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HomeMy WebLinkAbout02D1653Cr w m w a 0 0 Cu N m m LO N L rT 3 ID C0 En L En 4N Q r L 0 LM CV 0 rn 0 z Q J w Y Q J r- s N 0 00 L0 N 0 W N 3 0 N 0 ilzQ, O N a �o L0L0 ;L0 Z N W' J ly�j k GRAPHIC SCALE 100 0 50 100 200 ( IN FEET } 1 inch = 100 ft. GENERAL CONSTRUCTION NOTES AS REFERENCED FROM THE CITY OF AUBURN 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT/APWA) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION," LATEST EDITION EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF CITY OF AUBURN STANDARD CONSTRUCTION NOTES, DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER TELEPHONE AND TELEVISION). 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POKIER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 8. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON -SITE STORMWATER RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSION/SILTATION CONTROL PROCEDURES. 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES. 10. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WI'P,�5TRVGHT, A t INCHES 12N OUT FROM THE EDGE OF EXCAVATION.L JOINTS L UNIFORM EDGES 2 BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION (CSS-1). 11. TIME LIMIT RESTRICTIONS WITHIN EXISTING RIGHTS -OF -WAY WILL BE APPLICABLE AND DETERMINED AT THE PRE -CONSTRUCTION MEETING. 12. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CITY'S STANDARD DETAIL NO. TRSP-1. 13. POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF FIVE FEET (5'). 14. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 15. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY, TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. 16. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DRAWINGS" REQUIREMENT. 17. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHES (14N) WITHOUT ADDING NEW SECTIONS. 18. ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PAVING, AND CONFORM TO THE CITY'S STANDARD ADJUSTMENT DETAIL NO. STFG-1. ALL UTILITY CASTINGS OUTSIDE OF PAVED AREAS SHALL BE INSTALLED WITH A CONCRETE COLLAR AROUND THEM. 19. PVC MANHOLE ADAPTERS OR APPROVED EQUAL SHALL BE USED TO MAKE ALL CONNECTIONS OF SDR21 OR 35 PVC PIPE TO MANHOLES OR CATCH BASINS, MANHOLE CONNECTIONS OF SDR21 MUST USE COR-N-SEAL BOOTS. 20. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12'6" FOR SDR 21 OR 35 PIPE. 21. BEDDING FOR PVC, CONCRETE, AND DUCTILE IRON PIPE SHALL BE 5/8 INCH MINUS CRUSHED ROCK, SIX INCHES (6") MINIMUM UNDER, TO SIX INCHES (6") MINIMUM OVER THE PIPE, AS PER THE CITY OF AUBURN STANDARD DETAIL NO. GEPT-2. 22. REFER TO AUBURN STANDARD TRENCH EXCAVATION AND BACKFILL DETAIL Nos. GEPT-1, AND GEPT-2, FOR CONSTRUCTION PROCEDURES. 23. ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE BANK RUN GRAVEL, FOR TRENCH BACKFILL PER SECTION 9-03.14. 24. PIPE TRENCH BACKFILL MATERIAL WITHIN THE IMPROVED RIGHT-OF-WAY SHALL BE 5/8 INCH MINUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET, AS PER CITY OF AUBURN STANDARD DETAIL GEPT-1. 25. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH APPROVED PLANS. ANY CHANGES FORM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY OF AUBURN. CONSTRUCTION SEQUENCE 1. CALL ONE -CALL LOCATE FOR THE LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN (1-800-424- 5555). 2. HOLD PRECONSTRUCTION CONFERENCE WITH CITY OF AUBURN. 3. INSTALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AS IDENTIFIED ON GRADING AND TE.S.C. PLANS APPROVED BY PIERCE COUNTY UNDER SEPARATE PERMIT. 4. CALL CITY OF AUBURN FOR TESC INSPECTION. 5. CONTRACTOR AND DEVELOPER WILL BE RESPONSIBLE FOR ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY. 6. GRADE ROADWAY 7. INSTALL SANITARY SEWER SYSTEM. 8. INSTALL STORM SYSTEM. 9. INSTALL WATER SYSTEM. 10. INSTALL ALL OTHER UTILITIES. 11. CLEAN CATCH BASINS BY REMOVING SEDIMENT AND DEBRIS. 12, HYDROSEED ALL DAYLIGHT SLOPES AND OTHER AREAS TO REMAIN UNWORKED. 13. PAVE ROADWAY. 14. VERIFY STABILIZATION OF SITE. 15, CALL CITY OF AUBURN FOR SITE INSPECTION. T.E.S.C, MEASURES SHALL NOT BE REMOVED WITHOUT APPROVAL OF THE CITY INSPECTOR. LAKELAND HILLS WAY - PHASE 2 COVER SHEET NORTHEAST 1/4 OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. CITY OF AUBURN, FIERCE COUNTY, WASHINGTON ADDMONAL GENERAL NOTES - 1. CATCH BASINS NOTED WITH SOLID LID SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD DETAIL SSFC-1 AND MARKED "DRAIN". 2. SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD SIDEWALK DETAIL STSW-1 AND/OR STSW-2 AS APPLICABLE. 3. CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD WHEELCHAIR RAMP DETAIL STSW-4 OR AS SHOWN ON PLAN. 4. CURB CUTS FOR RESIDENTIAL DRIVEWAYS (IF ANY) SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD DRIVEWAY DETAIL STDW-1 (EXACT LOCATION TO BE DETERMINED AT TIME OF CONSTRUCTION). 5. RESIDENTIAL DRIVEWAY WIDTHS AND LOCATION (IF ANY) SHALL BE IN ACCORDANCE WITH THE CITY OF AUBURN STANDARD DRIVEWAY WIDTH AND LOCATION DETAIL STDW-3. 6. STREET SURVEY MONUMENTS SHALL BE LOCATED AS NOTED ON PLAN AND CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS POURED IN PLACE MONUMENT TYPE A MODIFIED STANDARD DETAIL STMT-1. 7. ALL PIPES SHALL BE CONSTRUCTED IN TRENCHES MEETING CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS TYPICAL PIPE TRENCH STANDARD DETAIL GEPT-2. 