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HomeMy WebLinkAboutzR-4221setIr- N N O 0 W Cn z O F_ 0 0 Q 0 z Q z O Q N z LU 0 O 2 2 ry w m 0 z_ J w Q Z w u_ CONTACT INFORMATION ENGINEER LPD ENGINEERING, PLLC 1932 FIRST AVENUE, SUITE 201 SEATTLE, WA 98101 CONTACT: LAURIE PFARR PHONE: (206) 725-1211 EMAIL: LAURIEP@LPDENGINEERING.COM WEBSITE: WWW.LPDENGINEERING.COM APPLICANT/OWNER RENTON SCHOOL DISTRICT NO. 403 300 SW 7TH ST RENTON, WA 98178 CONTACT: DR DAMIEN PATTENAUDE PHONE: (425) 204-2340 ARCHITECT: BASSETTI ARCHITECTS 71 COLUMBIA ST, SUITE 500 SEATTLE, WA 98104 CONTACT: STEVE ZANG PHONE: (206) 340-9500 LEGAL DESCRIPTION PARCEL A: UTILITY SERVICE PROVIDERS SOOS CREEK WATER AND SEWER DISTRICT 14616 SE 192ND ST RENTON, WA 98058 PHONE: (253) 630-9900 SURVEYOR CONSULTING ENGINEERS 33400 8TH ST, SUIT 205 FEDERAL WAY, WA 98003 CONTACT: ZACHARY LENNON PHONE: (253) 838-6113 LANDSCAPE ARCHITECT SITE WORKSHOP 3800 WOODLAND PARK AVE. N, SUITE 200 SEATTLE, WA 98103 CONTACT: VINITA SIDHU (206) 285-3026 THE EAST 500 FEET OF THE NORTH 1121 FEET OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 28, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. PARCEL B: THE EASTERLY 330 FEET OF THE SOUTHERLY 216.47 FEET, MORE OR LESS, OF SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 28, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. PARCEL C: THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 28, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPTING THEREFROM THE EAST 500 FEET OF THE NORTH 1121 FEET; ALSO EXCEPTING THEREFROM THE EAST 330 FEET OF THE SOUTH 216.47 FEET; ALSO EXCEPTING THEREFROM THE SOUTH 250 FEET OF THE EAST 523 FEET OF THE WEST 553 FEET; ALSO EXCEPTING THEREFROM ANY PORTION LYING WITHIN THE BOUNDARIES OF 128TH AVENUE SE. NOTES 1. THIS BOUNDARY SURVEY, INCLUDING LOCATIONS OF CONTROLLING MONUMENTS, WAS PERFORMED IN MAY AND JUNE OF 2010. TOPOGRAPHICAL MAPPING WAS UPDATED IN OCTOBER OF 2021. 2. THIS MAP REPRESENTS SITE CONDITIONS AS OF OCTOBER OF 2021. 3. SITE ADDRESS IS 16426 128TH AVENUE SOUTHEAST, RENTON, WA 98058. 4. SITE CONTAINED 37.28 ACRES, MORE OR LESS. 5. COUNTY ASSESSOR PARCEL NUMBERS ARE: APN: 282305-9042-07 APN: 282305-9093-05 APN: 282305-9004-03 6. CONTOUR INTERVAL IS ONE FOOT. SEC 28, TWP 23N, R 5E7 W.M. LINDBERGH HS MODERNIZATION 1932 First Ave Suite 201 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 AND ADDITIONS 16426 128TH AVE SEA RENTON� WA 98058 VICINITY MAP NOT TO SCALE VERTICAL DATUM ELEVATIONS FOR ESM BENCHMARK POINT NOS. 100 AND 122 DERIVED FROM GPS OBSERVATION IN REFERENCE TO CITY OF RENTON CONTROL MONUMENT NOS. 1640 AND 1863 HORIZONTAL DATUM NAVD 83 (91) WASHINGTON STATE PLANE NORTH ZONE BASS OF BEARINGS N 88°29'24" E ON CENTERLINE OF NE 10TH STREET PER R1 engineering pIIC www.lpdengineering.com 1. THE APPLICANT SHALL COMPLY WITH THE MITIGATION MEASURES REQUIRED AS PART OF THE MITIGATED DETERMINATION OF NON -SIGNIFICANCE ISSUED BY THE RENTON SCHOOL DISTRICT ON JUNE 21, 2021 (EXHIBIT 5): A. THE PROPOSAL WILL COMPLY WITH STREET FRONTAGE IMPROVEMENT REQUIREMENTS ALONG 128TH AVENUE SE AS OUTLINED BY THE CITY. THE DISTRICT IS CURRENTLY EVALUATING THESE IMPROVEMENTS AND THE NEED FOR A MODIFICATION TO CITY STANDARDS. ANY MODIFICATION WILL REQUIRE CITY APPROVAL. 2. THE APPLICANT SHALL RECORD A FORMAL LOT COMBINATION IN ORDER TO ENSURE THE PROPOSED BUILDINGS ARE NOT BUILT ACROSS PROPERTY LINES. THE INSTRUMENT SHALL BE RECORDED PRIOR TO TEMPORARY CERTIFICATE OF OCCUPANCY. 3. THE APPLICANT SHALL SUBMIT A DETAILED LANDSCAPE PLAN THAT CLEARLY INDICAT THE SPECIFIC TREES ON -SITE PROPOSED FOR REMOVAL AND SHALL DEMONSTRATE COMPLIANCE WITH THE TREE RETENTION STANDARDS FOR THE R-6 ZONE. THE DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT APPROVAL. 4. THE APPLICANT SHALL SUBMIT A DETAILED LANDSCAPE PLAN THAT UTILIZES LARGER SPECIES SUCH AS STANDARD WESTERN RED CEDAR, DOUGLAS FIR, OR AN ALTERNATIVE APPROVED BY THE CURRENT PLANNING PROJECT MANAGER. THE LANDSCAPE PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT APPROVAL. 5. THE APPLICANT SHALL SUBMIT A REVISED SITE PLAN WITH THE BUILDING PERMIT APPLICATION THAT IDENTIFIES A REFUSE AND RECYCLABLES ENCLOSURE COMPLIANT WITH THE SIZE REQUIREMENTS IN RMC 4-4-090E.3 OR OBTAIN MODIFICATION APPROVAL TO REDUCE THE MINIMUM SIZE REQUIREMENTS. THE REVISED SITE PLAN OR MODIFICATION SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 6. THE APPLICANT SHALL SUBMIT A SURFACE MOUNTED UTILITY PLAN THAT INCLUDES CROSS-SECTION DETAILS WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION. THE APPLICANT SHALL WORK WITH FRANCHISE UTILITIES TO ENSURE, AS PRACTICAL, UTILITY BOXES ARE LOCATED OUT OF PUBLIC ROW VIEW, ACTIVE COMMON OPEN SPACES, AND THEY SHALL NOT DISPLACE REQUIRED LANDSCAPING AREAS. THE PLA SHALL PROVIDE AND IDENTIFY SCREENING MEASURES CONSISTENT WITH THE OVERAI DESIGN OF THE DEVELOPMENT. THE SURFACE MOUNTED UTILITY PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR T PERMIT ISSUANCE. 7. THE APPLICANT SHALL SUBMIT A ROOFTOP EQUIPMENT EXHIBIT WITH THE ELEVATION PLANS ASSOCIATED WITH THE BUILDING PERMIT APPLICATION. THE EXHIBIT SHALL PROVIDE CROSS SECTION DETAILS AND IDENTIFY PROPOSED ROOFTOP SCREENING THAT IS INTEGRAL AND COMPLEMENTARY TO ARCHITECTURE OF THE BUILDINGS. THE EXHIBIT SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER. 8. THE APPLICANT SHALL SUBMIT A TECHNICAL INFORMATION REPORT (TIR) WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION THAT INCLUDES ANALYSIS FOR ALL PHASE OF THE PROJECT, INCLUDING BUT NOT LIMITED TO, FRONTAGE IMPROVEMENTS ALONG 128TH AVE SE, BUILDING ADDITIONS, PARKING LOT REVISIONS AND REPAIRS, DEMOLITIONS AND CHANGES TO THE ONSITE STORM DRAINAGE CONVEYANCE SYSTEM. THE TIR SHALL BE REVIEWED FOR COMPLIANCE AND APPROVED BY THE PUBLIC WORKS PLAN REVIEWER PRIOR TO ISSUANCE OF THE CIVIL CONSTRUCTION PERMIT. 9. THE PROJECT CONSTRUCTION SHALL COMPLY WITH THE RECOMMENDATIONS FOUND 11 SUBSURFACE EXPLORATION, GEOLOGIC HAZARD, AND PRELIMINARY GEOTECHNICAL ENGINEERING REPORT (EXHIBIT 17), PREPARED BY ASSOCIATED EARTH SCIENCES, INC, DATED OCTOBER 1, 2021 AND FUTURE ADDENDA. 10. THE APPLICANT SHALL SUBMIT THE DRAFT NATIVE GROWTH PROTECTION EASEMENT DOCUMENTS WITH THE CONSTRUCTION PERMIT APPLICATION SUBMITTAL. THE DOCUMENTS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. ADDITIONALLY, THE APPLICANT SHALL BE REQUIRED TO RECORD THE EASEMENT AND RELATED DOCUMENTS, AS WELL AS INSTALL THE REQUIRED PROTECTION IMPROVEMENTS (FENCE AND SIGNAGE), PRIOR TO ISSUANCE OF A TEMPORARY CERTIFICATE OF OCCUPANCY. o CIVIL PERMIT RESPONSE 0/26/2 STERN' 7 PERMIT RE -SUBMITTAL 2/12/2 Zp2` NO. REVISION BY DATE SURVEYED: DESIGNED: DRAWN: CHECKED: ,W, 7 ZZ '--=2 SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M SHEET INDEX SHEET NO SHEET TITLE CO.0 COVER SHEET 01.0 TESC AND DEMOLITION PLAN OVERALL C1.1 TESC AND DEMOLITION PLAN AREA A-ADMIN C1.2 TESC AND DEMOLITION PLAN AREA F2-NORTH SCIENCE AREA & COURTYARD C1.3 TESC AND DEMOLITION PLAN F3 - SOUTH SCIENCE AREA C1.4 TESC AND DEMOLITION PLAN SOUTH PARKING LOT C1.5 TESC AND DEMOLITION FRONTAGE C1.6 TESC AND DEMOLITION FRONTAGE C1.7 TESC AND DEMOLITION FRONTAGE 01.8 TESC AND DEMOLITION DETAILS C1.9 TESC AND DEMOLITION DETAILS C2.0 GRADING AND DRAINAGE PLAN OVERALL C2.1 GRADING AND DRAINAGE PLAN AREA A-ADMIN C2.2 GRADING AND DRAINAGE PLAN F2 - NORTH SCIENCE AREA AND COURTYARD C2.3 GRADING AND DRAINAGE PLAN F3 - SOUTH SCIENCE AREA C2.4 GRADING AND DRAINAGE PLAN SOUTH PARKING LOT C2.5 DRAINAGE DETAILS C2.6 DRAINAGE DETAILS C3.0 UTILITIES AND PAVING PLAN OVERALL C3.1 UTILITIES AND PAVING PLAN AREA A-ADMIN C3.2 UTILITIES AND PAVING PLAN F2 - NORTH SCIENCE AREA AND COURTYARD C3.3 UTILITIES AND PAVING PLAN F3 - SOUTH SCIENCE AREA C3.4 UTILITIES AND PAVING PLAN SOUTH PARKING LOT C3.5 SEWER DETAILS C3.6 SEWER DETAILS C3.7 PAVING DETAILS C3.8 PAVING DETAILS C4.0 128TH FRONTAGE OVERALL C4.1 128TH AVE SE FRONTAGE IMPROVEMENT C4.2 128TH AVE SE FRONTAGE IMPROVEMENT C4.3 128TH AVE SE FRONTAGE IMPROVEMENT C4.4 128TH AVE SE FRONTAGE IMPROVEMENT C4.5 128TH AVE SE FRONTAGE IMPROVEMENT C4.6 128TH AVE SE FRONTAGE SECTIONS C4.7 128TH AVE SE FRONTAGE DETAILS T1.00 TREE INVENTORY PLAN T1.10 TREE INVENTORY SCHEDULE L1.00 LANDSCAPE SITE PLAN L1.10 ENLARGED SITE PLAN L1.11 ENLARGED SITE PLAN L1.12 ENLARGED SITE PLAN L3.10 LANDSCAPE SECTIONS L3.11 LANDSCAPE ELEVATIONS L3.20 LANDSCAPE DETAILS L3.21 LANDSCAPE DETAILS L3.22 LANDSCAPE DETAILS L4.10 IRRIGATION PLAN L4.11 IRRIGATION PLAN L4.12 IRRIGATION PLAN L5.10 PLANTING PLAN L5.11 PLANTING PLAN L5.12 PLANTING PLAN L5.13 PLANTING SCHEDULE L5.20 PLANTING DETAILS CEO.01 ELECTRICAL LEGEND AND SHEET INDEX CEO.02 ELECTRICAL ABBREVIATIONS AND GENERAL NOTES CE1.00 STREET FRONTAGE PLANS CE1.00L STREET FRONTAGE PHOTOMETRICS & SCHEDULES CE2.01 ELECTRICAL DETAILS CE2.02 ELECTRICAL DETAILS CE2.03 ELECTRICAL DETAILS SC1.0 SOOS CREEK WATER PLANS SC1.1 WATER DETAILS SC1.2 WATER DETAILS CITY OF RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS c0 0 O O O N N Q J 00 co O O O N Cfl 0000 N O N u REGIONAL FIRE AUTHORITY er'Tc DEVELOPMENT ENGINEERING ti J ® APPROVED m z Q Michael Sippo 01 /27/2023 cthomas 01/30/2023"9 Fya���¢ H SURFACE WATER UTILITY CURRENT PLANNING � � 00 JFarah 01/27/2023 Alex Morganroth [1/27/2023] Z) U) DATE: LU LINDBERGH HIGH SCHOOL MODERNIZATION 16 SEPT 2022 16426128THAVE SE FFIELDBOOK: PAGE: RENTON, WA 98058 DRAWING NO: COVER SHEET C O.0 E SHEET: 1 OF:64 Llj ^ I.. _ N N O N N n (o C) T- C) C) C) N N Q J 00 M O O O O N N ry n (D LO 00 N O O N N u �, J 5 M W ) / �./ / LU ry 75 ry WA 1 , \s IE 12" CPP=392.37 (S) IE 12" CPP=390.82 (W) 114, Irc,.. �, 8 C, C'OA �`39962s PROTECT EX CURB TO O \ RAMP TO REMAIN \ REFER TO ARCHITECT PLANS FOR PARTIAL CANOPY/BRICK COLUMN DEMOLITION SAVE AND PROTECT EX CB - PLUG EX 6" INLET (E) :MOVE AND SALVAGE EX \ AGPOLE TO BE :INSTALLED, FOUNDATION BE REPLACED EMOVE AND SALVAGE X LIGHT POLE IXTURES, FOUNDATIONS x na Q / - i i0 BE REPLACED z - - �+ Q (TYP OF 4) \ \ O SocR �! I- I S�A�M, / 1� \ // �1X2\_�X GP, N A c392s SAWCUT AND REMOVE Op,S s° 611 / EX ASPHALT LIMIT OF WORK S LLI - ------ \ 0 O \\ 75 C0 0 P=393 REMOVE EX CURB 0 � �vP T1 W Y m I / REMOVE EX 8" SEWER 0 I / (Tyl z I // J �� REMOVE EX / � \ '0 �P j CONCRETE BENCH A��^ / I Q �, REMOVE EX �, CD CONCRETE BENCH e S TP=394.85 / / SAVE AND PROTECT EX a j FIRE HYDRANT TO REMAIN 0 CATCH BASIN c`.9 NSERT (TYP) - 4 NCLOSU 5.06 s` • 4 397.72 O e ° REMOVE8 EX 6" FIRE SERVICE J CONTRACTOR TO FIELD Q / INVESTIGATE LOCATION THRU TUNNEL TO VERIFY PROPOSED e REPLACEMENT ELEVATIONS V �� / � / � v / 39 . Il i SAVE AND PROTECT EX UTILITY TUNNEL T TO REMAIN CONTRACTOR TO FIELD 8'2 / ` / LOCATE TUNNEL TO VERIFY STRUCTURE EX 398.51 / / DIMENSIONS, TOP AND BOTTOM EX EASEMENT =396.' ELEVATIONS, AND INTERNAL UTILITY PIPE 3 .16 SIZES AND LOCATION WHERE PROPOSED �/J REMOVE8 EX 8" / LINES CROSS EX :WATER LINE 6s 4 398 REMOVE EX 8" WATER LINE / P / SAVE AND PROTECT �v EXISTING PEDESTRIAN k� REMOVE EX 4" EX 398.54 WALKWAY COLUMNS AND v WATER SERVICE AND TP=395.02 FOUNDATION (TYP) / METER / 1932 First Ave 7� of W �SNi,��� Suite 201 Seattle, WA 98101 p, 206.725.1211 f. 206.973.5344 P, �F ISTER�� Fss/AN engineering pIIc www•IpdengineeriAL �E7 ng.com _1..