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NE 1/4 SEC. 31, T. 21N., R. 5 E., W.M. V`JAS-CON5Tl2�Jc-TED ITHtN THE PARAMETE2S LISTED BC-LOW, THESEA2E REVISIONS m ° 9 i i t To THE APPRoVED PLANS FOR ccNS1FRUC_'n0NJ AND REFLECT Ex(ST)NC_ 51eLt:> CONDITIONS AS of oCToE62, 19to(o. THEHc>prLCNTALPoSlTION OFMANHoLES, CATCH BASINS, SIDE SERVILE STUB MARKER'S ANp FIRE HYDRANTS OtT-H 111M THE PROPOSED RIGHT-OF -WAY WI-tICH VAR-y MORE TH AN Flv EET FRDH DESIGN LOCATION $ASED ON AvISUAI_ z VERIFICATION of FEATURES O6SrcRv/48LJr FROM THE SuRFi4c.E, O W HAVE- BEEN REVISEDoN THESE PLANS. THEAS- CONSTRUCTEDTOPAND > "< d d 3AKE AN INVERT ELEVATIONS WERE 'DERIVED 3Y FtEtD vEtZTICAL PROFILE A z z > c III TIEDTo THE PROJECT BENCHMRK H T A AS SOWN ONH E APPROVED PLAN w c c 5 0 SET THE REVISED SLOPE-5 5TRu< 3ETiN`4eIJ STRUCTURES ARE CALCULATED SITE 3 c ° ` $ASED ON THE AS-CoNSTR��TED INVEi�t'EL.EvATIONs AND MAGI OR MAY ,sr..Ewuc s t, 6' b NOT REFLE LT THE AcnAl- SLOPE OF-THE- INSTAL.LFD PipE . TRIAD gsSOClATES pae DOES NOT C_E(ZT'lFV THE Arr-RACY of THE INFORMATION Su PPUED BY THE " LEGEND CONTRACTOR, EVEN jr- Suc-H WFORMATION US tNCoRPORATED W THESE Y CI7Y OF AUBURN ox a PLANS. I�O _ P• L) -- BOUNDARY ■ CATCH BASIN, TYPE H0"0 � 0 zz Q®�a IS'nwuur s< RIGHT-OF-WAY CATCH BASIN, TYPE II vx a EXTRUDED CURB I. SEWER MANMANHOLE - a" (SITE o r - GUTTER, FLOW, & CURB LINE e CLEANOUT • _ - C It z z i -- CENTER LINE 0--- SINGLE WATER METER W/ 2" SERVICE °° — EASEMENT A FIRE HYDRANT __ _ _ Yea use • a � - - - - - - - - BUILDING SETBACK LINE BSBL BLOW OFF r msm ( ) � CITY OF PACIFIC ` s .. . .— SWALE OR DITCH N GATE VALVE - --- DAYLIGHT _- D YLIGHT LINE � TEELIMI w w _ zw _ w C E NC _. 0 I'll TER CHECK OF EDAM G ) REPRAP I 1 I I I •wa cw„.r —■�- FILTER FENCE �✓ CURB RAMP -. ji .Isx¢ crown s,� w u, Q NO CLEARING TO OUTSIDE OF ARC CONCRETE BLOCKING - Ono m D TEMPORARY STAND PIPE SS - - EX. SEWER MAIN - v •x "' EX. SEWER SERVICE I � ` �P � -� — ----f-TEMPORARY INTERCEPTOR SWALE o '- I� -� �� � °c m >. .- � -��TEMPORARY CULVERT W EX. WATER MAIN / , :•' I - VICINITY MAP STORM DRAIN PIPE -" -------- EX. LOT LINE 2 \\ . - NOT TO SCALE tc vl E 0 - - - - - - - - -STORM SERVICE (ADS N-12) EX. VERTICAL CURB & GUTTER It-t _ o o ._ OWNER / DEVELOPER d � w a SEWER MAIN SD EX. STORM DRAIN PIPE O O c SEWER SERVICE O EX. SEWER MANHOLE 11 HENDERSON DEVELOPMENT, INC. -WATER MAIN ❑ EX. CATCH BASIN, TYPE 1 3 EL. 234,56 FINISH GRADE ELEVATION O EX. CATCH BASIN, TYPE II P.O. BOX 3866 1 60 m SCALE " = ' I 2223 112TH AVENUE NE 250 FINISH GRADE CONTOUR r- EX. FIRE HYDRANT / BELLEVUE, WASHINGTON 98009 o - ------ 10' CONTOURS (EXISTING) M EX. GATE VALVE a,, I TEL: (206) 453-0496 2' CONTOURS (EXISTING) LS 27 LIGHT STANDARD KEY MAP I FAX: (206) 646-5907 �. CONCRETE RETAINING WALL n 0 0 m KEYSTONE WALL CDC= ROCKERY -TT I-l- SIDEWALK RAMP ® 12: 1 "° ,• • r- -. . r. - GEOTECHNICAL ENGINEER . ', . = i •• - --- ASSOCIATED EARTH SCIENCES, INC. o v 911 5TH AVENUE, SUITE 100 "GEOWEB" SURFACING SITE AREA _ 7.19 ACRES < Q KIRKLAND, WASHINGTON 98033 r SIDEWALK ( TOTAL PARKING STALLS 189 INCLUDING R.V.) I 6 (206) 827-7701 v ( Q Oa PROJECT No. H94014A DATED JAN. 27, 1994 v 0 rc " W ENGINEERS LEGAL DESCRIPTION ' III w / , 1 Z A PORTION OF THE SOUTHWEST QUARTER OF THE NORTHEAST 6 a LU QUARTER OF SECTION 31, TOWNSHIP 21 NORTH, RANGE 5 EAST, -- WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON. MOI-O HARMLESS �_P -- Z ' BENCHMARK AND DATUM 0 Henderson Hornet Inc., a Waeh6t3tr,u Corporation (horcaRer Handeroan) hereby agroas to hold Tito City of I t 3 0 - i'(� Z DATUM: Z Album hamlcss iron, any cost, cluLu, expense, or liability, inclodmg rsesonebo wiorney's face. arising our of TP' - CITY OF AUBURN = ilia conNuctiat, ullnuGon, improvement, muinlcnmnaa of operation of Ill pipelines, Catch basins, and other °"- ' . Z U) facilities which are part of the privuw storm water drnlstago system to be IocuLod on the real property legally QO LU I tQ described as Lot I of Tbc Cily or Aubuiu Shon Net No 19620 rccendcd under King County Reoorder's filer QO -- Y CITY BM 31-L Number 9405170575 mid locraM Ili din Nonhwrst 1/4 of Suction 31, Tea'nehip 21 North, Ranges III W.M. in BRASS SURFACE MONUMENT AT THE CENTERLINE OF MILL POND W KI Count Waelnn len. Iivdor.on uncnds w devel said rrd era ,art and eon \Q'. DRIVE AT THE FIRST STREET TO THE WEST OF MILL POND DRIVE Z y • .g e a stun to a prop criy Owncn Assodatiov Said Aesoe tionewilllo n and ti uisunhn •• 0 ELEVATION = 212.86 private Stull we4r dia,retie y --.. - Q ibd entire private storm drahtage system lucatcd uu die abate dereribed LAIC 1. After this eons'eyonee Mordorson Q• will no longer have any liability under IN, covcnent. Thus reveuun shell ron wilt Cho and and bind the �� f Association, or Its suecussms :mod ausigns wbo own die canonon area Crossed by the private ,tom, drainage „. ,�� ,..... . �� EARTHWORK QUANTITIES >- sycenn, This bold hvutle s will not apply io the storm drainage pipeline and feinted facllidii, whidt flews Lan �r/�<� 2 � Knuxdy Accnue to the evlmn edge of Lot 1,since this fix will be owr l and maintained by the City of Auburn. CUT: 17,000 C.Y. ^ FILL: 27,000 C.Y. J However des hold harn,lua agtccmnil will also spyly to the approximately 70 $c[rsCswrm Jruiuugs pipeline and ~OH - , ' 1 ,� � a rock Iioed sump which pill be located oil All cnsoncnt to be recordod over ilu adjacent pm'cel owned by the City' O O J / IMPORT: 10,000 C.Y. j of Aubur�wliioh is coin nouly h iio ii as Mill Pond Park. j2 W r+6NuelcsoNrron1teslxc. DRAWING INDEX Q 13 } 1 COVER SHEET h'aneger Land Acquisition & Q ! ' 2 ROAD AND UTILITIES DETAILS AND NOTES � D.:velopment S` \� , ;'' 3 GRADING AND STORM DRAINAGE PLAN z J Z CITY B.M. 31-L STATE of WASHINOTON S� / 4-6 ROAD AND STORM DRAIN PROFILES Q ss. Y ; z 7-10 GRADING SECTIONS Crcoanty or Kutg NOT \ � 11 T.E.S.C. DETAILS AND NOTES C3 00� EN CRY PENDWG alCOlFlCA RON � ' 12 TEMP. EROSION/SEDIMENTATION CONTROL PLAN l cavity Clint llutov or have satisfsetory evidence tlet the ix•real(s) uppcar'ug Lcrmte me and making tide REVIEW AND APPROVAL FR0, 13 SANITARY SEWER AND WATER PLAN Q ocL:no+vl dgntem is(are)thc ptrsun(s) whux;lruc signntufe(a)nppenr(s) on dtis dncumrnt. ME p1Y. \ OPEN SPACE Ll_ 14 SANITARY SEWER AND WATER PROFILES On this /7 tiny of 0 nL--/---�> ,o" `/ , befwo me yersunally apynmd �-- -� \ _ - / O tomek„ow„tebed,e �-�---�-. ,�---�' rem- _ — `o oo A — % / 15 ALIGNMENT PLAN o S-1 STRUCTURAL PLANS FOR ALLAN BLOCK WALL the feeapa,oionthasctanddedofsaid aodroarloaftmunmes and parustni L7lyc,l eeeni mrl rmunl to lr _ $-2 STRUCTURAL DETAILS FOR CONCRETE the free and valumnry acl and deed of said wrperntlon fir the uses and purposes Iherav mcmiuugl, slid on oath V stated that /, was nitilorliul to exec'ite said Ini trumeni,mid d,ut the sul afilacd (if uny) is the eorpomt° ° — �` a•°°� a YP ° RETAINING WALL seal of said corporation ssusnrrs"V,, oao •P s0 1N WITNESS NVt+�. s•N y$. .,. °� o: ..oPpye�° a,°° ° ° Ir��°f1S�•.q a _ t1b. N po sal nay hand and affixed uryoLTicial seal the day end year oms= : - n��r �;oB((y.�,' '•pep •8° w°°� •moe •o rusa abe•,a writron. • ; Q d� iy = `sw°.r- coca -.v- ..•. .b °°' ° ° °o. o dro o-: o Rio OTAR�� ma 's eo =� 4 w.Q- n 1 U. -,���••. � aN eQ ca�.o ooe'Q dgo am%oo'o �tido a: P op,�, U a= 9 OU89`SN `�i cARYP PUBLIC Ina8-- /- 9 f C ! t /J s o •`° - T �.'7o -+a . e fJtF c ' TAMP N(lr VAI_II.I 0 4 w W z 0 00 ue. 1 N� ARY PVBLIC m and for the Stutc of Waslungta,, oo• rd A �"o ' Nrll lk ER - R Ilsidmg at WA P FAC N0. 0011 -94 THESE PLANS ARE APPROVED I Oil a LU rr" o FOR CONFORMANCE WITH THE o o o a CITY OF AUBURN ENGINEERING •'' _ 5 DIVISION'S REQUIREMENTS - SHEET SEE ABOVE , L.6FTl' Folt D15C.LAIMER DATE 10�26�ia{ 1 GF 15 HENDERSON DEVELOPMENT THESEPL.ANSA2EAS- bUILTAN0THEINFOII ION5HOWN APPROVED: �o-- o�� ACCUIILY REFLECTS EXISTIN6 FIELD C•Oi"1D1T1oN5ASOF JOB NUMBER sP THIS DATE : SePTEI'd51I 199(a. ' 93-209 $ NE 1/4 SEC 31, T. 21 N., R. 5 E., W.M. GENERAL PLAN NOTES WATER PLAN NOTES > 3 m 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF I. WATER LINES SHALL BE LAID TO THE GRADES AND ELEVATIONS SHOWN AUBURN'S REQUIREMENTS AND SPECIFICATIONS. ON THE DRAWNGS AND SHALL NOT BE CHANGED WTHOUT CITY 2' S' 76' i 2. STANDARD SPECIFICATIONS SHALL BE 1994 APWA AS MO0/FIf0 BY APPROVAL. 10 THE C/TY OF AUBURN, INCLUDING AUBURNS STANDARD DETAILS, 2. LOCA ION OR WATER SERVICES SHALL ONLY BE CHANGED AS REQUIRED 0.5' SPECIFICARONS AND REQUIREMENTS. DURING CONSTRUCTION UPON AUTHORIZATION OF THE CITY. 0 CONTRACTOR SHALL N077FY THE ENGINEER WHEN EXACT LOCATIONS 0.5' ry' � 12' ACCESS ROAD J. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER C CONCRETE GUTTER 5�\\ �� SPECIFICATIONS AND DETAILS SHALL BE ON THE SITE DURING ARE DETERMINED. j 6 E0 MATCH SLOPE P+� CONSTRUCTION. J. CONTRACTOR SHALL OBTAIN ALL NECESSARY WATER SERVICE w OF PAVEMENT (rYP.) 1V 4' 4' 4' TYPE A' CEMENT CONCRETE 28 /�� CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO VERTICAL CURB AND GUTTER 4. A PRECONSTRUCTICN MEERNG SHALL BE REQUIRED PRIOR TO ANY ON- CONSTRUCTION. p B It PER S70 DNG. STCG-7 6.OR 97E WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. W 4. ALL VALVE BOXES IN PUBLIC RIGHTS-OF-WAY OR EASEMENTS SHALL p n CA STORM SEWE5. PRIOR TO STAR77NO CONSTRUCTION, THE CONTRACTOR SHALL CALL BE ADJUSTED l0 FINAL GRADE AFTER FINAL PAVING /S COMPLETE /N � 4 CEMENT ONE-CALL (I-800-174-5555) FOR VTILIlY LOCK IONS (WATER, ACCORDANCE WTH THE CITY OF AUBURNS STANDARD DETAIL NO. SANITARY Sf o W s w s " SiFG-I. W£R, RGAS, POWER, TELEPHONE AND Io IV CONCRETE WALK TELEVISION) w PER STD. DWG STSW-1 2.5' 5. BACKFLOW DEVICES REQUIRED W rH FIRE PROTECTION AND ~ 11 r u a J% (SEE PLANS FOR 6. DURING CONSTRUCTION, CONTRACTOR SHALL BE REQUIRED TO CONTROL a % T 7 PAVEMENT SECTION FROM GUTTER LINE TO IRR/CATQV SYSTEMS AND TO BE INSTALLED PER CITY OF AUBURN n d SIDEWALK LOCATIONS) OR-SITE STORM WATER RUNOFF BY USING TEMPORARY OR PERMANENT STA 0�67CONCRETE SHALL M 6" THICK CEMENT DETAILS. - CONCRETE W SEAMPED PATTERN AS EXTRA THICKNESS DRAINAGE EROSION/SIG TATON CONTROL PROCEDURES. �_ cl QQ44aaa / IN CITY R.O.W. ONLY '``����`���� ��� S��h' 6. THE FIRE SPRINKLER SYSTEM SHALL BE IN ACCORDANCE WTN THE CITY -I iv Z APPROVED BY THE CITY OF AUBURN. ``y�� \; >j' �jJy��jrj /v� rw pr�yr�- a INSTALL 6"x6" - W2.9xW2.9 WELDED 'TILE `7:YlYS. �Ya�i�l Z LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE IT SHALL OF AUBURN STANDARD DETAIL WAFS-I. A DETAILED PLAN SHALL BE > Q WIRE REINFORCEMENT THROUGHOUT 2" MIN. COMPT DEPTH CLASS B" ASPHALT CONCRETE BE THE CONTRACTOR'S RESPONSIBILITY TO DEIERM/NE THE TRUE SUBMITTED TO THE FIRE MARSHALL FOR APPROVAL. r p �y PAVEMENT J 0, ELEVATOR' AND LOCATIONS OF HIDDEN UTILITIES. ALL VISIBLE p .� 2" MIN. COMPT DEPTH 5/8" MINUS CRUSHED SURFACING TOP COURSE ITEMS SHALL BE THE ENGINEER'S RESPONSIBILITY. 7. PIPE FOR WATER MAINS SHALL BE DUC77L£ IRON MEETNG ANSI z 0 a` COMPACT TO AT LEAST t0 SPECIFICATIONS A-21.51 OF LATEST REVISIONS AND SHALL BE a a p y✓ 3" MIN. COMPT. DEPTH 1-1/4' MINUS CRUSHED SURFACING BASE COURSE 957 OF ASTM: 0 1557 FIXED BOLLARD S. ALL DOANSPOUTS SHALL BE DIRECTED INTO THE STORM DRAINAGE THICKNESS CUSS 52. PIPE SHALL BE CEMENT-LINED, IN ENTRY ROAD SECTION OR 4' GRAVEL BORROW PER W500T/APWA 9-03.14 SYS� ACCORDANCE WTH ANSI 5PECIFICA77ON A-21-4 OF LATEST < REVISION. N Z p o NOT TO SCALE GRAVEL BASE (CLASS "B) MAY BE REQUIRED PENDING SOIL CONDITIONS 9. ALL CONNECTIONS OF SOR J5 PVC PIPE TO MANHOLES SHALL BE MADE U REMOVABLE BOLLARD FIXED BOLLARD BY USING A.C. OR GPK MANHOLE ADAPTORS OR APPROVED EQUAL. 8. ALL WATER MAINS SHALL HAVE MINIMUM COVER OR 42 INCHES. K N 10. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12 FEET 6 INCHES 9. ALL VALVES FOR WATERLINES SHALL BE RESILIENT WEDGE DATE w N pR 9" BOLLARD BARRIER DETAIL FOR SOR 35 PIPE VALVES, Z CEMENT CONCRE7E NOT TO SCALE 11. BEDDING FOR PVC PIPE SHALL BE 5/8-INCH MINUS CRUSHED ROCK 10. JOINTS. EXCEPT *HERE OTHERWSE REQUIRED OR SHOWN ON THE w = y ( ) DRAWNGS, SHALL BE EITHER MECHANICAL BOLTED TYPE OR PUSH-ON EXTRUDED CURB 1" 7 I• FOUR INCHES (4') MINIMUM UNDER TO SIX INCHES 6' MINIMUM c OVER PIPE, PER THE CITY OF AUBURN STANDARD DETAIL NO, DEPT- RUBBER RING GASKET TYPE, CONFORMING TO AMERICAN NATIONAL y In a BOND WTH J. STANDARD A-21,11, c c I EPDXY CEMENT- E rn 'c a M c o 12 BEDDING FOR CONCRETE AND DUCTILE IRON PIPE SHALL BE 5/8-INCH PIPE FITTINGS: PIPE FITTINGS SHALL BE DUCTILE IRON AND o MINUS CRUSHED ROCX, SIX INCHES (6) MINIMUM UNDER TO SIX SHALL HAVE THE SAME KIND OF COA TING, LINING, AND STRENGTH AS c y y a m INCHES (6) MINIMUM OVER THE PIPE AS PER THE CITY OF AUBURN THE PIPE TO WHICH CONNECTED AND SHALL CONFORM TO ANSI > a� STANDARD DETAIL NO. GFPT-2. SPECIFICATION A-21.10 AND A-21.22 OF THE LATEST REVISION c' c E `O ." MOM 1511„Y����G2%IMOIW' IJ ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE CLASS I1. HYDROSTATIC TESTS OF THE NEW PIPE LINE SHALL BE MADE IN 'A' BANK RUN GRAVEL, MODIFIED BY THE CIrY OF AUBURN. ACCORDANCE WTH THE "PROCEDURE FOR WA 7ER-PRESSURE TESTING ` .5 c c > 2" MIN. COMPT. DEPTH CLASS B" ASPHALT CONCRETE WATER LINES' AND THE LATEST PROVISIONS O° AWWA C-600, EXCEPT U w v 14. REFER TO AUBURN STANDARD TRENCH EXCAVATION AND BACKFILL AS MODIFIED HEREIN. ALL EQUIPMENT NECESSARY TO MAKE THE m DETAILS NOS GEPT-1, GEPT-7 AND GEPT-J FOR CONSTRUCTION TEST SHALL BE FURNISHED BY THE CONTRACTOR. AND 7Nf 2" MIN. COMPT. DEPTH 5/8' MINUS CRUSHED SURFACING TOP COURSE PROCEDURES. COMPACT TO AT LEAST I" CHAMFER (TYP) CONTRACTOR SHALL CONDUCT ALL TESTS UNDER THE SUPERVISION OF N J" MIN. COMPT DEPTH 1-1/4- MINUS CRUSHED SURFACING BASE COURSE 95Z OF ASTM: D 7557 5- THE ENGINEER. PRESSURE TESTS SHALL BE MADE ON ALL PIPING OR 4" GRAVEL BORROW PER W500T/APWA 9-0J.14 15. PIPE TRENCH BACKFILL MATERIAL WTHIN THE IMPROVED RttiRT-OF- AND APPURTENANCES INSTALLED UNDER THIS CONTRACT, INCLUDING 7- 1" ROUT (TYP) WAY SHALL BE 5/8 INCH MINUS CRUSHED ROCK WHEN CONNECTION IS ALL CONNECTIONS TO EXISTING MAINS A T A MINIMUM TEST PRESSURE o GRAVEL BASE (CLASS "8) MAY BE REQUIRED PENDING SOIL CONDITIONS J L 1^ I" PAIN FED WMIT£ MARINE ENAMEL PERPENDICULAR TO THE CITY SIREEL OF 200 PSI. WTH REFLECTIVE GRANULES 16. EXIS77NG PAVEMENT SURFACES SHALL BE SAACUT FULL DEPTH WTH 12. DISINFECTION OF THE NEW WATER SYSTEM SHALL BE REQUIRED PRIOR v EXTRUDED CURB - PAVEMENT SECTION STRAIGHT, UNIFORM EDGES 11 INCHES (12) OUT FROM THE EDGE OF TO CCNNECTIOV TO THE EX/SING WATER LINE AND SHALL BE /N 4 4 SLOPE FINISH GRADE TO DRAIN EXCAVATION. ALL JONTS BETWEEN THE NEW AND OR/ONAL ACCORDANCE WTH THE LATEST PROVISIONS OF A WWA C-60/. m NOT TO SCALE AWAY FROM BOLLARD PAVEMENT SHALL BE PAINTED WTH ASPHALT EMULSION (CSS-1). IJ. CONTRACTOR TO INSTALL CORPORATE STOPS, WATER SERVICES, METER a 16" WOE CONCRETE BANG 3 0 om o I7. STREET CURBS SHALL BE PAINTED WITH FORMULA WA-TI (YELLOW) SETTERS AND ANGLE STOPS LINES AND DETAILS DEVICES, ETC. FIVE fl FEET FROM EACH SIDE OF ALL DRIVEWAYS AND IS FEET EACH SHALL BE PER CITY OR AUBURN STANDARDRD DETAILIL S. (\��9 7'' .. SIDE OF ALL FIRE HYDRANTS (2) ,#4 REBAR, CONL U. ALL SERVICES SHALL BE 2' GALVANIZED SCHEDULE 40 STEEL PIPE W/ _ la ALL REQUIRED LANDSCAPING SHALL CONFORM WTH CITY OF AUBURN 2' METERS FOR BUILDINGS I THROUGH 5 AND 1-1/4' GALVANIZED 7 ZONING ORDINANCE, SECTION NO. 18.50. SCHEDULE 40 STEEL PIPE W/ C METERS FOR BUILDINGS 6 THROUGH lJ. 1 545. TIMBER THE CITY OF AUBURN TO INSTALL WATER METERS /N APPROVED 19. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS METER SETTER. 6" AS SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CITYS STANDARD DETAIL (NO. TRSP-I). 15. FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO CITY OF AUBURN ' '-1 " PA 4' i��/ 2' ,w�v, STANDARD DETAIL (NO WAFH-I). - 4�.\Ti 1 20. POKER, CABLE AND TELEPHONE LINES SHALL BE /N A TRENCH WTN A I' - EXTRUDED CURB EXTRUDED CURB WHERE EXTRUDED CURB REQUIRED IN yam;���, - i G. MINIMUM HORIZONTAL SfPARA TON FROM OTHER UTL/TIES (SEWER, 16. CONTRACTOR SHALL OBTAIN ANY NECESSARY WA/ER METER PERMITS I oil ER DETAIL SHORN ON PLANS AREAS WITHOUT SIDEWALK } !T/ e c o 0 0 �, BASE COURSE WATER, STORM) OF FIVE FEET (5). FROM THE CIrY Oo AUBURN PR/OR i0 CONSTRUCTION. II/ " � x�I� ��ICOMPACT SUBGRAOE 21. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC �uM ��-��j� � . . .. -. , FACILITIES SHALL BE DONE UNDER TIE DIRECTION OF A WASHINGTON STORM DRAINAGE NOTES �i L� LICENSED SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL II 22 2R V8MAX � ONL ENGINEER. I. STORK LINES SHALL BE LAID TO THE GRADES AND ELEVA TONS SHORN ON THE DRAWNGS AND SHALL NOT BE CHANCED WTHQUT CITY Z TYPICAL FIXED BOLLARD DETAIL 22. DURING CONSTRUCTION, THE PUBLIC STREETS ADJACENT TO THIS APPROVAL. PRO.ECi SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS O 4" NOT TO SCALE RESULTING FROM ON-SITE CONSTRUCTION, AS DIRECTED BY THE CEMENT C/rY 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY STORM LINE CONNECTION CONCRETE WALK PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. PER STD. DWG SrSW-I (n \YV} ?3. CERTIFIED TA AS-BOIL? THE ARE REQUIRED PRIOR TO PROJECT J. ALL MANHOLES AND CATCH BASINS IN PUBLIC RIGHTS-OF-WAY AND Z _ ACCEPTANCE. REFER TO iNf CITYS "CERTIFIED AS-BUILT EASEMENTS SHALL BE ADJUSTED fl GRADE AFTER FINAL w = 2" MIN. COMPL DEPTH CLASS "B" ASPHALT CONCRETE REQUIREMENTS". PAVING /5 COMPLETE, /NACCORDANCE WTH WIN THE CITY OF AUBURN'S 2" MIN. COMPT. DEPTH 5/8" MINUS CRUSHED SURFACING TOP COURSE 24. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM STANDARD DETAIL NO. STFG-1. O COMPACT TO AT LEAST ADJUSTMENT WTH BRICK OF RIMS AND CASINGS SHALL BE 14 4. ALL STORM DRAIN PIPE MAY BE CONSTRUCTED OF ONE OR THE Z Q 959 OF ASTM D 1557 J" MIN. COMPT. DEPTH l-1/4" MINUS CRUSHED SURFACING BASE COURSE INCHES (14') WTHQUT ADDING NEW SECTIONS FOLLOWNG MATERIALS UNLESS OTHERWSE SPECIFIED IN THE PLANS 3 OR 4" GRAVEL BORROW PER WSDOr/APWA 9-03.N ALL PIPE JOINTS MUST HAVE WA TER77CHT GASKETS AND MUST BE OFALL MANHOLES Q GRAVEL BASE (CLASS "B" OR ACCEPTABLE AL7ERNAI?w) MAY BE ?5 EASEMENTS SHALLOBEAADJUSTED AFTER ASPHALIPAVI TCH BASINS IN PUIC G, AND THE SAME MA IER/AL AS THE PIPE Z REQUIRED PENDING SOIL CONDITIONS i'• CONFORM TO THE CITYS STANDARD ADJUSTMENT DETAIL (NO. STFG- A. SMOOTH INTERIOR-WALLED CORRUGATED HIGH-DENSITY Q Q POLYETHYLENE PIPE (CPEP) SHALL BE /N ACCORDANCE WrH I- CHAMFER (TYP) AASHTO M294 AS SUPPLIED BY ADVANCED DRAINAGE SYSTEMS 26. A CEOW04NICAL ENGINEER SHALL BE PRESENT AT THE SITE TO DESIGNATED N-12 OR EQUAL. PIPE SHALL HAW A MINIMUM TYPICAL ROAD AND PARKING SECTION 1" RDQTrTYP) PROVIDE MONITORING DURING THE CONSTRUCTION PROCESS. COVER OF 12 INCHES. J 5 � NOT TO SCALE 1" 27 A COPY OF THE LATEST APPROVED GE07EC'HNICAL REPORT FOR B. PVC PIPE SHALL BE SOR 21 OR SOR J5, WTH APPROVED Q 1' PAINTED WIVE£ MARINE ENAMEL LAKELAND SI7E J SHALL BE AT THE JOB SITE A ALL TIMES DURING RUBBER GASKET JOINTS, AND CONNECTIONS TO CATCH BASINS WTH REFLECTIVE GRANULES CONSTRUCTION AND ALL CONSTRUCTION SHALL BE /N ACCORDANCE AND MANHOLES SHALL BE BY CLI5O AC COUPLING WTH RIN M WTH THIS REPORT. TITE BY /PS TRANSITION GASKETS FOR SOR 21 PIPE AND AC G W 10 8"x 8" S4S x 4'-0" OR GPK MANHOLE ADAPTOR FOR SOR J5 PIPES Q SOR 21 PIPE SHALL BE USED WHERE PIPE COVER EXCEEDS 18 INCHES (18) 11J LLI SANITARY SEWER PLAN NOTES AND SDR J5 PIPE SHALL BE USED WHERE PIPE COVER EXCEEDS (n Q 1/2" GALVANIZED EYE BOLT WTH 1, SEWER LINES SHAG BE LAID TO ME GRADES AND ELEVATIONS SHOWN THREE FEET (J). w uj1/8" MINIMUM THICKNESS WASHER AND NUT. RECESS NUT ON ME DRAWINGS AND SHALL NOT BE CHANGED WIHOIT CITY C. CONCRETE PIPE, 12 INCHES (11) IN DIAMETER AND SMALLER, GALVANIZED STEEL OR AND PEEN BOLT THREADS APPROVAL. SHALL BE ASIM OESIGNA IOW C-14, EXTRA STRENGTH, WIN t6" MIN, ALONG ALUMINUM. INTERIOR SIDE APPROVED RUBBER GASKET JOINTS AND CONNECTIONS TO J EAST PROPERTY DIMENSIONS 1/2" GREATER Z LOCATION OF SIDE SEWERS SHALL ONLY BE CHANGED AS REQUIRED MANHOLES AND CATCH BASINS SHALL BE BY MORTAR JOINTS. THAN POST DIMENSIONS. DURING CONSTRUCTION UPON AUTHORIZATION OF CITY. CONTRACTOR SUCH CONCRETE PIPE MAY BE USED IN LIEU O`' PVC PIPE LINE 5001 MINIMUM TEST SHALL NOTIFY ENGINEER WHEN EXACT LOCA IONS ARE DETERMINED. WHERE PIPE COVERS EXCEEDS 3 FEET (J). Q Z GALVANIZED CHAIN ANCHORED IN CONRETE A CONTRACTOR SHALL OBTAIN ALL NECESSARY SIDE SEWER CONNECTION D. CONCRETE PIPE, 15 INCHES (15) IN DIAMETER AND LARGER Q � PERMITS FROM THE CI pF AUBURN PR/OR TO CONSTRUCTION. SHALL BE ASTM DC90NA17ON C-76, CLASS IV, WITH APPROVED � TY RUBBER GASKET JOINTS AND CONNECTIONS TO MANHOLES AND Z 1. UNLESS OlHERWSE APPROVED, ALL CONNECTIONS TO THE EXISTING CATCH BASINS SHALL BE BY MORTAR JOINTS. SUCH CONCRETE Q m SETER MAIN WTH NEW TEES SHALL BE DONE BY THE CITY OR PIPE MAY BE USED IN UEU OR PVC PIPE WHERE PIPE COVER o �v• ANCHOR WTH 6"x J/8" AUBURN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PIPE EXCEEDS /8 INCHES (IB). o Zz �� `� INSTALLATION, TRENCH EXCAVATION, BACKFILL AND PAVEMENT Q Q // STEEL ROD RESTORATION. ;� ^' 5. PRIOR TO OCCUPANCY, THE PERMANENT STORM DRAINAGE SYSTEM MUST Q n BE CLEANED BY PUMPING. LL '• e 5 ADJUSTED ALL TOFINAL GRADE IN PUBIC GAFTER FINALYPANNG IEASSMEN IS COMPLETTE, IN HALL BE 6. PRIOR TO ACCEPTANCE O" CONSTRUCTION AND/OR ISSUANCE OF O �� ACCORDANCE WTH CITY OF AUBURN'S STANDARD DETAIL NO. SMG-I. OCCUPANCY PERMITS. ENGINEER/SURVEYOR-CERTIFIED AS-BUILT 7"-4" QUARRY SPALLS t • ��� ORAWNGS OF ALL STORM DRAINAGE FACILITIES MUST BE PREPARED > 6. IT SHALL BE ME CONTRACTOR'S RESPONSIB/l/TY TO INSURE THAT NO AND SUBMITTED TO THE CITY OF AUBURN. L.., /� �, • , CONFLICTS OCCUR BETWEEN SANITARY SEWER LINES AND PROPOSED C)OR EXISTING STORM LINES PR/OR TO CONSTRUCTION. CONTACT 7 ALL STORM DRAINS WTHIN THE DEVELOPMENT SHALL BE STENCILED WIN J"0 MINIMUM / CLASS "C" CONCRETE ENGINEER FOR POSSIBLE CONFLICTS "DUMP NO WASTE, DRAINS TO RIVER.' oG Y Y DRAIN PIPE NO 7ES: 7. ALL SEWER PVC PIPE TO BE SOR J5 IN ACCORDANCE WTH ASTM " 1 BE I TIMBER SHALL LO BE DO GL S FIR, DENSE CONSTTED RUCTION GRAD CELLE, AND SSHALL 0-3034. WTH MINIMUM NET RETENTION OF 0.05 LBS./CU, FOOT OF THE DRY SALT THESE PLANS ARE AS-BUILT AND THE IMFORNATION SHOWN ACCURATELY o' (USE LIGHT PETROLEUM SOLVENT) REFLECTS EXISTING FIELD COMMONS AS OF THIS DATE: SEPTEMBER 1996" � R >j y 2. STEEL TUBE SHALL CONFORM TO ASTM A5J OR ASTM A5J GRADE A. ENGINEERS STAMP NOT VALID 9 d W z 6" PERFORATED PIPE �i UNLESS SIGNED AND DATED a a W J NUTS BOLTS AND WASHERS SHALL CONFORM TO ASTM A307 FAC NO. 0011-94 0 B" 4. ALL STEEL PARTS SHALL BE GALVANIZED. 'V AN L�Q� Z Z y d w 24" THESE PLANS ARE APPROVED Y FOR CONFORMANCE WITH THE o a CITY OF AUBURN ENGINEERING TYPICAL REMOVABLE BOLLARD DETAIL DIVISION'S REQUIREMENTS .+ CITY BENCHMARK J1-L: SHEET TYPICAL ROCKERY SECTION NOT TO SCALE DATE: O BRASS SURFACE MONUMENT AT THE CENTERLINE p� 9 2891Z OF 15 SCHEMATIC ONLY - NOT TO SCALE ZZ�� OF MILL POND DRI V£ AT THE FIRST STREET TO �7ISTEaQ'N�,� APPROVED: �J!ss. J THE WEST OF MILL PONND DRIVE. J10NAL F' ELEV. 212.86 IR-I-9G JOB NUMBER E 11-F 93-209 NE 1/4 SEC. 31, TWP. 21 N., RGE. 5 E., W.M. SEE SHEET 6 FOR AS-CONSTRUCTED m _ PLAN AND PROFILE _ -: W/TH/N THE PARAMETERS U57E0 BELOW, THESE ARE REVISIONS TO THE APPROVED PLANS FOR CONSTRUCTION AND REFLECT EXISBNG c { FIELD CONDIBONS AS OF OCTOBER 1996. THE HORIZONTAL POSITION OF MANHOLES, CATCH BASINS SIDE SERWCE STUB MARKERS AND I _ FIRE HYDRANTS WITHIN THE PROPOSED RIGHT-OF-WAY WHICH VARY O F I^ E THAN FIVE FEET FROM DESIGN LOCA77ON BASED ON A VISUAL Z N CABON OF FEATURES OBSERVABLE FROM THE SURFACE, HAVE O z oo ) ASS EEN WSED ON THESE PLANS THE AS-CONSTRUCTED TOP AND INVERT N q^ I ELEVA TI WERE DERIVED BY FIELD VER77CAL PROFILE BED TO THE SD-C > p 3 g PRO.£CT MARK AS SHOWN ON THE APPROVED PLAN SET. THE' z - R RE WSEV SLOPE E7WEFN 51RUCTURES ARE CALCULATED BASED ON THE VfN /F NFCRMA BON /S INCORPORATED /N - _ I AS CON5IRUCTEO VERT ELEVABCWS AND MAY MAY NREFLECTm rc rc rc rc _ _ THE ACTUAL SLOPE THE INSTALLED PIPE. 7RU0 ASSOCIATES DOES N N - �r NOT CERBFY THE ACC Cy OF THE /NFORMA BON SUPPLIED BY THE ._- - - dW • . W OCA 15 TA HONN tiw0_--.__ �� ACTOR. f H l 'A s s s s CLANS. N J I N N CB E' TYPE !-C 0 0 .-_'y h CO. _1E 2OZ0 00-- I, -I � _ -- __-_- - _ _- 4 N . 16 ^io CO.. Nh CONNECT ROCKERY �20'-6" ADS •I --- ���." CB 1.3 TYPE l-C - o W --_ - `�N IE 2I7 5 DRAINS ^ LOBCA/E AS NO 6+6 J, 2 ?7 LT,---_ _. I _ 1 ._-_ _ W CONNECTiROCKERYo_ O _ YARD D AIN -----.___ 1 qqELL ' w- _ NO2'0752"E "i'T-._ - CO^__. _ '_ .~O GRAINS �I - _ 1'AR0TOP 7DR�N-_ry of /t n 14 ' Fo-C r;rN � �_i� s O\ > 4 .q•i _-_\ -S= --___ - 21071770'22"E-PL T -4 E-219.B_ E ?09. .. _6 `�DRA�N _i0 ROK RORAINS-- o. 4' IE 217.6` 8' PVC OUT 5 LE n n n �A J r o 206 222 \, _ o "� �� �r• O T04 � - - O ., 274 ._ __ _ _. . __ PI4R, ., N MIR Z 224 _ 1 -TOP-2 z F y `\ _ .La NO YARD D IRAN 21.2 22J. _ FF 0Z4 20z .. 13 r 77a Q 1 20 _. C.O. FF z122 14.8 L \ / I _ r e+ B I CB 16 . \ F p 50' (rrP) TOPE QB 20 I v lE 7p6.4 G'B 1 TYPE II-C YARD ORA/N FF 2787� - "_ ' r T TYPE I-C I FF 2 T P ?73.6 �° r - -� _ C, o o /-ROCKERY ELEVATIONS AT 50• CENTERS 2 p O+BT. zz LT Q J `l TIZ1 FF _ _._t 4 .9+J8. 