8. TELECOMMUNICATION UTILITIES SHALL BE PLACED IN THE 10' UTILITY EASEMENT BEHIND ROW AS NOTED ON PLAN AND CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS TELECOMMUNICATION CORRIDOR TRENCH STANDARD DETAIL GEPT-3. - N HA 9. THROUGH CURB INLET FRAME AND GRATES L BE CONSTRUCTED IN SHALL ACCORDANCE WITH KING COUNTY STANDARD DWG. NOS. 44 AND 45 OR EQUAL AS APPROVED BY ENGINEER PRIOR TO CONSTRUCTION. 10. ROCK WALLS (IF ANY) SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD ROCK WALL DETAIL GERW-1. it i /gyp U4 W WATERFORD AREA 1 P4 (0 I CO 7 N� 6 .AREA 5 i HEATHERWOOD i i NAME__DATE��ti LEGAL DESCRIPTION A STRIP OF LAND 63.00 FEET IN WIDTH SITUATE IN THE NORTHEAST QUARTER AND THE SOUTHEAST QUARTER OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M., BEING MORE SPECIFICALLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M.; THENCE NORTH 88'34'43" WEST ALONG THE NORTH LINE THEREOF A DISTANCE OF 808.02 FEET TO AN INTERSECTION WITH A NON -TANGENT CURVE CONCAVE NORTHWESTERLY TO WHICH INTERSECTION A RADIAL BEARS SOUTH 73'41'20" EAST SAID CURVE HAVING A RADIUS OF 1,030.00 FEET, THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE PASSING THROUGH A CENTRAL ANGLE 0F 00 564 0 A DISTANCE OF 16.98 FEET TO THE BEGINNING OF A COMPOUND CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 430.00 FEET, THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE PASSING THROUGH A CENTRAL ANGLE OF 37'44'40" A DISTANCE OF 283.27 FEET, THENCE SOUTH 55'00'00" WEST 166.23 FEET; THENCE SOUTH 53'05'27" WEST 149.66 FEET, THENCE SOUTH 55'00'00" WEST 208.95 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 35.00 FEET; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE PASSING THROUGH A CENTRAL ANGLE OF 84'32'04" A DISTANCE OF 51.64 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 912.00 FEET, THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE PASSING THROUGH A CENTRAL ANGLE OF 14'45'40" A DISTANCE OF 234.96 FEET; THENCE SOUTH 14'46'24" EAST 1,130.64 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 14'46'24" EAST 277.88 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 4,381.50 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE PASSING THROUGH A CENTRAL ANGLE OF 05'04'04" A DISTANCE OF 387.54 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 25.00 FEET, THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 89'21'00" A DISTANCE OF 38.99 FEET, THENCE SOUTH 09'03'20" EAST 50.00 FEET TO A POINT ON A NON -TANGENT CURVE CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 25.00 FEET AND TO WHICH POINT A RADIAL BEARS NORTH 09'03'20" WEST, THENCE WESTERLY AND SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 89'20'59" I � r � AUBURN OO p ` � I Y' W w is , w � 6n !OLIVE AVE S.E. ` t y. CO ` A VE KENNED Y SE Q _'` LAKELAND HILLS Qcn Q AVE SE S �' Y � SITE uAKE�AR �p"POSED} KJNG w w CRABTREE Q DR. S.E. SE AUBURN AVE -' E VALLEY ALGONA PACIFIC r Z'� A DISTANCE OF 38.99 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE WESTERLY, HAVING A RADIUS OF 4,381.50 FEET, THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 01'01'40" A DISTANCE OF 78.59 FEET, THENCE SOUTH 82'37'21" WEST 63.00 FEET TO A POINT ON A NON -TANGENT CURVE CONCAVE WESTERLY, HAVING A RADIUS OF 4,318.50 FEET, AND TO WHICH POINT A RADIAL BEARS NORTH 82'37'21" EAST; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 01'19'55" A DISTANCE OF 100.39 FEET TO A POINT ON A NON - TANGENT CURVE CONCAVE SOUTHWESTERLY, TO WHICH POINT A RADIAL DATUM BEARS NORTH 39'06'08" EAST, SAID CURVE HAVING A RADIUS OF 34.50 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A NAD27 (CITY OF AUBURN) CENTRAL ANGLE OF 39'23'50" A DISTANCE OF 23.72 FEET TO A POINT OF USGS (PIERCE COUNTY) CURVATURE OF A NON -TANGENT CURVE CONCAVE WESTERLY, TO WHICH POINT A RADIAL BEARS NORTH 81'08'40" EAST, SAID CURVE HAVING A RADIUS OF 4,298.00 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 00'23'50" A DISTANCE OF 29.80 FEET TO A POINT OF CURVATURE OF A NON -TANGENT CURVE CONCAVE NORTHWESTERLY, TO WHICH POINT A RADIAL BEARS SOUTH 17'48'49" EAST VICINITY MAP SCALE 1 " = 1 /4 MILE BENCHMARK BRASS MON. AT SE CORNER OF B.N.R.R. BRIDGE SPANNING THE STUCK (WHITE RIVER) (REFERRED TO UNDER PIERCE COUNTY DATUM AS B.M. 0-11 (USGS) STD. DISK STAMPED "100 1913" ELEVATION = 100.42 (CITY OF AUBURN) ELEVATION = 100.049 (PIERCE COUNTY) SAID CURVE HAVING A SAID RADIUS OF 34.50 FEET, THENCE ALONG THE ARC OF T.B.M. SAID CURVE THROUGH A CENTRAL ANGLE OF 39'23'50" A DISTANCE OF 23.72 FEET TO A POINT OF CURVATURE OF A NON -TANGENT CURVE CONCAVE HUB AND TACK 137t FEET NORTH AND 77t FEET SOUTHWESTERLY, TO WHICH POINT A RADIAL BEARS NORTH 80'36'04" EAST, WEST FO THE INTERSECTION OF 62ND ST. S.E. AND SAID CURVE HAVING A RADIUS OF 4,318.50 FEET; THENCE NORTHWESTERLY LAKELAND HILLS WAY S.E. - ELEVATION = 577.15 ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 05'22'28" (APEX PT. # 31) A DISTANCE OF 405.08 FEET, THENCE NORTH 14'46'24" WEST 70.09 FEET TO A POINT ON A NON -TANGENT CURVE CONCAVE SOUTHERLY, TO WHICH POINT A RADIAL BEARS NORTH 32°53'03" EAST, SAID CURVE HAVING A RADIUS OF SHEET INDEX 34.50 FEET; THENCE WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 39'19'28" A DISTANCE OF 23.68 FEET, THENCE NORTH 14'46'24" WEST 25.73 FEET TO A POINT OF CURVATURE OF