�11N� NO. E / REMOVE EX 6" STORM PROPOSED BUILDING OUTLINE REMOVE EX BIKE RACKS AND GARBAGE CAN 0 �e d REFER TO MECHANICAL PLANS FOR EX GAS LINE DEMOLITION AND REPLACEMENT NOTES: 1. CIVIL PLANS SHOWN AND NOTED WERE TAKEN FROM EXISTING DRAWINGS AND FIELD SURVEY. 2. AT PROPOSED CONNECTION POINTS TO EXISTING UTILITIES, CONTRACTOR TO POTHOLE TO CONFIRM LOCATION AND ELEVATION OF UTILITIES PRIOR TO CONSTRUCTION. 3. PROVIDE MINIMUM OF 12,900 GALLON CAPACITY (NORTH DISTURBANCE AREA) AND 24,200 GALLON CAPACITY (SOUTH DISTURBANCE AREA) BAKER TANKS AS NECESSARY FOR STORMWATER SEDIMENT SETTLING PRIOR TO DISCHARGE FROM SITE. 4. UTILIZE EXISTING FENCING AND/OR PROVIDE CONSTRUCTION FENCING AS NECESSARY TO SECURE SITE. 5. PROVIDE CATCH BASIN INSERTS 500 FEET DOWNSTREAM OF SITE AND ALONG ROUTE PER COR STD PLAN 216.30. 6. REFER TO MECHANICAL PLANS FOR GAS ADDITIONAL UTILITY AND RAIN LEADER DEMOLITION NOTES. 7 THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE THE MINIMUM PROVIDE TEMPORARY STORM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS AS CONSTRUCTION ROUTING FOR OVERFLOW DRAIN S PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE. THE APPLICANT CO TO NEAREST CB SHALL ANTICIPATE THAT MORE ESC BMPS SHALL BE IMPLEMENTED TO ENSURE COORDINATE WITH MECHANICAL COMPLETE SILTATION AND EROSION CONTROL ON THE SITE PER THE CONSTRUCTION FOR INTERNAL REROUTING STORMWATER POLLUTION PREVENTION PLAN. CAP AND ABANDON 6" SEWER A13OVE UNDERNEATH BUILDING FILL PIPE WITH CDF OR STRUCTURAL FOAM REMOVE EX BRICK PAVING PLAQUES COORDINATE WITH LANDSCAPE SDCB, RIM=397.17 ARCHITECT FOR REPLACEMENT IE 6" PVC=395.93 (NE) SAVE AND PROTECT EX IE 6" PVC=395.93 (SE) COLUMNS TO REMAIN IN 7.73 PLACE DOOR." -; REMOVE EX 6" SEWER CAP AND ABANDON 8" STORM (Tyl REMOVE EX SEWER MANHOLE UNDERNEATH BUILDING ABANDON EX SEWER MANHOLE CONTRACTOR TO FILL PIPE WITH CDF OR CONFIRM NO OTHER FLOWS INTO SYSTEM STRUCTURAL FOAM CONTRACTOR TO COORDINATE WITH OWNER 39 PRIOR TO TAKING SYSTEM OFFLINE DOOR.35 SSMH, RIM=397.5 SSMH SHALL BE BROKEN DOWN TO A DEPTH REMOVE EX BENCH MID CHANNEL= 0.11 (SE,SE-NW) OF AT LEAST 4-FEET BELOW PROPOSED FLOOR B r-REMOVE EX CB ALLCONNECTIONS SHALL BE PLUGGED AS REMOVE EX CONCRETE (Tyl EX 399. CONCRETE SAWCUT EX CONCRETE @ NEAREST - /JOINT, JOINT LOCATIONS ARE APPROXIMATE. FIELD VERIFY EXTENT OF CONCRETE PANEL REMOVAL (TYP) CIVIL PERMIT RESPONSE PERMIT RE -SUBMITTAL REVISION SURVEYED: DESIGNED: 0/26/2 DRAWN: 2/ 1 2/2 JCHECKED: BY DATE AP P R APPROVED: NECESSARY SSMH SHALL BE FILLED WITH STRUCTURAL FOAM TO 90% DENSITY COORDINATE WITH MECHANICAL FOR INTERNAL SEWER REROUTING REMOVE EX BENCHES 412.78 DOOR.34 -PROPOSED BUILDING REMOVE EX OUTLINE RETAINING WALL SSMH IM=400.81 MI CHANNEL-- on.5-7 / REMOVE EX 6" SEWER AND SEWER MANHOLE REMOVE EX 8" STORM 401 .76 D00 . 3 OVERFLOW DRAINS f SAVE AND PROTECT EX PIV 401.81 DOOR.32 \ -, 1�y. 2" \ \ 6,> \ A \ a99- i / 400. REMOVE EX 8" SEWER / \ (TYP) SAVE AND PROTECT EX CB PLUG EX 8" OUTLET C1•9 o / 62 o \ s \ SCALE: VERTICAL: NAVD 1988 CITY O F HORIZONTAL: NAD 1983/183/1991 RENTON ONE INCH DATU M AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 0 10 0 N 5 10 20 CD O i N Q J Scale 1"=10' LEGEND - - PROPERTY LINE -230 _ EX CONTOUR (INDEX) 00 co EX CONTOUR O C) / EX BUILDING l 1 PROPOSED BUILDING OUTLINE BUILDING/STRUCTURE REMOVAL NN L.L ���� � SAWCUT LINE � ASPHALT REMOVAL CONCRETE REMOVAL STABILIZED CONSTRUCTION ENTRANCE 0 EX TREE TO REMAIN v EX TREE TO BE REMOVED TREE PROTECTION Cfl Ln . . . . . EX CURB TO BE REMOVED 00 NQ So EX UTILITY TO BE REMOVED CATCH BASIN INSERT N N LIMITS OF WORK (� KEY MAP N � Know what's below. � Call before you dig. Dial 811 R-422103 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Q Michael Sippo 01/27/2023 ' < LINDBERGH HIGH SCHOOL MODERNIZATION 16426128TH AVE SE RENTON, WA 98058 TESC + DEMOLITION PLAN AREA A-ADMIN 11­ 75 m Z) DATE. 16 SEPT 2022 W FIELDBOOK: PAGE: (- DRAWING NO: C1.1 W SHEET: 3 OF. 64 CO z O 0 0 Q 0 z Q z O Q N z ry W 0 O ��75 VJ 0 ry W m z J w Q z w U_ \ y \ \\ \\ \ \ \\ \\ TEMPORARILY PLUG OUTLET PIPE AND /� �\ / �v / \ INSTALL TEMPORARY SUMP AND PUMP i J TO PUMP CONSTRUCTION STORMWATER \ \ \\ APPROXIMATE LOCATION OF \\\ TO HOLDING TANKS AS NECESSARY FOR BAKER TANK OR APPROVED SEDIMENT SETTLING \ \ \ EQUAL FOR SEDIMENT \ EX CB TO BE MAINTAINED \ \ SETTLING OF CONSTRUCTION . PLUG INLET IN CB WHERE PIPES ARE TO \\ \\ \ \ STORMWATER \\ \ BE REMOVED \ \ \ \ TREE PROTECTION �2 / N \ \ \ \ SAVE AND \ FENCING o \ \ \ PROTECT EX REMOVE EX 6" STORM / LIMIT OF WORK \ \ \ \ \ \ LIGHTING REMOVE EX / \ \ \ \ \ \ \ 12" STORM (TYP) \ \ \ \ \ \ �REAs� TRA \ \may REMOVE EX STORM CLEANOUTS \ \ \ y \ \ \ \ RIM=413. 7 \ \\ / i \ \ \ 24'\sb R. IC , �, \ REMOVE EX 6 STORM \ y\ \ \ Fes'. \. \ \ 3' x\3' co Bo� \� o� \E 3" I\VC= 1 60 (N� y \ �° �REMOVE EX GAS LINE REFER Co \ \ \ IN 4" PVC=411 (s) \ \ \ TO MECHANICAL PLANS FOR °o REMOVE EX ELECTRICAL LINES \ ' Q o \ \ \ \ °� y \ \ ADDITIONAL DEMOLITION NOTES ` ° \ \ \, \ 0 \ \ �s \ 7° :� �° \ SEE ELECTRICAL (TYP) AND PROPOSED REROUTE ( yam \ \ / \ / \ \ \ \ \ P \ P uP PROPOSED BUILDING -� '—' / OUTLINE ���� \ 412.87 \'° \ \ \ \ \ \ UP \ l " F%�6� / DOOR.12 \ \ \ \ \ \ \ \ V REMOVE EX STORM (\ o �/ \ e \ \ MANHOLE \� \ \ / ,�°may C_ SAVE AND PROTECT \ \ \ \ G \ PORTION OF EX \ \ � c \ c \ FRENCH DRAIN TO \\ \ p REMAIN `y \ S \SD \ SD Sp \ \ �\ REMOVE EX STORM SD SAVE AND PROTECT y \\ \ c' \\ \—� SD \ �—�S �c '. EX GREASE TRAP -- Tr) PPKAAIN 412.81 SAVE AND PROTECT 'OOR.13 DOWNSPOUT CONNECTION REMOVE EX 6" STORM LINE REMOVE EX DRYWELL 100 REMOVE EX CONCRETE TO NEAREST JOINT (TYP) REFER TO MECHANICAL PLANS FOR EX GAS LINE DEMOLITION AND REPLACEMENT �y REMOVE EX 6" STORM LINE REMOVE EX y CONCRETE y 10" REMOVE EX EDGNG-SDI/ SDCB, RIM=412.1 \ IE 6" CONC=410. 1 NE) IE 6" CONC=410. (N IE 6" CONC=410.51 S ) IE 6" CONC=410.51 ( E) REMOVE EX� CONCRETE HANDRAIL 412.80 DOOR.14 -J J '—REMOVE AND REPLACE EX IRRIGATION VALVE BOXES. COORDINATE WITH LANDSCAPE FOR REPLACEMENT, CONNECTION, AND LOCATION / I \ +I 6" \ so \ SD REMOVE EX EDGING sD INSERT CATCH I — BAS I N� -REMOVE EX 6" STORM LINE REMOVE EX DRYWELL REMOVE EX STAIRS 421.14 DOOR. 1 6 REMOVE EX RETAINING WALL REMOVE EX 6" STORM REMOVE EX HANDRAILS (TYP OF 3) VMN HANDRAILS REMOVE EX COLUMNS (TYP OF 2) REMOVE EX CONCRETE SAWCUT AT NEAREST JOINT REFER TO ARCH PLANS FOR DEMO AROUND EX TUNNEL TO REMAIN REMOVE EX DOWNSPOUT AND 6" STORM LINE 412.85 D SAVE AND PROTECT EX CB TO REMAIN J. A� 1932 First Ave 7� �yF W �SNi��� Suite 201 � t� z�� Seattle, WA 98101 p, 206.725.1211 f. 206.973.5344 y �F ISTER�� �FSSIONEE AL engineering pllc www•Ipdengineering.com _1I,�1/"_ N0. SDCB, RIM=412.69 IE 6" CONC=411.01 (NE) —TERMINUS UNKNOWN CIVIL PERMIT RESPONSE PERMIT RE —SUBMITTAL REVISION REMOVE EX — FRENCH DRAIN 421.14 DOOR.17 REMOVE EX LIGHT POLE REMOVE EX FOOTING DRAIN REMOVE EX DOWNSPOUT CONNECTION AND EX 6" STORM SURVEYED: DESIGNED: 0/26/2 DRAWN: 2/ 1 2/2 CHECKED: BY DATE AP P R APPROVED: NOTES: 1. CIVIL PLANS SHOWN AND NOTED WERE TAKEN FROM PROTECT EX GRAVEL EXISTING DRAWINGS AND FIELD SURVEY. TRENCHES AT PARKING 2. AT PROPOSED CONNECTION POINTS TO EXISTING UTILITIES, STALLS (TYP OF 4) CONTRACTOR TO POTHOLE TO CONFIRM LOCATION AND ELEVATION OF UTILITIES PRIOR TO CONSTRUCTION. 3. PROVIDE MINIMUM OF 12,900 GALLON CAPACITY (NORTH DISTURBANCE AREA) AND 24,200 GALLON CAPACITY (SOUTH \ DISTURBANCE AREA) BAKER TANKS AS NECESSARY FOR \ STORMWATER SEDIMENT SETTLING PRIOR TO DISCHARGE \ FROM SITE. \ 4. UTILIZE EXISTING FENCING AND/OR PROVIDE CONSTRUCTION \ FENCING AS NECESSARY TO SECURE SITE. 5. PROVIDE CATCH BASIN INSERTS 500 FEET DOWNSTREAM OF yyyy SITE AND ALONG ROUTE PER COR STD PLAN 216.30. \ 6. REFER TO MECHANICAL PLANS FOR GAS ADDITIONAL UTILITY \ AND RAIN LEADER DEMOLITION NOTES. \ 7. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE THE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE. THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS SHALL BE IMPLEMENTED TO ENSURE COMPLETE SILTATION AND EROSION CONTROL ON THE SITE PER THE CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN. / REMOVE EX TREE SAVE AND PROTECT I L\ ` EX LIGHTING y I c \ \\ \ k \ I v REMOVE EX STORM MANHOLE \ \ \ SAVE AND PROTECT EX Ix \ STORM MANHOLE VA \ \ PLUG EX 6" INLET (SW) \ \ \ CID `r0 „ P y \ SAVE AND PROTECT \ EX WATER LINE \ \ i y \ \ \ B, F \ I E\ 1 IE 0 \ \ REMOVE EX �Y`, LANDSCAPE ROCKS \ SA (TYP) RIM-421 79 y 4' X 6' FULL OF WATER y �. SAVE AND PROTECT PORTION OF EX FRENCH DRAIN TO REMAIN SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY FAG' VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. R-422104 M N O N Q 10 0 5 10 20 I I I I I J Scale 1=10' LEGEND — — PROPERTY LINE — _ EX CONTOUR (INDEX) 00 M EX CONTOUR Q o EX BUILDING O l 1 PROPOSED BUILDING OUTLINE N BUILDING/STRUCTURE REMOVAL N SAWCUT LINE a_ ASPHALT REMOVAL CONCRETE REMOVAL STABILIZED CONSTRUCTION ENTRANCE y y EX TREE TO REMAIN EX TREE TO BE REMOVED TREE PROTECTION Cfl Ln EX CURB TO BE REMOVED 00 O. . . . so EX UTILITY TO BE REMOVED O IS CATCH BASIN INSERT N N LIMITS OF WORK U KEY MAP N Know what's below. Call before you dig. Dial 811 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING J Michael Sippo 01/27/2023 ' Q CH G m 0 DATE: LU LINDBERGH HIGH SCHOOL MODERNIZATION 16 SEPT 2022 16426128TH AVE SE PIAELDBOOK: RENTON, WA 98058 DRAWING NO: TESC + DEMOLITION PLAN AREA F2-NORTH SCIENCE C1.2 E + COURTYARD SHEET: 4 OF, 64 � N CD W I— W REMOVE PORTION OF EX 4" SEWER Z REFER TO MECHANICAL PLANS FOR O ADDITIONAL DEMOLITION NOTES 0 0 Q 0 Q z O RBI Q \ N \ Z ` ry �� \ LU O 7 \ C0 o 00 20 ry LJJ m 0 Z \ 7» J \ /z RIM=413.17 — '" CPP=408.67 (NE) >" CMP=403.77 (SE) PVC=406.95 (SW) PVC=409.37 (NW) 4' CHAIN LINK FENCE w Q z w U_ SAVE AND PROTECT EX STORM STAIRS TO REMAIN GAS RISER W/ FENCE lxLl L1\ I V lvlLVl lmlllVML_ PLANS FOR EX GAS "'-,LINE ABANDONMENT AND REPLACEMENT J -/ 1932 First Ave Suite 201 I m Seattle, WA 98101 e p, 206.725.1211 f. 206.973.5344 engineering pllc www.lpdengineering.com 'r=4vy. i4'l`�vl 'P=4f� 5/7 (SE� SAVE AND PROTECT EX \ STORM MANHOLE \ PLUG EX 12" INLET (SE) SAVE AND PROTECT FX I I(:NT PnI F SAVE AND PROTECT EX WATER MAIN TO REMAIN (TYP) SAVE AND PROTECT \ EX FRENCH DRAIN \ REMOVE EX ELECTRICAL LINES SEE ELECTRICAL (TYP) \ SDCB, RIM,=426.93 IE 6" PVC111=423.18 (NE) \ IE 8" PVC 2 2.3 5 (SE) \ \ \ � 7/ 1___1 \ \ SAVE AND PROTECT EX — / LIGHT TO REMAIN 0 m CIVIL PERMIT RESPONSE 7 PERMIT RE —SUBMITTAL NO. REVISION CATCH BASIN ( \ INSERT (TYP) C1.9 \ PROPOSED BUILDING \ OUTLINE \ \ SAVE AND PROTECT EX CONCRETE WALK AND STAIRS TO REMAIN O NOTES: 1. CIVIL PLANS SHOWN AND NOTED WERE TAKEN FROM EXISTING DRAWINGS AND FIELD SURVEY. 2. AT PROPOSED CONNECTION POINTS TO EXISTING UTILITIES, CONTRACTOR TO POTHOLE TO CONFIRM LOCATION AND ELEVATION OF UTILITIES PRIOR TO CONSTRUCTION. 