2 L7 11 I -� 4 K2124 27 - ��yy '2 2 ` _ v. 221.5 n m 0 FF 1945 CD. O - C � n 0Q, 218 2J � �� � ?g6 FF 00.4 -__--._.- CO.-__ iO 21 5 FF \ ASS `-\_. Sn.1 r 20 IE2D20 CO 225 I 9y � I FF I9B � I !E 199. FF 2032 100.5 �_ - I P I +28.65 C.O. S SJS �'� c �- - 211.5 o m ___ - -_ FF 1/:. 1 +4p 56 �� FT \'� '�'9 F S E rn c.o. - • - - c---- i - -- PT 8 c =hJ+Dz.J4 �• Jo 1 qw J CB 5 TYPE lI-4B" 6- \ _ w v 'P= 05 I F2 \ CB 12 TYPE I-C __ I - 0 _ _ __ _ ar F ,\ ? R -,jq v v c IE_194.5 . -"_ _ T_ s! 1 _ F r I ? / M1V d s c a .B7--_ _ 2p. a3 F ? �O STA. 0+86.57, ON o 1" ---_ _. - C.O. -- ' • m - -INT B i- T2'-6" N 1 c > v 8+26.43, 2R48 Li �- 7�791:5--� 5 r �` �\ 9 =0+00 N ADS O� INT 1 +4 . I B - �� ?J6 2 , 'r -- 1^i L' 8 W-13i.4j -i('': 1 SD p. E o 1.0X > _ • X 2 - - 70 " ��. 11 Aim '.., 140 u w N c N I --►.. �..... --.. - I .� 1E�T97.0 - _-_ - INT il+ 6.9 OS v- 'C c c > • 'I i PT 8t 11.82 /19 0+54.TYPE�C _ ` ;, a \ J• v ,� _. )'off" --_ fi dU w a ROAD A c. . .I - ..... CB 11 TYPE 11-54' T \ to IE I YARD' o 4' WDE CURB OPENING - I �I PC =7+85.92 PC +60.67 v0 CONNECT TO ? r \ a9 r e \ \ .: o . o `I\. .. '4_' PC 0+2Z6 9 9+j G .�9j 69'y FOR EMERGENCY STORM _ - - OVERFLOW ROUTE INSTALL �� ��. !lL +00 1 -- - SQL��� / _.ROOF GRAIN SO\° ol+ -a �'v rJ1 0 / , 1 ~ R� 0 ._..,.i 5 N o U 8• WDE RIPRAP SLOPE - = 1 CB 20 TYPE 1-C �F PROTECTION. _ 'y°2L YARD D AIN "-:. . _ •9 0+51.92, ONE O. ^•ISM r \ ; '" \ ` y. 5 ¢ - - TOP JB92 a _ _ .P ,. .! \ 208 6 i h, 3 4' /E I 0 t ""` 2\:A ��� • ( 7YWAEIXXCEPTRB 9o`f2 \`\ 9O , ti F`;S \ \ N 50 p90o w ,..44'4J5 5 y'�I V rr _ CONNED: TO L 9 + ��� / .n 1, twEC br.'� a c ROOF D /N .� \ ,>o I �` 4 .. y Q' ' . _. ( '4 / hh 9 n`1 5 c I Fl ° FOR GRADING SECTIONS \ ' -. _ \ o R ` _ ' � PI = IJ 882 PT bT / LL y TOP 7DRA \ �`'o (r WALK (.: h V hh `. vA ` �' S - lI' A 158 SEE SHEETS 7-I0 ` ) 19B 4o YARD DRAIN y ATYP) EXCEPT D v 1 3 's ` s YARD OB/ 18 1 IE 192.0 o EXTRUDED CURB �_� ^ ,h N h ,r/_� rJl I. 53 D ` IE ld 70P 1119.2 \ 0 ` 's CB 21 TYPE l-C\ C.O. \ .y / ti 0\'/ \ �� SAWCUT SIDEWALK O NEAREST JOINT N h IE 19Z5 'INT 1+41. 2. 0y/ 0 4" lE I8B.0 0 O6 ^ .0 1+22.59, ON 6 . O. .: I+68.18 - YAR ORA/N ' PC\-..I+62.93 �'0....� \ /, ryh S W 1, 3"S =RW 221 $ INT ¢ -221.42 N N \ 9 C.O. N pp 5 4 / UTILITY ACCE ROAD WNH h MAILBOX N.O.C.B.0 SHA -• '� IE 186.7 I£ 190.5 • _a 0 8 THICK GEOWEB OR EOUIVALENT z IN IALLED IN ACCORDANCE W - -- - O1`� g0� ^ ` I 4' if 19 0 'U / / . a • } t94o 2, CONNECT TO �Po21 ; \ y0 SURFACING A$ APPROVED B" CITY N U.S. POST OFFICE DETAILS :', 1p "+•• , 0l '. I N ' � 'o PRC = 1+80.'SS---� ry - OF AUBURN OFFICIAL. h ��li III � . AND SPECIFICATIONS SEE ° II' ARCHITECT PLANS FOR MAIL J �� '' '. • �.. `90 �� ` .:,;' - i932 '. ,�, til � ` � ,' 9 WALK FLUSH W/ \ � ryP �� CONSTRUCT ORI VEWAY PER STD. KIOSK. (TYP. BOTH PLACES) ' " r ` Gf \ /I 4 PAVEMENT AT h \ '''? CURB RAMP _ 1 INSTALL SOLLA, STA R DETAIL LT. Z IN P) - OB 0 INSTALL BO LARD$ PER Df AIL \ ADS • T z 4.85 \'' e' _- AD _. 1 / .: :_:. `. A4f �9 6 _ cl O N m� \� Y.\, \ • C.0. . 5 S�N�T2 al ; N£C TO ry,, ( ,tip P ;4 24 .� EXISTING DRIVEWAYz PE GUTTER AND WALK SAWCUT AT NEAREST OWTAL CURB, T r - -- _.._._' o I I I,, m .r lE 06. yS b Z O O O1 L 2L 92 \ F4• \ c \ O _. k; N 2l4 0 �^ MATCH EXISBNG CURB, CUTTER AND WALK AT STA. 9+74. Q 11 ADSP6' S\`087 /E 050 Ig80 / PC ' +99.07.\ \m \ I ADS �I F 1980 1 y\ ,nll p5 -� SAWCUT AT NEAREST JOINT. I a INSTALL SPLIT RAIL FENCE. I - n q, ''' ij9\6 P „ A CB 7 YPE 11-54",, o` • • _� _--- - MAILBOX 7 ^' y , I,III LS - d SEE LANDSCAPE PLANS FOR I \ I PT ; 2+ 7.B CB ,IA TYPE l-C DETAILS.00A TIGN AND FENCE - o YARD DRAIN \ IB B- 85 761 .� �A 9 12 , S IrY B,N 31-L 0+J9.6 , 7.5 R7 W 9.. 7 I �) TOP i82.'go C0 B 8 TYPE 1!- 1 18.- S B 9' \ ELEV 212,86 L_ -6" IF IB0.0 75'-6' ADS' '9>9 � T N- 0 RO y� h ENTRY ROAD TO HAVE CITY £ 1800" 4+5945. 9.3/ 8 24 qD C P APPROVED STAMPED PATTERN Q Q„ O2.00R A9J / 12' S_45 TYPE_1_20C54" FF J'p3 , N'17 /E 199. / l\ 1 TOP OF SLOPE 2s / N L AROS 20l J _� O R �'� �' S.5• J - N CONCRETE SURFACE Z ELEV 182.7 ' - .0 DEPA PROND ° AO B• �h l � �� _ CO. '- P , OPENING ' . CB 6 TYPE 11-54" t-��4J'� / T = 6+0257 / O-NOTE N3 ETASPHALT PAVED ROADS 12 Cl/RB-+�797 \ END VERTICAL CURB F. V� ,,� l 1 D l / L INSTALL WHEEL CHAIR I 6 s ADS AND PARE PERIMETER ERT ET HAVE J 57 IE I80.0 � J- \ & GUTTER O 0+67 IL PER STANDARD SCALE 1 " = 30' a N rB EITHER SIDEWALK OR EXTRUDED - - \ \ ( / p III \ �r ;\ DETAIL $75W-4 C NOTE: -_ Jj ``\` , 70•-6 ADS _ CURB, PER DETAIL.,/ - 19 (Bq TH $IDES) I�'! �s G W TIE ROOF AND FOOTING I )' ``' r 2.14 G \ O B '.3 TYPE I/-48' g y0 Q s'P a' - DRAINS ON LOW SIDE OF I - !!§§ �� \ 7 iB _ `I 1 .. .BS, IJ.7 Ll ,No /v �. ci (n BUILDING ,12 TO CATCH - ____- q1 ` 4 O / ,ENO / ' 1 ATE 15.2 LT I h �•"•� o. Ro N01E.• 16T - 0 GRADING SEC rION • _- el / GIR. iJ 7• CT , Oo. oo enslN srsrEM IN afaa ,� 0., .. _. SEC TIE 7 5� / $ C.O. fc N \ , ,V, ; yy s ENTRY PENDING MODIFICAAON uj I JO c --- � � ; s `• \,Bt®6' �` � F CB ZTYPE /I-5a' a � s ° RENEW AND APPROVAL FROM G o - so THE CITY. dJ � 25' BUILDING SETBACK .' �� �� ADS N-12 LINE FROM TOE' OF SLOPE) Z CB 22T PE l-C \� N7 G+0G=9+JO.JS l \"' V Z _ ' '` \ 6' lE 180.0 '. /B6� -_ - _ _ _ CO v N A / S __ 5/ , ,;a MILL POND DRIVE �� Z D INSTALL J i6` LENGTH$ TRENCH ` SBL 1875 c� 'D� N m u 4 0 INSTALL CL MON \ TOP 1B1.0 I � a YARD GRAIN 2' 8' SD-E 2 /,. ` i4' TOP I82.0 S'`T' \ I N REMOVE EXISTING CURB, 25 m 6" & B" IE I78.50 _ _ _ DRAINS AT GARAGE ENTRIES 14 5 CUTTER AND SIDEWALK �� O Q CB 2.3 TYPE l-C �B - 'SLOTTED GRATES r0 BE - POLY- a'.�\ o 0C , IN ENTRY 15 cc Q TOP 160.5 I - s� ALAN BLOCK (OR EOUIVALENT) �% oJ; a DRAIN DUTY OR AS APPRGVEG' �'a� T � MATCH EXISTING CURB. GUTTER 6' & 8' lE /56.50 I '90s WALL, DESIGNED BY OTHERS BY CITY OF AUBURN OFFICIAL. \ ;I v SD 'a AND WALK O STA. 8+84, LT -+-CITY BENCHMARK JI-L: -- ?. AND SUBJECT TO CITY OF TOP ELEV 20085 - _ \ -- -O o SAWCUT AT NEAREST JOINT. BRASS SURFACE MONUMENT AT THE CENTERLINF LL -- 2 i AUBURN APPROVAL j 12 WDE UBLITY ACCESS ROAD i ,0 OF MILL POND DRIVE AT THE FIRST STREET TO O 9p'-8� ADS N-12 ..Q�. o • lu.,;l rI o - / EOUTALENTCSURFACCMGB A$ft ?` -`c- q THE WEST OF Mlll POND DRIVE.I _ APPROXIMATE WALL - - l SEE SNEE7 11 FOR 0 HEiCHT 7YP. .h _ � i I LEV 21286 } - DESIGN AND SHEET ( _QO 6 FOR PROFILE / APPROVED BY CITY OF E INSTALL 22-I 2' -- _\\ - CONNECT WALL �� ! - AUBURN UFfIG TO BE PLUGGED WTH. CONCRE E S ry� � •� CO BEN IE 1575 u _ DRAINS ,N o tI( AND ABANDONED IMMEOIATLY CB 1 TYPE !I 54' _ L7 _ FOLLOWING CONSTRUCPON OF ) //'� �,P/� �I CONNECT TO EXISBNG 21" - h . , SD-D \ - MILL POND.OFTEN LION FAClL!rI' / q Z Ql CONC. STORM DRAIN STUB. - REMOVE EXCESS PIPE. ENGI ER'S STAMP NOT VALID - - FOR GRADING SECTONs.' ` �, - _ - , ;* �, - CoN R T RI WA UNLMS SIGNED AND DATED SEE SHEETS 7 7HRU 10 ): ` - - - \ ci L / PER STD. DETAIL /STOW-1 i .� ¢ AT STA. 7♦95, LT n T .. .,1 AWCUT AT NEAREST JOINT PyOFA WA aa�'/ 4 BOLLARDS PER DETAIL Sy/y ,P FAC N0. 0011 94 a � CB 24 n �� - - - �INSTALL ArK o 0 U W GRATE ,/ pp TOP 1Jr5f .,,r, ---- i I k+ ,..��'-- a1 •� ✓ r` ;;..� THESE PLANS ARE APPROVED w 00 i , Iy O 1 TgFI It f 1 '-^ FOR CONFORMANCE WITH THE , , w x a e' lE r2s 5o r25E-'.,,^ -r6 0 �eea 4� ,2'� CITY OF AUBURN ENGINEERING o o " o a sf/DNAL €dV DIVISION'S REQUIREMENTS SHEET 1 I DATE: /olu.�7'l �E><PI�� �'lvsa �^� 3 GF 15 "THESE PLANS ARE AS-BUILT AND THE INFORMATION SHOWN ACCURA4 VED: 6L APPRO L1A'r✓w.. __ REFLECTS EXISTING FIELD CONDITIONS AS OF THIS DATE: SEPTEMBER 14 JOB NUMBER T 93=2090 9 6 D 14-52 U m z 0 w 3 E d > a 0 �gNb� 5 5 5 W p F- a � - a OQ O Qw > Q 0 ] 00 as < m w N U O U O 00 @4S5 WN p Z W 230 E Uo Eo APPROXIMA IE � � _.._...__ -__ __..... _ m E F WISH GRADE it w V1 c o EXISTING \ � � + GAS 0 '5 c c > N d U o w 220 - - - - OW POINT STAV= 2203.1 LOG - - - - __ � LOW POINT ` ^ - APPR ION _ CAU 15 \ ION OF EXISTING TILITIES SHOWN IS o 0 PW LE _ 2+75 - HIGH PVT ELEV a = 3+200.70 0- - - ---- RE XIMATE AND MAY NOT BE ACCURA E a PVT ELEV - 199.70 HIGH POINT 5 A - J+J2.25 m PW STA = J+50 OR A L INCLUSIVE, IT IS THE CONTRACTORS NSIBILITY- TO FIELD I n ` -- D VERIFY LOCATION- PROPOSED WATER �` \ ti ¢ 60.00 VC -,.� -,,, \ 3 � OF U ILITIES PRIOR TO PROCEEDING WITH MAIN (TYP) \ n 50.0 ' VC CONS RUCTION. a EXIST. 36" b RCP STORM ^ \ + W PW STA = 19140 20 o 21 PW ELEV : v O h a -. -. -. ._ _ ----__. - HIGH POINT E EV - LOW POINT ELE = 192,28 �T" - I92.99 Y LOW POINT STA = 5+4J.86 Lr) PW STA = 0+50 w o * b N b MICM POINT S A = 6+J4.15 - N + o Po ELEV = PW STA - 1933 50.00 VC PW ELEV = 208.OB ? - 6+50 PW STA = 192.15 PVT ELEV'- 19J.J0 m -.__--._ ____ - / $ �• ^ W 220 _ - 25.00' VC - PVT 57A = 0+75 o ADS �,,/ \ w U n "�i 80.0 VC _ N PW ELEV = 205.58 Qo m .;3 • 66', n SO:DO' VC 2 . + 20 00' VC AD T 1?" EXISTING W - - o WW h , III z W W n b . �+ 200 '+ i o a O o a 2 iso tiro b� ro I� A'^77 GROUND m CB TYPE Il-4B"' - G"/ 7MIM hZ GB 4 YPE l-C 17'"72"AD N-l2 W h b TOP�9�1,Id��A�,Q-�Lo7.38 0 19.24R yl W W U W i �n �; Q `" �W o ry II 12" IE,'"L03.eS -__- �.._ `�/ m m W y�j 0 b W N W W 0 m N W N O - 6' IE CB J TYPE 11 48" ^ ry FINISH GRADE TOP-Pg5,54;L - ___-_.__ 1_ ._ _ _ -O ROAD-� _ .- - W EXISTING \ 8" IE-EB&68- L Z.49 � �,- � ? GROUND 2 ti 9'-8" ADS N-12 0 ` I - - -7.00R Z CA EXIS TlNC- w Z/B a i' _ - - _ lNISH GRADE OVER ....-..- /t EL�O�9 /N9 -_._____.-_ _. .. __. . _\- \\ N2.003 0 19O _ --__ ..-... ._._- _____ �OP 3•P9383 E i?- STORM GRAIN EXIST. 36'" ®. \ -oS O CB\ FINISH GRADE --.-. MAIN (SED TYP)WATR I �\\ --" '4- �-__ _.._I. r __ _ i RCP SJORMC�A TYPE I-C = � Q _B ROAD & cc a 0 .. ., O 2.J z /90'-:-r-.ter+'-ram O �659R TOP-889:89 Z/O..L 2X I"I� IytX9'- - ._O 0.505- O -_ g7.- " O O.SOR� 11p U_ ' Ce NG. 0 I r 8" lE 1BSiB- PROPOSED WA7fR� 1 D 115' 0050R _. 82 - +I f/' LONG. zY- HJfl) AIN (TYP) Z eNC. 1/'GON o•L)/. I /7% tef4).� Q n CB J. TYPE f1-48" a 1 1 Top-feS:Ga zof.7o m M I n 12" /£ ar zers7 Q 180 - _ 7 B" IE ?82 fiB- LOL19 Ir LLI 17'-I2" ADS N-12 O /9. 4% w BU.Q/BD /N 44 GfGtP/ L CB 7 TYPE 1r-54" i -_ I _ I " \ - - - - \ 2 B 6 TYPE 11-54" - - - - CB-B - TYPf7l-54 � - - - - - - - CB 2 TYPE CB 2 rYPE 1 -54" w/ sOtID LOCKING COVER - _- CB 9 TYPE lI 7 c j- �'OP'20b'OP Loo.z/ TOP i9,6+ /97.39 W/ SOLID LOCKING LOVER PROPOSED TOP f9?:25 /)L 47 W/ SOLID LOCKING COVE L W/ SOLID LOCKING COVER Z/ may /E./83-55 /B3.z0 I/`-?4-" IE� TOP 19120 SAN. SEVER t/=f4 IE i8 & /04.57 IN ei, TOP 20350 TOP 20350 96'/QJ.GG /N, N 24" IE i8a J6 6° lE-FB6-94//f.73 12" LE 199.00 6' LE POAGG /O7Lr 12" 1E rt3359/)3.L/ 12' IE BS II IZ lE 199.00 O 6' /E /F /S49f es' ff, 190 61 /E 198.007 -- _ 24' lE 182..97 1/•,c a.,,...�-f. -°fog r NORR __-- -_.,. - ---- --- - -- - - ---- ENTRY ROAD (n J I .70 L 6" IE 198.00 Qvp/60 /N LINOS/' ROAD A PROFILE FINISH GRADE E EVARON ROAD cz - 0 ROAD C (TYP,j 0 m Q o ro o 0 o m m o ,na o e N n m o 0 Q 0+00 1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 H AS-coNsraucrED .� � ! U WITHIN THE PARAMETERS LISTED BELOW, THESE ARE REVISIONS THE APPROVED PLANS FOR CONS7RUCRON AND REFLECT EXISTli cM -1..iEt.F -i AVdN II1 FIELD CONDITIONS AS OF OCTOBER 1996. THE HORIZONTAL POSITION U JLESS SIGNED AND UATEi a OF MANHOLES, CATCH BASINS SIDE SERWCE STUB MARKERS AND FIRE HYDRANTS WITHIN THE PROPOSED RIGHT-OF-WAY WHICH VARY A FAC NO. 0011 -94 LO- z MORE THAN FIVE FEET FROM DESIGN LOCATION BASED 1W A vlSlLaL +. CITY BENCHMARK JI-L: �a op IVA V7-1 _ o VERIFICATION OF FEATURES OBSERVABLE FROM THE SURFACE, HAVE BRASS SURFACE MONUMENT AT THE CENTERLINE THESE PLAN2WITHTHE ROVED o BEEN REVISED ON THESE PLAN$ THE AS-CONSTRUCTED TOP AND INVERT OF MILL POND DRAT AT THE FIRST STREET TO THE WEST OF MILL POND DRIVE. FOR CONFOR THE U W ELEVA AONS W£R£ DfRfVED BY FIELD VERTICAL PROFILE TIED TO THE ELEV 212.s6 CITY OF AUBEERING a W 0 PROJECT BENCHMARK AS SHOWN ON THE APPROVED PLAN SET THE DIVISION'S RESREVISED SLOPES BETWEEN STRUCTURES ARE CALCULATED BASED ON THE /. �AS-CONSTRUCTED INVERT ELEVA DONS AND MAY OR MAY NOT REFLECT ` SHEET THE ACTUAL :SLOPE OF THE INSTALLED PIPE TRIAD ASSOCIATES DOES �/ I DATE: �NAt NOT CER77FY THE ACCURACY OF THE INFORMATION SUPPLIED BY 7HE SCALE: 1I,= 301 HORIZ. APPROVED: .L� ,:. ,o;_sse 4 OF 5 CONTRACTOR, EVEN /F SUCH INFORMATION IS INCORPORATED IN -_ THESE PLANS. 1 = rJ VERT. "THESE PLANS ARE AS-BUILT AND THE TION ` HOWN ACCURATEL JOB NUMBER - REFLECTS EXISTING FIELD CONDITIONS AS •1-F ;I'.;, D.ATC: OCTOBER 1996" 93-209 so Y U > w I � � HIGH POINT ELEV = 2/6.5� HIGH POINT STA = 13+22.06 PW STA = 13+25 Vt Z P✓1 ELEV = 21 7.J5 . 