A NON -TANGENT SHEET 1 COVER SHEET CURVE CONCAVE NORTHWESTERLY, TO WHICH POINT A RADIAL BEARS SOUTH SHEET 2 ROAD & STORM DRAINAGE PLAN STA. 53+57 TO STA. 58+50 23'06'23" EAST, SAID CURVE HAVING A RADIUS OF 34.50 FEET; THENCE SHEET 3 ROAD & STORM DRAINAGE PLAN STA. 58+50 TO STA. 62+00 NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 39'19'28" A DISTANCE OF 23.68 FEET; THENCE NORTH 14°46'24" SHEET 4 ROAD & STORM NOTES AND DETAILS WEST 156.26 FEET, THENCE NORTH 75'13'36" EAST 63.00 FEET TO THE POINT SHEET 5 CHANNELIZATION PLAN OF BEGINNING. SHEET 6 SANITARY SEWER AND WATER PLAN STA. 53+57 TO STA. 58+50 i SHEET 7 SANITARY SEWER AND WATER PLAN STA. 58+50 TO STA. 62+00 SHEET 8 SANITARY SEWER AND WATER NOTES AND DETAILS • --- ��//,,C . AREA 3 P4 H17CA s ra �,SHEi�T 2 AND 6 �._� Ii-z' LAKELAND HILLS AY CB AREA FOXWOOD � AREA i WEDGEWOOD i ONE -CALL NOTE: #1-800-424-5555 BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS FURNISHED BY OTHERS AND VERIFIED WHERE POSSIBLE BY FEATURES LOCATED IN THE FIELD. APEX ENGINEERING, ASSUMES NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS, OR FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO THE DESIGN. FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE �Itgfoo CITY ENG EE DATE LEGEND a PROPOSED SIDEWALK PROPOSED ASPHALTIC PAVEMENT PROPOSED CENTERLINE PROPOSED EASEMENT PROPOSED FLOWLINE EXISTING STORM DRAIN TYPE A CATCH BASIN EXISTING CATCH BASIN EXISTING SANITARY SEWER MANHOLE & MAIN PROPOSED CATCH BASIN PROPOSED STORM DRAIN TYPE It CATCH BASIN PROPOSED SANITARY SEWER MANHOLE & MAIN PROPOSED ROOF DRAIN CLEAN OUT PROPOSED TEE PROPOSED HORIZONTAL BEND PROPOSED AIR RELEASE VALVE PROPOSED FIRE HYDRANT PROPOSED GATE VALVE PROPOSED WATER METER PROPOSED REDUCER PROPOSED BLOW -OFF ASSEMBLY RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CO STRCC RECORDS BY: DATE: TITLE/POSITION.: G7 rt � • L+-Ct� CONFIRMED BY CITY DATE: 01-12L02 2.-2f-oo EXPIRESs 11-07-0& PROJECT REF: FAC. 98-0016 2/2 8 00 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: ail ic�o 0 3 0 r= w fY o a Nz9,a W 7 ~ a N ..",. 0 w a� = w Q U ; � c, m o (� � o N Z uj 9z Lu 3 U W <L w x � � Q J Z w w O o co W 0 0 U Q w Z a Q o W 7 � 0 L 3 (6 3 0 0 0 w o Z c Q o W ►- �cz :z) o Cl W c S � 5 LQ � LO d <v - DATE SEALED W A /CFI, WAS t2 � GIST _1 �Q 18379 <v NAL EXPIRES1 1-31- N CW C3 ..I CL I >- CO OD OD Q Cr w U Imp X o z4 w¢ Q w" C Q Cf) uj J 111 W Q w J W 9 J U OTId o rn cn �rlo ��� r`} p N 0 C M 4L C o U) U) LL_ O N It ¢ 0� M H � SHEET 1 OF 8 FILE NO 25715 LAKELAND HILLS OA D )6C3 Ln Ln H Ir w m w IL 574 590 :ol GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. Wl LAUUtK UN IML VVL31 STA 52+88.80, 12.74' RT RIM = 574.21 t (FIELD VERIFY) IE - 12" PVC = 566.72 IE (E) 24--CONC. = 566.02 IE (S) 24'` CONC. = 565.92 IE (N) 30�i CONC. = 565.42 1.0% GRADL �� I I j I I Ii I I ' I I 570 I I I r- — I L.J 560 Ln 53+00 54+00 UTILITY CROSSINGS LAKELAND HILLS WAY - PHASE 2 PUBLIC ROAD AND STORM NORTIqEA3T 1/4 OF SECITON 6, TOWNSHIP 20 NORTH, RANC3E 5 EAST, W.M- CITY OF AUBURN FIERCE COUNTY, WASHIIVGTON i 55+00 F—F PIPE INVERT ELEV. PIPE CROWN ELEV. Q 571.96 (WATER) 570.53 (STORM) 92 573.27 (STORM) 572-00 (WATER) 93 572.60 (WATER) 571.34 (STORM) ® 573.71 (WATER) 572.62 (STORM) 575.55 (WATER) 574.42 (STORM) CB#1 (PER FOXWOOD DESIGN) STA 10+66.49, RIM = 575.52 LE. (E) 15" OUT = 572.80 56+00 NOTE: UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. FOXWOOD 57+00 NOTE: STORM DRAINAGE CONVEYANCE PIPE WITHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS SD SHALL BE ONE OF THE FOLLOWING MATERIALS: PIPE TYPE COVER PVC, SDR-21 >18" PVC, SDR-35 >3' PLAIN CONCRETE PIPE (12" 0) >3' ASTM C-14 REINFORCED CONCRETE PIPE (>12"O) >18" ASTM C-76 DUCTILE IRON PIPE CLASS 50 OR 52 >6" PER PRELIMINARY WEDGEWOOD DESIGN (D.B.M. CONSULTING ENGINEERING). RIM = 585.95 I.E. (E) 18" OUT = 576.00 40 LF 18" 0 SD ® 6.73% TEMPORARY CAP OR PLUG I.E. = 574.92 } 15" IN = 37-2.48 5-42.3­4 12" IN = .c'� 542 . e>Z W) 18" IN = "57ZZ3 "'4' '')-4 21" OUT = 571.98- '3-4 1.0Z 58+00 1-.2y-00 WASy, v> z 58 EXPIRES; 11-07-D0 RECORD DRAWING CERTIFICATION PROJECT REF: FAC 98 - 0016 A42 2 THESE DRAWINGS CONFORM TO THE CONTRACTOR'S C),IST N RECORDS THESE PLANS ARE APPROVED FOR CONFORMANCE WITH BY: THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. DA E. �' �� TITLE/POSITION: �� � ��' Approved By Z.�'-�'�'� CONFIRMED BY CITY ` --- DATE. Date Approved: 3f / /46 G?1510 1% LLi V) 0 J 4 7 Cl M Q � w o� i w Q j U �r w � 3 O Q 3 z ~ W L p X U CoL_ g V O Z3 Q, Z Q LJ (n Qco Q Z g N (n ck� S > 5 Cle: � � � L'} DATE SEALED Z`1 - 00 EXPIRES; 1-31- O 2— U Q � a J 0. z Q z CN Jq UCLaU J CC asp C J NA L; C)J u' uj C Z m oaC X OL Lu W W J q w CL J U ox 0 Jlld O 0) 0') CA r- a _ .� `=rnto oo rC 4- s� n 0 C14 Cm a-' � C 0 L Q V Li. o �- (0 d o� U � � a to Ln mown SHEET 2 OF 8 FILE NO 25715 LAKELAND HILLS 16,C3 {- 4 Pf SI"� Zo"r °1 rT- m w 0 O O Cll O 0 LD a CD C- CM tD Cr7 I 4, U7 U Q / 0 3 / LC7 / 0 0 Z a 111 Y J / O 00 N L� n N ti s n N d W N q o� �00 ZLO N N X o� J N Q Ui 3 �o �Ld ;LO N Q, J Q � >c GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. LAKELAND HILLS WAY - PHASE 2 PUBLIC ROAD AND STORM NORTHEAST 114 OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. CITY OF AUBURN, PIERCE COUNTY, WASHINGTON MINOR ARTERIAL 59+00 60+00 61+00 62+00 GRADING AND EROSION CONTROL NOTES AS REFERENCED FROM THE CITY OF AUBURN 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED RETENTION OR DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES, TO INSURE THAT SEDIMENT LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. 