3. PROVIDE MINIMUM OF 12,900 GALLON CAPACITY (NORTH DISTURBANCE AREA) AND 24,200 GALLON CAPACITY (SOUTH DISTURBANCE AREA) BAKER TANKS AS NECESSARY FOR STORMWATER SEDIMENT SETTLING PRIOR TO DISCHARGE FROM SITE. 4. UTILIZE EXISTING FENCING AND/OR PROVIDE CONSTRUCTION FENCING AS NECESSARY TO SECURE SITE. 5. PROVIDE CATCH BASIN INSERTS 500 FEET DOWNSTREAM OF SITE AND ALONG ROUTE PER COR STD PLAN 216.30. 6. REFER TO MECHANICAL PLANS FOR GAS ADDITIONAL UTILITY AND RAIN LEADER DEMOLITION NOTES. 7. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE THE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE. THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS SHALL BE IMPLEMENTED TO ENSURE COMPLETE SILTATION AND EROSION CONTROL ON THE SITE PER THE CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN. 0 NC) O N N Q 10 0 5 10 20 I I I I I J LEGEND Scale 11111=10, — — PROPERTY LINE EX CONTOUR (INDEX) 00 �— M —23l— _ _ _ EX CONTOUR O O EX BUILDING O � PROPOSED BUILDING OUTLINE N \ � BUILDING/STRUCTURE REMOVAL N � �� — SAWCUT LINE \ \ ASPHALT REMOVAL \ CONCRETE REMOVAL \ STABILIZED CONSTRUCTION \ ENTRANCE \ EX TREE TO REMAIN EX TREE TO BE REMOVED TREE PROTECTION Cfl Ln . . . . . 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Dial 811 R-422105 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Q Michael Sippo 01 /27/2023 LINDBERGH HIGH SCHOOL MODERNIZATION 16426128TH AVE SE RENTON, WA 98058 TESC + DEMOLITION PLAN AREA F3- SOUTH SCIENCE m Z) DATE. 16 SEPT 2022 LU FIELDBOOK: (- PAGE: DRAWING NO: C1.3 LJJ SHEET: of: 5 64 0 OD •.... . .�, CO 4� it ��jl,� i;� j�:[.._ . ./ • �� fit it.' fitt�.�a•.an>~�. j�_ REMOVE EX 12" STORM �ucouT RM -� REMOVE EX CB - UTILIZE EX ASPHALT DRIVE FOR CONSTRUCTION ACCESS UNTIL IT P P _ IS REMOVED SUPPLEMENT WITH FILTER FABRIC AND QUARRY 4 SPALLS PER CITY OF RENTON D — D STD PLAN 215.10 AS NECESSARY 1-9 (TYP) TREE PROTECTION d d ASPHALT c`s FENCING (TYP) ENTER" d d C9�JC RgIO�P / -r ` � -- O Q -�N ON \ ROCK z �f-� ICK �GA ��MNs ND67ERSAVE AND PROTECT O EX CB I 3» / ;/ T� \ 12" L / /, C•) _ REMOVE EX 12" STORM "04-2— — — 1� I �; S B,- NSDCB, RP�N$ Q O CATCH BASIN M ;V16" 11�EN4C 21.5,, z RELOCATE EX z Cr INSERT (TYP) 1 I BOULDER OUT 12" REMOVE EX CB I I ( Q OF CURB \ LLJ I I; I 0Li 3 1 p O \ I II V / \ SAVE AND PROTECT EX ELECTRICAL I \ o I I I I I UTILIZE EX ASPHALT DRIVE- 2 o TATION / FOR CONSTRUCTION C`' I w / STAGING UNTIL IT IS _ I' / 28" REMOVED SUPPLEMENT 131 I �/ WITH FILTER FABRIC AS — — — NECESSARY (TYP) W W I M I I 1 1 1 II I QII I w ,8" Z Ir U) s: I I, I I LIMITS OF WORK J I Z I (TYP) Cn I II J I II SAWCUT AND REMOVE EX \ I I ASPHALT a (TYP) M/ \ I I I I a 3» I / GRASS REMOVE EX CURB % TREE PROTECTION I , FENCING (TYP) I I I I I \ C� I \ CID CD :T1 CDI I / SDCB, RIM=433.8 Q D -I-- 3 E 6" PVC=431.8 N a IE 6" CONC=431. ) r N I / Z Id m CO m II I I Waft I \ \ O NOT EN R" 1 N \ R GRASS 0 a 211 P Dw l i.. ♦ Its\ poi �p� � � � ��� G//P lU9N IIIIIIII 911111' 41111P `AAN ��� �7 - - � • N 0 0 RELOCATE AND REROUTE EX CONDUIT PER ELECTRICAL SOMA, MISINN �ON IF NIFIN CIVIL PERMIT RESPONSE PERMIT RE —SUBMITTAL REVISION \ \ TEMPORARILY PLUG OUTLET PIPE a� CATCH BASIN I \ 3 AND INSTALL TEMPORARY SUMP I 1 \ \ C1•9 INSERT (TYP) AND PUMP TO PUMP \ CONSTRUCTION STORMWATER TO l HOLDING TANKS AS NECESSARY \\ FOR SEDIMENT SETTLING\\\\ \\ d PLAN! \ O ID I s� \ \ \ f pg I \ I 2., co og2g I � CAA a>2p 4% I Alp �2 rS � RPAAM/F PY TRPT SURVEYED: DESIGNED: 0/26/2 DRAWN: 2/12/2 CHECKED: BY DATE AP P R APPROVED: D 1 � ' D ' H SD IM= 46 D • cone4a2z. "Ew) '0.We�''e ' '=•tea A D (sf Sally (SHJ �@ , x x 26 Max 20 > l D BAKER TANK OR APPROVED \ D EQUAL FOR SEDIMENT \ X D SETTLING OF CONSTRUCTION \\ \ \ `STORMWATER \ ey zs s D SOM \ A 0 255x \ f 2.2 D D f Ny, NCD O N N Q 20 0 10 20 40 J Scale 1v=20' LEGEND — — PROPERTY LINE —230— _ EX CONTOUR (INDEX) EX CONTOUR O EX BUILDING MO l PROPOSED BUILDING OUTLINE O I O / BUILDING/STRUCTURE REMOVAL O N SAWCUT LINE N ASPHALT REMOVAL CONCRETE REMOVAL STABILIZED CONSTRUCTION o� o o� c ENTRANCE 0 EX TREE TO REMAIN EX TREE TO BE REMOVED TREE PROTECTION . . . . . EX CURB TO BE REMOVED Cfl SD EX UTILITY TO BE REMOVED Ln (D CATCH BASIN INSERT 00 NN LIMITS OF WORK C) N U \ \ TEMPORARILY PLUG x's°zs INLET TO EX FILTERRA Rb�y I \ so DURING CONSTRUCTION FMao �\ REMOVE PLUG WHEN SAWCUT AND JD SITE HAS BEEN REMOVE EX D \ STABILIZED I ASPHALT (TYP) SpM SDMH, \ I I D RIM=427.14 \ I z>Z \ \ D \� E=416.Ofi ETM ?s NOTES: 1. CIVIL PLANS SHOWN AND NOTED WERE TAKEN FROM EXISTING DRAWINGS AND FIELD SURVEY. 2. AT PROPOSED CONNECTION POINTS TO EXISTING UTILITIES, CONTRACTOR TO POTHOLE TO CONFIRM LOCATION AND ELEVATION OF UTILITIES PRIOR TO KEY MAP CONSTRUCTION. 3. PROVIDE MINIMUM OF 12,900 GALLON CAPACITY (NORTH DISTURBANCE AREA) AND 24,200 GALLON CAPACITY (SOUTH DISTURBANCE AREA) BAKER TANKS AS Know what's below. NECESSARY FOR STORMWATER SEDIMENT SETTLING PRIOR TO DISCHARGE FROM SITE. Call before you dig. 4. UTILIZE EXISTING FENCING AND/OR PROVIDE CONSTRUCTION FENCING AS Y g NECESSARY TO SECURE SITE. Dial 811 5. PROVIDE CATCH BASIN INSERTS 500 FEET DOWNSTREAM OF SITE AND ALONG ROUTE PER COR STD PLAN 216.30. 6. REFER TO MECHANICAL PLANS FOR GAS ADDITIONAL UTILITY AND RAIN LEADER R_422106 DEMOLITION NOTES. 7. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE THE COCOS MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS AS IN MPLIANCE WITH ITY F RENTON TANDARDS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE. THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS SHALL BE DEVELOPMENT ENGINEERING � ' J IMPLEMENTED TO ENSURE COMPLETE SILTATION AND EROSION CONTROL ON 7 Q THE SITE PER THE CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN. Michael Sippo 01/27/2023 H SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. LINDBERGH HIGH SCHOOL MODERNIZATION 16426128TH AVE SE RENTON, WA 98058 TESC + DEMOLITION PLAN SOUTH PARKING LOT 00 Z) DATE. 16 SEPT 2022 W FIELDBOOK: (— PAGE: DRAWING NO: Cl .4 LLJ SHEET: 6 OF:64 CO z O 1-- 0 0 Q 0 z Q z O Q N z ry L1J 0 O 75 0 0 ry LJJ m z J ---------- - `_ ° . 0 >6I ml <8 c{ 1 INSERT (TYP) SAVE AND PROTECT EX SWITCH CONTROL AND ELECTRICAL VAULTS TO "I-` REMAIN �� ` 1 j 00 7 ° I I / I I ° SAVE AND PROTECT EX A CURB IO REMAIN J/'i YY ITV I /'il W. W.. 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Dial 811 R-422107 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING ® J Michael Sippo 04/12/2023 ' Q H H LINDBERGH HIGH SCHOOL MODERNIZATION 16426128TH AVE SE RENTON, WA 98058 TESC + DEMOLITION FRONTAGE DATE. 16 SEPT 2022 Uj FIELDBOOK: (- PAGE: DRAWING NO: C1.5 L U SHEET: OF: 64 N O 0 W I— z O 1= 0 Q 0 z Q z O Q N z ry LU 0 O 75 0 2 0 ry W m z J w Q z w U_ I 1 z \ I \ o \ \o \ \ \� `__ ___ I L 1 TREE PROTECTION ✓ v v v v \ — LIMITS OF WORK FENCING (TYP) — — (TYP) 13 d IL --A _ - d REMOVE EX FENCES ` — — — — — TEMPORARILY REMOVE _ _ — — RFINI�TAI I FX SIC;N c / I ~ N / I V SAVE AND TPROTECTEX CURB cz REMAIN / / REMOVE EX 128TH AVENUE SE // 1400 (TYPONj RETE / S s S S N< -S \ \ ` ` P P P P P P �� P P P P N W W —�S, W W. — —�� — W. W !' . . .. . .. . . . - - J d� . d Q 4 .� .. . • Q T �a T T T T T T - GAS — GAS GAS A J T GAS GAS GAS AS GAS ^ T i P P J P P P 1 P*� T FT T— L 1 �. 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M M. v M M M d ' I v . — i svo Svs svo — — sv� sv� s sv9 SVO sv� v� sv0 �— — — — _� I 1— —I —4 — r — 1— — — — — 1 / 1 1 1�—°— �d--d— d— d d-- —d — —d— d d d— d— d d d IVA k \4 22+00 REMOVE EX CONCRETE - CURB RAMP AND CURB (TYP) + SAWCUT TO NEAREST JOINT (TYP) S S 1932 First Ave Suite 201 Imm Seattle, WA 98101 e p.206.725.1211 f. 206.973.5344 engineering pllc www•Ipdengineering.com i RFI-328 h 3/02/2 SURVEYED: SCALE: VERTICAL: NAVD 1988 RFI-319 3 03 2 HORIZONTAL: NAD 1983/1991 DESIGNED: CCD-041 3/21 /2 CCD-044 3/29/2 DRAWN: PERMIT RE -SUBMITTAL 3/31/2 CHECKED: ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY svo sv9 sv9 - - d — — d — — d — — d — I I I I � .. � M — a CITY OF RENTON Planning/Building/Public Works Dept. Cfl O O z O N N 10 0 5 10 20 I I I I I J Scale 1W=10' LEGEND — — PROPERTY LINE —230— EX CONTOUR (INDEX) 00 M EX CONTOUR O O EX BUILDING O / l 1 PROPOSED BUILDING OUTLINE N BUILDING/STRUCTURE REMOVAL N SAWCUT LINE ASPHALT REMOVAL CONCRETE REMOVAL 0 EX TREE TO REMAIN EX TREE TO BE REMOVED TREE PROTECTION . . . . . EX CURB TO BE REMOVED Ln SD EX UTILITY TO BE REMOVED 00 N O CATCH BASIN INSERT O N LIMITS OF WORK N U KEY MAP N Know what's below. 95 Call before you dig. Dial 811 R-422109 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING J �' Michael Sippo 04/12/2023 '' H 75 LINDBERGH HIGH SCHOOL MODERNIZATION 16426128TH AVE SE RENTON, WA 98058 TESC + DEMOLITION FRONTAGE DATE: 16 SEPT 2022 W FIELDBOOK: (— PAGE: DRAWING NO: C1.7 SHEEN: OF: 64 GENERAL NOTES m a 00 N N 0 N w z w 1. EXISTING CONDITIONS: 6. REGULATORY REQUIREMENTS: Ir- N A. CONTACT ALL NECESSARY UTILITY PURVEYORS TO COORDINATE UTILITY CUTOFFS AND A. COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES AND SAFETY REMOVALS. VERIFY THAT ALL APPROPRIATE SERVICES HAVE BEEN DISCONNECTED. REGULATIONS. IF THERE ARE ANY CONFLICTS AMONG REFERENCED STANDARDS, THE MORE 't STRINGENT REQUIREMENTS SHALL GOVERN. 6 B. CONFORM TO LOCAL GOVERNING REQUIREMENTS REGARDING NOISE CONTROL. � B. OBTAIN ALL NECESSARY PERMITS. i C. MAINTAIN SAFE VEHICULAR AND PEDESTRIAN TRAFFIC ROUTES: 0 7. SAFETY SYSTEMS: w 2. ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, ALLEYS, SIDEWALKS, AND ADJACENT FACILITIES. A. PROTECT ALL EXCAVATION IN EXCESS OF FOUR -FEET IN DEPTH WITH A SAFETY SYSTEM CONFORMING TO THE REFERENCED REQUIREMENTS. 3. DO NOT CLOSE OR OBSTRUCT STREETS, FIRE LANES, SIDEWALKS, ALLEYS OR PASSAGEWAYS WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION. B. THE CONTRACTOR'S EXCAVATION SAFETY SYSTEM SHALL BE DESIGNED BY A QUALIFIED PERSON AND MEET THE REFERENCED REQUIREMENTS. 