230 O " 50.00' Vc s HIGH POINT ELEV = 210.46 > + _ HIGH POINT STA = 1+21,4J Il a a PN STA i+JO a a a - -- - - - - - - PW ELEV = 270.6J o 0 o c IPN STA 0+77 � o m p PVI ELEV - 209.50 50.00' VC p p P✓I 57A = 11+25 N PN ELEV = 205,J5 \ \\ 220 22g - N N m a b _.-. _.. 50.00' VC // oo e `vM N� '� m N e o EXISTING GROUND h � N �'� > a _.- .- - -9+00 FINISH GRADE O R AD Q I� W < Pw STA 41 PN ELEV = 199.J0 N _U 50.0 VC _- __ 1� 6 2)0 06 I - 4 o � LOW POINT E EV - 190.00 EXISTING LLJ ----- rnLki GROUND --- / / - ` FINISH LOW POINT 5 A - 7+85.27 O ROAD Q Lf --- - - --- -- -- -- !I 9 m 0 w w ELEV / c c a P N 550.00' /8950 I � � _ _ + m ___. -_.W �i _ � -_____ - --'Yr ,-,. I I I o w s,� o �•lit ro m - - ' � - �^ '1 � � � mE U __-_._ ____ . ........-h r'--__ __ -..,. • _....____ �h.OFOSED WAIE2- _ ,_ ;I - .�I�.�-y' j a U w w w < O + m w / .... __ �MA/N (TW) 200 m 0 / _ _ J Y FINISH GRADE EL VA TION m N , . = -- CB 19 TYPE-1-C ROAD-B ® ROAD f (rIP1 o J w / / �� Nro. PROPOSED - � SAN SEWER T U / / � .. � ..."'. TOP -20A20. L0J.7B m a o 0 om m _- I2" IE-Pe;r2B LSO.1L N N N rn _ FINISH GRADE OVER Q STORM GRAIN Pp5 - - 3 ao s rrPE l-c _ - - - - ---- - - -- - - 190 0+00 1+00 --- Y POS N 4 12' I +9,z.32-/17 L4 55-1 @. 6 I ♦9F.82- 117.JL x CB 1J TYPE / C O a-6sz 70P +96 FO- Vr c O40Y 12" 1E-791.20 /1407 6" IE 494-29- /9/.17 10 J ce 12 rYPE 1-c - _- �.. . ._..._ - TOP 12 / " 1E oil TYPE 11-54" 4 . 'TOP 180 - e. _. rr if /B&.&o I NOTE..- WATER CROSSES UNDER 0 LI"C4wG-24" . PROVIDE ......._. !."IN. CLEARANCE—. FINISH GRADE E EVATION ROAD A P OF/LE 0 ROAD (r w �, - � LL 3 FINISH GRADE 0 o n N o e o m e O P! E a q A al q O O O O N O N N N a N h \ ROUN C G Q GROUND 00 8+00 9+00 10+00 11+00 12+00 13+00 200 - - (w7 Z ce 3 TYPE a Q a-48' � Z TOP _ 210 - - - - 12" YBYY7le2l7 \\ ( i 8" IE£BF.60 202.4t LLl EXTRUDED 0 19,2" ADS N- 2 \ EXISTING CROON � O 19.1s% C �Lu L� _ - FINISH PAVEMENT URB_ -_ IPIEER'S STAMP NOT VALID \ -SS SIGNED AND DATEDq 0 EXISTING GROUND - - - - _ - - - - 190 - - --- FINISH 'l A' L a Fl ISH PAVFMENT J9 ®" AOS N-12 GRADE ;, v F WABBCo! Z 1.0 0' MIN x:J{,q \ 1 II'' ADS$ EXTRUDED CURB CLEAR Lcv I7!'-)2. A05 \ r z 40-12' 06 FINISH m GRADE TOP TYPE l-C /1• \\ zosl ✓ 'v`� Q 1.0' MIN. \ TOP LoJ a "40 �9 \ .e5/80 E4�� 1 0 Q CLEAR --- 7 2 ADs 6ZI 29-FelJ9zee.ijeur�ll a1/ '/z ® \\ lONat_ CN cc _.� 8' WATER _CB-19 SYPE-1-C__ 3 \ z/-�- t LL f'c TOP-sp91-r78- LOJl73 _ � ._... z 0 12" IE-2eF2aW0.7L CB 21 TYPE l C 6" /E e9F:7B- Les.85 TOP 46P69 la % 180 _ _ _ /` *1 . 17 T>PE I-.0 s- - - - - - ____-- - -- 12" IE199.6619 .at rOP g.jo C82, TYPE 1I-54 r2° lE 496,366J w/ LOOKINGco"v ER U190 . 6 /9 190 ~_ FOP 1o3so CB 16 TYPE I-C '�® L/"42 ' IE 182.9 IE � _ _. . +EX 71" C X TOP -200:32- /1L 82 C@ 18 rrPE -c 6" IE 198,00 12" !E 497J2- /17,2(s FOP 498:60. /Tess ? 6" IE 497.82 197.J L 12" IE +93r76-/4J./'7 - ce 1 TYPE a-54" n " Q CB-B-r E f1-54`_..._ - ._---_ -__-_ -. .. arr BENCHMARK Jr L I CGNNECF ro fxsrI 21' m W FAC N0. 0011-94 W/ SOLID LOCKING COVER CONCRETE PIPE. FIELD o FOP 19J. . + 170 - VERIFY EXSP INVERT-- „ 24" IF 784.J6 BRASS SURFACE MONUMENT A THE CENTERLINE THESE PLANS ARE APPROVED TOP 495.O� 194.So 12" 1E 18 .11 OF MILL POND DRIVE AT THE FIRST STREET TO FOR CONFORMANCE WITH THE Ex 21" IE +.tB-4Fi NEW 6" 1E-'06 99 /02. B 6' /E 190 00 SD-B PROF/LE THE wfsT of MILL POND DRIVE CITY OF AUBURN ENGINEERING / I� NEW If,a,;r5:�5- /7 ./5 SD-A PROF/LE c@ 7 TYPE 1I-54" ELEV 212.B6 /// aMvao uvoSt AUJw+cr W/ SOLID LOCKING COVER DIVISION'S REQUIREMENTS TOP F 183. SD-E PROFILE 12" IF 19,15D I2" IE I9J.50 rr r DATE: SHEET 6" IE 194.00 SCALE: 1 = 30 HORIZ. 1 rr= 5r VERT. APPROVED: sEE s"ErST 1 FoRD15ClAImElt OF15 "THESE PV' ARE AS-BUILT AND THE INFORMATION SHOWN ACCURATELY JOB NUMBER 0+( 1+00 0+00 1+00 REFLECTS L "NG FIELD CONDITIONS AS OF THIS DATE: OCTOBEF 11 ^' c 93-209 S^ a6 D 14SL Y U m AS-CONSTRUCTED BLDG 2 Z 0 . 4 B WITHIN THE PARAMETERS LISTED BELOW, THESE ARE REVISIONS TO 5 i w THE APPROVED PLANS FOR CONSTRUCTION AND REFLECT EXISTING FIELD CONDITIONS AS OF OCTOBER 1995. THE HORIZONTAL POSITION OF MANHOLES, CATCH BASINS, SIDE SERVICE STUB MARKERS AND FIRE HYDRANTS MTH/N THE PROPOSED RIGHT-OF-WAY WHICH VARY FF = 7,635 a o o a o MORE THAN FIVE FEET FROM DESIGN LOCATION BASED ON A VISUAL s s s s VERIFICATION OF FEATURES OBSERVABLE FROM THE SURFACE, HAVE 4 BEEN REVISED ON THESE PLANS. THE AS-CONSTRUCTED TOP AND INVERT d 1 ELEVATIONS WERE DERIVED BY FIELD VERTICAL PROFILE TIED TO THE a R a PROJECT BENCHMARK AS SHOWN ON THE APPROVED PLAN SET. THE 180 REVISED SLOPES BETWEEN STRUCTURES ARE CALCULATED BASED ON THE ,FINISH GRADE o 0 AS-CC'.NSrRLICTED INVERT ELEVATION'S AND MAY OR MAY NOT REFLECT ¢ Z > � THE ACTUAL SLOPE OF THE INSTALLED PIPE. TRIAD ASSOCIATES DOES Q NOT CERTIFY THE ACCURACY OF THE INFORMATION SUPPLIED BY THE C 0 8 0 - CONTRACTOR. EVEN IF SUCH INFORMATION IS INCORPORATED IN 7O 22 TYPE I 0 P 782.0 Z z THESE PLANS. 6"& 8" IE 178.50 -- ------"----_ .. __ 0_ Q Q = is is wN dV VyB O S u _ -. u. _ ._._-. .__-. w w 170 VI P z Z j 0z...-_.._... )` U a \ v W D N Q 2 O 17199. \ u oci rn o w \ s E c c a YR - � � 0. �'CQ M \ O 5 O a N SILT FENCE c O 9-FIi 0 � DyN E o \ SrRAW BALE o �01 ' o o c u u \ sn4c - 0 160 --- -- OR6 rNC� - U w w w 240 \ \ \ I \ \ N MIN. SLOPE °J \ � W o EXIST. CB \ \ TOP 245,81 \ GB 23 TYPE IC EX 8" IE 243.85-(E) - - --_\--- -- - - ---- - __--- - - --- ---__-- WITH SOLID LOCKING LI \ I 22-I 2' BEND a EX & NEW 8" IF 243.58 (W) \ TOP 0695 � 00 \ B`ie/s�41 6. r -. 0 \ C'A( /s4.87 7N 6 \ 3 \ 150 -c:46 /sl.st. ay.s._ __ sw c 230EXIsr. cB v x AAS TOP3 1E EX 8 24I.9J06.;0 ( ) N, \\ \ WITH 1' M1NIMULI ' lE 249J E ------ - PLUG EX 8" if 247.66 (W) va COVER (SEED FAIL, w NEW 8" /E P41.93 S �' EXIS FINC SHEET 11) w Z41.7,f ? \ GROUND - ENDSCA ;MED/� KENNED f' A VENUE ce rsA TYPE I \ 1 TOP z145.2� (MATCH \ \ e I `" - EXISIE @ FLOWLINE)C4£L9 \ \ ABANDON EXIST 8' CMP.� � \ � w PLUG BOTH ENDS WITH _ 8" 1E-24B.83 240,J, \\ 140 'CONCRETE. �` ` S5� 4 --- 12'-8" _, SAWCUT AND REPLACE EXIST-CURB, 220 - - -- - ------- T - L� GUTTER, WALK AND PAVEMENT. \\ \ 1S WALK AT NEAREST JOINT. \ \ G I Z - - ro -5 OP%-24B�69 LJ).4'J Pw� ST CGgS.21 _- _ - _ __-_ -- _ _ __ \ -. -_ __ -__. - _-NEW IE 241.93 (5) � - I CB 15A TYPE 1-c ROCKERY (4.5' MAX) \\ lLT FENCE Z 12- �- y 210 �- --- -- - - - - - rn O 8' 1E-240:83ZIO.JS \\ 130 .. -. _- ----- Lu Q REOU WTHIN EXIS h INSTALLAnON OF SYSTEM I L� 3 - a z 70' DRAINAGE EASEMENT FOR THE EX/STNC STORM DRAIN TO BE � � - -- - - - \ - - '- - PLUGGED Wi rH CONCREIF AT FROM CB 15A TO CB 15. \BOTH ENDS AND ABANDONED -I \ h SCALE l" = sD \ C@ 24 TYPE I-. _ U FIN \\ Top GRATE \ a - -_ -- - - ---_ .11.FOP=K02&.50ii fi#-_ 1 - -- - ST GROUND \ t -O-STORM-&-_---<-_-_-_ EXIS nN6--_-__ - 8" �[+28r5B•/Z4.LL \ I /LLRJ r FINIS I \ GROUND \ �A Z TOP-202.50---zt•4.lfi --�- CRA \ \ Q Co10Z0 12B 1E140&S&(O /lQ.3 �� 2001 N9`/?"AO \ 120 \ - 12" if 4BB.0& Wi );jy/-__ t -___ _ .._ _. . _ -- -_.__ .. .___..._._ _ -. T _-S - - - ---\- �- w- - CONNECT ROCKERY - -.. ----CB 14 _ = - CB i rrP I-c - 7. s - - \\ - \\� wsnNG DRAINS LOCATE AS OWN-_ ROUND Lu -_ -- D'-6" ADS _- _ _ NO2'07'52•'E �" \ \ i cc -..-- 2062:1 - 21072 --- -__ �00'2ZT'22'-f PtA-T)- -_ - -- - -------- -_-_......_---- _ __.--- roP?B2i9 L a/c 'Osry \\\ \ O CB-15-TYPE 1 /& - _ \ r - - Q 204 D ®- - - _ 12" IE i9830 O /M3/ - r \ (n 1 J 12" lE•%&B& CB 14.// - cc FF 20J.5 i � TYPE Il 48' 11 - - � y - FF 074 Fr d09.4 _ _-__ _ I --- - - 2 _ .___ 12P%i9B:0¢�).!1 e T '-EXISTING 12 f _. -_ �r _ _ � SD-C PROF LE --- o SD-D PROFILE a 13 el'-s'ADs i z- I 190 -- - � --�'7-60- CB 13 TIP£ I-C PVC CULVERTO Q EX. l TAKE 04 TO, ;91 - M..LL IF 111.50 _ LL A6 _ C.O. /2"' /E a9+-2& /9/.e7 F ENGINEER'S STAMP NOT VALI UNLESS SIGNED AND DATED w j a q SD-(' PLAN FAC NO. 0011-94 00 z FAw s �- '" + CITY BENCHMARK 31-L: '�' yVF" ? E BRASS SURFACE MoNuMENr AT THE CENTERLINE THESE PLANS ARE APPROVED OF MILL POND DRIVE A THE FIRST STREET TO FOR CONFORMANCE WITH THE z z t w THE WEST OF MILL POND DRIVE CITY OF AUBURN ENGINEERING 3 ELEv 212.86 DIVISION'S REQUIREMENTS I Ao, 2e !24r" o o x o CK F Forsreae c,` n 1 DATE: JohlTy E)ONAL SHEET 1 5 SCALE: 1 = 301 VE RRT. APPROVED: (i.� 1.� S.fC- Ex°wes ' "e 6 OF 1 5 = "THESE PLANS ARE AS-BUILT AND THE INFORMATION SHOWN ACCURATE e JOB NUMBER REFLECTS EXISTING FIELD CONDITIONS AS OF THIS DATE: OCTOBER 1996' 93-209 d ct6 D14-52 Y V m m Est 230 e z I z 0 2201 50 1 CLEAR AND GRADE / 0 O z aW 4 5' MAX. HIGH ROCKERY > ~ f ry ~ • „ a -- - / PER DETAILSHEET 2 � 0 � z z 4 i BLDG 12 a a - t- a 4 g 210 I _._ -. __. _ -_--._ _ _ FF=709.4 / z% I � z 2 W e / z z - v cc m E c c a ° c c a n i BLDG 3 / N C / FF=200.4 - v ^ FF zo D200 / o _ c / > c c c > a m FF=193.5 GF=193,5 / o 8" WATER FF 1900. 190 4 I / 0 8" SAN, SEWER a 0 3 —__-_ 9' MIN. 8" WATER I / d I o U � INTERCEPT FF=I6J5 SWALE I 1- _-- _- -- - . v TOP Of SL EEL. 193.0 — ! 28 i i 190 IIII�II 6' 15' M.WS EL. �83.0 t 01, N, GROUND �1 < TOP OF BERM ft. 184.0 / Z / I O It 180— 170 — — -- POND BOTTOM EL. 179. EXISTING GROUND / SILT / / FENCE STRAW / I Q 2 / ' W - // //- 1 EO BALES_ -__ --a _-___-. __ . .. __ / -. _—____-.--_.170, ' - - GRADING SECTION A -A I w JLu SILT FENCE o / NOTE: FILL PLACEMENT MUST BE / SUPERNSED BY A GEO HNICAL SCALE: 1 "= 30' HORIZ. Z ENGINEER TO ASSURE 9 COMPACTION Q 4 / FOR BUILDING 2. I 1 "- 5' V R T. I Q STRAW / — ^ BALES 160 150 I- _ -- -- -- - � Z 0 cc AS—CONSTRUCTED m WITHIN THE PA AMETER LISTED BELOW, THESE ARE REVISIONS TO Q I / TH£ A ROVED PLANS OR CONSTRUCTION AND REFLECT EXISTING / FIELD OND/TION AS 0 OCTOBER 1996. THE HORIZONTAL POSITION LL / OF M NHOLES, CATCH BASINS, SIDE SERVICE STUB MARKERS AND O / FIRE H RANTS WITHIN E PROPOSED RIGHT-OF-WAY WHICH VARY / I MORE THAN FI FEE FROM DESIGN LOCATION BASED ON A VISUAL >_ __ _- _ _.._ _._ _� ____-_ --- -�.-.__ —. _ _ — —. —._—_—_- ---- _— _ RES OBSERVABLE FROM THE SURFACE, HAVE 150 _ —__—_ — — — 1 / BEEN VISEO THESEPLANS. THE AS—CONSTRUCTED TOP AND INVERT V TESCP SEC TlO T- T I ELEVA ONS WE DERI D BY FIELD VERTICAL PROFILE TlfO TO THE PROD£ BENCHMARK A SHOWN ON THE APPROVED PLAN SET. THE / —SE STRUCT NVE E E A77ONS ANDEMAY OR MAD NOT£REFLEC REO DBf C THE / A CO I R L T THE A47UAL-SL61PE OF HE INSTALLED PIPE. TRIAD ASSOCIATES DOES w / NT TIFY TH ACCU ACY OF THE INFORMATION SUPPLIED BY THE W / ENGINEER'S S AMP NOT VALID COONTR _TOR, VEN /F SUCH INFORMATION IS INCORPORATED IN $ i a z THESE ANS. 2 a UNLESS SIGN D ArAD DATED e s p C FAC NO. 0011-94 130 0+00 1+00 2+00 3+00 °`r-gH'� 4+00 5+00 3 w � THESE PLANS ARE APPROVED '�' a w FOR CONFORMANCE WITH THE �' a zi CITY OF AUBURN ENGINEERIN( SHEET 21. /`; _ DIVISION'S REQUIREMENTS 7 OF 15 "'clsaeR? .: DATE: )0�2✓ n^ �iw...�.SsCX. "THESE PLANS ARE AS—BUILT AND THE INFORMATION SHOWN ACCURATELY APPROVED: JOB NUMBER -" REFLECTS 'kISTING FIELD CONDITIONS AS OF THIS DATE: SE TEMBER 1996' 93-209 �16 D /4S2 Y V 230 - - - - - m 3 S 3 / 12' WIDE UTILITY _ I / ZOOi -ACCESS ROA� .� N_ w CLEAR AND GRA S=J:I MAX z 5 o a $ RI D . 10 - - CONCRETE RETA NING FINISH 4.S' M X. HIGH R CKERY WALL DESIGNED Y GRADE 9 9 9 / PER D TAIL SHEE 2 STRUCTURAL EN NEER a = W P s 230 190 w " ---- - - --- _- --- - ---------- W ' u m w b - - - 2 0 FF_ ,< a z' WOE unurr sar ACCESS DAD FENCE o O 5=2:7 M X. - QF � Q BLDG 4 o � g, 210 - o z e I / iTN SH I GROUND / FF=70S8 220 "�XISTING GR DE/ GROUND 180 I W N p 0 m FF=204.0 /.1/- 000,- - _ _ __... __..---- 8 WA TER 0 Z E O+ C Q M zoo nl . o WA ? S C SEC TION Fi F rn° .c01M .c Tac v u w c 210 170- ° N XIRUOEO CURB I AN. SEVER ti U C° Co w ^� NN W SILT FENCE / I o 190 W - --- -y- ,' -- - - - - - ------- - _4 200[ - 20 a I 2 MDE UTILITY AD o / I 8" WATER p 12" WIDE UTILUDY ACCESS ROAD $ RM _--___.._.— AC E$$ ROAD__ - - BLUG. I LI• 2 o FINISH I SILT it GRADE s I FF=191.1 FENCE 180 I _ - e" SAN SEWER -- -- - - - I - - 190x. FINISH 190 - I _ _ I GRADE I�EXISTNG I S-J:I MA V / / GROUND SILT V _ `+�\ _ II FENCE�/' `£Nl$TIN GROUND CONCRETE ETAINING Z / WALL DESI f0 BY 0 170 STRUG TURA ENGINEER - — - --- - - - --- - - -- I 180 16'- - --- 180 r SSM 2 TOP 19 .40 Q / \ 8"" IE l 7.80 (IN) I 8" $AN. SEWER % , �L I SECTION G- G SECTION H-H r EXISTING ROUND I m 160 - -- - - 170 170 m I z z ___-. 4' MIN OF 19J.2 U - GR D/NG SECTION B-B Lu J Lu coW �_ ROAD A / 190 } __..._.