2. THE DETENTION SEDIMENTATION (RETENTION IF INFILTRATION SYSTEM IS USED) AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL POND SHALL REMAIN IN PLACE UNTIL THE PERMANENT STORM SYSTEM IS IN PLACE AND OPERATIONAL. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FORM THE CITY. 5, ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTY AND DRAINAGE WAYS MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL 1 TO SEPTEMBER 31, AREAS AT FINAL GRADE AND THOSE WHICH ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN 10 DAYS. FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOIL WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREA OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. 1. PREVIOUS CLEARING AND GRADING WORK FOR THIS SITE WAS PERFORMED UNDER SEPARATE PERMIT APPROVED BY PIERCE COUNTY ON 9/21/98. THOSE PLANS, ENTITLED LAKELAND HILLS WAY PHASE 2, CLEARING, GRADING, AND TESC PLAN, SHOULD BE REFERENCED FOR DETAILED INFORMATION REGARDING THE EROSION CONTROL FACILITIES FOR THIS AREA INCLUDING POND CROSS SECTIONS AND CONTROL STRUCTURE DESIGN. THE EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED EROSION AND SEDIMENT CONTROL PLANS SHALL BE IN PLACE PRIOR TO COMMENCING ADDITIONAL WORK. REPLACE, REPAIR, AND MAINTAIN UNTIL SITE IS STABILIZED PER CITY OF AUBURN DEVELOPMENT STANDARDS, 2. NO UNCONTROLLED SURFACE WATER SHALL BE ALLOWED TO DISCHARGE FROM THE SITE DURING CONSTRUCTION. 3. NO RUNOFF SHALL BE ALLOWED TO DRAIN TO THE PROPOSED CONVEYANCE SYSTEM UNTIL APPROVED BY THE CITY OF AUBURN. 4. CONTRACTOR SHALL COMPLY WITH THE APPROVED EROSION CONTROL PLANS AND INSTALL ADDITIONAL EROSION CONTROL MEASURES AS NECESSITATED BY FIELD CONDITIONS TO ENSURE NO UNCONTROLLED SURFACE WATER LEAVES THE SITE AND TO LIMIT THE AMOUNT OF EROSION. 5. EROSION CONTROL MEASURES SHALL NOT BE REMOVED UNTIL SITE IS STABILIZED AND ONLY WHEN ALLOWED BY THE CITY OF AUBURN. STORM SEWER CONSTRUCTION NOTES AS REFERENCED FROM THE CITY OF AUBURN 1. THE CONTRACTOR SHALL OBTAIN ANY NECESSARY STORM LINE CONNECTION PERMITS FROM THE CITY OF AUBURN, PRIOR TO CONSTRUCTION. 2. ALL STORM DRAINS WITHIN THE DEVELOPMENT SHALL HAVE STENCILED: "DUMP NO WASTE - DRAINS TO EITHER "STREAMS," "WETLANDS," OR "GROUNDWATER" AS APPLICABLE. UTILITY CROSSINGS PIPE INVERT ELEV. PIPE CROWN ELEV. �6 580.88 (WATER) 578.30 (STORM) O 580.34 (WATER) 579.33 (STORM) 581.19 (WATER) 578.59 (STORM) 581.55 (WATER) 579.55 (STORM) NOTE: UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. NOTE: STORM DRAINAGE CONVEYANCE PIPE WITHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS SD SHALL BE ONE OF THE FOLLOWING MATERIALS: PIPE TYPE COVER PVC, SDR-21 >18" PVC, SDR-35 >3' PLAIN CONCRETE PIPE (12"0) >3' ASTM C-14 REINFORCED CONCRETE PIPE (>12"0) >18" ASTM C-76 DUCTILE IRON PIPE CLASS 50 OR 52 >6" Lu w Y Q J w z 0 0 z Or m Q 0 I�- C:> � U J n_ US 0 W N N Ct w m "o EXPIRES- 11-07-D0 NAME DATE -2 -oL RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CO TRU ON RECORDS B Y: DA TE: O ZZ TITLE/POSITION: CONFIRMED BY CITY DATE: 6/ PROJECT REF: FAC 98 - 0016 2/28/ad THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By:.PiYr Date Approved: 6 0 z Lu i N 0 � z a -' N N N W ~ N W w D w N Q U 8 vi W CE ti 3 �: g 00 \ N CIO O \ '00 O O 00 N O 00 Ul W N Ld m o i z ? � z z Q �_ Q O O � LLj � U U z O O Cr R � E R L0 Ct rl) N - DATE SEALED I -'Z5 -00 EXPIRES: 1-31- CN g W + Cn coo U ..I Q J 4 � 4 co I _ Cl) to �CGGo �� a- Cn Q Q a. co w U � co ccLL J N `w Uo w " c �_mn°C. 0 Q Z C W Q J Q �W WJ�W J U oTid O a) r- N C O � 0� °° 0O N 41.E C M O L Q 5 o N E 01 o `r U M 6 SHEET 3 OF 8 FILE NO 25715 LAKELAND H ODD 16 rr L1J co LLJ 0 0 0 C1J C,J LC) Cu XD CD L.L- 01 z En U Cl C- C) 3 i Ln Lm Cu i 0 i a z Q J LiJ Y Q 1 1� STA: 54+93.64 OFFSET: 22.00 R T = 34.98 L = 54.96 R = 35.00 A = 89 58'30" 0 CTA- Fg�i7S2 FA GRAPHIC SCALE 10 0 5 10 20 ( IN FEET ) 1 inch = 10 ft. L = 54.99 - R = 35.00 A = 90 01 '30" 11VTX. LAKELAND HILLS WAY AND FOX WOOD RlW SCALE: 1 " = 10' yVnjzP ntAmy LJC 1 HIL_ (FOXWOOD ENTRANCE ONLY) NOT TO SCALE CURB LAKELAND HILLS WAY - PHASE 2 PUBLIC ROAD AND STORM NOTES / DETAILS NORTHEAST 1/4 OF 3ECTt0lV 6, TOWNSHIP 20 NORTH, IMN'CE 5 EAST, W.M. CITY OF AUBUFN11. FIERCE COUNTY. WA3HINGTOiIV 1 VON.w 3'-0„ 6,_6„ \ 4" THICK CONCRETE SIDEWALK (SEE PLANS FOR SIDEWALK LOCATION) 2 � �"4'I' MAX• j`� • 02 FT. FT. 2; � f�� ` :--�-�._ 31'-6" m !�3 ASPHALT CONCRETE ' PAVEMENT CLASS "B" 2" COMPACTED DEPTH U MINIMUM. 03 FT. T. L%20[Bu� U NAME --A D A T E 22'-0" 63'- 0" 31'-6" 22'-0" PROFILE GRADE AND o PIVOT POINT c� .03 Ir ASPHALT CONCRETE PAVEMENT CLASS "E" STORM DRAINAGE 4 COMPACTED DEPTH MINIMUM. SYSTEM AS REQUIRED. GRAVEL BORROW 6" COMPACTED DEPTH MINIMUM. NOTES: 1) FOR SIDEWALK, REFERENCE AUBURN STD. PLAN STSW-1 AND STSW-2. 2) FOR CONCRETE CURB & GUTTER, REFERENCE AUBURN STD. PLAN STCG-1, AND WSOOT/APWA STANDARD PLAN F-1. INTX. LAKELAND HILLS WAY WITH 64TH PL. S.E. AND WEDGEWOOD BOARDS: 8"x 1 "OR 12"x 1" SCALE. 