4. IF REQUIRED BY GOVERNING AUTHORITIES, PROVIDE ALTERNATE ROUTES AROUND CLOSED OR co OBSTRUCTED TRAFFIC WAYS. C. ALL EXCAVATION NOT REQUIRING TRENCH SAFETY SYSTEMS SHALL ALSO MEET THE WISHA z SAFETY STANDARDS AND CITY OF RENTON REQUIREMENTS. A. VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AT POINTS OF CONNECTION PRIOR O TO COMMENCING WORK ON NEW UTILITY THAT IS TO BE CONNECTED TO THE EXISTING 8. EXCAVATION: UTILITY. COORDINATE WITH OWNER'S REPRESENTATIVE IF ACTUAL CONDITIONS ARE AT VARIANCE WITH PLANS. A. MATERIALS NOT DESIGNATED FOR SALVAGE SHALL BE BROKEN UP, LOADED, AND LEGALLY Q DISPOSED OF BY THE CONTRACTOR. CARE SHALL BE TAKEN REMOVING ITEMS TO ENSURE B. VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES SUFFICIENTLY IN ADVANCE OF THAT DAMAGE DOES NOT OCCUR TO THE EXISTING TREES AND IMPROVEMENTS WHICH ARE TO ALLOW FOR COORDINATION AND MITIGATION OF CONFLICTS WITHOUT TO REMAIN IN PLACE. ALL REMOVALS SHALL BE ACCOMPLISHED BY MAKING A NEAT QCONSTRUCTION DOWN TIME. VERTICAL SAWCUT AT THE LIMITS OF REMOVAL. ALL CONCRETE WALK REMOVALS SHALL BE SAWCUT AT THE NEXT ADJACENT JOINT. ADJACENT MATERIALS DESIGNATED TO REMAIN 5. DIMENSIONS AND LAYOUTS: THAT ARE DAMAGED BY THE CONTRACTOR DURING THE WORK SHALL BE REPLACED AT NO z ADDITIONAL COST TO THE OWNER. Q A. THE CONTRACTOR IS RESPONSIBLE FOR PRESERVING ALL BENCHMARKS AND STAKES AND IS REQUIRED TO REPLACE ANY STAKES OR BENCHMARKS THAT ARE DISPLACED OR MISSING. B. SPRINKLE EXCAVATED MATERIAL AND ACCESS ROADS AS NECESSARY TO LIMIT DUST TO THE z LOWEST PRACTICABLE LEVEL. DO NOT USE WATER TO SUCH AN EXTENT AS TO CAUSE O B. THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL UTILITY PURVEYOR AND CITY FLOODING, CONTAMINATED RUNOFF, OR ICING. RECORDS RELATIVE TO THE EXISTING UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR AVOIDING DAMAGE TO THESE FACILITIES AND SHALL RESTORE ALL C. IN THE EVENT THE CONTRACTOR ENCOUNTERS UTILITY LINES NOT SHOWN ON THE SITE Q UTILITIES AT CONTRACTOR'S OWN EXPENSE. THE CONTRACTOR IS TO NOTIFY THE OWNER'S PLAN OR OTHERWISE INDICATED TO BE SAVED, REMOVED, OR ABANDONED, THE LOCATION N REPRESENTATIVE IMMEDIATELY IF UNDERGROUND UTILITIES NOT SHOWN ON RECORD OF SUCH LINES SHALL BE MARKED IN THE FIELD AND THE OWNER'S REPRESENTATIVE _ DOCUMENTS ARE ENCOUNTERED. NOTIFIED. Z C. THE CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING, SETTING AND MARKING ALL LINE 9. FILL MATERIALS: LOCATION STAKES. A QUALIFIED LAYOUT ENGINEER, SURVEYOR, OR TECHNICAL SPECIALIST w MUST BE ASSIGNED TO THE CONTRACTOR'S CREW FOR THIS WORK AND SHALL BE ON SITE A. IF ANY FILL IS ANTICIPATED TO BE BROUGHT TO THE SITE THE APPLICANT SHALL SUBMIT 0 AT ALL TIMES WHEN WORK REQUIRING CONTROL IS BEING PERFORMED, TOGETHER WITH A SOURCE STATEMENT CERTIFIED BY A PROFESSIONAL ENGINEER OR GEOLOGIST LICENSED O ALL NECESSARY EQUIPMENT, SUPPLIES AND INSTRUMENTS RELATED THERETO. THIS IN THE STATE OF WASHINGTON MEETING THE REQUIREMENTS OF RMC 4-4-060N.4 OR EQUIPMENT AND PERSONNEL MUST BE AVAILABLE, AT NO ADDITIONAL COST TO THE OWNER PROVIDE DOCUMENTATION THAT FILL WILL BE OBTAINED FROM A WASHINGTON STATE OR OWNER'S REPRESENTATIVE, FOR THE PURPOSE OF VERIFYING LAYOUT AND CERTIFYING DEPARTMENT OF TRANSPORTATION (WSDOT) APPROVED SOURCE AS ALLOWED BY RMC THE ACCURACY OF WORK ON THE SITE. 4-4-060N.4.G. = GRADING NOTES CONSTRUCTION NOISE NOTES u B. ALL MATERIAL WHICH IS PROPOSED TO BE USED AS FILL, BEDDING OR BACKFILL SHALL BE GRADED AND TESTED FOR MOISTURE CONTENT AND COMPACTABILITY. GRADATION AND TEST RESULTS SHALL BE SUBMITTED FOR REVIEW AND ACCEPTANCE BY THE OWNER'S REPRESENTATIVE PRIOR TO PLACEMENT OF FILL. SEE SPECIFICATIONS FOR INFORMATION AND RESTRICTIONS ON THE USE OF RECYCLED MATERIAL AS FILL. C. MATERIAL USED IN FILLING SHALL BE APPROPRIATE TO THE SITE AND THE INTENDED USE OF THAT PORTION OF THE SITE. D. TOPSOIL SHALL NOT BE USED AS A FILL MATERIAL. E. NO FROZEN OR THAWING MATERIAL SHALL BE USED IN A FILL. F. COMMON FILL MATERIAL SHALL CONSIST OF ON -SITE EXCAVATED SOILS FREE OF ORGANIC AND DELETERIOUS MATERIAL AND OF SUCH SIZE AND GRADATION THAT THE SPECIFIED COMPACTION CAN BE READILY ATTAINED. THE MOISTURE OF COMMON FILL MATERIAL AT THE TIME OF PLACEMENT SHALL BE WITHIN A RANGE OF ONE PERCENT ABOVE TO TWO PERCENT BELOW THE OPTIMUM MOISTURE CONTENT FOR COMPACTION. G. GRAVEL BORROW: PER SECTION 9-03.14(1) OF WSDOT. H. STRUCTURAL FILL SHALL BE NON -ORGANIC SOIL, ACCEPTABLE TO THE OWNER'S REPRESENTATIVE, PLACED IN MAXIMUM 8-INCH LOOSE LIFTS, WITH EACH LIFT BEING COMPACTED TO AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DENSITY USING ASTM:D 1557. STRUCTURAL FILL SHALL BE PLACED AND COMPACTED WITHIN 2% OF THE OPTIMUM MOISTURE CONTENT. 10.COMPACTION: REQUIRED COMPACTION: COMPACT FILLS AND BACKFILLS TO THE FOLLOWING MINIMUM RELATIVE COMPACTION (PERCENTAGE OF MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557). LOCATIONS REQUIRED MINIMUM RELATIVE COMPACTION UTILITY TRENCHES: 95% UNDER WALKS AND PAVING: 95% AGAINST WALLS: 90% PLANTING AND LANDSCAPE AREAS: 85% OTHER: 95% 11.FIELD QUALITY CONTROL: A. THE OWNER'S TESTING AGENCY SHALL PERFORM TESTING. THE OWNER'S TESTING IS ONLY TO VERIFY CONFORMANCE WITH THE PROJECT PLANS. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THAT THE WORK MEETS THE REQUIREMENTS OF THE SPECIFICATIONS AND THE CITY OF RENTON. SWPPS PLAN NOTES ry 1. ALL WORK SHALL BE IN CONFORMANCE WITH THE "GEOTECHNICAL ENGINEERING STUDY, 1. FOR ALL COMMERCIAL, MULTI -FAMILY, AND NEW SINGLE-FAMILY HOMES, 1. NO HAZARDOUS LIQUID PRODUCTS, INCLUDING BUT NOT LIMITED TO PETROLEUM PRODUCTS, w PROPOSED HOUSING DEVELOPMENT, 1144-1158 HARRINGTON AVENUE NORTHEAST", CONSTRUCTION -RELATED NOISE IS ALLOWED: FUEL, SOLVENTS, DETERGENTS, PAINT, PESTICIDES, CONCRETE ADMIXTURES AND FORM OILS m GEOTECH CONSULTANTS, INC. OCT 15, 2015. SHALL BE STORED ON -SITE WITHOUT PRIOR APPROVAL. IF REQUESTED, THE CONTRACTOR 7 AM TO 8 PM MON-FRI SHALL PROVIDE FOR SPILL CONTAINMENT IN ACCORDANCE WITH KING COUNTY AND CITY OF 0 2. THE PROJECT GEOTECHNICAL ENGINEER OF RECORD OR HIS REPRESENTATIVE MUST BE 9 AM TO 8 PM SAT, WORK ON THIS DAY IS BY CITY PERMISSION ONLY RENTON REQUIREMENTS. CONTRACTOR SHALL PROVIDE A LIST OF THE TYPES AND SIZES OF Z ONSITE DURING CRITICAL EARTHWORK OPERATIONS. THE GEOTECHNICAL ENGINEER SHALL NO WORK SHALL BE PERMITTED ON SUNDAY. LIQUIDS THAT WILL BE STORED/HANDLED ON SITE. CONTRACTOR WILL ALSO SHOW THE I OBSERVE ALL EXCAVATIONS AND FILL AREAS. IN ADDITION, THE ENGINEER SHALL INSPECT PROPOSED LOCATION FOR STORAGE ON A PROJECT SITE PLAN AND WILL PROVIDE A THE SOIL CUTS PRIOR TO CONSTRUCTION OF WALLS AND INSPECT THE COMPACTION IN FILL AREAS. THE ENGINEER MUST SUBMIT FIELD REPORTS IN WRITING TO THE PCD INSPECTOR FOR SOILS VERIFICATION AND FOUNDATION CONSTRUCTION. ALL EARTHWORK SHOULD BE IN CONFORMANCE WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT. 3. THE GEOTECHNICAL ENGINEER MUST BE PRESENT AT THE PRE -CONSTRUCTION MEETING(S). IN ADDITION, THE FOLLOWING CONSTRUCTION STAGES MUST BE INSPECTED, MONITORED, AND TESTED AS NECESSARY BY THE GEOTECHNICAL ENGINEER OF RECORD: A. SITE CLEARING AND STRIPPING OF ORGANIC TOPSOIL FOR ALL AREAS TO RECEIVE STRUCTURAL FILL, PAVEMENTS, OR FOUNDATIONS. B. CUT SLOPES OVER FOUR FEET HIGH. C. BENCHING FOR FILL TO BE PLACED ON SLOPES. D. INSPECTION OF PROPOSED IMPORT FILL MATERIAL, PRIOR TO PLACEMENT. NO DELIVERIES SHALL BE SCHEDULED PRIOR TO 7:00 AM OR AFTER 6:00 PM. PROPOSED METHOD OF SECONDARY CONTAINMENT. THE OWNER'S REPRESENTATIVE AND KING COUNTY SHALL REVIEW AND APPROVE THE PLAN PRIOR TO STORAGE. 2. CONSTRUCTION -RELATED NOISE IS NOT ALLOWED OUTSIDE OF ALLOWABLE HOURS, LEGAL HOLIDAYS, OR SUNDAYS. 2. CONSTRUCTION WASTE SHALL BE PROMPTLY REMOVED FROM THE SITE AND SHALL NOT BE STOCKPILED. 3. NO STATIONARY FUEL TANKS SHALL BE ALLOWED. MOBILIZATION/STOCKPILE AREA NOTES 4. FUELING OF CONSTRUCTION EQUIPMENT SHALL BE A MOBILE FUEL TRUCK AND SHALL BE ALLOWED ONLY IN PAVED AREAS. CONTRACTOR SHALL PROVIDE A PLAN FOR FUELING AREA 1. ANY EXCAVATED MATERIAL REMOVED FROM THE CONSTRUCTION SITE AND DEPOSITED ON SPILL CONTAINMENT TO THE OWNER'S REPRESENTATIVE AND CITY OF RENTON WITH A PROPERTY WITHIN THE CITY LIMITS MUST BE DONE IN COMPLIANCE WITH A VALID PROPOSED METHOD OF SECONDARY CONTAINMENT. THE OWNER'S REPRESENTATIVE AND CITY CLEARING & GRADING PERMIT. LOCATIONS FOR THE MOBILIZATION AREA AND STOCKPILED OF RENTON, SHALL REVIEW AND APPROVE THE PLAN PRIOR TO FUELING. ALL SPILLS, MATERIAL MUST BE APPROVED BY THE CITY INSPECTOR AT LEAST 24 HOURS IN ADVANCE CONTAINMENT, AND CLEAN UP SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND AT THEIR OF ANY DUMPING. 2. HAULING HOURS WITHIN THE RIGHT-OF-WAY ARE RESTRICTED TO MON-FRI 8:30 - 3:30. OWN EXPENSE. 5. FUELING OF CONSTRUCTION EQUIPMENT SHALL ONLY BE ALLOWED DURING DAYLIGHT HOURS. CONSTRUCTION SEQUENCE 6. THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL EQUIPMENT THAT REQUIRES SIGNIFICANT REPAIR. MINOR REPAIRS OR MAINTENANCE MAY BE ALLOWED ON SITE IN AN E. PLACEMENT OF STRUCTURAL FILL, INCLUDING OBSERVATION OF PROPER MOISTURE 1 CONTENT, LIFT THICKNESS, AND MINIMUM COMPACTION. F. SUBGRADES FOR RETAINING WALLS, FOUNDATIONS, AND FOR THE BASE OF ROCKERIES. 2 G. INSTALLATION OF SUBSURFACE DRAINAGE FACILITIES. H. UTILITY TRENCH BEDDING AND BACKFILL, INCLUDING OBSERVATION OF PROPER 3. MOISTURE CONTENT, LIFT THICKNESS, AND MINIMUM COMPACTION. 4. I. UTILITIES ON STEEP SLOPES; SLOPE ANCHORS AND/OR BACKFILL SLOPE 5. STABILIZATION. 6. J. ANY UNUSUAL SEEPAGE, SLOPE, OR SUBGRADE CONDITION AS DELINEATED IN THE GEOTECHNICAL REPORT OR DISCOVERED IN THE FIELD. 7. 8. 4. AT THE END OF CONSTRUCTION, THE GEOTECHNICAL ENGINEER SHALL SUBMIT A FINAL 9. SUMMARY LETTER VERIFYING THAT CRITICAL STAGES OF CONSTRUCTION HAVE BEEN INSPECTED AND ARE IN CONFORMANCE WITH GEOTECHNICAL REPORT. 10. 11. 12. STREET SWEEPING NOTES 13. 1. CONTRACTOR SHALL IMMEDIATELY SWEEP THE PAVED CITY RIGHT-OF-WAY WHEN DIRT 14. OR OTHER CONSTRUCTION RELATED DEBRIS IS DEPOSITED. 15. DUST SUPPRESSION 17. DUST FROM CLEARING, GRADING, AND OTHER CONSTRUCTION ACTIVITIES SHALL BE MINIMIZED AT ALL TIMES. 2. IMPERVIOUS SURFACES ON OR NEAR THE CONSTRUCTION AREA SHALL BE SWEPT, VACUUMED, OR OTHERWISE MAINTAINED TO SUPPRESS DUST ENTRAINMENT. 3. ANY DUST SUPPRESSANTS USED SHALL BE APPROVED BY THE CITY OF RENTON. PETROCHEMICAL DUST SUPPRESSANTS ARE PROHIBITED. WATERING THE SITE TO SUPPRESS DUST IS ALSO PROHIBITED UNLESS IT CAN BE DONE IN A WAY THAT KEEPS SEDIMENT OUT OF THE PUBLIC DRAINAGE SYSTEM. APPROVED AREA. THE CONTRACTOR SHALL SUBMIT A PLAN FOR THE PROPOSED LOCATION BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRE -CONSTRUCTION MEETING OF VEHICLE MAINTENANCE AND REPAIR AND SHALL INDICATE THE PROPOSED METHOD OF MUST BE HELD BETWEEN CITY OF RENTON, THE APPLICANT, AND THE APPLICANT'S CONTAINMENT FOR POSSIBLE LEAKING VEHICLE FLUIDS. THE CONTRACTOR SHALL ALSO CONSTRUCTION REPRESENTATIVE. CONDUCT A PRE -CONSTRUCTION MEETING WALK THROUGH PROVIDE A PLAN TO THE OWNER'S REPRESENTATIVE AND CITY OF RENTON FOR THE WITH THE CITY PROJECT PLANNER, ENGINEERING, INSPECTOR AND ARBORIST TO REVIEW TREE COLLECTION, STORAGE, AND DISPOSAL OF VEHICLE FLUIDS. THE OWNER'S REPRESENTATIVE PROTECTION FENCING AND CLEARING LIMITS. AND CITY OF RENTON SHALL REVIEW AND APPROVE PLAN PRIOR TO ANY ON -SITE VERIFY VERTICAL AND HORIZONTAL LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES. MAINTENANCE. CONTACT ALL UTILITY COMPANIES THAT MAY BE AFFECTED BY THE PROPOSED CONSTRUCTION. THE ONE CALL CALL NUMBER IS 1-800-424-5555. 7. TRUCK WASHOUT SHALL NOT BE ALLOWED ON SITE. THE CONTRACTOR SHALL PROVIDE VERIFY GRADES PRIOR TO CONSTRUCTION. FLAG CLEARING LIMITS. TRUCK WASHOUT OFF -SITE AT AN APPROVED AND LEGAL LOCATION. ESTABLISH STAGING AREA. INSTALL STABILIZED CONSTRUCTION ENTRANCES, SITE ACCESS ROUTES, CONSTRUCTION PADS AND LAYDOWN AREA AS NECESSARY TO STABILIZE SITE. 8. CONTRACTOR SHALL PROVIDE TO THE OWNER'S REPRESENTATIVE AND CITY OF RENTON THE INSTALL REINFORCED SILT FENCE, TREE PROTECTION FENCE, AND OTHER TESC MEASURES LOCATION OF SPILL RESPONSE MATERIALS. CONTRACTOR WILL ALSO IDENTIFY DISPOSAL AS INDICATED ON PLAN AND AS NECESSARY TO PREVENT EROSION AND STABILIZE SITE. METHODS FOR CONTAMINATED WATER AND SOIL AFTER A SPILL. ESTABLISH SEDIMENT SETTLING TANKS AND OTHER CONSTRUCTION STORMWATER CONTROL 9. THE CONTRACTOR SHALL PROVIDE A REPORT TO THE OWNER'S REPRESENTATIVE AND CITY ELEMENTS. OF RENTON IDENTIFYING THE PERSONNEL RESPONSIBLE FOR POLLUTION PREVENTION, CLEAR & GRUB AREAS OF THE SITE TO BE ROUGH GRADED OR FILLED. INCLUDING CONTACT INFORMATION, AND CLEARLY LISTING THE RESPONSIBILITIES OF THESE REMOVE UNSUITABLE BEARING MATERIAL AS IN DICTATED ON THE PLAN AND AS REQUIRED. PERSONNEL. GRADE AND PLACE ACCEPTABLE FILL. AS SITEWORK PROGRESSES, MAINTAIN AND ADJUST AS NECESSARY. 