-_ i I - - - ---- CALE: 1 „= 30' HORIZ. - FENCE J � Q B WATER z / 1 5 VERT. SIL , - o 150 - I n - FENCE r - ti' / / Q 24- STORM �— 0 - / Ir m / I � 1 Q 180— ILL 140 - - - —_ --EXISnNG SEWER 0 GROUND TY } -_ FFIRE T ETERS LI TR T ESE --_._ __— _ . _PPRO D PLANSFOR CO STRUCTIONAND REFLECT EXISTING SECTIOCONDI ONS AS OF OCTOBE 1996. THE HOR/ZONiTAL POSITION ANHOL€S, CATCH BASINS, SIDE SERVICE STU MARKERS AND YDRANTS WITHIN THE PROP SED RIGHT-OF-WAY WHICH VARY 17013O I- // THAN, FIVE FEET FROM DESIGN LOCA77ON BASED ON A VISUAL EENGINEER S STAMP NOT VALID 3 r a Q PROJECT BED __ � oF gSr1ND Di+i€1�-._._- Q BEEN VERIFICAT/ONO DIV >NESE PLANS. THE AAS£CONS�RUC THE U TOP R CAND HAVE NVERT -UNLESS SIGNED yOAi FAC N0. 0011 -94 / 2 NWERE DERIVED BY FIELD VERTICAL PROFILETIED TO THE P W n Y 4 REVISED SLOPES BETWEEN STRUC URES ARE CALCULA D BASED ON THE L ' a I In Q w o Ly -HMARK AS SHOWN N THE APPROVED PAN SET. THE A II _ THESE PLANS ARE APPROVED o U o a -- - _ �95CDNSTR CTED INVERT £LEVA ONS AND- MAY OR MAY N07 REFLECT _ FOR CONFORMANCE WITH THEcI A THE ACTUAL SLOPE OF THE INSTALLED PIPE. TRIAD AS OCIATES DOES I CITY OF AUBURN ENGINEERIN SHEET I NOT CERTIFY THE ACCURACY OF E INFORMATION SUPPLIED BY THE p aee+e E� `��. DIVISION'S REQUIREMENTS y^{ IV) CONTRACTOREVEN IF SUCH INFORMATION IS INCORPORATED IN E'f G/9T NV V OF T THESE PLANS. /oNat "THESE P ANS AR AS-BUILT AN THE INFORMATION SHOWN ACCURATELY DATE: ��I4Y LI 50 120 REFLECT EXISTIN FIELD ONDITI INS AS OF THIS DATE: SEPTEMBER 1996' . APPROVED: -s,) oB NUMBER 0+00 1+00 2+00 3+00 4+00 5+00 93-209 $a Y V r m i s i Z 240 to I m T 871 CLEAR AND GRAVE i u . _ n o / U Q 230 ' - _ r > a / 0 � / Z 0 '' GH — DE IROCKERY 4 B DG 9 ,1 wwUzZ GH R FF=220.1 220 ZwTILSHEE v�a wo m x � C and a m w FF-211 l ' s 0 0 c w d U w < u FF=211.0 210 N Q of FFF8" WA ER � o _ FF=70L 0 l FF=2DL I � 3 F/201 G Q 8" SAN. SEWER ZOO 1 W /I Y v / V WATER II I SILT FF=191.V w FENCE--,, � < i I UOLITY ACCESS I 0 DAIVE S=J:I MAX 0 Z i^ 5 TO Q 180f- I -- - - — - - - - - - - - — - -- - I I 8" AN SEWER � U i Z _- EX15TlNG-GROUND_ —....--____ -_. _.._ __ _- _._ _ � 0 Q GRADING SECTION C- C I 0 J w 170 - -- - -- - - - - - - - - -- _ uiW SCALE: 1 ' = 30: HORI c� 1 ' = 5' VER . I o Q 1 c I I m 160 - - ---- - -- LL 0 SEE 5N6ET I FOR DISClAlr46(R } " TKESE PLANS ARE AS- BUILT AND THE U INFORMATION SNOVNM Acr-ORATELY 150 I ` - - - - I REPLEC-TS ExlSTiNG FIELD coµDITIONS AS of T•Hls DATE : sEPTEat>3>CR, 191(4.` I P W w s ` Q e*y z a FAC NO. 0011-94Z /THESE PLANS ARE APPROVED 0 FOR CONFORMANCE WITH TH140 DIISION'S RCIT OF B RNREMENTSERINO SHEET 0+001+00 2+00 3+00 4+00 5+00 9 of1 5 �+•s • • to-!6 1 DATE: !0 &, 7 cc APPROVED: J JOB NUMBER 93-209 $ Y V r m N O N � w i � w � 0 0 0 o s s s s f i w • a a a a 0 z 2' MIN. CLEAR AND GRADE -- -- I h Q Z of > a 230 _ 4 - -- - ? � o ' � z z YWY�Y N Z •ram y)O N / W N FF-2 28 22011 21 c _._.. w Oi c a M > N BLDG 5 0 51 ` E uwNn o 0 zI — fF-1 — ` � � I o —5 c c > 210'' on i BLDG 4 / 0 on I2" STORM a .� 3 ' FF=704.0 i / / 7 6- SAN. SEWER 'o / ' c FF=201.0 FF-200.0 2 a 200 --- - ---- w - wM/N. FF-1940 EXTRUDE CURB / Z 2.+ �2R FF=i90.0 12" STORM —�� i Z -- 7.5 MI COVER / 0 // Z I 4 4t', TOR S-2.'1 MAX a SILT I 6" SAN. SEWER FENCE 180 _ ___... - _____- p � � I - GRADING SECTION D-D I z Z I SCALE: 1 "= 30' HORI'Z. L w Lu 1 "= 5' VER . . I - --- - - I z � Q ' I a -f z m - - -- - LL 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 O I— U w z� z a FAC NO. 0011-94 w� 5 U 3 THESE FLANS ARE APPROVED a w o /FG.x FOR CONFORMANCE WITH THE a o u o a CITY OF AUBURN ENGINEERINGA SHEET {S SEE SHEGT I FOR DLSr—LAtIRIELK DIVISION'S REQUIREMENTS "THESE PLANS A" AS-ButL.T AND THE INFOILMATION SHOWN DATE: ivl2"115y 10 of 15 A;c- RATft_Y "FLEC-TS EXISTINfe FIELD coµplT'toNSASOF APPROVED: JOB NUMBER THtS DATE : SflPTCNt6ER, %"(a 93-209 �P NE 1/4 SEC. 31, T. 21 N., R. 5 E., W.M. FILTER FABRIC (MIRAFI 100X OR EQUIV. 60" WIDE ROLLS) CLEARING AND GRADING SEQUENCE STORM DRAINAGE NOTES USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE THE PROCESS OF CONSTRUCTION ON A SITE OF THIS SIZE IS A DYNAMIC I. STORM LINES SHALL BE LAID TO THE GRADES AND ELEVATIONS SHOWN 2"X2'X14GA. WIRE FABRIC OR EQUAL PROCESS, DIFFERENT OPERATIONS CAN OCCUR SIMULTANEOUSLY ON ON THE DRAWINGS AND SHALL NOT BE CHANGED WITHOUT CITY DIFFERENT PARTS OF THE SITE. FOR THIS REASON THE FOLLOWING APPROVAL. SEQUENCE OF CONSTRUCTION ACMTIES IS TO BE USED AS A GENERAL 6^ 6• GUIDE FOR CONSTRUCTION IN ANY AREA OF THE SITE. THE INTENT OF 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY STORM LINE CONNEC77ON to THIS CONSTRUCTION SEQUENCE IS TO MINIMIZE THE IMPACT OF PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. Z CONSTRUCTION ON NEIGHBORING PROPERTIES AND TO PROVIDE A LOGICAL O - GUIDE FOR CONSTRUCTION AND INSPECTION ACTMTIES, 3, ALL MANHOLES AND CATCH BASINS IN PUBLIC RIGHTS-OF-WAY AND U) ` 3 1 2' EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL 2' SLOPE 11 s 1. ATTEND PRE-CONSTRUCTION MEETING w = PAVING IS COMPLETE IN ACCORDANCE WITH THE CITY OF AUBURN'$ 4' ' ggerrq�- STANDARD DETAIL NO STFG-1. m S E G G 4 ��1lFq,ar Ten' S Z ESTABLISH CLEARING AND GRADING LIMITS. s rc z 5 �I'$ '�arao ea 17„ 4. ALL STORM DRAIN PIPE MAY BE CONSTRUCTED OF ONE OF THE n�uar n� rangy u�0�0-Iarar - r Tap�n�n�u rsraoar c�c T 3. AREAS TO BE CLEARED MUST BE FLAGGED PRIOR TO CLEARING. FOLLOWING MATERIALS UNLESS OTHERWISE SPECIFIED IN THE PLANS PROVIDE 3/4" MIN DIA. ALL PIPE JOINTS MUST HAVE WATERTIGHT GASKETS AND MUST BE OF s s s s $WALE WASHED GRAVEL BACK- 8" a. CITY OF AUBURN PERSONNEL WILL FIELD INSPECT THE CLEARING THE SAME MATERIAL AS THE PIPE fLOW1INE 2'-6" FILL ON BOTH SIDES LIMIT FLAGGING PRIOR TO CLEARING. THIS MAY BE DONE IN BURY BOTTOM OF FIL TER FABRIC OF FENCE. STAGES AT THE DISCRETION OF THE DEVELOPER OR CONTRACTOR. A. SMOOTH INTERIOR-WALLED CORRUGATED HICH-DENSITY a R g n MATERIAL IN 8"x 72" POLYETHYLENE PIPE (CPEP) SHALL BE IN ACCORDANCE WIN ❑ m P b u TRENCH POSTS 5. CLEARING AND GRUBBING OF THE AREA MAY COMMENCE AFTER CITY OF AASHTO M294 AS SUPPLIED BY ADVANCED DRAINAGE SYSTEMS ❑ O QQQQaaa O p AUBURN APPROVED CLEARING LIMIT FLAGGING. DESIGNATED N-12 OR EQUAL. PIPE SHALL HAVE A MINIMUM C] z 2 2:r MAX 6. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN. COVER OF l7 INCHES 5' :7N, p 2X4 OOUCLAS FIR iS 6'0.0 NO 1 CRAOE OR CROSS SECTION B. PVC PIPE SHALL BE SOP 21 OR SDR J5, WITH APPROVED EQUAL. AL TL'RNA TE. STEEL FENCE POSTS RUBBER CASKET JOINTS, AND CONNECTIONS 70 CATCH BASINS O ❑ ,� -\ KEY ROCK INTO SWALE 7. APPLICABLE TEMPORARY EROSION/SEDIMENTATION CONTROL (TESC) AND MANHOLES SHALL BE BY CLI50 AC COUPLING WITH RING Z Z ��/�• 1 ;R FILTER MEASURES SHALL BE INSTALLED SHORTLY AFTER CLEARING OF AN TITS BY lPS TRANSITION CASKETS FOR SDR 27 PIPE AND AC 0.25' MIN. d G S q�J F- I L T E R FENCE DETAIL AREA. THIS MAY INCLUDE SEDIMENT PONDS, SILT FENCING, OR OR GPK MANHOLE ADAPTOR FOR SOS 35 PIPES. SDR 21 PIPE SWAI_E X-SECTION @ ROCK CHECK DAM - TEMPORARY DITCHES AS SHOWN ON THE APPROVED TEMPORARY SHALL BE USED WHERE PIPE COVER EXCEEDS 18 INCHES (78') ? f n Fz NOT TO SCALE EROSION/SEOIMEN iA7lON CONTROL PLANS. lT I$ IMPORTANT TO AND SOR 35 PIPE SHALL BE USED WHERE PIPE COVER EXCEEDS ID Z o N NOTE THAT THESE TESC PLANS REFLECT MEASURES TO BE UTILIZED THREE FEET (3). AFTER GRADING IS COMPLETED AND ARE INTENDED TO SERVE THE SITE DITCH SLOPE CHECK DAM SPACING DURING UTILITY 1NSTALLATON. IT MAY NOT BE POSSIBLE TO C CONCRETE PIPE, 12 INCHES (72') IN DIAMETER AND SMALLER, INSTALL ALL THE TESC FACILITIES AS SHOWN ON THE APPROVED SHALL BE ASTM DESIGNATION C-14, EXTRA STRENGTH, WITH 0 - 53 150' PLANS IMMEDIATELY AFTER CLEARING HOWEVER, THE CONTRACTOR APPROVED RUBBER GASKET JOINTS, AND CONNECTIONS TO Z _ 5 - 107 l0O' MUST TAKE EVERY REASONABLE EFFORT TO PREVENT SILT OR MANHOLES AND CATCH BASINS SHALL BE BY MORTAR JOINTS. z )LOX 50' SEDIMENT-LADEN WATER FROM ENTERING EXISTING DRAINAGE SUCH CONCRETE PIPE MAY BE USED IN LIEU OF PVC PIPE w 7 m a FACIL177ES DURING THE CLEARING AND GRADING PROCESS. THE WHERE PIPE COVERS EXCEEDS J FEET (3). CONTRACTOR AND CITY OF AUBURN INSPECTOR WILL NEED TO WORK J' J' TOGETHER TO DETERMINE WHAT TE5C FACILITIES ARE APPROPRIATE 0. CONCRETE PIPE, 15 INCHES (15") IN DIAMETER AND LARGER E c c v I 5 FOR THE DIFFERENT STAGES OF CONSTRUCTION THROUGHOUT THE SHALL BE ASTM DESIGNATION C-76, CLASS IV, WITH APPROVED MIN. J • I' MIN. DEPTH PROJECT RUBBER CASKET JOINTS AND CONNECTIONS TO MANHOLES AND B. ALL STREETS SHALL BE KEPT CLEAN AND FREE Of EXCESS DIRT OR CATCH BASINS SHALL BE BY MORTAR JOINTS. SUCH CO NOSE IE R O PIPE MAY BE USED IN LIEU OF PVC PIPE WHERE PIPE COVER TEMPORARY CONSTRUCTION ENTRANCES WILL BE CONSTRUCTED AS EXCEEDS 78 INCHES (78-). DIRECTED BY THE CITY OF AUBURN. W N L7 c p O 1 p 5. PRIOR TO OCCUPANCY, THE PERMANENT STORM DRAINAGE SYSTEM MUST J. 9. AFTER THE APPLICABLE TESC FACILITIES ARE INSTALLED, THE BE CLEANED BY PUMPING O y- c c > RIP RAP NOTE T 3.1 GRADING OPERATIONS MAY COMMENCE. THE GRADING MUST BE STAKED o, U w a BY SURVEYORS BEFORE ANY GRADING MAY BEGIN. THIS GRADING 6. PRIOR TO ACCEPTANCE OF CONSTRUCTION AND/OR ISSUANCE OF VN SUMP BEHIND ROCK CHECK DAM RIP RAP SHALL CONSIST OF / WORK MAY BE DONE IN STAGES AS REQUIRED BY EFFICIENT OCCUPANCY PERMITS. ENGINEER SURVEYOR-CER77FIED AS-BUILT KEY ROCK INTO / SHALL BE INSPECTED GAILY & /�� CONSTRUCTION PRACTICES. DRAWINGS A OF ALL STORM DRAINAGE FACILITIES MUST 8E PREPARED $WALE MIN. 0.25' CLEANED WHEN COLLECTED QUARRY ROCK. �///\ I��� AND SUBMITTED TO THE CITY OF AUBURN. DEBRIS EXCEEDS 1/2 OF ITS GRADATION 10. THE CONTRACTOR WILL BE REQUIRED TO WA TER THE SITE, AS NOTE ROCK SHALL BE 4" MINUS 1' MIN. THICKNESS NECESSARY, TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION o DEPTH. MEAN DIA. 7 FINER BY 4"-6' RIPRAP 7. ALL STORM DRAINS WITHIN THE DEVELOPMENT SHALL BE STENCILED WITH QUARRY ROCK. ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC OF ROCK WEIGHT "DUMP NO WASTE, DRAINS TO RIVER." ROCK CHECK DAM X-SECTION 12----------1009< ROADS AS NECESSARY, 70 REMOVE MUD DEPOSITED AS A RESULT PROJECT CONSTRUCTION ACTIVITY. THESE ACTIONS WILL BE GOVERNED 1D"--------75% ROCK - LINED S W A L E DETAIL AND DIRECTED BY THE BUILDING OFFICIAL. p 8"--------509, NOT r0 scalE EROSION / SEDIMENTATION CONTROL NOTES: � ROCK CHECK DAM DETAILS 6"--------45Z217 Y. IMPORTANT STOCKPILES OF MATERIALS FOR FUTURE USE MAY LOCATED AROUND THE SITE AS NECESSARY. IT WILL B£ EXTREMELY IMPORTANT FOR t? 4"-------- 19, 1. W]THIN THE CITY OF AUBURN, ALL REQUIRED RE7EN7fON/DE TEN TION, > THE CONTRACTOR TO PROTECT THESE UPILESSCE FROM EROSION AS THE 2"--------09, SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED NOT TO SCALE LOOSE, UNCOMPAC7E0 GIRT IS MORE SUSCEPTIBLE TO EROSION AND d 2" < MEAN DIA. OF ROCK < l2" SEDIMENTATION THAN COMPACTED MATERIAL. THE USE OF STRAW OR AND IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION SURROUND CATCH BASIN GRATE ACTIVITIES, TO INSURE THAT THE ADJACENT EN WATER AND STORM DRAINAGE MULCH COVERING THE MATERIAL AND SILT FENCES AT THE TOE - WITH A 10" BERM OF 7/2" TO RUN-OFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL J/4" WASHED GRAVEL SHOULD BE CONSIDERED MINIMUM TESC MEASURES. COVERAGE DRAINAGE WAYS Y MATERIALS MUST BE ON SITE AT ALL TIMES 72 CONTINUALLY MAINTAIN, UPDATE INSTALL, AND IMPROVE TESC 2 THE RETENTION/DETENTION, SEDIMENTATION AND EROSION CONTROL SUMP - FACILITIES DURING THE CLEARING AND GRADING OPERATIONS AS FACILITIES DEPICTED ON THESE DRAWINGS ARE INTENDED 70 BE MINIMUM s e e 8`�0 e woJ REQUIRED. THIS MAY INCLUDE.. INSTALLING NEW SILT FENCING REQUIREMENTS NEEDED TO MEET ANTICIPATED SITE CONDITIONS. :]1:2 AFTER CLEARING; REMOVING SEDIMENT BUILD-UPS IN PONDS, BEHIND ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED t CHECK DAMS AND SILT FENCES; RELOCATING OR INSTALLING AS SITUA77ONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, TEMPORARY V-DITCHES TO DIRECT SURFACE RUNOFF TO PONDS MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. HYDROSEEOING SLOPES TO BE LEFT MORE THAN 30 DAYS; REPAIRING PLASTIC SHEETING; OR IMPROVING RIPRAP FACILITIES AT DRAINAGE MIRAFI 140-N 3 FOR GRADING AND FILLING PROJECTS ASSOCIATED WITH A BUILDING OUTON77N THIS MAINTENANCE CLEARING THE TESC FACILITIES IS TO BE �n FILTER FABRIC PERMIT, THE TEMPORARY DRAINAGE CONTROL MEASURES SHALL REMAIN IN CATCH BASIN A CONTINUAL PROCESS DURING CLEARING AND GRADING OPERATIONS. PLACE UNTIL THE PERMANENT STORM SYSTEM IS IN PLACE AND OPERATIONAL I III `L 2' AIIh'. AND A CONVERSION FROM THE TEMPORARY TO PERMANENT SYSTEM CAN BE _ 13. AT THE COMPLETION OF THE GRADING THE TESC FACILITIES SHALL MADE. BE LEFT IN SUCH A MANNER SO AS TO FUNCTION PROPERLY FOR AN Z EXISTING GROUND EXTENDED PERIOD OF TIME. EROSION AND SILTA77ON SHOULD NOT Typ, 4. ALL TEMPORARY EROSION CONTROL FACILITES, INCLUDING THE EARTH BERM y,9 / `�,P\\��� ( ) OCCUR UNDER NORMAL CIRCUMSTANCES PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE 0 LtHERE REQUIRED f > ' 14. DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM Tn'E ._ INTERIM CATCH BASIN TO THE FOLLOWING SCHEDULE CITY 0 GRATE PROTECTION FROM APRIL 1 TO OCTOBER JI ALL DENUDED AREAS AT FINAL GRADE Z - - --- 2' ® ROCK CHECK DAM AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO REMAIN UNWORKED 5. ON PROJECTS WITH FILL AND GRATING PERMITS ONLY, AND FOR WHICH FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN 10 DAYS. NO SUBSEQUENT BUILDING PERMIT HAS BEEN ISSUED, AN AS-BUILT OF THE NOT TO SCALE FROM NOVEMBER 1 TO MARCH 31 ALL EXPOSED SOILS AT FINAL GRADE GDESC PLAN WILL BE REQUIRED UPON COMPLETION OF GRADING ACTMTIES. SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR TEMPORARY 6. DURING CONSTRUCTION. ALL CITY STREETS ADJACENT TO THIS MEASURES. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 PROJECT SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSi IS TEMPORARY S W A L E /BERM DETAIL SQUARE FEET THAN ARE SCHEDULED TO REMAIN THAN 5,00 FOR MORE RESULTING FROM ON-SITE CONSTRUCTION, AS DIRECTED BY THE CITY. THAN THAT HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE STREETS SHALL BE CLEANED AT THE END OF EACH WORKING DAY BY NOT R_ _,",._c FEEL THAT WILL REMAIN UNIATELY FOR MORE THAN SEVEN (7) DAYS LL SHALL BE STABILIZED IMMEDIATELY SHOVELING AND SWEEPING. ONLY AFTER STREET SWEEPING WILL FLUSHING BE ALLOWED. MOROR F E FREQUENT CLEANING MAY BE REQUIRED AT THE l.5' 15' 1.5' TOP BERM D6CRETON OF ME CITY. O Q ELEV 184.0 7. CONTRACTOR SHALL KEEP A RECORD OF THE DATES WHEN MAJOR GRADING Z ACTIVITIES OCCUR, WHEN CONSTRUCTION ACTMTES TEMPORARILY OR PERMANENTLY CEASE ON A PORTION OF THE SITE, AND WHEN STABLE- Q _ IZATON MEASURES ARE INITIATED. III - J 7 ELEV 18J.5 1 Q /* \ �q �� I_I 1 0' B. ALL EROSION CONTROL FACILITIES SHALL BE INSPECTED, MAINTAINED, Z \i O.5' AND REPAIRED BY THE CONTRACTOR AS NEEDED TO ASSURE CON- M _ 77NUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL ON-SITE III = EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED BY THE CONTRACTOR AT LEAST ONCE EVERY SEVEN DAYS AND WITHIN _J ll.l Lu 4" MIN. DIAMETER NOTE.. ROCK-LINE BERM (AT WIDTH 24 HOURS AFTER ANY STORM EVENT OF GREATER THAN 0.5 INCHES uj QUARRY SPALLS SHOWN) ON OUTSIDE OF POND OF RAIN PER 24 HOUR PERIOD. AN INSPECTOR REPORT FILE SHALL Q (n TO THE BASE OF THE BERM, I" DIA.(TYP) 40 HOLES MIN 0 BE MAINTAINED BY THE CONTRACTOR. \ / 10" O.C. PERFORATIONS SHALL 9. ALL CATCH BASINS PROPOSED AND EXISTING WITHIN 27' OF PROJECT W Y BE LOCATED WITHN THE LIMITS SITE SHALL HAVE INTERIM GRATE PROTECTION. FILTER FABRIC SHALL EMERGENCY SPILLWAY DETAIL OF THE GRAVEL CONE. BE PROVIDED UNDER GRATES FOR THE DOWNSTREAM CATCH BASINS C\I G �p PO NOT TO SCALE FILTER EN TOP. AND ALONOTHER CAG THE TCH BATH SINS�F ASLDIREC�D BYECi7�OFFICIALS.0 THE NTERSECTION) 154r� " 6' MIN. 6' FENCE CLOSED BOTTOM MIN CMP TENCASED IN CONCRETE 10 GRADING ACTIVITIES CAN BEGIN UPON INSTALLATION OF EROSION (/� Z TOP BERM EL=184.0 DISTANCE GREATER THAN MIN. CONTROL MEASURES. LU c o VOo HEAD TO PASS DESIGN STORM CIO o ONFV9 Y9'1' w OVERFLOW EL=OVERFL. o,P4ro h` -I FILTER FENCE BAFFLE Q G5' V DESIGN STORM EL=182.50 TO SURROUND STANDPIPE. 4�y ti BURY BOTTOM OF FABRIC. L.L SEE DETAIL ABOVE. VdV�l dT 4- ��O O o V ,/� lti - ��� 9, WATER TCHT BAL 3 � 1-1 WASHED K �9U DAYLIGHT EXIST oy GRAVEL COME �y a "Np 8 GROUND INVERT EL-180,0 o o } c r I" (T P) MN \ 3' MIN. a 6" MIN. DEAD STORAGE "12" MIN. dp V 1 8" ADS N-12 c a +CITY BENCHMARK 31-L- o l.Ty M1v5 TOP V. 19. ? / */ _�!�`/(� ���/� POND BON. EL=179.0 SRA55 SURFACE MONUMENT AT THE CENTERLINE o y �G / / i' OF MILL POND DRIVE AT THE FIRST STREET TO ME14£ST OF MILL POND ORI b£. 4"-B" QUARRY SPALLS 4' DEEP 22" 6" PVC ,y�C' ELEV. 212.66 BOTTOM V 1 A _ _ PROVDE FULL V40TH OF �-�T�������% 8'x8'k8 PVC TEE S a e`, g 6' CONQ BASE] INGRESS CRESS AREA TOP OF 6' WIDE RUBBER GASKET JOINT$ ��� ��i r � ��, � � y�� ` V /£ ce 22 rrPE r-c ��i,�.; ,�„� N<.�" FAC NO. 0011 -94 OVERFLOW SPILLWAY TOP 182.0 COMPACTED GRAVEL BASE 1J CONSTRUCTION ENTRANCE PAD ELEV. IMAX BRICK IP50 LUGWBER15116" $ 4 d 5=2:1 MAX BRICK TOP UP TO PLUG W/ 6-15/i6" NO GROUNDWATER ENCOUNTERED WITHIN THESE PLANS ARE APPROVED EL, 184.0 FOR TESC DIA. ORIFICE i OF BOTTOM OF EXCAVATION ❑ ❑ ` NOT TO SCALE SEE SHEET 11 FOR PLAN NO GROUNDWATER ENCOUNTERED WTHIN FOR CONFORMANCE WITH THE w w V MAINTENANCE r of eorroM of ExcAVA nQN. CITY OF AUBURN ENGINEERING 3 r w GDESC DISCHARGE CONTROL STRUCTURE DIVISION'S REQUIREMENTS w ` w < a ME ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT ❑ ❑ V O d TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE TEMPORARY SILTATION DATE: o PERIODIC TOP DRESSING WITH 4 TO 8-INCH STONE, AS CONDITIONS DEMAND. NOT TO SCALE SHEET AND REPAIR AND/OR CLEANOUr OF ANY STRUCTURES USED TO TRAP SEDIMENT POND SECTION P - P APPROVED: ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO 11 of 15 ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY NOT TO SCALE JOB NUMBER _ 93-209 15D :451. NE 1/4 SEC. 21 N., RGE. 5 E., W.M. > ; CLEAR AS REQUIRED WITHIN EXIST 10 DRAINAGE EASEMENT FOR THE - - IMMEDIATE INSTALLATION OF \ PERMANENT STORM SYSTEM FROM CB 15A TO CB 15 10 P r CB 15 TYP -�lo - - - �I NN -- 0 CLEARING OR GRADING PERMIT N N N -_ a w - OCATE AS SHOMN qqry w - I�b' __ - m_ _e- -. '^W THIN 2' OF EAST OPERTY LINE.ED o o o P INSTALL W/ CRATE"�OIo -. __ I --->_ __/y h 4 O m t /// o. Jam, g s s s s n Y tilti -.INLET -- �T z '!i rc N0'07sCz2 1'7E . - — — - - of — ttONq� lryp gTt r o,I ljo°m r \J �E ��I ry�u/ �i4�•IJ iR �2. R9s � VJy6 6 o< e 7 7 P I T,z,2 26 > Ad 204 14 •,,:.. - $ --t»a;�.a,..ti^_:''�� -r`1 � H" -• E- _ Z Q IF 2074 FF 209 4 -_ - 3j \ W Z .. —202— -2,0_.. FF2,46 \ aF . r ) \� Z 202 \ / J 2.�a. p _ _ - _ - 2pg 2 FF 2,91 ,F �� T 50 TYP ROC CRY ELEVATION$ AT 50' CENTERS. per— FF 220.1 INTERIM GRATE PROTECTION -" lry:�_ 200- 2^8 \_ w. \ N wV a PER DETAIL (TY'P). _ i /y0�. - FF 19a.s _ i9s 204 _ 2,c — FF ??�. -.- FF 19B4 FF 200.a 206 FF 705.8 FF 2N l z2Jg ^io .S. F 2i ?r-_u E @ CAE 0_86 E u-48 RB N ='J9.9g \. N o, "c a M 65 LSM P - 61 22 \ _. . - - - _ -- - (\\ - - _- ) - - - _. - f - _ O+B6 s% rill - 3:. _ \. � -" •, - \rl'1- � d "�,_ o <v INTERCEPTOR SWALE PER - `- 1 1 7 / aoo - _ ROAD A _ _ �r�,, !, ? �'�� �s2`so._ 40 It rnin m DETAIL (TYP). vx , N I+p I Io7 F-TE 12'" CULVERT . 202 � �o 200— (c.�� 'lt . C.O. � ' 204 2150. -- _ - JOLF TEMP 12 CULVERT \ ROCK CHECK DAM o�PER " ,o \ DETAIL. (T)P.). 9O -- \ ryp T ��o FOR OF P-P 1/ / t INSTALL FILTER FENCE 1'MIN. // o SEE SHEET 11 FROM NORTH PROPERTY LINE. I I 1 0 - I9 y �p TEMPORAR I' SILTATION POND t �9 TOP EL 199 0 \ .) H L a Ig 8'X40' BOTTOM fL 195.0 ry' R .. VOL = 1900 C.F. ter'-� ryry \ 5 �% �I m - -- s t C ' 0VSTALL TEMP 12'" CULVERT for ° C 9 Gf y3 0 40' TEMP 12" UT a - - ti - ti INTERCEPTOR SWALE PER Jam'/\ 2G8 0 �F- 0 j .l �_ SOCK LINED SWALE DETAIL (TYP). A ,�\ - � � gv� - ,o I ETA I 80 / 3 --- \ _ - ,m� r. + r If ,.'r _ - INSTALL FILTER FENCE Z DOWN-,5'LOPE(TYP.) '7 - r 31PER DETAIL p Z 6' WIDE ROCK-LINED OVERFLOW n _ T 7g'O T LS SPILLWAY. . TOP EL 198.0 `rl STA 2+•10 �l`°, I`(i`� w t�"ei W3 Ar / ,.t,.. - TEMPORARY SILTA AON POND Y X 9 ° Ise - �' 1. y �,i'q�� ",,� s �, __�ITELEvBM2 BSL TOP £L 164.0 �v r o �'• BOTTOM EL. 179.0 I ° A � . af-2o/-1 ��\ �� �rri, .I4- �'_ - __ _ k �II r 0 VOL = 15000 C.F I A a ( ) �. \ - PAD P O T� S�' I _ y — J £UCTION ENTRANCE U 15 WIDE EMERGENCY FILTER FENCE PER DETAIL T)P r ~� r r DETAIL. Z SPILLWAY PER DETAIL. ° °' Bc^ F ° > I �� c0 '` �R °° OT J.7 °° ° ,vs - l \ }� I . CONS TOP EL. 183.5 60� 's� � 6 � .r - - �9a A ,n4 " � r, a 1� a r INSTALL RAVEL -- �'` _- r FILTER BERM WITH 0 �s \ 2: 1 SIDE SLOPES OF 3/8" TO 1 7/2' WASHED GRAVEL. TOP OF BERM EL. 182.0 Z FLLI - '�� INSTALL FIL TER �'1 �'?' $ oLuw FENCE BAFFLE DETAIL ,,HT J n y \ INSTALL STRAW BALES -� � 's sB `� GDfSC DISCHARGE CONTROL _ SR c 11. Ll1 - �1e8 / /,r/! �� u s \ �� BRICK TOP UP TO EIEv 1e4.0 FOR TES ALLAN BLOCK WALL TO BE CONSTRUCTED ,. 1 / l '' �� 'l •,' SCALE 1" = 30' O CP \ — TOP I60.5 - PRIOR TO SIL TA TION POND 6" k 8' lE 156.50 CITY BENCHMARK 31-L: C _50� O BRASS SURFACE MONUMENT AT THE CENTERLINE Q - - - INSTALL STRAW ,., CLEARING LIMIT OF MILL POND DRIVE AT THE FIRST STREET TO LJi (TYP.) / ll - THE WEST OF MILL POND DRIVE. I BALES . r i e7 V Na ", \ fLEV 21286 dLL r L r r i v � -; SEE SHEET 7 FOR - o° Ne r' r��f 1! tL r IS 4r o n �., .,11 - r FAC NO. 0011-94 NOTE: A GEO TECHNICAL ENGINEER MUST � � �. � � o • � "�'7 -, A � W TESCP SECTION T- L ;;; sue THESE PLANS ARE APPROVED F' 8f PRESENT AT THE.,SITE TO ro" a � �' 1— /�' lr f P 7 xL1 t 1- 90 PERMANENT 8" �' PROVIDE MONITORING DURING THE - e `' \ �''� CONSTRUCTION PROCESS . / r Ti u'pr wn r�a'STI!B. CITY OF N AOUBURNCEE WITH THE NGINEERING V ADS N- t2 (SEE __-- - p�'�`� / S , r q,:;.,.. �i\ DIVISION'S REQUIREMENTS PROFILE, SHEET 6) -,l / -r :,,- .� - - NOTE: ALL CLEARING AND GRADING - DATE: 4 ,.TO THAT AREA EAST ..—�— _ — — � _ � .o�� --- �' APPROVED: a u W GRA7E SIL T FENCE TO BE LIMITED T r 1 TOP 1315t OF FILTER FENCE _ 3 a ,, .-I �_ah �I ��Jm / o < i 'I , D - •'so PERMANENT EROSION CONTROL SEED MIX TEMPORARY EROSION CONTROL SEED MIX ' < U B IE 128.50 l 0 p w SEED MIX FERTILIZER HYDRAULIC SEEDING SEED MIX FERTILIZER HYDRAULIC SEEDING (Zj z w 3 Y _ 5% PERENIAL RYE p pa 25% ALTA FESCUE 35Z CREEPING RED CUE U p20Z CHEMNG FESCUE < _ 15Z ANNUAL RYE 300 LBS/ACRE 1500 LBS IOX PERENIAL RYE 320 LBS/ACRE 700 LBS/ACRE /ACRE 1 I IOZ CHEMNCS FESCUE 10-20-20 35Z COMMON RYE 16-20-20 SHEET - `/- 8Z COLONIAL BENTCRASS O 60 LBS/ACRE _ 77 KENTUCKY BLUEGRASS ?E3 O 125 LBS/ACRE OF 1 NUMBER 93-209 L r + 4 SEC , 31 TWP 21 N., RGE. .. 5 E., W.M. rV __p40 r d rr m r f 2 z 30 - _. - - 0 i z i I _ 7\\ I - 8" X-6`TEE MJ X FL r ,. _.I _C`M ARSY..PER STD DETAIL \_ `. _ _ _ F NO2'07'S2 E- WAFH l _ �_ - \\ _ - - o --_ __- -ice 8" GA7F ✓ACNE (FLrMJJ` \ _ " N002D'22-"E-PLAT 9+9lH.503'-RI_ --- - -� /I o 0 Vbr�U'�_: �� C 1y < � f - � __ __ '__ r --'- -- - --__.____ \. -. ., -. -.. _. \ ... - .__ Pn4'nrT�� uea,r vRlr., .Ic: > < z JOB—___ \\ __ F'\r: 5 � RFt iF r i P -` -.._-___ - - _- �'_\ 08*15?2 'E -_.. _ __ _ 7 _ 5 O ?7 SSMH r s" x 6^rE AIJ X('LAt � ss 0 < a _ m FF-209.4W_CO FA STY PERCSIN DETAIL WA H-7 �� � S MEGALUGS-AND--SHACK ES -_ OFF 14.H \ _ 1 SAN:.LO 17+63.70, r _ p( Vn �_, FF 21B.7 7 1 -_� �... qTJ `. ., `' IY1 Vl Y •i+� ��c7 a 1L 2 4 SAN CO - .- _ I I+ SAN. CD-� `\�.,i FF \\_ � .. da. UN - FF /94,, 1 6 1_ 193.9� I `,.} _ 'O -.... 1 LL 00.4 ZO / 44. \.,� p DEFLECT PIPE JOINTS 2 9 SI F,?,255 ._.. �(J:yIIAX. PER JOINTJ`. z x �, - SAN. Lb 2J 3.2 ` �� ..:: __ W ._ - - ..... _-'_ �. . Af11/ r 10-6 PVC EE�J F '\...` ": .i, \';' _ l -Sa19 v o� 4 rp — ROAD A 1! \\ SAN. CO Q i" WATER METER-A L -_ r 4 y -365-8" PVC' TAB? LINNEID \N '`. r lil SG' ,X 'I o �`v �a m D.l. CC 7 - - - ' SER 1 - " AT A M 2�6J 2B5'-8" D.l. CZ 2 -- '� - � _- o sr�FOR-BUILDING$_6 TH i l J. _ -6 W 9ti - +7 .50. J' RT :., S D6"5 VC .... 4 0. R �G i - 8" X 45' BEND 'MJJ MEGALUG AND SHACKLES �bx •' �, v G I ` h�5+ f� F- 8 ,50 1 V ,I>' 8+0761• 76' RT -� ..' .. �. �� ` � �oC '. v ' � �� - 6�IE 2/J � �p ,. '•. �- � ddv � \. r m FALL FF AT LOW POINT OFMAIN U _ W o N. 0 W CONCRE I - FH AS Y PER STO -- -�.-�. � .p G•�D G' �<Z' '�p/x �� /3\6. 5 � � a DETAIL WA f -i .`\ +PO s�... P� V1 ZO 00 .-yr 5�s 5 C p �J+SJJ6, I ' RT'. _-.__._. _ of ;. � `7 ., :•? �� '_ .,,0\� 9 d9 d5 I1�1' r ,, _ 3 6AN. CO D \\\ T9p S+6MH 18 RI.7a o� _.- .-... D I CL 52 v' � 62'-6" PVC ; 5 .� s� m. � r I , � �� yr I - 8" GATE VALVE 7+4370• m r ° .,.. l IBs.O SSMH . 6 q3'..,,. . a Ago S AMHze a6 s v 0 STA 10+55 a ry ry4 \11\ ml 6� rL i 12'x8' TAPPING TEE II AND GATE VALVE i' SSMH 6 I I III - 7+15.50, 11. ' L r �\ PER STD DETAIL . -. J EPLACE G S-L44J � � �' 1 SAWCUI AND R I - 8" X 11.25' BEND (MJXPE) I - 8" X 45' BEND (MJ) Z MEGALU SAND SHACKLES " Ty0 �' .� 0 ''1 � u 6+904 569' LT 10'� q,\� F �p rV 1 - "y Q 135,I�C` z �52 e � 97 :. Z O+JI \\� D +./ I - B" X 45' BCND MJ H� 8 B MEGALUGS AND SHACKLES J ll • \ `. o ' 12' WIDE UTILITY ACCESS DRIVE 43'-6" PVC B '� 4+54.88 -O.59' LT m / `�l�O.J C \ -�- i 7 \ LS (REINFORCED EARTH - SEE (n rt 5=0070 ` -1_� �r`' ARCHITECTS PLAN) ZBM 31-t Q 5+46.76 , :: Sp 3` C 4ELEV 272,86a � �' 9�S _ / - B' X 6""�. - •MJ X FL � ��I'u 11 r� ' '', ni I - s\. V AY�y ly '-7r ry J 1\ � � SAN CO �W WAFN / BLS ING . I• I H X 6 Ef MFOrDETAI ��� ST 9A 25 VAL P LL £ - 6 . 