1 " = 10' R/W 9'-6" 20.5' PARK TRACT4 ' II II I I FIXED (PERMANENT, RIGID TYPE 111 BARRICADE 1 MPX' MOVABLE (TEMPORARY) 02 FT. FT. S 2 — TYPE 11I BARRICADE LAKELAND HILLS WAY TYPICAL SECTION STA. 3+53.05 TO STA. 64+50 N. T. S. BARRICADE DETAIL N. T. S. EXPIRES: 11-07-00 BOLTS. 2 PER JOINT 1 /2"x 3" LAG SCREWS. GAL V. 20" 20" POSTS: 4 x 6" MIN. J STRIPING NOTES: 5' MIN, PRESSURE TREATED OR CEDAR PAINTED WHITE BARRICADE NOTES: TYPE 111 WIDTH OF RAIL 8"MIN. 12"MAX. LENGTH OF RAIL 4'MIN. HEIGHT 5'MIN. TYPE OF FRAME POST OR SKIDS FLEXIBILITY ESSENTIALLY PERMANENT ORANGE & WHITE IF TEMPORARY. RED & WHITE IF PERMANENT. REFLECTORIZED. SLANT FORWARD, RIGHT OR LEFT, IN DIRECTION TRAFFIC WILL PASS. SLANT BOTH DIRECTIONS FROM MIDDLE IF TRAFFIC PASSES BOTH ENDS. WIDTH 6" EXCEPT 3" IF RAILS ARE LESS THAN 3' LONG. RECORD DRAWING CERTIFICATION PROJECT REF: FAC 98 - 0016 THESE DRAWINGS CONFORM TO THE CONTRACTOR' CONSTRUCTION RECORDS THESE PLANS ARE APPROVED FOR CONFORMANCE WITH BY: THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. DATE: .l-Z'��62 TITLE/POSITION: �% : •fir Approved By. CONFIRMED BY CITY �— DATE: O / ' - O 0� Date Approved: V 0 ILU �F- `�-lll ao CL C z O N N W o N � co QJ W w w 0 A = U w cA N 0 Q � U � Cc .4 C Q N \ o Q 0 Lu CQ Y Q J Z O m O F� V m O O J Q � r\Ol ci NO lu L z z W 0 W Q e1 n N DATE SEALED 2-" EXPIRES: 1-31- 0 �_ N co U .j �J W� QZ� Q�°= J� ' U CL CO J C!� =U_� z��,Q �mZ W E u- uj w Q � w U 011d O � to �r-o C .� +�rnr7 d °� _ ., 41 ._ � CU Cm r7 1 N �- C � Lil o o d � o� E U ~ d' SHEET 4 OF 8 � No 25715 LAKELAND HILLS 04 Lr) N F- l o �- S 1 3 4,) QK/0 0201663 rr w m w Q a 0 C\i CU N Cl! Ln Cu Cn wr cn U) +.2 CD- O 3 Ln Cv i O Cn 1-1 Y Q J i GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. 53 + 00 CHANNELIZATION / TRAFFIC CONTROL NOTES: 1.) GENERAL: ALL PAVEMENT MARKINGS SHALL CONFORM TO THE REQUIREMENTS OF THE STANDARD SPECIFICA71ONS OF THE CITY OF AUBURN. THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND TO THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, AS ADOPTED BY THE CITY. A.) - ALL PAVEMENT MARKING USED TO SEPARATE OR CHANNELIZED TRAFFIC SHALL BE PER STANDARD DETAIL TRLM-1. RAISED PAVEMENT MARKINGS ARE PREFERRED FOR ARTERIAL STREET CHANNELIZATION. PAINT IMLL BE ACCEPTABLE FOR NON -ARTERIAL CHANNELIZATION. A 4-INCH-WIDE WHITE STRIPE IS PERMITTED FOR FOGLINES IN ALL CASES. B.) - ALL PAVEMENT MARKINGS MUST BE LAID OUT WITH SPRAY PAINT AND APPROVED BY THE CITY ENGINEER PRIOR TO PERMANENT INSTALLATION. APPROVAL MAY REQUIRE A THREE WORKING DAY ADVANCE NOTICE TO HAVE FIELD LAY -OUT APPROVED BY THE CITY ENGINEER OR TO MAKE ARRANGEMENTS TO MEET THE TRAFFIC ENGINEER ON SITE DURING INSTALLATION. 2.) CROSSWALK: ALL CROSSWALKS SHALL BE A PIANO KEY OR LONGITUDINAL BARS CONSISTING OF WHITE THERMOPLASTIC MATERIAL. THE POSITION OF THE CROSS BARS SHOULD BE SPACED IN SUCH A WAY AS TO ALLOW MAJORITY WHEEL TRAFFIC TO PASS IN THE UNPAINTED SPACE. SEE STANDARD DETAILS TRLM-3. 3.) SIGNING: CITY OF AUBURN USES "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES " (MUTCD) AS A GUILDELINE FOR SIGNING EXCEPT AS MODIFIED. A.) - THE BUILDER OR DEVELOPER SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL TRAFFIC CONTROL SIGNS, INCLUDING BUT NOT LIMITED TO STREET NAME SIGNS, REGULATORY SIGNS (INCLUDING STOP AND NO PARKING), WARNING SIGNS, BARRICADES AND BICYCLE/PEDESTRIAN SIGNS AS REQUIRED. (SEE DETAILS TRSP-1 AND TRSP-2.) 4.) CONSTRUCTION AREA TRAFFIC CONTROL THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND MAINTAIN ALL SIGNS, BARRIERS, WARNING LIGHTS, STRIPING, AND FLAG CONTROL REQUIRED FOR MAINTAINING PUBLIC SAFETY IN CONSTRUCTION AREAS. TRAFFIC CONTROL SHALL BE MAINTAINED AT ALL TIMES WHEN CONSTRUCTION IS IN PROGRESS ON ALL STREETS, AND ACCESS POINTS IN THE CONSTRUCTION AREA. NO CONSTRUCTION AREA TRAFFIC CONTROL ACTIVITIES WILL BE PERMITTED WITHOUT AN APPROVED TRAFFIC CONTROL PLAN. PLANS SHALL BE SUBMITTED TO THE CITY OF AUBURN FOR REVIEW PRIOR TO ANY CONSTRUCTION ACTIVITIES IN THE PUBLIC RIGHT-OF-WAY. 5.) BARRICADES: TEMPORARY AND PERMANENT BARRICADES SHALL CONFORM TO THE STANDARDS DESCRIBED IN SECTION 6C-8 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCO) AND STANDARD DETAIL ST13L-1. A.) - TYPE III BARRICADES MAY EXTEND COMPLETELY ACROSS THE STREET (AS A FENCE). WHERE PROVISION MUST BE MADE FOR ACCESS OF EQUIPMENT AND AUTHORIZED VEHICLES, THE TYPE III BARRICADES MAY BE PROVIDED WITH MOVEABLE SECTIONS THAT CAN BE CLOSED WHEN WORK IS NOT IN PROGRESS, OR WITH INDIRECT OPENINGS THAT WILL DISCOURAGE PUBLIC ENTRY. WHERE JOB SITE ACCESS IS PROVIDED THROUGH THE TYPE III BARRICADES, THE DEVELOPER/CONTRACTOR SHALL ASSURE PROPER CLOSURE AT THE END OF EACH WORKING DAY. LAKELAND HILLS WAY - PHASE 2 CHANNELIZATION PLAN NORTHEAST 114 OF SECTION 6, TOWI 041P 20 NORTH, RANCE .5 EAST W.M. CITY OF AUEKJRN, PIERCE COUNTY WASHINGTON CONSTRUCTION NOTES: O STOP SIGN (RI-1) O STOP BAR - 18" MDE, WHITE, REFLECTORIZED THERMOPLASTIC, OR OTHERWISE APPROVED BY THE CITY OF AUBURN. Lu 0• I 7 2-ZS-00 EXPIRES, 11-07-Co RECORD DRAWING CERTIFICATION PROJECT REF: FAC 98 - 0016 2zzee THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS THESE PLANS ARE APPROVED FOR CONFORMANCE WITH BY. THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMEN TS. DATE: TITLE/POSITION: CONFIRMED 13Y CITY DATE: <74 - Ar Approved By: Date Approved: %i/aa N m is, 16, m A Li w a � z � �c z Q z o N � z d U N Q Chi 0 5 ;A DATE SEALED 2--Z5-d*� EXPIRES, 1-31- Q?, OTId OCR 0) 0) N It U) 3C r_ a +'a)pe) .