOni FASTENERS, (SPECIFY) a) HEX x (2) ALLEN — [SOCICETi (D) ME"—(R) INBUC WATTAGE OPTIONS, (SPECIFY) (SPECIFY) (G) Mt1 L x x 7(!�l MH 10eW HPS X 100W MH 150V HIPS 15OW MH 200W HPS PNIII CWT11111L, (Myry) GLOKs (SPECIFY) (V WTIM EYE 'Mot) NEIMPTACLE (R53) POLYACRYL TYPE V — ACRYLIC TYPE V X 175W MH 250V HPS 20OW MH 165W R (R33) P1 iLYAML TYPE III — (R34) ACRYLIC TYPE III — 250W MH 150W R 7OW HIPS 100W R INISIM (SPECIFY ilE 85V R (A) (LACK X REFLECTOR, (SPECIFY) 55W R WHITE (M BRUNZE — U GREEN) — _ (D) SM REFLECTOR X (F) SM REFLECTOR W/H.S.S. — (G) FULL TOP W/H.S.S. — VOLTAGE OPTIONS (SPECIFY) �) 120V X CFI) 277V (H) H.S.S. — (F) 208V 00 347V (T) FULL TOP — (G) 240V » REVISit: 100 Craftny P.11. Box 128 DDGDE� o Littlestown, PennsylWi* 17340-0128 Phone 717-359-7131 Fax 717-359-9515 www.hadcolighting.con .X River Park SCALE, DATE: MAWp By, MAWNNVElb 1120 08121102 TAG S84 78A REP-. WE 0: The Hy -Light Gros RIVER PARK A Part of the Northeast 1/4 of Section 7, T21N, RSE, W.M. CALL BEFORE YOU DIG 1 800-424-5555 I \ ` �i I 8 I �'' I I �► I 4 I 3 I I F_ I I THE GREEKS 10 I T I I I I I I A 2 I 3 2 \ O O A I I \ \ 440 \ \ \ \ ♦ • - -- - - - ►�' 771 PLACE \ \ \ O • o \� \12/ 1 1 \ � 5/8' X 17' GAL. 'L' BOLT 20' DIA. CLASS 3000 CONCRETE BASE � � 9 POLE SCHEDULE POLE # STA. OFFSET CIRCUIT HEIGHT WATT. 1 5+10 22' RT A 12' 100 2 6+27 40' LT A 12' 100 3 3+89 22' LT A 12' 100 4 2+66 20' LT A 12' 100 5 2+99 77' RT A 12' 100 WIRE SCHEDULE CONDUIT SIZE ILLUM POWER GROUND # #8 #2 #8 1 2" SCH 40 2 1 2 2" SCH 80 2 1 3 2" SCH 40 2 1 4 2" SCH 40 2 1 5 2" SCH 40 2 1 6 2" SCH 40 2 1 7 2" SCH 40 3 GRAPHIC SCALE 40 0 20 40 80 RECORD DRAWING CERTIFICATION THESE DR WINGS CONFORM TO THE CONT 'S CONSTRUCTION REC R B DATE CONFIRMED BY CITY. --DATE I inch = 40 feast 160 PROJECT REF: FAC 2-0013 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: jDmAnn�n==_ DATE APPROVED: W m W ©all ,a w o 00 o�'a