6 IE 78 r' -,0 A 7�FH:(SSY PER STD DETAIL W CONCRETE BLO SING m ♦ i I ,y.�' l 17 APP / NM t "Gu70 !. FH',A S) PER L �, Y. \ 5+56.74, 10�4"LT WAFH 1 � I � I � FF ''V 9 ° 7U7`'; SSMH 5 3+ 5 Rt °J�T A - - .. � I 4 SA N'GA' R CE E +94 a, e6a RT - A 1 I-8"x a5' BEND ( J) ° , Y 4TD TAIL S 2" W TER METER AND 2" W TER 1 \ SERVICE FOR COMBINE'SPRINKLER % w �, 111 \ \' I _ 8" X it-1 4' END MJxPE MECALU6S & SHAG fS i AND BUILDINGS USE:' TYPICAL FOR f ///Y N F 2+14.76r 6.95 LT --- rV 2'rs C7 - � FOR BUILDINGS ! 'THRU 5J - -� /jrll � ( I Ir 1 X 22-I/2' END MJ _ y0 d ' \\` i B X 45' BENQ'(MJ : •' � / � � I I � �- J - 0 MfCA UCS ND SHA KLES - - - 0 5+86.77, I1.85,?L r I J !r II V 0+30 N � 1 SCALE 1" = 30' w - / /� I �� ! � � _ COCA H A$SHOWN \ _ 6A(lf CO 136.IO •NOTE: SPRINKLER LINE SIZING AND EXACT LOCATION J Z -� - ALLAN BLOCK WALL 1TK L n TO BE CONFIRMED BY BUILDER. Q r ! \ W BSB F . L CCESS -RIVE \ �� ��CH RCD SAKI J� �F� r SEE ALIGNMENT SHEET 15 OF 15 FOR LOCABON OF Z m V ", a� WATER AND SEWER EASEMENTS \ r \ �: \�v SM 1 LPbt: `� sD ^p - f// Q 80 LUC - - ATE uOVE EX75nNG'M�NH _ \.� ~.•� �4r r + '<. \ R'M 1 LL _ _7` c +CITY BENCHMARK O L: -'RE BRASS SURFACE MONUMENT AT 1HE CENTERLINE SEOF PROP Sf0-PME I \ � " O I� L', L1- JS ' c OF MILL POND DRIVE A7 THE FIRST STREET TO PIPE, BGlNG-EDEMA/NDER \`.. 'S % © � ry^, 0 'b.39 V u 5E-rJ,1A z ELEV. 21285 THE WEST OF MILL POND DRIVE. \,\\ONCRETE -E�,1..7 cc1a/Q h yy U 3rU l r . — _ 90 �,�, �r_5D_ _SENERt� � r�Pod ENGINE€RS SlED AND Ro<.D : SE-E' aHcV'1-' �3 UNLESS SIG»ED AND DATED / .- 547 58` ftkl rI<7 `+O'^ Q P� AwA OdXi m Dry . cnoN AND Cam' s4Nc 1 o ` oe sylyT� . r a a TFA.p R o E aTCH EReYSE.HR ffr w�i6 RYA 4 � � a.. w p � a £ C fa s�.TSr bnN T+T€,Pft 4 W ED ;tru.R A.,H FAC NO. 0011-94 o a l�l 1 .J j 11 VER .4 - ifl 0B.�9P'vA61[E f�M ME .SURF a I tE l' 'HIEN LOCH BASVED' >4' � ; p .J .. o' : .o z z h r Re"g.".THE AS-CONS GTfO Y � Z w 7 U - I n } �ERI I s a; o ry Teals �o \mac 0 w w PR EEyCH,uA AS wrwrd pv TNf APPROVED PLAN T �'� .i.1 y v_ - % �' "" �s /ctsT>�� THESE PLANS ARE APPROVED w = a o --_ _- io _ �� _ I -ELE✓A � E I C E E C tAL R LEo �- 46 s ONgI FOR CONFORMANCE WITH THE o a u o a } �� �- --- - — - - -�_ - I•��%-_ /� '- �' r - r �u exalrrEs: loxzxree CITY OF AUBURN ENGINEERING Is �' SHEET ..,.. _ . : / AH ,MAY A DIVISION'S REQUIREMENTS /.. K C R�OF FOAMIAiXn'1 S - 11 s \ "THESE PLANS ARE AS-BUILT AND THE INFORMATION SHOWN ACCURATELY DATE: /0��/9�i 13 of 15 C N If 5 MF�MMTIfWI_ l5 1 �^ I I \ .� REFLECTS EXISTING FIELD CONDITIONS AS OF THIS DATE: SEPTEMBER 1996". APPROVED: �i..��..� S�� P� JOB NUMBER G,y l 4 -209 ao `16 D 14.6 Y 220 �1 200 0 -..... _ _. ..._- _. i 220 -- - - o N W i z \ FINISH GRADE EXIS 0NC \0' 8" WA O ROAD C GROUND 210r.� o - - - - EXISTING � c31 rc rc GROUND / PROPOSED < n d 190 ----\- - --..._ _ .. EXISTING STORM GRAIN �' - i CAS y ' �I CONNECT TO EX. 210 o O e 12" DJ. WATER�I \ B• --_ -!,_ _ ____�. _ _ � o z \ 3 \ FINISH GRADE \ - ¢ � \ �C COVERN. o N3.. O A R ¢ EXIST. OR J, COVER -� ROAD O -p .....___ RCP STORM O 2l" STORM lE 18J.99 - ¢ c >. I ¢ o yJ o - - a.e17S1-37' vl z -8" PVC - a 180 _._ . ._. ---__ w PVC 5=6-005P o.e Z w O` �:865 , _-- �-_-. SSMH 8 SSMH 9 FAC NO. 0011-94 0.� x ( Top .go- Ile.ZI- --_................_-- --- ------ o s ''ems - aPEYea.6�o-(ou)f� , rOP$30.48 i )LeII_�S THESE PLANS ARE APPROVED 4 -8" IE-FiB:$3(IN ) f�` SSM 2 0; �/r7sOA D-B B E�o24a t /f FOR CONFORMANCE WITH THE E °� cc e SSMH ,) B 6" IE i+0260- IN Let. e lE (IN) q) f4 •7 CITY OF AUBURN ENGINEERING E c rn c 8" lE +38:33 OUT - —BIJ EX 8" PVC / d ¢ M S 0.0070 $OP�66 1ft 7z - - 190 _. . DIVISION'S REQUIREMENTS �.� . o A, o 8" IE+7-�28-(IN)I77.I c > 0 v 8" lE-P7Z7aa(OUT)nL 7 DATE: /1z1,�-14 c, - . E io 170 - -- ENTRYROAD 0 > c ..... _ ------- - - --- - APPROVED: _ -_.__.._ .__ EX-SSM -1' 0 'S c c > TOP /91.9q EX8" IE4P485q 7 0+00 1+00 Ex a" rE .fr6•/71 77 N m +CI rY BENCHMARK 311-C �. BRASS SURFACE MONUMENT AT THE CENTERLINE SCALE: 1 " = 3 0' H 0 R I Z. OF MILL POND DRIVE AT THE FIRST STREET TO n O+OO 1+OO ETHE KEST LEV. 212.86 0E MILL POND DRIVE 1 " = 5 VE R T. a 3 0 c 0 s m 220 ' CAUTION - -- .. - - - -- LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE / •''Ill I OR ALL INCLUSIVE. IT IS THE CONTRACT RS RESPONSIBILITY-TO FIE6_ ...-VERFF-Y-LOCATI N - - -- ... - - - -- -- - - I- - - ' - - - -- --- - �� — - -- --- --' Z OF UTILITIES PRIOR TO PROCEEDING WITH / / / CONSTRUCTION. 0 H 210 / r Z -- - 42' AM - / _ -COVER / 0/ w U) GROUNDEXISTING FINISH GRADE // 52 J 0 ROAD // / / Gl Q 200 , - - - ' oJ )AOro 68" 9 LELU - - -- - R .B PROFl / _ _ SSMH 8 c") W�It TOP 468:34 p6827 J /I/ �_ 8" IF 2GB,19 (IN)/99.7X p� LU LU IWA ROAD ___ .__ __-/ _ /- � _ _ _--__ Sa0.0353.. I -PBB:BB(O T)N9.LS FINISHGRADE pvc co _._. B" E _ 365'' \ \ TER ENO - �\��- ///// LU 190 \ \ LU rYP) 42" MIN. /VCOVER GATE jLv£ / -6" SIIIB (T)'P. _ - ____....___- _ _ _ _ - \ _ B_D/ WATER Ci 52 _ _—_ _-- _ -_ __ -_ - - PROPOSED �� _ , _ "THESE PL NS ARE AS-BUI T AND THE INFORMATION SHOWN A CURAT p[ sroRM OR w _._ ------ - ---' / REFLECTS XISTING FIELD C NDITIONS AS OF HIS DATE: SEPTE BER t Q M _.. SSMH- ._ - _ - - -_..... -___ - _- - N TR T Q TOP /91. 0 5 8" IE !B .10 (IN) ENGINEER'S STAMP NOT VALID WITHIA THE PARAMETERS LISTED BELOW, THE$ ARE REVISIONS TO PVC / 8" IE I8 .Oo (our) UNLESS SIGNED ND DATED THE APPROVED PLANS FORCONSTRUCTION A REFLECT EXISTIN u- p 46,6 00eie'p VNpe"R 180 O.00f7 / 0.ooL .- -\-. __ --- --_ u" PVC S=P:O85P 2= .tfiM4 T P 7J5'-8" PVC 596-6P51 � 124 / y pAwAg UAi OFL� ANHOLES,CONDITIONS CATCH BASINS, SIDE SfRVIC STUB MARKER$ AN —_ -72'-10"-PVC S=9OL-tSe -- _.._ -- ..- -.._ _. - - --___< ._-_..._ .__---.. _ ._ _ __- . . . .. ._------- -- -- � �0 v / - -_FIBf RANTS WIINLK_TH PRO_PO�EQ_RIGHT-O -WAY WHICH VARY �" - _, - - - - _ ` / PER 570. DETAIL WABO-I - - -- -- - - � - - - - - - - - / Oa MORE THAN F/Vf FEET ROM DESIGN LOCH ON 8A$£D ON A l?S AL S MH 5 // N VERIFI A77ON OF F£A TUR $ OBSERVABLE FROM THE SURFACE, HA V SSMH 4 \ \ `- - - 1 $ MH 3 T -i92.7B- l91.IQ < BEEN REVISED ON THESE TINS. THE A$-CONS RUCTED TOP AND IN RT Ft P 96 Rs /9d.c 7 oP 9a.oo- H1.7 8' IE 099.88•(IN) n9.7; NOTE: WATER CROSSES UNDER �p see» 2� ELEVATIONS WERE DERIVED BY F ELD vfRTICAI iIROFILE TIED TO THE --! "-IE-R7&E3-pN 8" 1E+7909 IN p ,az ( )/7� _ Tom- � �_ _ - ff9�`b/9'rB9 F�` PROJECT BENCHMARK AS OWN ON THE APPROVED PLAN SET. THE ( ) 8' 1E 98. OUT SSMH 8 dd . r0."JE-+-'•a.es7DUr -- ------ - -- ?0'-MIN CLE RANCEIDE - — --- I.- --- -------- __.--- -- _ ---- _RE D--SLOPES. BEZssEEAL_ ZRIICIURf$ ARE CA CLEATED BASED ON_ THE B IE+78:33-(OUT)/7I.42. 8' 1E i66.BP-ON) /So.L9 B" lE-+ease- ou q j AS-CONSTRUCTED INVERT ELEVATONS AND MAYS OR MAY NOT REFLECT � -excwes. 10i22 9e THE ACTUAL SLOPE OF 1}i INSTALLED PIPE, TRIAD ASSOCIATES DOE a u ROAD A PROFIL NOTERTIFY THE ACCURA Y OF THE INFORMATION SUPPLIED BY THE ' 17O CONT ACTOR. EVEN IF $SUCH INFORMATION IS INCORPORATED IN $ s 2 THESE PLANS. o a F w W 5 U � 3 Y W to Q w 0 D U D Lc SHEET 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14 OF 15 JOB NUMBER 4 ; of I � 93-209 $e Y U > m CO O 5 3 b w � � L a ,6Z'ZlS 3,ZS,LO.ZON .OS•ZG u z !ZO. -.� W o � s82 z = •n z o ov .. ./7 � ;� .6Z 4 / y - — ° `L / ' / sac / .rr -�� - --- - - -- --- --- / p i 3zs,Lo.zON3.zsLaio� — �` ,OQV6 3.L$LOLON ,-.._- '. _- _--_ � — � \ �� -- -�� — J Lf,L0.LON _ I` qIJ I T �� � �' r 6L'Y � /h c ",�. "Yo P. ... A, a�<T >-/-. \ c y v a c `IV ^ Ov` v, / /i�,`. `43p A'j o w to 0 nl / fW \�, \ "' �\ � s � �` ,/ my / 1V / o'=> oo > w Q / 0 ._ < p f w T '• � � �•, ,-� �� �_. � �l inn // � ,D� ,/O,y,,,tiJ( ,/ �kq��a � G ;�'�rr /�� 31. Noe z 401; �m h�Ap `ago\1 / li 36lly y�N,. y 90 •. ! Y A'\�` ti2° z��p '1- r)o m py _ r1pi "Y I - ,' o 2 c �. /W�ji - / ory o q ^ p IdI.vi 1 4 < _ D0O v Q - 00 ly.! oorr tumor 0� /per �'/ a/ rnocoo Na rr o •ti o LL JNNN 'i(1 _ MNJ1mO m � M _ ✓I �OMmnJn f0�!Yh• ''/ �� I O \ r I omr Moo - rr rm ,� MNN Uri rimm "+ mn 2� �2gL -Gi i 6/ / �ro I(' W z _ _ Na6'S1 W LLI ionmrm -M'm o'moalnrn o C Bim q �^ Z N ON ; � 6 cI V o oP-naoona 1 ``^i✓ /4e e� y �N d�- I/ \ Q rr oarvpva Hati / � �� i r / '1U w winmmbrni� n sZl ,00. '000'0000'o'�o�'oo'coo o: m �nm �nm �n,n T �y b3 ( Oz o coa000 on000 mozzzzzzz VI NNNN ! N 1NNNNNO r h j ���` / i •(Z J c, a M M M JI M N M W M M VI m N I � IQ Nnrinml� I //ff Z � � Mr ,no mrno - NM -r z I n r V O I o � 0000uoo V -C��- � n Il `y0 3 W u o0o r� I . ".�O to \5'� o rro� IT N� o - �\�: �Z/ �ct� `v Y I ,8S'l4S 3„OZ,SS.00N Y' ENGINEER'S STAMP NOT VALID "THESE PLANS ARE AS- T AND T c INFORM TION SHOWN ACCURATELY w corls7Ruc7£D UNLESS SIGNED AND DATED REFLECTS EXISTING FIELD CO DI1 FS AS OF THI DATE: SEPTEMBER 199E'' o a WITHIN THE PARAMETERS LISTED BELOW, THESE ARE REVISIONS TO n y A. L 00 I I Q THE APPROVED PLANS FOR CONSTRUCTION AND REFLECT EXISTING ` ap wnsy M/ FIELD COND177ONS AS OF OCTOBER 1996. THE HORIZONTAL POSITION OF MANHOLES, CATCH BASINS, SIDE SERVICE STUB MARKERS AND 0 ~ FAC N0. 0071-94 W V FIRE HYDRANTS MrH/N THE PROPOSED RIGH7-OF-WAY WHICH VARY G _ Y W MORE THAN FIVE FEET FROM D£SGN LOCH RON BASED ON A VISUAL ! • V U �.1 p VERIFICATION OF FEATURES OBSERVABLE FROM THE SURFACE. HAVE THESE PLANS ARE APPROVED/ vY < w BEEN REVISED ON THESE PLANS. THE AS-CONSTRUCTED TOP AND INVERT 2gg,q /��' FOR CONFORMANCE WITH THE o o U o LL ELEVATIONS WERE DERIVED BY FIELD VERTICAL PROFILE TIED TO THE ^� 'f¢Irp CITY OF AUBURN ENGINEERING PROJECT BENCHMARK AS SHOWN ON THE APPROVED PLAN SET THE Oa " IONALRE�� DIVISION'S REQUIREMENTS SHEET 0 REVISED SLOPES BETWEEN STRUCTURES ARE CALCULATED BASED ON THE r a AS-CONS7RUCTED INVERT ELEVATIONS AND MAY OR MAY NOT REFLECT l /o'31-YG 15 5 THE ACTUAL SLOPE OF THE INSTALLED PIPE, TRIAD ASSOCIATES DOES EZFIflE& 10/22198 l DATE L OF v m NOT CERTIFY THE ACCURACY OF THE INFORMATION SUPPLIED BY TH£ l CONTRACTOR, EVEN IF SUCH INFORMATION IS INCORPORATED IN / APPROVED: JOB NUMBER THESE PLANS. _ 0 n m P F Gn5 Is i T STRUCTURAL NOTES qw4{��Df a �6 W 1.0 GENERAL 2.4 BACKFILL AND STRUCTURAL FILL MATERIAL - PER GEOTECHNICAL 4.2 RELATED 110RIK i e o a N THESE STRUCTURAL NOTES SUPPLEMENT THE DRAWINGS, ANY ENGINEER S. CONCRETE WALL UNITS SHALL HAVE A MINIMUM NET 28 DAY A. SECTION 3.0 - MECHANICALLY STABILIZED EMBANKMENT WITH C. ONLY HAND-OPERATED COMPACTION EQUIPMENT SHALL BE ,��0 w O DISCREPANCY FOUND AMONG THE DRAWINGS, THESE NOTES, AND THE A. IMPORTED FILL CONSISTING OF CLEAN WELL-GRADED SAND OR COMPRESSIVE STRENGTH OF 3000 PSI. THE CONCRETE SHALL ALLEN BLOCK FACING. ALLOWED WITHIN 3 FEET OF THE BACK SURFACE OF THE ALLAN SITE CONDITIONS SHALL BE REPORTED TO THE ENGINEER, WHO SHALL GRAVEL WITH 3" MAXIMUM SIZE AND WITH NO MORE THAN 5% HAVE A MAXIMUM MOISTURE ABSORPTION OF 5 PERCENT. BLOCK WALL UNITS. < a CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE PASSING THE NO. 200 BASED ON WET SIEVING THE SOIL 4.3 REFERENCED STANDARDS CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE FRACTION PASSING THE 3/4" SIEVE, SHALL BE USED WHERE C. UNITS SHALL HAVE ANGLED SIDES CAPABLE OF CONCAVE AND D. BACKFILL SHALL BE PLACED FROM THE BACK OF THE FACE d = AT THE CONTRACTOR'S RISK. THE CONTRACTOR SHALL VERIFY AND NATIVE SOILS ARE NOT APPROVED BY A GEOTECHNICAL CONVEX ALIGNMENT CURVES WITH A MINIMUM RADIUS OF 3.5 A. SEE SPECIFIC GEOGRID MANUFACTURERS REFERENCE STANDARDS. BLOCK TOWARD THE EMBANKMENT TO INSURE THAT THE GEOGRID o y COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO ENGINEER FOR USE AS BACKFILL APPROVAL OF BACKFILL FEET. NOTE: WHERE APPLICABLE, FOR STRAIGHT WALLS. USE REMAINS TAUT. Z PROCEEDING WITH ANY WORK OR FABRICATION. THE CONTRACTOR IS SHALL BE OBTAINED FROM A GEOTECHNICAL ENGINEER. NON-ANGLED STRAIGHT SIDE CAP UNITS. 4.4 DELIVERY, STORAGE AND HANDLING RESPONSIBLE FOR ALL BRACING AND SHORING DURING CONSTRUCTION E. TRACKED CONSTRUCTION EQUIPMENT SHALL NOT BE OPERATED B. FOR CONDITIONS WHERE BACKFILL 15 TO BE COMPACTED (I.E. 3.7 UNIT INSTALLATION A. CONTRACTOR SHALL CHECK THE GEOGRID UPON DELIVERY TO DIRECTLY ON THE GEOGRID. A MINIMUM BACKFILL THICKNESS 1.1 CODES OVER GRID OR AS STRUCTURAL FILL) THE FILL SHALL BE ASSURE THAT THE PROPER MATERIAL HAS BEEN RECEIVED. OF 6 INCHES IS REQUIRED PRIOR TO OPERATION OF TRACKED PLACED IN 8 INCH LIFTS AND COMPACTED TO A DENSE AND A. THE FOUNDATION SHALL BE PREPARED PER SECTION 2.2. VEHICLES OVER THE GEOGRID. TURNING OF TRACKED VEHICLES ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE UNYIELDING CONDITION TO MINIMUM DRY DENSITY OF 90% OF B. GEOGRIDS SHALL BE STORED ABOVE -20 DEGREES FAHRE.NHEIT. SHOULD BE KEPT TO A MINIMUM TO PREVENT TRACKS FROM REQUIREMENTS OF THE JURISDICTION AND: 1991 UNIFORM BUILDING THE MODIFIED PROCTOR PER ASTM D-1557 OR AS DIRECTED BY B. THE FIRST COURSE OF CONCRETE WALL UNITS SHALL BE PLACED DISPLACING THE FILL AND DAMAGING THE GEOGRID. CODE (UBC), AS AMENDED AND ADOPTED BY THE LOCAL JURISDICTION THE GEOTECHNICAL ENGINEER. ON THE FOUNDATION. THE UNITS SHALL BE CHECKED FOR LEVEL C. CONTRACTOR SHALL PREVENT EXCESSIVE MUD, WET CEMENT, AND THE STATE OF WASHINGTON; A.C.I. 318; A.I.S.C. 9TH AND ALIGNMENT. THE FIRST COURSE IS THE MOST IMPORTANT EPDXY AND LIKE MATERIALS WHICH MAY AFFIX THEMSELVES TO F. RUBBER-TIRED EQUIPMENT MAY PASS OVER THE GEOGRID EDITION; AND A.I.T.C. 2ND EDITION. 