� �0� .. 0O N 41 LT�1 0 a � �� o -It N E o� v � SHEET 5 OF 8 FILE No 25715 LAKELAND HILLS F-1 01,610 0;1oie1 a Iz LLI w 0 0 0 Cu m m 0 CT7 to a a, Li- LL_ R Q'31, O w T � I h N CD ) Sj u' C/) � 3 q 4 RR 4 O N a Y ' q C_ 3 �[ F� L0 � 4 N LO R, � C:) L11 IZ o I N � �z zN .c _ _I w I Y Q Q � H I 590 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 18-1 18 a 5 I fin' knw ! I I EX. SSMHj 1510-17 STA 53+12.22. 4.35' RT `EX. 1Z GAIE VALVE STA. 53+00.62 INTX. STA. 53+05.26 LAKELAND HILLS WAY S.E. W/ 62ND ST }- _Way .S.Er_— I LAKELAND HILLS WAY - PHASE 2 SANITARY SEWER AND WATER NORTHEAST 114 OF SECTION 6, TOWNSHIP 20 AKWTH, RANGE 5 EAST, W.M. CITY OF AUBURN, PIERCE COUNTY, WASHINGTON z Q -� �<0 - .. LO wj r W Q O 04 ti w U)c) SON ClZo r aC3xuli 580 -� - _-_-. - v)o n z�= Cs1" W m w z V) ++GRADE — _ _-_---- ---- --- ✓R`E . T IAQ PUNS -- _ — — — — — — — — - 16" DIP WATER CLASS 52 - CEMENT LINED (TYP.) �,EX. SSMHi1510-17, TYPE 1 - 48"0 r� h STA = 53+12.22 - 4.35 RT LO "' RIM = 574.64 `n Lo I.E. (N,S) 15" = 557.40 (CTR. OF HANNEL) 53+00 N 00 LO to Ln to 1\ 54+00 UTILITY CROSSINGS PIPE INVERT ELEV. PIPE CROWN ELEV. 0 571.96 (WATER) 570.53 (STORM) 0 573.27 (STORM) 572.00 (WATER) 572.60 (WATER) 571.34 (STORM) ® 573.71 (WATER) 572.62 (STORM) Q5 575.55 (WATER) 574.42 (STORM) STA. 55+42.61 C INTX. FOXWOOD & LAKELAND HILLS WAY ELEV. = 577.07 L%9 IDI D[D) NAME ✓ _DATE ('Zf'6Z CTA C71 Cn nn /n CA' i T\ 1 I I I I II I ti i EXIS 20' � EA ENT I LAKELAND HtLLS,_. VAS' _ STA 53+57.62 to STA W+50 SCALE: 1" = 20' HOR1Z. 1„ = 5' VERT. EXISTING GRADE @ CENTERLINE LO in / n STA. 55+42.61 C INTX. DRIVEWAY & LAKELANC ELEV. = 577.07 Cp( � V_ CM 0 �� LOLO 55+00 42" WIN.; COVER NOTE ON ALL PIPES OVER 15 FEET IN DEPTH, THE ENTIRE TRENDF THE PIPE FS TO -BE B-AC-KFILLEU MTH kPEAT RAVEL, THESE SE ECTIONS OF PIPE ARE TO BE INSPECT BY CITY INSPECTOR FOR CONFORMANCE. 328 LF 15"I PVC SOR35 O O-WX a 1 56+00 WATER CONSTRUCTION NOTES 1� REMOVE EXIST. 12" CAP & 1-16" x 12" TEE (MJxFL) TEMPORARY BLOW OFF ASSY. 1-12" GATE VALVE (FLxMJ) CONNECT TO EXIST 12" DIP WITH THRUST BLOCKING 1-FLANGE COUPLING ADAPTOR 1-12" x 16" REDUCER FLxFL) 1-16" ADAPTOR (FLxMJ) 1-12" CAP (MJ) INSTALL TEMPORARY DOUBLE TEMPORARY BLOW -OFF ASSY. CHECK VALVE BACKFLOW THRUST BLOCKING PREVENTION ASSEMBLY FOR TESTING PER DETAIL SHEET 8 gU 1-16" x 12" TEE (ALL FL) 1-16" x 6" TEE (MJxFL) 2-16" GATE VALVE (FLxMJ) 1-6" GATE VALVE (FLxMJ) 1-12" GAVE VALVE (FLxMJ) 1-6" F.H. ASSY. THRUST BLOCKING THRUST BLOCKING 00 FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE Z,/ia/oo CITY ENVfNEER DATE 7n 1 C C" nin �A RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CON UCTION RECORDS BY: 7N DATE: / -Zy-D Z TITLE/POSITION: CONFIRMED BY CITY DATE. 0/',Lfe-0� 1.115- 00 EXPIRES, 11-07-0D 0 r; to 1 a fW� (01 W a w 0 U wI F- 0 Q co m 0 0 g � c 00 00 \ N \ O C `O z ti c et Q Q yQy t S LO z F— � o U W z Q 3 a Cr a a a a o L0 I") N --- _ ---_-- DATE SEALED I W L+ PROJECT REF: FAC 98 - 0016 �`z gi 00 F THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By: --c Date Approved: on EXPIRES, 1-31- ?j N CIO U Q�� J Q 1=- O J . � 4 w CO ,'.` JCOw ?m3� E -- C) Q w w Q Z J w J U amd O m a'i C 0�a '` V)00`t 4� 41 M 00N 41 � o=Q w ti r 160) NEB 0� U M N. SHEET 6 OF 8 FILE NO 25715 LAKELAND HILLS c� is/o ozn i��s3 rT- w m I_I_I 0 0 0 CN, CV LO Ri 0 ct n ar C_ I- Cn 3-1 C3 I cD cn i co a / L 0 / I3 Cu / 0 Cn I 0 z q J W Y <c J a w N 0 �Ln g N �o �7� O N Q q zN W' Q Lj %w k GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. LAKELAND HILLS WAY - PHASE 2 SANITARY SEWER AND WATER NORTHEAST 114 OF SECTION 6, TOWNSHIP 20 WRTH, MNGE 5 EAST, W.M. j CITY OF AUBURN, PIERCE COUNTY, WASHINGTON I SEE L. 3, PH. 3, 4, AND 5 I FOR ICONTINUATIQN Q i 67 LF 12"0 DIP CLASS 52 47 LF 8" d DI CLASS 52 @ 8.8% STA. 58+50 TO STA. 62+00 SCALE. 1" = 20' HORIZ. 0 c0 � FUTURE PROJECTED � GRAD U —— — -- _' ``' STA. 61+90 2 TYPE 3 BARRICADES 59+00 60+00 61+00 62+00 WATER CONSTRUCTION NOTES 2� 1-16"x 6" TEE (MJxFL) ® 1-12" CAP (MJ) Q 1-16" CAP (MJ) © 1-16" x 12" CROSS (FL) 1-6" GATE VALVE (FLxMJ) TEMPORARY BLOW -OFF ASSY. TEMPORARY BLOW -OFF ASSY. 2-16" GATE VALVES (FLxMJ) 1-6" F.H. ASSY. THRUST BLOCKING THRUST BLOCKING 2-12" GATE VALVES (FLxMJ) THRUST BLOCKING 6 3 a I <o 111 a� 12 o 'h z IQ 7 Q a iC r 0 7 V w 0 � sU z i 0cn�08 (0 w L Q J k ' u m N 4 p c a D Qp -� N L Q z w CO W 0:� 11i Y Q J L zz Z m W U 0 m , Z W O_ Q 7 U V � � Q � G LLJ 0' U� w 7 rr O Cc IL L --)Uulu IJD ID NAME_DATEl-Y Z UTILITY CROSSINGS PIPE INVERT ELEV. PIPE CROWN ELEV. ® 580.88 (WATER) 578.30 (STORM) O7 580.34 (WATER) 579.33 (STORM) 581.19 (WATER) 578.59 (STORM) 9� 581.55 (WATER) 579.55 (STORM) RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S C NST=CTIOA1RDS BY: DATE: I -6 Z. TITLE/POSITION: �h�� h u✓ CONFIRMED BY CITY DATE: D '� EXPIRES: 11-07 pQ FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE ZJzB/od CITY EN NEER DATE PROJECT REF: FAC 98 - 0016 2 2!E THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By: J �R Date Approved: 3100 w w � rn rn O � wi q I-u O h=- � Q a � w z d QO � d Q W ti Q W d d lb Cj_ ck:� DATE SEALED Z _ 2 EXPIRESi 1-31- (� Nuj N co U i°c aL o u- �- rj) ca Cl�Wfj) UCLCc JW w U cc) Z�J w '� O W C-14c Q a°C. cC