10.THE CONTRACTOR SHALL PROVIDE A DESCRIPTION OF THE PROCEDURES TO BE USED IN INSTALL NEW STORM DRAINAGE SYSTEM AND CATCH BASIN INSERTS. MONITORING THE POLLUTION PREVENTION BMPS AND RESPONDING TO A BMP THAT NEEDS INSTALL UNDERGROUND UTILITIES. ATTENTION, INCLUDING RECORD KEEPING. CONSTRUCT PROPOSED SITE IMPROVEMENTS. INSTALL AMENDED SOILS ON ALL DISTURBED SOILS NOT COVERED BY HARD SURFACE IN 11.THE CONTRACTOR SHALL PROVIDE A REPORT TO THE OWNER'S REPRESENTATIVE AND CITY ACCORDANCE WITH PIERCE COUNTY BMP T5.13. OF RENTON IDENTIFYING THE PERSONNEL RESPONSIBLE FOR SPILL PREVENTION, INCLUDING COMPLETE FINE GRADING AND FINAL STABILIZATION MEASURES INCLUDING LANDSCAPE CONTACT INFORMATION, AND CLEARLY LISTING THE RESPONSIBILITIES OF THESE PERSONNEL. INSTALLATION. 12.THE CONTRACTOR SHALL ALSO PROVIDE A DESCRIPTION OF THE PROCEDURES TO BE REMOVE EXCESS EXCAVATED MATERIALS, TRASH DEBRIS, AND WASTE MATERIALS. DISPOSE USED IN MONITORING THE SPILL PREVENTION BMPS AND RESPONDING TO A SPILL INCIDENT, OF IN AN AUTHORIZED LOCATION. INCLUDING RECORD KEEPING. CLEAN STORM DRAINAGE SYSTEM OF ALL SEDIMENT AND DEBRIS. MAINTAIN TEMPORARY EROSION CONTROL FACILITIES UNTIL SITE IS COMPLETELY STABILIZED. J A 1932 First Ave of �� WAS/yl �� SURVEYED: SCALE: ` �c� Suite 201 ,� � DESIGNED: � z � Seattle, WA 98101 p.206.725.1211 DRAWN: f. 206.973.5344 /� �F 6R�p �� CIVIL PERMIT RESPONSE 0/26/2 ONE INCH mmmo /sTE �`� 7 PERMIT RE -SUBMITTAL 12/12/22 CHECKED: AT FULL SCALE engineering pIIc pden ineerin .com FSS��NAL ENG\ ,L� N0. REVISION BY DATE APPR C NOT ONE INCH WWW•i 9 9 APPROVED: SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF RENTON EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL (ESC) PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK -OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. 8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON -SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. UCITY OF RENTON Planning/Building/Public Works Dept. R-422110 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Ambl 00 O O O i N Cfl Ln 00 O N N A, u [DEVELOPMENT ENGINEERING Q Michael Sippo 01/27/2023 ' LINDBERGH HIGH SCHOOL MODERNIZATION 16426128TH AVE SE RENTON, WA 98058 TESC + DEMOLITION DETAILS H 75 00 Z) DATE. 16 SEPT 2022 W FIELDBOOK: (- PAGE: DRAWING NO: C1.8 SHEET: OF: 10 64 ^� I..L N N N N 0. DocuSign Envelope ID:6EECF5B6-602A-4E4A-B436-A317AA638878 N5" MAX. DRAINAGE GRATE I TRIM OGRATE FRAME _ _ OVERFLOW BYPASS a• QBELOW INLET GRATE DEVICE w '`4s CROWN DRIP LINE OR OTHER rr-- LIMIT OF TREE PROTECTION SEDIMENT AND DEBRIS .w',, z AREA. SEE C1.0 FOR FENCE J ALIGNMENT EXISTING EXISTING GRADE TEMPORARY SUMP FILTERED J� III 6" MIN PONDING DEPTH AS WATER W of d� v/v/v/vi 6 v/i�/%/%/%/i 0(a)TREE PROTECTION FENCE: MAINTAIN EXISTING ��-� /vv//� c`1.s AROUND ALL SIDESOF 6'-0" HIGH CHAIN LINK GRADE WITH THEGRAVEL A SECTION vlEw CONSTRUCTION FENCE TREE PROTECTION 0� 0 FENCE UNLESS EXISTING CB DRAINAGE GRATE OTHERWISE 1 MIN '\ (RECTANGULAR GRATE SHOWN) RETRIEVAL SYSTEM(TYP.) _ INDICATED ON THE/AAj� VAjAA, 0 ® LINE. z 8.5" X 11 " SIGN LAMINATED IN Q PLASTIC SPACED EVERY 50' 5" THICK LAYER OF MULCH ALONG FENCE. "NO TRESPASSING Z OVERFLOW BYPASS (TYP) TREE PROTECTION" PLACE ON > OBELOW INLET GRATE DEVICE EACH SIDE OF FENCE WHERE NOTES: LESS THAN 50. WATER LEVEL \\ /\\j/ SUMP PUMP AND MOTOR Q 0> 0 N 1. SEE SPECIFICATIONS AND ARBORIST REPORT FOR ADDITIONAL TREE PROTECTION ISOMETRIC VIEW _ REQUIREMENTS. z NOTES:\i\ z 0 0 \/ CONCRETE BLOCKS 1. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF DISTURBED OR 2. IF THERE IS NO EXISTING IRRIGATION, SEE SPECIFICATIONS AND ARBORIST\/°� < /�//� CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. REPORT FOR WATERING REQUIREMENTS. W 2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. 0 3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE. 3. NO PRUNING SHALL BE PREFORMED EXCEPT BY APPROVED ARBORIST. 10 4. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE. C 5. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 4. NO EQUIPMENT SHALL OPERATE INSIDE THE PROTECTIVE FENCING INCLUDING LJ 6. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. DURING FENCE INSTALLATION AND REMOVAL. i i1 7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). = 8. ANYSTORAGE. AGE.T T IN EFITHE ERMEDI BASINFOR EWERNSERT SHALL INSERT BE OVED LEANED HEN THE OR ENT HASLEAST MONTHLLED LY. OF THE AVAILABLE 5. SEE SITE PREPARATION PLAN FOR ANY MODIFICATION WITH THE TREE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) PROTECTION AREA. = STD. PLAN - 216.30 � PUBLIC WORKS APPR ED: „�� DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 :45 A Nbii .fta 1N,1a 1 DATE W NTS m z_ CITY F RENTON STD 21 - CATCH BASIN INSERT TREE PROTECTION FENCINNG 2 TEMPORARY SUMP AND PUMP C O O S 6 30 C C S S N 3 J CONSTRUCTION ENTRANCE NOTES: SANDBAG (TYP.) EXS�\NG RO PO 1 PAVEDDRIVEWAYS SHALL BE TO 10' MAX. THE EDGE OF THE RIGHT-OF-WAY PRIOR TO INSTALLATION OF THE R = 25' MIN. CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. I I III 2. IT IS RECOMMENDED THAT THE ` ENTRANCE BE CROWNED SO THAT 1-1I I RUNOFF DRAINS OFF THE PAD TOE IN SHEETING IN 4" x 4" MIN. TRENCH III -:I 100' MIN. INSTALL DRIVEWAY CULVERT =I I �;, 10' MAX. IF THERE IS A ROADSIDE -_ DITCH PRESENT, AS PER CITY ROAD STANDARDS -1IMII 4"-8" QUARRY SPALLS -I � I- I�IIIIIIIII GEOTEXTILE i-III-I :• :_ ... ' . I 15'MIN. PROVIDE FULL WIDTH OF 1=I I I -I I I I I INGRESS/EGRESS AREA PROVIDE ENERGY DISSIPATION AT TOE IF EROSION IS LIKELY 12"MIN. THICKNESS NOTES: 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. 1.2. FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION ENTRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTH/WIDTH TO PROVIDE VEHICLE ACCESS/PARKING, BASED ON LOT SIZE/CONFIGURATION. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. A SEPARATION GEOTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GEOTEXTILE SHALL MEET THE FOLLOWING STANDARDS: NOTES: 1. CONDITIONS OF USE GRAB TENSILE STRENGTH (ASTM D4632) 200 LBS. MIN. 1.1. PLASTIC COVERING MAY BE USED ON DISTURBED AREAS THAT REQUIRE COVER MEASURES FOR LESS THAN 30 DAYS. 1.2. PLASTIC IS PARTICULARLY USEFUL FOR PROTECTING CUT AND FILL SLOPES AND STOCKPILES. GRAB TENSILE ELONGATION (ASTM D4632) 30 % MAX. (WOVEN) 1.3. CLEAR PLASTIC SHEETING MAY BE USED OVER NEWLY -SEEDED AREAS TO CREATE A GREENHOUSE EFFECT AND ENCOURAGE GRASS GROWTH. CLEAR PLASTIC SHOULD NOT BE USED FOR THIS PURPOSE DURING THE SUMMER MONTHS. CBR PUNCTURE STRENGTH (ASTM D6241) 495 LBS. MIN. ADS (ASTM D4751) 20-45 (U.S. STANDARD SIEVE SIZE) 1.4. THIS METHOD SHALL NOT BE USED UPSLOPE OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BY RUNOFF. SUCH AREAS INCLUDE STEEP AND 2.2. DO NOT USE CRUSHED CONCRETE, CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE PH 2. DESIGN AND INSTALLATION SPECIFICATIONS LEVELS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED. 2.3. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS. 2.1. PLASTIC SHEETING SHOULD HAVE A MINIMUM THICKNESS OF 0.06 MILLIMETERS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS 2.2. IF EROSION AT THE TOE OF A SLOPE IS LIKELY, A GRAVEL BERM, RIPRAP, OR OTHER SUITABLE PROTECTION SHALL BE INSTALLED AT THE TOE IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. OF THE SLOPE IN ORDER TO REDUCE THE VELOCITY OF RUNOFF. 2.4. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.3. TIRES, SAND BAGS, OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC. 2.5. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE 2.4. SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12 INCHES AND BE WEIGHTED OR TAPED. EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3. MAINTENANCE STANDARDS 3.1. TORN SHEETS MUST BE REPLACED AND OPEN SEAMS REPAIRED. 3.2. IF THE PLASTIC BEGINS TO DETERIORATE DUE TO ULTRAVIOLET RADIATION, IT MUST BE COMPLETELY REMOVED AND REPLACED. 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.3. WHEN THE PLASTIC IS NO LONGER NEEDED, IT SHALL BE COMPLETELY REMOVED. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF R 4 2 2111 SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND I N COMPLIANCE WITH CITY O F RENTON STANDARDS THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROLTRAFFC. DEVELOPMENT ENGINEERING I UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) � UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) •['A STD. PLAN -213.30 Michael Sippo 01/27/2023 AdvIlIl •�PUBLIC WORKS APPROVED: STD. PLAN - 215.10 PUBLIC WORKS PRD `�1� DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 1 DEPARTMENT PLASTIC COVERING GAZ 9/28/2018 1 P.M, Works Ad-il-1.1 DATE P NTS Works Adm nl,trxto, DATE NTS NTS CITY OF RENTON STD 315.10 - STABILIZED CONSTRUCTION ENTRANCE- to - CITY OF RENTON STD 213.30 - PLACTIC COVERING 5 NOT USED 6 1932 First Ave of WASyeti SURVEYED: SCALE: HORIZONTAL: NAD 1983/1991 DATE: VERTICAL: NAVD LINDBERGH HIGH SCHOOL MODERNIZATION 16 SEPT 2022 �� \ G� I 3/1 Suite 201 -4 DESIGNED: - 0 CITY OF FIELDBOOK: Seattle, WA 98101 - 16426128TH AVE SE RENTON PAGE: p, 206.725.1211 ....�...�,. .. DRAWN: DRAWING NO: 6 0 CIVIL PERMIT RESPONSE 0/26/2 RENTON WA 98058 f. 206.973.5344 �F R� ONE INCH DATUM o� �sTE `� PERMIT RE -SUBMITTAL 2/12/2 CHECKED: SCALE Planning/Building/Public Fss/E�Works Dept. p TESC +DEMOLITION DETAILS CIA AT FULL engineering pIIC www.lpdengineering.com ANAL .21011t� NO. 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TC 396.88. 1. \ d� / / / TO BE ROUTED INTERNALLY TO 6" z e i TP 396.38 S a SD CONNECTION i 1 1 GP a 397.55 INTERNAL ROUTING PER MECHANICAL ��! 1 397.44 d,l°.\ AAA \� � / -� 1 .GA 1. / 397.23 Q 397.00 A �� \39��25 Q -�� j GNS TC \ 397.75 N 3 \ 1 1 TP 396.50 , I f d DOOR.36 \ z Ao �sFJ J / GPS \ 0.1 397.64 w v'� 1 (. d ,� CONNECT TO EX 39t3 d FOOTING DRAIN Id-397.5 TYP 397.74 TC 397.13 ° d 01 TP 396.63 d o ° _ 1 a 397.64 d 0 TC 397.22 • � d e 01�01�� P TP=393 1 23 LF 6" PVC 11 TP 396.72 / \aSnq7. 7 d m�� /s ©0.5% 0 1 .�.