3.0 MECHANICALLY STABILIZED EMBANKMENT (MSE) WITH ALLAN BLOCK TO INSURE ACCURATE AND ACCEPTABLE RESULTS. THE GRIDWORK, FROM COMING IN CONTACT WITH THE GEOGRID REINFORCEMENT AT SLOW SPEEDS. SUDDEN BRAKING AND SHARP FACING MATERIAL. TURNING SHALL BE AVOIDED. 1.2 SOIL DATA - PER GEOTECHNICAL ENGINEER C. INSURE THAT UNITS ARE IN FULL CONTACT WITH BASE. 3.1 DESCRIPTION D. ROLLED GEOGRID MATERIAL MAY BE LAID FLAT OR STOOD ON 5.0 DRAINAGE 1.3 SOIL PROPERTIES: D. UNITS ARE PLACED SIDE BY SIDE FOR FULL LENGTH OF WALL END FOR STORAGE. A. WORK INCLUDES FURNISHING AND INSTALLING MODULAR BLOCK ALIGNMENT. ALIGNMENT MAY BE DONE BY MEANS OF A STRING A. DRAINAGE AND/OR FILTER FABRIC MUST BE PROVIDED PER FREE DRAINING FILL PHI = 36 DEGREES RETAINING WALL UNITS AND GEOGRID TO THE UNES AND LINE OR OFFSET FROM BASE LINE. 4.6 SUBWTTALS THESE NOTES AND THE DETAILS. INSTALLATION SHOULD BE PER WT. = 120 PCF GRADES DESIGNATED ON THE CONSTRUCTION DRAWINGS AND AS TYPICAL CONSTRUCTION PRACTICES. ALL DRAINS ARE TO BE TO SPECIFIED HEREIN. E. FILL ALL VOIDS AT UNITS WITH UNIT FILL MATERIAL AND A. SAMPLES OF ALL PRODUCTS USED IN THE WORK OF THIS DAYLIGHT. IMPORTED BACKFILL PHI = 36 DEGREES PLACE THE GEOGRID PER SECTION 4.0. SECTION. WT. = 135 PCF B. WORK INCLUDES PREPARING FOUNDATION SOIL, FURNISHING AND OLD RAILINGS INSTALLING CRUSHED ROCK BUTTRESS, FREE DRAINING UNIT F. SWEEP ALL EXCESS MATERIAL FROM TOP OF UNITS AND INSTALL B. LATEST EDITION OF MANUFACTURERS SPECIFICATIONS FOR NATIVE SOILS PHI = 36 DEGREES FILL AND BACKFILL TO THE LINES AND GRADES DESIGNATED ON NEXT COURSE. INSURE EACH COURSE IS COMPLETELY UNIT PROPOSED MATERIALS, METHOD OF INSTALLATION AND UST OF RAILINGS AT THE TOP OF WALLS SHALL BE BY OTHERS AS REQUIRED WT. = 138 PCF THE CONSTRUCTION DRAWINGS. FILLED, BACKFlLLED AND COMPACTED PRIOR TO PROCEEDING TO MATERIAL PROPOSED FOR USE. BY THE U.B.C. OR THE LOCAL JURISDICTION. BEARING = 4000 PSF NEXT COURSE. C. WORK INCLUDES FURNISHING AND INSTALLING ALL APPURTENANT 4.0 QUALITY ASSURANCE - SEE SECTION 3.5 2.0 SITE WORK AND MATERIALS MATERIALS REQUIRED FOR CONSTRUCTION OF THE RETAINING G. LAY UP EACH COURSE OF BLOCK PER THE MANUFACTURERS WALL AS SHOWN ON THE CONSTRUCTION DRAWINGS. GUIDELINES. 4.7 PRODUCT DESCRIPTION 2.1 EXCAVATION - PER GEOTECHNICAL ENGINEER ALLAN BLOCK MSE WALL CONSTRUCTION 3.2 REFERENCE STANDARDS H. AS APPROPRIATE WHERE THE WALL CHANGES ELEVATIONS, UNITS A. GEOGRID PRODUCTS SHALL BE HIGH DENSITY POLYETHYLENE EXCAVATE FOR WALL BASE DOWN TO THE LINES AND GRADES SHOWN ON CAN BE STEPPED WITH GRADE OR TURNED INTO THE EMBANKMENT EXPANDED SHEET OR POLYESTER WOVEN FIBER MATERIALS, n DRAWINGS OR TO FIRM UNDISTURBED MATERIAL. AREAS OVER- A. ASTM C90-85 HOLLOW LOAD BEARING MASONRY UNITS. WITH A CONVEX RETURN END. PROVIDE APPROPRIATE BURIED SPECIFICALLY FABRICATED FOR USE AS SOIL REINFORCEMENT. MSE GEOGRID PLACEMENT E EXCAVATED SHALL BE BACKFlLLED WITH STRUCTURAL FILL PER UNITS ON COMPACTED LEVELING PAD IN AREA OF CONVEX WALL WALL WALL GEOGRID GEOGRID INITIAL LAYER FINAL SECION 2.4. OVER EXCAVATION SHALL NOT BE PAID FOR, AND B. ASTM C140-75 SAMPLING AND TESTING CONCRETE MASONRY RETURN END. B. GEOGRID SHALL BE MANUFACTURED BY HUESKER, INC. (OR HEIGHT HEIGHT TYPE LENGTH TYPE LAYER SPACING LAYER REPLACEMENT WITH COMPACTED FILL AND/OR WALL SYSTEM UNITS. OTHERS AS APPROVED BY THE STRUCTURAL ENGINEER) OF THE (H)FT BLOCKS L ABOVE BLOCK 4 4 OF BLOCKS ABOVE BLOCK COMPONENENTS WILL BE REQUIRED AT THE CONTRACTORS EXPENSE. 3.8 GEOGRID AND BACKFILL PLACEMENT - SEE SECTION 4.0 TYPE SHOWN ON THE DRAWINGS HAVING THE PROPERTY THE CONTRACTOR SHALL BE CAREFUL NOT TO DISTURB EMBANKMENT C. ASTM C145-85 SOLID LOAD BEARING CONCRETE MASONRY UNITS. REQUIREMENTS AS DESCRIBED WITHIN THE MANUFACTURERS MATERIALS BEYOND THE LINES SHOWN. 3.9 CAP INSTALLATION - VMERE REQUIRED PER THE ARCHITECT SPECIFICATIONS. 4.01 7 MSE 3.00 35/20-20 4 N/A 4 O 3.3 DELIVERY, STORAGE AND HANDLING 2.2 FOUNDATION SOIL PREPARATION - PER GEOTECHNICAL ENGINEER A. PLACE ALLAN BLOCK CAP UNITS PER MANUFACTURER 4.1111 WALL ERECTION - SEE SECTION OL A. CONTRACTOR SHALL CHECK THE MATERIALS UPON DELIVERY TO GUIDELINES. 4 4 820-20 !) n A. WHERE FOUNDATIONS ARE TO BE PREPARED WITH FILL, ASSURE THAT PROPER MATERIAL HAS BEEN RECEIVED. 4.9 GEOGRID INSTALLATION 6.30 11 MSE 4.50 35/ y,. I MATERIALS SHALL BE APPROVED BY A GEOTECHNICAL ENGINEER. B. AS REQUIRED, PROVIDE PERMANENT MECHANICAL CONNECTION TO NATIVE SOILS. WITH A GEOTECHNICAL ENGINEERS APPROVAL, B. CONTRACTOR SHALL PREVENT EXCESSIVE MUD, WET CEMENT, WALL UNITS WITH CONSTRUCTION ADHESIVE OR EPDXY, APPLY A. THE GEOGRID SOIL REINFORCEMENT SHALL BE LAID OR SELECT IMPORTED SOILS, SHALL BE PLACED IN 8 TO 10 EPDXY, AND LIKE MATERIALS WHICH MAY AFFIX THEMSELVES, ADHESIVE OR EPDXY TO BOTTOM SURFACE OF CAP UNITS AND HORIZONTALLY ON COMPACTED BACKFILL CONNECT TO THE 8.59 15 MSE 5.50 35/20-20 4 4 B INCH LIFTS AND COMPACTED TO A DENSE AND UNYIELDING FROM COMINGI N CONTACT WITH THE MATERIALS. INSTALL ON UNITS BELOW. CONCRETE WALL UNITS BY PLACING THE GEOGRID BETWEEN 20-20 12 N A N A `o 00 35 /� CONDITION WITH A7 LEAST 907. OF THE MAXIMUM DRY DENSITY COURSES OF WALL UNITS. PULL THE GEOGRID TAUT, AND 6. U � AS DETERMINED BY ASTM D-1557. THE FOUNDATION SOILS C. CONTRACTOR SHALL PROTECT THE MATERIALS FROM DAMAGE. 3.11 SPECIAL CONSTRUCTION NOTES ANCHOR BEFORE BACKFILL IS PLACED ON THE GEOGRID. 6.50 80 30-20 4 N/A N/A O SHALL BE TO THE PITCH AS SHOWN ON THE CONSTRUCTION DAMAGED MATERIAL SHALL NOT BE INCORPORATED INTO THE 10.89 19 MSE 6.50 35/20-20 8 4 12 eb v DRAWINGS, OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. RETAINING WALL STRUCTURE. A. THE SYSTEM SHALL BE WELL DRAINED PER THE PLANS AND THE B. SLACK IN THE GEOGRID AT THE WALL UNIT CONNECTIONS SHALL 7.50 35 20-20 16 N/A N A CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT THE BE REMOVED. 7.75 80 30-20 4 N/A N A B. FOUNDATION SOILS SHALL BE EVALUATED BY A GEOTECHNICAL 3.4 SUBMITTALS SYSTEM REMAINS WELL DRAINED DURING CONSTRUCTION. W ENGINEER TO DETERMINE THAT THE ACTUAL FOUNDATION SOIL C. GEOGRID SHALL BE LAID AT THE PROPER ELEVATION AND 13.18 23 MSE 7.75 35/20-20 8 4 16 STRENGTH MEETS OR EXCEEDS THE ASSUMED DESIGN STRENGTH. A. SAMPLES OF ALL PRODUCTS USED IN THE WORK OF THIS B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE WALL DURING ORIENTATION AS SHOWN ON THE CONSTRUCTION DRAWINCS OR AS 8.50 35/20-20 20 N/A N/A SOILS NOT MEETING REQUIRED STRENGTH SHALL BE REMOVED SECTION. (TO THE OWNER.) CONSTRUCTION. HEAVY EQUIPMENT SHALL NOT BE OPERATED ON DIRECTED BY THE ENGINEER. 8.75 80 30-20 4 N/A N/A M QI DD AND REPLACED WITH ACCEPTABLE MATERIAL APPROVED BY THE HE TOP OF THE WALL. ALL EQUIPMENT SHALL MAINTAIN SPEEDS 15.47 27 MSE 8.75 35/20-20 8 4 20 C m GEOTECHNICAL ENGINEER. B. LATEST EDITION OF MANUFACTURERS SPECIFICATIONS FOR THAT DO NOT CAUSE SEVERE VIBRATIONS. D. CORRECT ORIENTATION (ROLL DIRECTION) OF THE GEOGRID g,75 35 20-20 24 N A N A /^ J w 01 PROPOSED MATERIALS, METHOD OF INSTALLATION AND LIST OF SHALL BE VERIFIED BY THE CONTRACTOR. 10.00 80 30-20 4 4 8 v, J C. OVER-EXCAVATED AREAS SHALL BE FILLED 'NTH APPROVED MATERIAL PROPOSED FOR USE. C. THE CONTRACTOR SHALL RE-ESTABLISH VEGETATION AFTER Lj COMPACTED BACKFILL MATERIAL PER SECTION 2.4. BACKFILL IS PLACED. E. TO PRETENSION GEGGRID, PULL GEOGRID TAUT TO EUMINA,TE 17.76 31 MSE 10.00 35/20-20 12 4 24 Z Z 3.6 QUALITY ASSURANCE LOOSE FOLDS. STAKE OR SECURE BACK EDGE OF GEOGRID PRIOR 11.00 35 20-20 28 N A N/A Q 0 O 2.3 IMPORTED FREE DRAINING UNIT FILL MATERIAL - PER GEE07ECHNICA. 4.0 GEOiim CONSTRUCTION TO AND DURING BACKFILL AND COMPACTION. 00 80 30-20 4 4 ENGINEER A. SOIL TESTING AND INSPECTION SERVICE FOR QUAUTY CONTROL 11. F TESTING DURING EARTHWORK OPERATIONS WILL BE SUPPLED BY 41 DESCRIPTION F. FOLLOW MANUFACTURERS GUIDELINES RELATIVE TO OVERLAP 20.05 35 MSE 11.00 35/20-20 12 4 28 ��11 A. FILL FOR UNITS AND DRAINAGE SHALL BE CLEAN, FREE THE OWNER. REQUIREMENTS OF UNIAXIAL AND BIAXIAL GEOGRIDS. 12.50 35/20-20 32 N/A N8A 2 DRAINING CRUSHED STONE 3/4" TO 2% OR COARSE GRAVEL, 3" J Z Kq KQ�I A. WORK INCLUDES FURNISHING AND INSTALLING GEOGRID MAXIMUM SIZE, WITH NO MORE THAN IL PASSING THE IN 200 3.0 CONCRETE UNITS REINFORCEMENT, UNIT FILL. AND BACKFILL TO THE LINES AND 4.10 FILL PLACEMENT IIIJ Y = 3 SIEVE BASED ON SET LIEVING THE SOIL FRACTION PASSING GRADES DESIGNATED ON THE CONSTRUCTION DRAWINGS. CONDITIONS: Wall Batter = 3 DEGREES Allowable Bearing = 4000 PSF i THE 3/4' SIEVE. A. CONCRETE MASONRY UNITS SHALL BE ALLAN BLOCK 3' RETAINING A. BACKFILL MATERIAL SHALL BE PLACED IN 8 OR 10 INCH JETS WALL UNITS. AND COMPACTED TO 92%. OF MODIFIED PROCTOR ASTM D-1557 Soil Friction (PHI) = 36 Deg. Surcharge = 0 PSF � B. WORK INCLUDES FURNISHING AND INSTALLING ALL APPURTENANT ( ) U B. PLACE RECOMMENDED FILL IN AND BEHIND THE WALL UNITS AS OR PER THE GEOTECHNICAL ENGINEER. Soil Unit Wt. = 138 PCF Q ` SHOWN ON THE CONSTRUCTION DETAILS AND IN AREAS OF MATERIALS REQUIRED FOR CONSTRUCTION W THE GEOGRID DRAINAGE BEHIND THE RETAINING SYSTEMS. REINFORCED SOIL RETAINING WALL AS SHOWN ON THE B. BACKFILL SHALL BE PLACED. SPREAD, AND COMPACTED III SUCH O O Y CONSTRUCTION DRAWINGS F A MANNER THAT MINIMIZES THE DEVELOPMENT OF SLACK OR J 4d LOSS OF PRETENSION OF THE GEOGRID. MSE refers to a Geogrid Reinforced Wall O m >1 7 � GEOGRID LONG TERM DESIGN STRENGTH N Z m a O SOIL PROPERTIES PER STRUCTURAL GLOBAL STABILITY AND WALL < � M TYPE CAPACITY NOTES TO BE VERIFIED. DESIGN TO BE CHECKED BY 0I +I +I +I +I +I +I �I +I oI HUESKER 35/20-20 322 LB THE GEOTECHNICAL ENGINEER o a TYPICAL ALLAN BLOCK J J ul 01 01 of of of of 01 0l +1 ±1 HUESKER 80/30-20 2815 LB/FT 3' WALL BLOCKS FzI FI FI FI FI FI FI FI FI oI LEVEL FINISHED GRADE uj P F DESIGN STRENGTH IS PER GRI GGR(4) AS 114DICATED IN THE ABOVE WALL (TYP.) O NI �1 NI NI NI NI lal NI NI o~il "GEOTECHNICAL FABRICS REPORT 1993 1 SPECIFIER'S GUIDE'. WWM Y "I °I 9 �I p Q 1 1 1 1 1 1 1 1 195 of 195 I (7-A d GEOGRID PER Q m f. J 7� a' 1 1 a - " V W TABLE ; I HUESKER FORTRAC1 p 190 I _ 190 w GEOGRID PLACEDABOVE BLOCK # INTO < PER TABLEG185 1 L t SOILS IM I GEOTECH . - . . - . . - . . - . . - . - . _ . -. - IFINAL GRADE . . . - . . - . - . . - . - . . - . . . . . - . . - . . - . . - __ _ . . .._180OF BACKFILL - _ . - - . _ " GEOG MAXIMUMG' - - 3 EOGRD SPACN. - - . . - . . - . . - . . - . . - . . �_ . . - . . - . - - . - . __ . - . - - G. - . . - . . - . . . . . . . . - - -._ . . . . - . 4'0 SCREENED WEEP HOLES 0- - - - - - - - 12'-0" O.C. UM. - . . - . . - . . - . . 1175I - . . . . - . . - . . - . { - . . - . } . . - . . - . . - 175 12' AL. -_ . - - - - ..- . ..- - . . - . . - - - - - . . - . . - 1 -I I -- - - - - LEVEL FINIS �1 OF NIT F LL NCEDIGRADE PERHE a, U C CUT PER KO D170 �- - ... ...._ ... _ _-__ _ - _ -_ _ 170 PLAN ,tu. i a, PER STRU T. N SCH_ �,:..,.u(-- - 8"0 PERF. PVCO� -IDRAIN TO DAYLIGHTO } •w ' cell, PER GEOTECH Z m. . . . - . - . . - . . - . : - - - - W 165 LLI LI XIST. GRADE I ASSUMED BRG.I I - I - MIN EMBED. OF WALL s 1 a <?. , � ZU' Z w ED �3 -- I - 1 LAYER I HT. OR 1 BLOCK 1 0 W K 160 GEOGRID LENGTH L - . - 1 - - MIN. PER TABLE LL C) O �O 12" K 24' CRUSHED AGGREGATE 155 BASE COURSE OR PER GEOTECH THESE PLANS ARE APPROVED FOR zr SUBMITTAL SET ONLY NOTE: THE CONFORMANCE WITH THE CITY NOT FOR CONSTRUCTION BEARING LAYER DEPTH AND WALL BASE OF AUBURN ENGINEERING DIVISION' THESE DRAWINGS ARE SUBJECT TO ELEVATIONS ARE APPROX. AND MAY BE REQUIREMENTS I REVISIONS PENDING LOCAL JURISDICTIONAL ADJUSTED TO REACH BRG. SOILS IN THE REVIEW FIELD. FAC NO. 0011-94-GRADDII-9 ALL FINISHED GRADES SEE TABLE FOR NOTE' DATE l e, 2v 4_ PER PLAN. GEOGRID CALLOUTS WALL ELEVATION LOCATIONS AND ELEVATIONS OF TOP OF � SCALE 1/8"=1'-0" WALL STEPS MAY BE ADJUSTED IN FIELD APPROVED:I L-P^'✓^'1,�+C TYPICAL WALL TO MATCH FINAL GRADES. ORP A n d e r s o n - P ® y t o n Structural Engineering Consultants