Qzp 3 J�Q u., w �C w J 0-nd O 0)m ON 't O C 0) M �00;, 41 M 1 N C.J..1 0 Q �L o v N d' O v � i Ln N SHEET 7 OF 8 FILE NO 25715 LAKELAND O;.D )6S3 E 0 0 CD CV O N_ Ln N im CD IL L cm 3 cc cn cn / En ,-� c- U1 ML L O 3 LL7 ti Ln N 0 cn I 0 z 4 J I� Q<r lunTF: THE LSBL DETAILS SPECIFIED BELOW ARE SPECIFIC TO LAKELAND SOUTH PROJECTS SERVED BY BONNEY LAKE WATER AND LOCATED WITHIN THE LAKELAND SOUTH ANNEXATION AREA. THESE DETAILS MAY BE OBTAINED FROM THE CITY OF BONNEY LAKE OR THE CITY OF AUBURN. THESE DETAILS SHALL BE ON THE JOB SITE WHENEVER WATER CONSTRUCTION IS IN PROGRESS. WATER MAIN BLOCKING LSBL-1 FIRE HYDRANT LOCATION LSBL-2 FIRE HYDRANT DETAIL LSBL-3 DEDUCT METER LSBL-4 ADJUSTMENT OF UTILITY LSBL-5 1-INCH AND SMALLER WATER SERVICE LSBL-6 1-INCH AND SMALLER WATER SERVICE MATERIAL UST LSBL-6A 2-INCH AIR & VACUUM RELIEF VALVE LSBL-7 2-INCH BLOW -OFF ASSEMBLY LSBL-8 TEMPORARY BLOW -OFF ASSEMBLY LSBL-9 WATER PLAN NOTES 1. TV CABLE, ELECTRIC AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF FIVE FEET. 2 ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED PROFESSIONAL SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. J. DURING CONSTRUCTION, THE PUBLIC STREETS ADJACENT TO 7141S PROJECT SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION, AS DIRECTED BY THE CITY. 4. PIPE FOR WATER MAINS SHALL BE DUCTILE IRON MEETING ANSI SPECIFICATIONS A-21.51 OF LATEST REVISIONS AND SHALL BE MINIMUM THICKNESS CLASS 52. PIPE SHALL BE CEMENT-UNED, 1N ACCORDANCE WITH ANSI SPECIFICATION A- 21-4 OF LATEST REVISION, 5. ALL WATER MAINS SHALL HAVE MINIMUM COVER OF 42 INCHES. 6. 12" AND UNDER VALVES FOR WATERLINES SHALL BE RESILIENT WEDGE GATE VALVES. VALVES OVER 12" SHALL BE BUTTERFLY VALVES. 7. JOINTS, EXCEPT WHERE OTHERWISE REQUIRED OR SHOWN ON THE DRAWINGS SHALL BE EITHER MECHANICAL -BOLTED TYPE OR PUSH -ON RUBBER RING GASKET TYPE, CONFORMING TO AMERICAN NATIONAL STANDARD A-21.11. & PIPE FITTINGS: PIPE FITTINGS SHALL BE DUCTILE IRON AND SHALL BE THE SAME KIND OF COATING, LINING, AND STRENGTH AS THE PIPE TO WHICH CONNECTED AND SHALL CONFORM TO ANSI SPECIFICATION A-21.10 AND A-21.22 OF LATEST REVISION. 9. HYDROSTATIC TESTS OF THE NEW PIPE LINE SHALL BE MADE IN ACCORDANCE WITH THE "PROCEDURE FOR WATER -PRESSURE TESTING WATER UNES" AND THE LATEST PROVISIONS OF AWWA C-600, EXCEPT AS MODIFIED BY THE CITY OF BONNEY LAKE DEVELOPMENT POLICIES AND PUBLIC WORKS DESIGN STANDARDS, SECTION 4.07(14) AND HEREIN. ALL EQUIPMENT NECESSARY TO MAKE THE TEST SHALL BE FURNISHED BY THE CONTRACTOR, AND THE CONTRACTOR SHALL CONDUCT ALL TESTS UNDER THE SUPERVISION OF THE ENGINEER. PRESSURE TESTS SHALL BE MADE ON ALL PIPING AND APPURTENANCES INSTALLED UNDER THIS CONTRACT, INCLUDING ALL CONNECTIONS TO EXISTING MAINS AT A MINIMUM TEST PRESSURE OF 200 PSI. 10. DISINFECTION OF THE NEW WATER SYSTEM SHALL BE REQUIRED PRIOR TO CONNECTION TO THE EXISTING WATER LINE AND SHALL BE IN ACCORDANCE WITH THE LATEST PROVISIONS OF AWWA C-601, EXCEPT AS MODIFIED BY THE CITY OF BONNEY LAKE DEVELOPMENT POLICIES AND PUBLIC WORKS DESIGN STANDARDS, SECTION 4.07(14). 11. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL BE PER STANDARD DETAILS LSBL-6 AND LSBL-6A. 12. SERVICES SHALL BE A MINIMUM 314 INCH AND SHALL CONFORM TO THE STANDARD DETAILS LSBL-6 AND LSBL-6A. 13. BLOCKING FOR VERTICAL AND HORIZONTAL BENDS SHALL BE PER CITY OF BONNEY LAKE STANDARD DETAILS NO. LSBL-1. 14. FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO CITY OF BONNEY LAKE STANDARD DETAILS NO. LSBL-2 AND LSBL-3. 15. CONTRACTOR SHALL OBTAIN ANY NECESSARY WATER METER/SERVICE PERMITS FROM THE WATER PURVEYOR PRIOR TO CONSTRUCTION. 16. ALL VALVE BOXES IN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE IN ACCORDANCE WITH THE CITY OF BONNEY LAKE STANDARD DETAIL NO. LSBL-5. 17. WATER SERVICES SHALL BE PER DETAILS LSBL-6 AND LSBL-6A. LOCATION OF WATER SERVICES SHALL ONLY BE CHANGED AS REQUIRED DURING CONSTRUCTION, UPON AUT14ORIZA7101V OF THE CITY. THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN THE EXACT LOCATIONS ARE DETERMINED. 18. BLOW -OFF VALVES SHALL BE CONNECTED TO THE WATER MAIN PER LS8L-8 OR LSBL-9 AS APPLICABLE 19. WATERLINES SHALL BE LAID TO THE GRADES AND ELEVATIONS SHOWN ON THE DRAWINGS AND SHALL NOT BE CHANGED WITHOUT CITY APPROVAL. 20. BACKFLOW DEVICES REQUIRED WITH FIRE PROTECTION AND IRRIGATION SYSTEMS, AND TO BE INSTALLED PER THE CITY OF BONNEY LAKE DETAIL NO. LSBL-4 AS APPLICABLE. 21. STREET CURBS SHALL BE PAINTED NTH FORMULA WID-Yl (YELLOW) 15 FEET EACH SIDE OF ALL FIRE HYDRANTS, AS DIRECTED BY THE CITY. 22. ALL WATER MAINS SHALL HAVE A BLOWOFF ASSEMBLY AT LOW POINT AND AN AIR VACUUM RELIEF VALVE AT HIGH POINT OF MAIN. AIR AND VACUUM RELIEF VALVE SHALL BE PER CITY OF BONNEY LAKE STANDARD DETAIL NO. LSBL-Z BLOWOFF ASSEMBLY SHALL BE PER CITY OF BONNEY LAKE STANDARD DETAIL NO. LSBL-& 23. WATER LINE CONSTRUCTION SHALL CONFORM TO THE CITY OF BONNEY LAKE DEVELOPMENT POLICIES AND PUBLIC WORK DESIGN STANDARDS CONTRACTOR REQUIRED TO POSSESS THE LATEST REVISION OF SAID STANDARDS DURING CONSTRUCTION. 24. ALL DEFLECTIONS OF DUCTILE IRON PIPE TO BE PER MANUFACTURER'S RECOMMENDATIONS SANITARY SEWER CONSTRUCTION NOTES 1. THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRESSURE TREATED 2 X 4, FOUR FEET (4') LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET (3'). THE LOWER END SHALL HAVE A 2 X 4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE THE EXPOSED ONE FOOT (1') SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH OF THE SIDE SEWER OR TEE SHALL BE INDICATED IN BLACK PAINT ON THE 2 X 4. 