�1 <\\ % e; 2616" FOOTING DRAIN 1 1 •� 1 d 0 Q SD#11 CB TYPE 1 \ d z c� RIM 398.09 1 1 397.49 IE 394.14 (6" NE) IN TC 397.35 1 \ A 6 DOWNSPOUT J IE 395.74 (8" SE)„ IN TP 396.85. . . d 1 a \\ a c2.s CONNECTION (TYP) l FG 401.30 IV IE 396.29 (1-1/2 FM SW) IN 1 1 d \ TP 59 ° \ 13 LF 6 PVC @ FD,O FOOTING DRAIN CLEANOUT (TYP) � IE 394.14 (8" NW) OUT TP-_ 392.9 � ��A� 1 TC 397.41 a 1 2 p% MIN FF 397.75 -I ♦ CONNECT EX FOOTING TP 396.91 r d d 397.80 / Q / '1 ° ` 1� . \ / ♦ i TW 402.07 o \ SD#11A SDCO TP 401.74 1 a ' d ° RAIN LEADER CONNECTION COORDINATE TC 401.30 TC 397.50 397.70 %" /♦ CONNECTION W/ MECHANICAL 7 TP 401 0 j CB TYPE 1 ° /d ♦ ♦ i TC 401.98 S c2s CONNECT TO EX 12" SD LINE TP 397.00 /♦ RIM 397.73 cgs fC 401.30 TP 401.65 RIM 397.24 d a ° IE 394.29 (6 NE) ♦ /TP 400.97 IE 393.76 (8" SE) IN a d CONNECT FID i ° a 401.74 EX IE 392.68 (12" SW) IN .j \ / L IE 394.27f d ---- 401.76 a EX IE 392.68 (12" N) OUT ° ° a1 397.77 /.d L �// 29 LF 6" PVC @ 0.5% ♦ Da ' 401.66 DOOR.33 401.66 \ d s` 27 LF 6 PVC 400.97 PROVIDE KOR-N-SEAL / 397.69 a 4� a cP S106-16AW CB BOOT ADAPTOR // ° 398.73' @ 2.0% MIN i ✓ ` zj ON CONNECTIONS 400.12 ♦� d d a d °\ d ° 401.55 41 398.27 °\ 3/ i d I 400.42 d DCO i 400.50 P=393.54 ,�T-395.06 S` \ / d . \ ° ,� . .4S IE 397.52 .a 400.59 / d \' .. fDCO a 401.81 �\ Q / / / � / d \add 400.48a d ° . � nOOR.32 O d a / d d ME400.45 398 09 M9.7Q METC 397.44 ° ME 400.73 ° P. V ME 397.72 a _ „ 2 „ METP 396.94 / 399.86IE 395.89 a 6 a34 LF 8 DI @1.1% a \ \ 17 O CORE DRILL TUNNEL CROSSING STOP OF TUNNEL ±397.20 ME 398.23 \° a ° ° /� ° a �\ 00 s o BTM OF TUNNEL ±392.70 Q \ _ d \ \� d° " .12 400.� ° d / IE 394.09 SE IN THRU TUNNEL ° IE 394.04 NW OUT e F ° // / a \ / CONTRACTOR TO VERIFY ELEVATION / ° / o i AND THAT CORE MEETS 399.96 �a \ / ° 399.94 399.40 STRUCTURAL REQUIREMENTS Q d� d a i a a � a,/ SEE NOTE ON C1.1 /� ME 399. ME 398.99 a v / / 54 LF 1-1 /2" / �. ME 399.11 T-395.99 FM FROM SUMP ME 399.41 PUMP IN VAULT CONNECT TO /�� 51 LF 8" PVC / ° ° d ° Q d d % =396. 3\ 1117 SD#11 /d ° j i @ 0.8% ' / ME 399.62 d a ° ME400.20 19 004 ID 6 Q a �/' 39 LF 8" PVC d ME400.07 e °© 0.8% SD#2 CB TYPE 1 ME 399.9f °°j cgs RIM 399.68 a x ADJUST CB TO GRADE a a d / / IE 397.17 (6" NE) IN 43 LF 6" PVC d \ IE 396.14 (8" E) IN p 1 p% ° CONNECT 8��SD TO EX CB IE 396.14 (8" NW) OUT a d° IE 396.45 8" NW OUT P=395.02 Know what's below. J�T// / - � � s s ME 399.64 \ ME 399.62 Call before you dig. Dial 811 J. "���� WAS/y��� SURVEYED: SCALE., 1932 First Ave o ti VER-nCAL: NAVD 198e Q' /s \ CA HORIZONTAL: NAD 1983/1991 Suite 201 ,� (� 0 DESIGNED: CITY OF Seattle, WA 9101 ' d RENTON f. 206.725.1211.3.534CIVIL PERMIT RESPONSE 0 26 2 DRAWN: f. 206.973,5344 � �'F 6R�.° �� ONE INCH • o� /STE `� PERMIT RE -SUBMITTAL 2 12 2 CHECKED: DATUM FENG\� 7 AT FULL SCALE Planning/Building/Public Works Dept. IF engineering pIIc www.lpdengineering.com �ONAL SC_..�Z APPROVED: N0. REVISION BY DATE APPR SCNOT ACCORDINGLY NOT ONE INCH N 10 0 5 10 20 Scale 117=10' LEGEND - - PROPERTY LINE EX CONTOUR (INDEX) EX CONTOUR 230_ _ PROPOSED CONTOUR (INDEX) 231 PROPOSED CONTOUR xxx� SPOT ELEVATION FF 78.0 FINISHED FLOOR ELEVATION EX BUILDING I PROPOSED BUILDING d a CONCRETE PAVEMENT ASPHALT (AC) PAVEMENT HEAVY DUTY ASPHALT PAVEMENT SITE WALL VERTICAL CURB L®J CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 O AREA DRAIN STORM DRAINAGE PIPE STORM DRAINAGE W/ SLEEVE -------- FOOTING/SUBSURFACE DRAIN SDCO 0 STORM DRAIN CLEANOUT FDCO e FOOTING DRAIN CLEANOUT DS• DOWNSPOUTS FRENCH DRAIN a - SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION \0� SSMH WATER FITTINGS ,v { WATER SERVICE LINES WATER SERVICE LINES KEY MAP N R-422113 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Cfl O O O N Q J 00 O 0 i N Ln 00 O N u �, DEVELOPMENT ENGINEERING J Michael Sippo 01/27/2023 SURFACE WATER UTILITY J Farah 01 /27/2023 m 0 DATE: LINDBERGH HIGH SCHOOL MODERNIZATION 16 SEPT 2022 � 16426128THAVE SE FFIELDBOOK: PAGE: RENTON, WA 98058 DRAWING NO: GRADING + DRAINAGE PLAN C 2.1 E AREA A-ADMIN SHEET: 13 DF.64 0_ N LU U) z O Q 0 z Q z O Q N z Iy LU 0 O 75 U7 -17 ry LLI 00 z_ J m a Le N N N w J L� ON CONNECTION \� PROTECT EX \ \ FRENCH DRAIN TO \ REMAIN (TYP) SD#15 CB TYPE 2-48- cz.s RIM 413.30 IE 407.87 (12" NE) IN IE 408.37 (6" SE) IN \\ IE 407.87 (12" NW) OUT CONNECT TO EX 6" STORM IE 408.90f ( j) DOWNSPOUT CONNECTION- c`s 2LF6"HDPE ©2.0%MIN 60 LF 6" HDPE 2.7% 27 LF 6" HDPE 0.5% MIN SD#7A. 12' AREA DRAIN WITH BEEHIVE GRATE RIM 412.20 E 410.62 (6" W) IN IE 410.62 (6" E) OUT SDCB, RiM=412. i IN IE 6" CONC=410.71 NE) IE 6" CONC=410.53 (N IE 6" CONC=410.51 (S IE 6" CONC=410.51 ( E) CONNECT TO EX CB ADJUST RIM TO GRADE PROVIDE NEW PEDESTRIAN ME 412.78 GRATE RIM 412.53f IE 410.53 (6" NW) IN IE 410.51 (6" SW) IN / IE 410.51 (6" SE) IN 412.80 IE 410.51 (6" N) OUT 22 LF 6" HDPE 0.5% MIN / / I ME 426.30 / \ 65 LF 12" PVC @ 0.7% 424.7 / \ / \ 00, I I I I I RIM 424.00 C2.6 I IE 408.95 (12 SE) IN IE 408.95 (12" NW) OUT \ 31 LF 12" \ \ \, PVC @ 0.7% \\ 57 LF FRENCH DRAIN i CONNECT 6" SD TO EX MANHOLE IE 418.95 (6" SW) IN \ IE 409.17 (12" NW) OUT 422.49 422.53 ° \ 422.50 \ \ \ 422.54 �\ CONNECT TO EX 7 \ \6" FRENCH DRAIN 1E 418.9f CONTRACTOR TO 422.65 A FIELD VERIFY \ INVERT AND \ \� \ LOCATION \ a \\ \ \SD B, R y \ I E\ 1 „ O IF �000, /5400S-.-*;1i�1 Know what's below. Call before you dig. Dial 811 10 0 5 10 20 LEGEND Scale 1In=10' - - PROPERTY LINE EX CONTOUR (INDEX) EX CONTOUR 230_ _ PROPOSED CONTOUR (INDEX) 231 PROPOSED CONTOUR xxx� SPOT ELEVATION FF 78.0 FINISHED FLOOR ELEVATION EX BUILDING I PROPOSED BUILDING d u CONCRETE PAVEMENT ASPHALT (AC) PAVEMENT HEAVY DUTY ASPHALT PAVEMENT SITE WALL VERTICAL CURB ®J CATCH BASIN TYPE 1 \ \ CATCH BASIN TYPE 2 O AREA DRAIN STORM DRAINAGE PIPE STORM DRAINAGE W/ SLEEVE ------------ FOOTING/SUBSURFACE DRAIN SDCO 0 STORM DRAIN CLEANOUT FDCO e FOOTING DRAIN CLEANOUT DS• DOWNSPOUTS FRENCH DRAIN a - SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION SSMH WATER FITTINGS WATER SERVICE LINES WATER SERVICE LINES R-422114 KEY MAP N IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Michael Sippo 01 /27/2023 SURFACE WATER UTILITY J Farah 01 /27/2023 1932 First Ave `ir & WAS/yl �� SURVEYED: SCALE: vmncA- NAVD 19e8 Suite z01 �� co DESIGNED: HORIZONTAL NAD 1983/1991 CITY OF LINDBERGH HIGH SCHOOL MODERNIZATION Seattle, WA 98101 coz IR RENT 0 N 16426128TH AVE SE p.206.725.1211 CIVIL PERMIT RESPONSE 0 26 2 DRAWN: RENTON, WA 98058 f. 206.973,5344 6R�.° �� ONE INCH DATUM oImmrF /sTE `� 7 PERMIT RE-SUBMITTAL12/12/2 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. 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NAw 1988 Suite 201 C� ,� � � z � DESIGNED: HORIZONTAL'NAD 1983/1991 Seattle, WA 98101 p.206.725.1211 CIVIL PERMIT RESPONSE 0 26 2 DRAWN: f. 206.973.5344 �'F -: �� ONE INCH DATU M o� �sTE \�`� 7 PERMIT RE -SUBMITTAL 2 12 2 CHECKED: AT FULL SCALE engineering PllC www•Ipdengineering.com F ��NAL ECG �Z NO. REVISION BY DATE APPR IF NOT ONE INCH APPROVED: SCALE ACCORDINGLY DATE: AolftLCITY OF LINDBERGH HIGH SCHOOL MODERNIZATION 16 SEPT 2022 LLI PRI RENTON 16426128TH AVE SE PIAELDBOOK: • RENTON, WA 98058 DRAWING NO: Tanning/Building/Public Works Dept. GRADING + DRAINAGE PLAN SOUTH C 2.4 E PARKING LOT SHEET: 16 OF: 64 w 0- N N O N n CITY OF RENTON DRAINAGE NOTES (0 r THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL 13. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND OUTSIDE. INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL O N THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. r (N AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT 14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, O SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, BOLT -LOCKING LIDS PER THE CITY STANDARD PLAN 204.10, 204.20, 204.30, 204.40, AND 204.50. STRUCTURES 27• PROJECTS LOCATED WITHIN THE CITY'S AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL O THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. SHALL HAVE: REQUIREMENT #6 OF THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). O 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD • RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND 28. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/MANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE (V �j AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S OUTSIDE OF THE ROADWAY. STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND N 0 CONTRACTOR. • ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR ROADWAY, BUT OUTSIDE OF THE CURB/GUTTER LINE. CROSSWALK SHALL BE FITTED WITH A NON -SLIP OR NON-SKID LID PER ADA REQUIREMENTS. W 2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS • ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC PRIOR TO CONSTRUCTION. RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS 29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE J OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY APPLICANT. NYLOPLAST DUCTILE IRON 3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST THE CITY LOGO. DOMED OR PEDESTRIAN EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM, RENTON MUNICIPAL CODE 30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM. (RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY 15. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND GRATE WITH LOCK PER PLAN WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING SETBACKS LINES OF THE RENTON SWDM. 31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT U7 PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 16. LIDS OF MANHOLES/CATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION \ \ \ \\ \\ \� UNTIL AFTER PAVING. ALL MANHOLE/CATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 z %// /// /// /// /// /// /// /// /// /// /// /// /// /// /// //\//\//\//\/\/ O\\��\,�\,..�\����/` �`/`� 4. APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS GRADES, UNLESS OTHERWISE SHOWN. GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER, SEWER, GAS, ELECTRICAL ETC.). PLANS FOR STRUCTURES WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY 17. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE PAVEMENT. GRATE ELEV PER PLAN PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY AREAS (E.G., PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY WRITTEN APPROVAL FROM THE CITY. 18. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL Q PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: BE TESTED USING ASTM C1781. Q 6" OUTLET PIPE 5. A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. PER PLAN • 4 - 8 INCH ROCK / 40 - 70% PASSING; 00 Q 6. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR . 2 - 4 INCH ROCK / 30 - 40% PASSING; AND co OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT LESS THAN 2 INCH ROCK / 10 - 20% PASSING. O z NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT'S CONTRACTOR Q TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND 19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, O z PLAN. THE APPLICANT SHALL RECORD ON THE AS-BUiI T DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE BMPS. GENERAL DRAINAGE NOTES AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF N O RECORD IF A CONFLICT EXISTS. 20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT -LOCKING LID 1. PIPE MATERIAL SHALL BE SELECTED FROM THE FOLLOWING LIST PER THE CITY OF RENTON 2017 (� MARKED "STORM" OR "DRAIN" SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF SURFACE WATER DESIGN MANUAL AMENDMENT, TABLE 4.2.1.A2: 7. VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 (WA STATE PLANE, NORTH), A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00. UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN 1.1. CORRUGATED STEEL PIPE (MIN 2-FT COVER) N WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. 