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 3. UNLESS OTHERWISE APPROVED, ALL CONNECTIONS TO EXISTING SEWER MAIN IWTH NEW TEES SHALL BE DONE BY THE CITY OF AUBURN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATION, PIPE INSTALLATION, BACKFILL AND PAVEMENT RESTORATION. 4. ALL SIDE SEWERS ARE STATIONED FROM THE PRECEDING DOWNSTREAM MANHOLE. 5. ALL SIDE SEWERS ARE 6" PVC 0 2% MINIMUM UNLESS OTHERWISE NOTED. STUBS ARE TO EXTEND TEN FEET ONTO EACH LOT WITH A MINIMUM DEPTH OF FIVE FEET. A CLEANOUT SHALL BE PLACED AT THE AFOREMENTIONED POSITION ON ALL STUBS SEE THIS SHEET FOR TYPICAL SIDE SEWER CONNECTION DETAIL. LAKELAND HILLS WAY -PHASE 2 SANITARY SEWER AND WATER NOTES AND DETAILS NORTHEAST 114 OF 3EC77C7N d TOWfVSHIP 20 NORh( RANGE 5 EAST, W.M. GTY OF AID, PIERCE COIMrtYY, WABHM(;TCXJ A TTACH 4" DISCHARGE HOSE 4" GALV, 90' BE 4" GA TE ' 4" GALV. IRON PIPE THREADED LENGTH 1 i. IRON PIPE ED LENGTH TO FIT 4" 90' WITH 4" CLOSE NIPPLE BETWEEN CAP/BLIND FLANGE AND 4" 90' BEND PROVIDE CONCRETE THRUST BLOCKING (NOT SHOWN) 4" TEMPORARY BLOW OFF ASSEMBLY N. T.S. FOR NEW 8" MAIN: 8"x4" REDUCER (FLxFL) FOR NEW 12" MAIN: 12"x8" REDUCER (FLxFL 8"x4" REDUCER (FLxFL) FOR NEW 16" MAIN: 16"xl2" REDUCER (FLxF 12"x8" REDUCER (FLxFL 8"x4" REDUCER (FLxFL) NEW WATER MAIN FLANGE COUPLING ADAPTER. J SIZE AS REQUIRED TO MATCH NEW WATER MAIN 2" PRESSURE TESTING ASS'Y, 4" BLIND FLANGE W/ 2" IPS TAP 2" PIPE (SxS) LENGTH TO FIT 2" GATE VALVE (SxS) FOR EXIST. 8" MAIN: 8"x4" REDUCER (FLxFL) FOR EXIST. 12" MAIN. 12"x8" REDUCER (FLxFL) 8"x4" REDUCER (FLxFL) FOR EXIST. 16" MAIN. 16"xl2" REDUCER (FLxFL) 12"x8" REDUCER (FLxFL) 8"x4" REDUCER (FLxFL) Z MAIN FLruvvL �.vvPLING ADAPTER. SIZE AS REQUIRED TO MATCH EXISTING WATER MAIN STATIONARY GRATING HINGED DOOR 2" x 2" x 2" x 3/8" ALUMINUM TEE WELDED TO STATIONARY GRATING ATTACH (2 PIECES, CURVE TO FIT MH) - 2" x 2" x 3/8" ALUMINUM ANGLE TO INSIDE MH WITH (8 EA.) 1/2" DIA. EXPANSION ANCHOR BOLTS AND WASHERS, NOTE: BACKFLOW PREVENTION ASSEMBLY REQUIRED FOR TESTING CONFIGURATION AT CONNECTION TO EXISTING MAIN(S). FINAL CONFIGURATION SHALL REPLACE BACKFLOW PREVENTION ASSEMBLY MTH SPOOL TO MATCH NEW WATER MAIN CLASS AND SIZE. LENGTH TO FIT. COUPLING PER CITY REQ'S COUPLING PER CITY REQ'S NEW WATER MAIN LENGTH AS REQUIRED EX. WATER MAIN MATCH NEW WATER MAIN CLASS AND SIZE CONNECTION DETAIL N.T.S. f u�fnrc� NOTE: SIMILAR SAFETY PLATFORM MAY BE SUBSTITUTED WITH CITY INSPECTOR APPROVAL. STATIONARY & HINGED DOOR: TWO-PIECE ALUMINUM GRATING - IRVING "X-BAR" GRATING (OR EQUAL) TYPE AA: 1-1/4" x 3/16" BEARING BARS SPACED @ 1-3/16" O.C. w/ CROSS BARS SPACED ® 4" 0. C. WOLE SAFETY PLATFORM DETAIL NOT TO SCALE RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONS RUCTION RECORDS BY: DATE: -O Z TITLE/POSITION: C �•h-�� CONFIRMED BY CITY DATE: 4l ' a OT NOTE: SAFETY PLATFORM REQUIRED ON ALL MANHOLES OVER 15 FEET DEEP. EXPIRES: 11-07-06 NAME-14J DATE�z' FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE L�.V; Z/Ze�ce CITY E GINEER DATE PROJECT REF: FAC 98 - 0016 2/28/2 2 `y THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Dote Approved: 3 0 111 � �o a z oLo N N�2 o � W ~ Y N co ": Q (5L w =w�QU co J U1 m 0 N 3 5 Q J z 0 m 0 v m m .Q 0 CU a W Q 0 w DATE SEALED EXPIRES: 1-31- (? cm O M 0) 0't 0 4) 1 (n¢4 � M rn p N �� 0 ova mu o � Q 0, N O 't v� n tn SHEET 8 OF 8 FLE NO 25715 LAKELAND ozD 1653 H Q�S�D I IIAAIAIAIDC CPUrrl11 C Pole # Stat SU SL2 54+ SL3 564 SL4 58+ SL5 60+ SL6 62+ SL7 64+ SL8 65+ i 1 /r i 53'�0 � ° a d SLI EXISTING LIGHT INSTALLED ON LAKELAND HILLS DIVISION 3 PLAT 1 00W HPS @30' O c� in 1 _ _ SL6 _ - _ -�� SIDEMA11 --Y-- 12 1 00 00 h r- + + cD co Q WAY S•E' w Z LAKELAND HILLS Z = U f- U QC N Q G SL8 ,:, .r—f„���, ,,,,,.... — ..:: - _ _ I ERVICE CABINET, __. PSE TRANSFORMER SL7 SEE FAC 98 .,_._ ,. CONDUCTOR .JUNCTION BOX 0 FEEDER ---- - --------- SERVICE CABINET Record Drowtnq Certtficat ton tne" drortngs conforie to the Cantroctor's construct ton records. By: Dote: Title/Ppatttont ConftrmW by City Dotes_„ PROJECT REF t 4 s-0016,:; sr�n/oo In*" wanes are am wow for conformwme wrtn me City of A~n's Engtnoering Dsvtaton tee,a„treeM♦nto Approved By: Dote Awrovedt 00D LEGEND 30' TAPERED ALUMINUM POLE.35' MH 5'9" RADIUS ARM. FOOTING PER STANDARD DE TA 1 L TRSL -2 AND -3. 250 WATTS H.P.S..240 VOLT.M-C-111 DISTRIBUTION.FLAT LENS POWER DOOR TYPE. GE CAT XMDCL2553M12FMC32 LAMP -ANSI S-54 CABLE INSIDE LIGHT STANDARD AND ARM SHALL BE TWO CONDUCTOR STRANDED COPPER RIO AVG. PER STANDARD DETAIL TRSL -4 W.S.D.O.T. TYPE I PER STANDARD DETAIL TRSL -3 2" SCH 40 PVC (GALVANIZED STEEL UNDER ROADS). TWO CONDUCTOR U.S.E. 08 AVG STRANDED COPPER WITH GROUND. CABINET -CONDUIT AND FEEDER PER STANDARD DETAIL TRSL--3. REFER TO CITY OF AUBURN. WASHINGTON DETAILS FOR STANDARD DETAILS TRSL-1.2.3.4 ILLUMINATION SYSTEM SERVICE LUMINAIRE ELECTRICAL TRENCH UNIFORM LUMINAIRE WIRING STREET LIGHT SPACING AND DESIGN LUMINAIRE POLE LAKELAND HILLS WY 62ND ST SE TO STA 66+78 STREET LIGHTING SCALE SRA 1 " = 30" PUGET SOUND ENERGY PO BOX 90868 . GEN-02E BELLEVUE* WA 98009-0868