1.3. SPIRAL RIB STEEL PIPE (MIN 2-FT COVER) z 8. ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY 1.4. PLAIN CONCRETE PIPE (PCP) (MIN 2-FT COVER) N PER SECTION 2-03.3(14)D - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD 22. ALL NEWLY -INSTALLED AND NEWLY -REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE L.L SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS 1.5. REINFORCED CONCRETE PIPE (RCP) (MIN 1-FT COVER) w ROUND DRAIN BASIN AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY. AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, 1.6. CORRUGATED OR SPIRAL RIB ALLUMINUM PIPE MIN 2-FT COVER RANCOR NYLOPLAST OR GUTTERS AND/OR PAVEMENT. ( ) APPROVED EQUAL 9. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY 1.9. DUCTILE IRON (MIN 1-FT COVER) O SIZE PER PLAN APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN 23. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION C ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. 1.10. LINE CORRUGATED POLYETHYLENE PIPE (LCPE) (MIN 2-FT COVER) G 10. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. 1.11. CORRUGATED POLYETHYLENE PIPE (CPE)-TRIPPLE WALL (MIN 2-FT COVER) 0 CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, 24. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO 1.12. POLYVINYL CHOLRIDE PIPE (PVC) (MIN 3-FT COVER) CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER 1.11. SOLID WALL HIGH DENSITY POLYETHYLENE PIPE (HDPE) (MIN 2-FT COVER) Q0 11. ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00. L0 �2 ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE 00 vN 12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT N ry THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED w SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS DURING CONSTRUCTION. WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE m 26. ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED N ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH N NTS BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220.00, 220.10, AND 220.20. THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY U z AREA DRAIN J VAULT WIDTH INLET SHAPING (NOT BY CONTECH) CLEAN OUT BUILDING WALL PER ARCHITECT A A NOTES: a 1. REFERENCE STRUCTURAL DETAILS FOR PARTIAL DEMOLITION OF 0 TUNNEL AND PROPOSED FOOTINGS, REINFORCING AND OTHER BUTTRESS WALL PER 0 D �O O ADDITIONAL REQUIREMENTS STRUCTURAL w n 2. REFERENCE LANDSCAPE PLANS AND DETAILS FOR WALL AND SEAT STEP ELEVATIONS AND SOIL PLANTING O O SEAT STEPS Q BEYOND PER BUTTRESS WALL PER LANDSCAPE TREE GRATE AND STRUCTURAL //�//�//�//�//� STRUCTURAL \/\ CURB INLET (TYP) \ N /\//\//\//\//\//\//\//\//\ 6" DOWNSPOUT y OPENING \// %\\\\\\\\/% LI N E ///// �/�/ ��/ •' o o O o IMPERMEABLE /1�1CURB ° \\%\\ \%\\ \\ /\ �% \ �/\i�/\% 0 U. 0 0 0 0 0 o LINER SDR 35 OUTLET COUPLING CAST //\///j Ij\//\//\//\//\//\//\//\ O O (NOT BY CONTECH) \ \ /\�� \ o �00 �0 �00 INTO PRECAST VAULT WALLo 000 0 \%�\ \%�\ \\%,\!,\!,\!,\!,\!,\!,\! O 00 I+' 00 0 00 4 4" PERF PIPE PLACED LEVEL OR (OUTLET PIPE LOCATION MAY VARY) TW PER //\// //\/ c,i PLAN VIEW LANDSCAPE // \�\0 \\ o \\ \\ \\ \\ \\0 \\ \0 0'�,��0 �� a000 WITH POSITIVE SLOPE TO OUTLET (�'P ,/, a o 0 0 0 0 000 PLANT PROVIDED BY CONTECH � 0 0 � BUILDING FOOTING &WALL ENERGY DISSIPATION ROCKS 00 00 O PER STRUCTURAL �(� PLANTING PER LANDSCAPE / / / / / / / / / / / / o O Oo O CLEAN OUT FRAME AND GALVANIZED ANGLE NOSING a \\/\ N 0 0 C> 0 0 C) COVER CAST INTO TOP SLAB (TYP)//\//\//\//\//\//\//\//\//\//\//\//\/ ' _ 0� 0 FOOTING DRAIN CURB AND GUTTER \j \j \j�\j�\j�j�\j�\j�\j�\j�\j�\j�\j O 8 ; -MIN TREE FRAME AND GRATE (NOT BY CONTECH) \\/\//\//\//\////�\//�\//�\//�\//�\//�\//�\j O� TO TRANSITION W/ STEPPED CAST INTO TOP SLAB SEE FILTERRA STANDARD FOOTING OFFLINE CURB INLET DETAIL F - - - - - TOP SLAB BUILDING FOOTING SHEET oQ 0 oQ 04 a 0 oQ 0 Ooo00oOoo00000p� --- PER STRUCTURAL WASHED ROCK 0 goo �, %0 go I 0L----- EXISTING 000 00 - - o Ooo Oo� J o Ooo 2" 0 IRRIGATION ������ �� �� � STREET � 0 GRADE //�//�/j�/j�/j�/j�// 4< 0�o��°�o�� 0 l� O00 I I 77777, O PORT, TYP."O 00oO oO F----------- O 3 PLACES c �c�o j ,//\\jj\\jj\\j/\\j/\\j/\ /\\j/\\ \/\ 0 0 0 0 0 0 6 I 4 z\i�\i�\i�\ice\ice\ice / / 0� �0 �00 �00� R-422117 L------------- J 412.04' PER LANDSCAPE ° a a a IN COMPLIANCE WITH CITY OF RENTON STANDARDS P 3" MULCH LAYER, TYP. OPENING IN BUTTRESS WALL PER STRUCTURAL 6" UNDERDRAIN PROVIDED BY CONTECH a a DEVELOPMENT ENGINEERING STONE LAYER, TYP. 4" - 6" O UNDERDRAIN a 4" PERF PIPE PLACED LEVEL OR J PROVIDED BY CONTECH FLOWKIT (VARIES BY SIZE) WASHED ROCK WITH POSITIVE SLOPE TO OUTLET Michael Sippo 01/27/2023 IL PROVIDED BY CONTECH a OPENING IN BUTTRESS WALL PER STRUCTURAL 21" FILTERRA MEDIA, TYP. a PROVIDED BY CONTECH NTS 4" PERF PIPE PLACED LEVEL OR NTS SURFACE WATER UTILITY SECTION A -A FILTERRA 3 WITH POSITIVE SLOPE TO OUTLET RETAINING WALL EX TUNNELAND BUILDING FOOTING DRAINAGE 5 JFarah 01/27/2023 U J. A� 4 X 6 REDUCER I Z) .� OF WASIy l SURVEYED: SCALE: DATE: 1932 First Ave ti �� VERTICAL: NAVD 83/1 CITY 0 LINDBERGH HIGH SCHOOL MODERNIZATION 16 SEPT 2022 LU �� \ G� HORIZONTAL: NAD 1983/1991 Suite 201 �� o � Z DESIGNED: �+ �-�- FIELDBOOK: Seattle, WA 98101 - 16426128TH AVE SE p, 206.725.1211 RENTON PAGE: f. 206.973.5344 H � � .. DRAWN: DRAWING N0: 6 0 CIVIL PERMIT RESPONSE 0/26/2 DATUM RENTON WA 98058 � �o� �F ISTER�' ��`� � PERMIT RE -SUBMITTAL 2/12/2 CHECKED: ONE INCH � FSS��NAL ENG\ AT FULL SCALE Planning/Building/Public Works Dept. DRAINAGE DETAILS C 2.5 E engineering pIIc www.lpdengineering.com .?.��N` N0. REVISION BY DATE APPR C NOTONEINCH APPROVED: SCALE ACCORDINGLY SHEET: 17 OF, 64 LLLI I..L V ) z 0 I- z z 0 I- Q N z ry W 00 75 0 _ �_ NV L.L Lij W z_ J o_ N N 0 N w Q UJ w U_ rZA 5 2", 4", 6-, 12-, OR 24" ONE #3 BAR HOOP FOR 6" HEIGHT INCREMENT (SPACED EQUALLY), SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION 6 5�� 10• _ 3FF�OT Te #3 BAR EP #3 E PRECAST BASE SECTION #3 BAR HOOP PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN 12" CONCRETE ALL METAL PIPE 15" CPSSP", 12" STD. SPEC. 9-05.20 SOLID WALL PVC, STD. SPEC.9-05.12(1) 15 PROFILE WALL PVC, STD. SPEC. 9-05.12(2) 15" ' CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES: 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE PRECAST BASE SECTION, FIBERS (PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION 9-05.50(9)), OR WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH THE MINIMUM REQUIRED REBAR SHOWN IN THE ALTERNATIVE PRECAST BASE SECTION. WIRE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 20". KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SHALL BE 5 FEET. 4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF 1 H:24V OR STEEPER. 6. THE OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION. 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR #3 BAR EACH NON -SHRINK APPLICATIONS IN ACCORDANCE WITH CORNER 18" MIN. STANDARD SPECIFICATION 9-20.3(2). SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION ,.,} IL PUBLIC WORKS DEPARTMENT ROOF DS PER ARCH 6" CAP W/ HOLE DRILLED FOR DOWNSPOUT 8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AND FRAMES. 9. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. l 1. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 200.00 APPR ID: CATCH BASIN TYPE 1 GAZ 9/28/2018 I :45 Public Works Admi"istrawr DATE NTS COR STD PLAN 200.00 - CB TYPE 1 PIEDMONT DS ADAPTER, MODEL #SV STAINLESS STEEL BRUSHED FINISH W/ DEBRIS EXCAVATION CLEANOUT OPTION ROUND INLET ID - 4.625", OUTLET OD - 5.56" COVER PLATE OD - 7.25" HEIGHT - 18" PROVIDE (MIN) 24" SQUARE CONCRETE ENCASEMENT FROM FACE OF BUILDING TO 8" CENTERED ON DOWNSPOUT CLEANOUT ADJACENT PAVEMENT OR LANDSCAPE PFR PI AN a 2.0' MIN 8' 6$' 90° ELBOW Lq d I Op 00 0.5% (MIN) REMOVABLE 6"-45° BEND FOUNDATION FOOTING PER PLUG STRUCTURAL LOCKING METAL RING & COVER 61' ' TEE MODIFIED FOR SHALLOW/WIDE FOOTINGS CATCH BASIN FRAME AND VANED GRATE PER STD. PLAN 204.00 RECTANGULAR OR CIRCULAR ADJUSTMENT SECTION (TWO SECTIONS MAX.) MORTAR, (TYP.), SEE NOTE 5 4" MIN. 28" MAX. 16" MAX. FLAT SLAB TOP 48", 54", 60", 72", 84, 96", 120" OR 144" EE NOTE 6, TYP. 15' MAX. FOR MAINTENANCE STEPS OR LADDER 12" (TYP.) JMA.. 1" MIN"0" RING 24 2.5"MAFORCING STEEL, (TYP.) MIN. 12" GRAVEL BACKFILL FOR PIPE ZONE BEDDING PER WSDOT STD. SPECIFICATION SECTION 9.03.12(3) SEPARATE BASE INTEGRALBASE PRECAST PRECAST WITH RISER NOTES: 1. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS. 2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TO FACILITATE CLEANING. 3. THE RECTANGULAR FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. THE FRAME MAY BE CAST INTO THE ADJUSTMENT SECTION. 4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 5. ALL GRADE RINGS, RISERS, AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 6. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE. 7. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 8. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 9. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MIN. WALL THICKNESS MIN. BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS 48" 4" 6" 36" 8" 54" 4.5" 8" 42" 8" 6D„ 5" 8" 48• 1 8" 72" 6" 8" 60" 1 12" 84" 8" 12" 72" 1 12" 96" 8" 12" 84" 12" 120" 10" 12" 96" 12" 144" 12" 12" 108" 1 12" PIPE ALLOWANCES CATCH BASIN PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER DIAMETER CONCRETE ALL METAL CPSSP , SOLID WALL PVC, PROFILE WALL PVC, 48" 24" 30" 24" 30" 30" 54" 30" 36" 30" 36" 36" 60" 36" 42" 36" 42" 42" 72" 42" 54" 42" 48" 48" 84" 54" 60" 54" 48" 48" 96" 60" 72" 60" 48" 48" 120" 66" 84" 60" 48" 48" 144" 78" 96" 60" 48" 1 48" 1 CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 9-05.20) STD. SPEC. 9-05.12(1) 'STD. SPEC. 9-05.12(2) UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) AolSTD. PLAN - 201.00 PRI �PUBLIC WORKS CATCH BASIN TYPE 2 PR DEPARTMENT GAZ 9/28/2018 1 9:45 Public Works Adl-t-11 DATE NTS COR STD PLAN 201.00 - CB TYPE 2 2 1/2 D 6"-45° (1/8) BEND d d FOUNDATION FOOTING FOOTING DRAIN PER STRUCTURAL SEE DETAIL 6"SANITARY TEE MODIFICATIONS ALLOWABLE AS REQUIRED DUE TO WIDTH OF SPREAD FOOTINGS AND LOCATIONS OF FOOTING DRAIN J. 1932 First Ave ��oF W Asyl/ A Suite 201 4 z�� Seattle, WA 98101 p, 206.725.1211 f. 206.973.5344 �o�Ft /STERN � 7 engineering pIIc WWw•lpdengineering.com SS1ONAL N0. ■ 1 11 f, 2 t, ROOF DS - SEE ARCH PLANS AND SPECIFICATIONS PIEDMONT DS ADAPTER, MODEL #SV STAINLESS STEEL BRUSHED FINISH W/ DEBRIS EXCAVATION CLEANOUT OPTION ROUND INLET ID - 4.625", OUTLET OD - 5.56" COVER PLATE OD - 7.25" HEIGHT - 18" JT FILLER (TYP ALL AROUND WHEN CONCRETE IS PRESENT) STORM DRAIN CLEANOUT FLUSH W/ - / FINISHED GRAD STD CAST IRON COVER FOR PAVED AREAS CLEANOUT PER COR STD DETAIL 226.00 2.0' MIN ADJACENT PAVEMENT OR LANDSCAPE PER PLAN ' I D _j PROVIDE (MIN) 24" SQUARE CONCRETE ENCASEMENT FROM FACE OF BUILDING TO 8", CENTERED ON DOWNSPOUT CLEANOUT 6"-45° (1/8) BEND NTS ROOF DOWNSPOUT W/ CLEANOUT TTERING )LT HOLES - 3 PLACES )LALLY SPACED 120" APART ON 11/16" DIA. B.C. SKID GROOVE PATTERN DIA. PICKHOLE rLAN Vlt:W 25" DIA. 1. 3/4" 2 1/2" I 8 3/4" (TYP.) COVER SECTION VIEW 26 1/2" DIA. 25 1/4" DIA. NEOPRENE GASKET 1 1/16" 5/8" J I---- 23 318" DIA. CL OPEN 27 5/16" DIA. 34 1/8" DIA. FRAME SECTION VIEW COVER BOTTOM VIEW (3) BLT SOC. (ALLEN HEAD) 5I8"A 1 x 1.5 SS RUBBER WASHER EON BOLTING DETAIL 1/4" 1 1/16" 1/8" R1/8" GASKET GROOVE DETAIL II I " SKID GROOVE PATTERN DETAIL NOTES: 1. ALL COVERS SHALL BE LOCKING LID PER EJ No. 3717C1 OR APPROVED EQUAL. 2. THIS COVER SHALL ONLY BE USED FOR STRUCTURES WITHIN PRIVATE DEVELOPMENTS OUTSIDE OF PUBLIC RIGHT-OF-WAY. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 204.40 URI PUBLIC WORKS STORM ROUND FRAME AND COVER DEPARTMENT (PRIVATE) Aartin Pastuch&/13/2020 8:48 6081M1<D98B440... DATE Public Works Adm ,,i for NTS COR STD PLAN 204.40 - STORM ROUND FRAME AND COVER (PRIVATE) 3 I"HLAI VAUL GUI HIC 9" DIA -� 5/ " ❑ STORM ❑ 4" 00O❑ ❑❑ q 8-1/8"DIA 10-1/2" DIA (2) 3/8"-16 SS SOCKET HEAD CAP 15" DIA (1) OPEN PICKHOLE 1" SCREW (ALLENHEAD) W/WSHRS ON A 8" DIA BOLT CIRCLE CAST IRON FRAME AND COVER, SEE NOTE 3 - V V 8" CLASS "B" ASPHALT, SEE NOTE 4 CLEANOUT RISER, SEE NOTE 2 SOIL TIGHT 45" BEND WYE SOIL TIGHT COUPLER UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE, SEE NOTE 1 TO OVERFLOW STRUCTURE OR STORM MAIN PAVED AREA (TYP.) p^ EXTEND ERISER DESIGN 2" ABOVE DESIGNSIGN PONDING ELEVATION OR PER PLAN a DESIGN PONDING ELEVATION 4" COMPACTED SAND OR C GRAVEL BACKFILL FOR DRAINS PER WSDOT 9-03.12(4) 000. CLEANOUT RISER, SEE NOTE 2 IJIIIL IIIII El III II FEIII I II�IIIIIII CLFANOUT RISFR L 8-13/16" DIA u7u��Np�7�i `L 5 8. FERNCO GASKETED QUIK CAP OR SIMILAR /'�' 4" STREAMBED COBBLES / PER WSDOT 9-03.11(2) I� U1 =I I I aCATFn WITHIN 111l'IT<IA/ \- MECHANICAL PLUG OR CONTINUED CONNECTION TYPICAL CLEANOUT CONFIGURATION NOTES: 1. DIAMETER TO BE 6-INCHES MINIMUM PRIVATE, 8-INCHES MINIMUM PUBLIC. UNDERDRAIN PIPE PER STD. PLAN 262.10. 2. CLEANOUT RISER SHALL BE SAME MATERIAL AS CONNECTED UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE. 3. FRAME AND COVER SHALL BE EJ PRODUCTS 3675Z1 PT AND 3675APT OR APPROVED EQUAL. COVER TO BE LOCKING WITH ALLEN HEAD BOLT, MARKED "STORM" OR "DRAIN". 4. FOR CLEANOUTS FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF BIORETENTION PONDING AREA, POUR 8" THICK, 2'x2' SQUARE CONCRETE COLLAR AROUND FRAME. CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. GENERAL NOTES: 1. CLEANOUTS FOR UNDERDRAIN, FOOTING DRAIN COLLECTOR, AND ROOF DRAIN COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY 100 FEET, AT EVERY 90 DEGREE OR SECOND 45 DEGREE BEND, AT THE END OF EVERY COLLECTOR PIPE, AND AT EACH END OF AN UNDERDRAIN PIPE NOT CONNECTED TO AN OVERFLOW STRUCTURE. CLEANOUTS SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES. 2. ALL FITTINGS SHALL BE SOIL TIGHT. 3. CLEANOUT RISER SHALL BE LOCATED OUTSIDE OF BIORETENTION PONDING WHERE POSSIBLE. 4. CLEANOUTS SHALL NOT BE LOCATED WITHIN THE STREET TRAVEL LANE, UNLESS OTHERWISE APPROVED BY THE CITY. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) Aomt" STD. PLAN - 226.00 PR PUBLIC WORKS ®R0�9rAhedby: DEPARTMENT STORM SYSTEM CLEANOUT Aartin Pastucha 8/13/20 o 11,'WWAZNJW0D DATE NTS COR STD PLAN 226.00 - STORM CLEANOUT SURVEYED: SCALE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 T DESIGNED: Y OF CIVIL PERMIT RESPONSE 0/26/2 DRAWN: R E N TO N ONE INCH DATUM PERMIT RE -SUBMITTAL 1 12/12/22CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY FLOOR AND CAPILLARY BREAK PER STRUCTURAL DRAWINGS SLOPE TO DRAIN AWAY FROM BUILDING PROPOSED GRADE PER PLAN IN 12 M771 d . p p od p COOCl>'- 0 0 6 0_ 300 660 0 660 o OOP °° >OD O0o0 OO\���\�/ O 0 O O 1 N N J CONTRACTOR TO PROVIDE TEMPORARY PROTECTION OF WASHED ROCK BACKFILL PRIOR TO PLACEMENT OF FINAL FILL LAYERS VARIES FILL AS REQ W co FOOTING_D_RAIN____ O TOP SHALL BE A O MIN OF 4" BELOW N TOP OF FOOTING N BUILDING FOOTING & WALL PER STRUCTURAL DRAWINGS. WASHED ROCK DO NOT DISTURB FOOTING 6" FOOTING DRAIN PLACED LEVEL OR BEARING ZONE WHEN WITH POSITIVE SLOPE TO OUTLET INSTALLING FOOTING DRAIN NTS FOOTING DRAIN Tl11"1 [-`1111 W , u NTS FRENCH DRAIN 8 R-422118 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING J Michael Sippo 01/27/2023 '' Q SURFACE WATER UTILITY J Farah 01 /27/2023 Im LINDBERGH HIGH SCHOOL MODERNIZATION DATE: 16 SEPT 2022 LU 16426128THAVE SE FFIELDBOOK: RENTON, WA 98058 PAGE: DRAWING NO: DRAINAGE DETAILS C 2.6 E W SHEET: 1 QU OF, 64 0_ N N O N N n (o C) T- C) C) C) N N Q J 00 M O O O O N N ry n (D LO 00 N O O N N u �, J 5 M W ) / �./ / LU ry ry 'A�r' WA 1 , 3 s �s�F \ 0 412.81 a BIKE RACKS PER \ \ O DOOR.38 LANDSCAPE 'p- 22 LF 6" SS ® 30.0% U) \, z o O 39 O 3� 0 Q 0 z Q z O s°�a A� Ao3`39� A c\ 9Q S N o VC 3g1 2 P Ao z �SFJ i_LI 0 O 0 r / I. LI m z_ J m a M LP cV N N N T-395.99 '=396.9 `39 00 8 S2 ° . 6S w J L� O SM. 48 SSMH v RIM 397.38 O CONNECT TO EX 8" SS f 1 IE 388.15 (6" SE) IN a a d IE 388.15 (8" S) IN a ° EX IE 388.05 (8" NW) OUT \ ,� REPLACE 2' MIN OF EX 8" SS PIPING <1 ° OR TO PIPE JOINT IF WITHIN 5' t1 I \ d zi CONTRACTOR TO FIELD LOCATE EX 6" SS AND WYE INTO 8" SS AT 2.0% MIN \ PROVIDE CLEANOUT ON SIDE SEWER d ° UPSTREAM OF WYE - COORD LOCATION 4 W/INSPECTOR ,,CONTRACTOR TO DOCUMENT LOCATION 0 d ° t RIM 399.86 4 IE 394.75 C`36 FF 397.75 / --CONNECTION TO 2" SANITARY WASTE LINE TO BUILDING CONTRACTOR TO COORDINATE , EXACT LOCATION AND INVERT /WITH MECHANICAL Si d \\ AND ELEVATION OF SIDE SEWER AND WYE p + P . d ,i HEAVY DUTY ASPHALT 1 \ 1201 GPs a a c� PAVEMENT EMENT (TYP) ' ° � _ p o' C; 37 ; VERTICAL CURB \ 1 �I •\ • • / • • r • • • ° \ p zi % � 1 1 o WATER LINE UNDER • SEPARATE PERMIT 1 \ /' •1 d SEE SOOS CREEK 0 1 WATER PLANS (TYP) �i 1 ! �' ° a o SS#� 48" SSMH RIM 397.49IE 388.63 0 1 •� • j: 1\' qP IE 388.63 (6" E) IN 1 . • .. • / IE 388.53 (8" NW) OUT • • 4 �O �P .59 TP=392.9 1 j e 2.5" GAS LIN / MECHANICAL NEW PAVER AREA PER LANDSCAPE LIGHTING PER ELECTRICAL �(T(P OF 4) 397J5 / DOOR.36 79 LF 8" SS � 0.5% 397.75 / DOOR.35 EX DRAINAGE IN UTILITl TO BE ROUTED INTERN WASTE LINE PER MECH, 2.5" GAS LINE PER MECHANICAL PLANS NEW PAVER AREA PER LANDSCAPE LIGHTING PER ELECTRICAL (TYP OF 4) 397.75 / DOOR.36 79 LF 8" SS ®0.5% 397.75 DOOR.35 EX DRAINAGE IN UTILITY TUNNEL TO BE ROUTED INTERNALLY TO WASTE LINE PER MECHANICAL WATER AND SEWER PLANS HEREIN ARE SHOWN ONLY FOR REFERENCE. SEE APPROVED SOOS CREEK WATER AND SEWER PLANS FF 397.7 Imo, v RSA' ` \; ° CONNECT 6" SANITARY SIDE SEWER d \ / ° TO BUILDING PER MECHANICAL - • EXTRUDED CURB FI NOTES: 1. CONCRETE FINISH AND JOINTING PER LANDSCAPE 2. PROPOSED GAS LINE RE-ROUTE PER MECHANICAL PLANS TP=394.85 • p d 88#7 SSCO ��� i ° d a .j \\ RIM 397.79 C; 36 ; (/' a 401.76 ° d ` IE 390.70 (6") /1 DOOR.33 •/• 4 / ° !��/i: \. ° n / - nVFRFI nW NRAINS f c"�S � sus .d d Q / -/ °, 9 / d /✓�. \ d ;' I p �/ SS#5 48" SSMH \ i j°°,\♦♦♦\\ . d a\ \ i L i RIM 399.70 ° /� 4 9 d // ° \\♦♦♦,; ,� d .a a:%// as .\�� c� EX IE 391.93 (8" SE) IN d d \ ��� p a 41E 391.83 (8" W) OUT LF 8" SS ©0.5%� ' \ / \ ad aa\ d a / DREPLACE 2' MIN OF EX 8" =WER LINE TO BE ROUTED a / \ a18 LF 6" SS �lr \ a\� / d ° d d p d / a SS PIPING OR TO PIPE :LOW TUNNEL AT CROSSING n a ° / % �p 2.0% MIN ° ° \ a d JOINT IF WITHIN 5 \ �CKFILL WITH CDF UNDER e / / / \ ° \ \ ° ° P V 2" JNNEL \ ° Q r Jam/ �\4 ° EXISTING WATER i ° ° / / d / EASEMENT (TYP) / 60 LF 8 � , .Q ° \ p d d a ° / d d l SS @ 3.5% d d a \. d N 7 10 0 5 10 20 Scale 1In=10' LEGEND - - PROPERTY LINE EX CONTOUR (INDEX) EX CONTOUR 230 PROPOSED CONTOUR (INDEX) 231 PROPOSED CONTOUR FF 78.0 FINISHED FLOOR ELEVATION EX BUILDING PROPOSED BUILDING 4 a CONCRETE PAVEMENT ASPHALT (AC) PAVEMENT • HEAVY DUTY ASPHALT PAVEMENT SITE WALL VERTICAL CURB CATCH BASIN TYPE 1 (AN7 CATCH BASIN TYPE 2 O AREA DRAIN STORM DRAINAGE PIPE STORM DRAINAGE W/ SLEEVE --------------- FOOTING/SUBSURFACE DRAIN 0 STORM DRAIN CLEANOUT 0 FOOTING DRAIN CLEANOUT • DOWNSPOUTS 46 Q - FRENCH DRAIN ss SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION \O� SSMH WATER FITTINGS WATER SERVICE LINES I WATER SERVICE LINES 4 88#3 48" SSMH CONCRETE PAVEMENT a d RIM 398.27 „ d g KEY MAP N ° d / IE 388.88 (6 NE) IN ° a \ ° d \ _ a jG IE 388.88 (8" E) IN �� " SSMH R 422120 ° IE 388.78 (8 NW) OUT d 48 p IN COMPLIANCE WITH CITY OF RENTON STANDARDS RIM 399.80 d a° s d / IE 391.05 (8" E) IN / / O IE 390.95 8" NW OUT I ° (fl O O 0 N Q J 00 O O i N a_ Ln 00 O N �, u ° / 4� ° \ DEVELOPMENT ENGINEERING J d / X TP=395.02 1,zi / 34 LF 8" SS C� 2.3% d s - • Know what's below. Michael Sippo 01/27/2023 cos Call before you dig. ~ / Dial 811 m .���� wAS1.1 SURVEYED: SCALE: 1932 First Ave o ti VERnCAL: NAVD 1988 Q' /, \ CA HORIZONTAL NAD 1983/1991AolftL Suite 201 ,� (� 0 DESIGNED: CITY OF Seattle, WA 98101 VR RENTON p.206.725.1211 CIVIL PERMIT RESPONSE 0 26 2 DRAWN: f. 206.973.5344 �'F 6R�p �� ONE INCH • o� /STE `� PERMIT RE -SUBMITTAL 2 12 2 CHECKED: DATUM NAL ECG\� 7 AT FULL SCALE Planning/Building/Public Works Dept. engineering pllc www.lpdengineering.com _�..�Z N0. REVISION BY DATE APPR C NOT ONE INCH APPROVED: SCALE ACCORDINGLY LINDBERGH HIGH SCHOOL MODERNIZATION 16426128TH AVE SE RENTON, WA 98058 UTILITIES + PAVING PLAN AREA A-ADMIN DATE. 16 SEPT 2022 W FIELDBOOK: ,,- PAGE: DRAWING NO: C3.1 ] OF: SHEET: 20 64 An 1 m a LIP cV N N N w J L_ N N� ` \\ \\ \\ \ \\ \\ \ \ ��, �� \ WATER AND SEWER PLANS HEREIN N ELECTRICAL LINE PER ELECTRICAL PLANS ARE SHOWN ONLY FOR REFERENCE. ' \ SEE APPROVED SOOS CREEK WATER AND SEWER PLANS W U) `� ° \ \ \ \\ \\ \\ \\ \\ `\ \\ \ // z \ \ \ \ \ \ \ \\ \ / O 41 2.8 \ \ \ �REASE TRAP D00 .1 RIM=413. 7 \ \ � d�,� \ � � \ \ \ 24'\4 PLA IC F� 3' x\3' co Box ° \E 3" I\VC=41 60 (N \\ o0 o\\�sz°\ \\ `j . \ \ \ \ \ IL\ 4" PV1�=41 1\ (SN \ 0 z \ \ �° \ \ \ \ \ FJ \ \�� �f ♦ \ \ / \ DOOR. 12 ♦ \ ♦ P \ s\ I Q \ \ \ \ \ \ \ \ \ ♦ \\ / 75 \ \ \ LU p c ° ---�E 422.80 CONCRETE STAIRS \ ♦ a / \ / \ PER LANDSCAPE a \ \ 412.81 DOOR.13 �� ° ��:� ♦ CONCRETE PAVEMENT t PER LANDSCAPE / i a �♦ ♦ \ \ \ \ \ ° CONNECT 4" SANITARY SIDE SEWER d'\ \ \ a ° TO BUILDING PER MECHANICAL /� ��♦♦ IE 418.92 a '6 0' ° a a ♦ ALIGN CONCRETE j,5b. \ \ \ \ \ \ /a a \ %♦ WITH BUILDING 5\ o \ \ \\\ 0 � \ - ; WALL � j CO 0' a 6% TERRACED PLANTERS, \ \ \ ° 6" \ a ♦� OUTDOOR SEAT STEPS ° 10 a +� \ AND EX TUNNEL PER \ \ \ \ / ♦ STRUCTURAL AND 2.5" GAS LINE a \ \ \ / a as \\ ♦♦�♦♦ LANDSCAPE PLANS (TYP) PER MECHANICAL PLANS a \\ \ \ \\SD B, R I \ I E\ 1 ° a ° ♦ ♦ ♦ a ° \ IE a ♦ %♦ 88LF4"SS©2.0%MIN a \ \ zn I ; ° 14" \ 4 ♦ I ♦ ♦ � SS#7 6" SSCO d = ___ _—=% ♦ RIM 422.45 m IE 418.02 a a -� F� •� NOTES: SDCB, RIM=412.1 n ° IE 6" CONC=410.71 NE) ° 4 a a ° ��G ¢ J IE 6" CONC=410.53 (N / / 1. CONCRETE FINISH AND JOINTIN( F •!' IE 6" CONC=410.51 (S) / PER LANDSCAPE IE 6" CONC=410.51 5, 2. PROPOSED GAS LINE RE -ROUT[ ( E) a ° / PER MECHANICAL PLANS CONNECT TO EX 4" SANITARY SIDE > N 10 0 5 10 20 I Scale 111=10' LEGEND — — PROPERTY LINE EX CONTOUR (INDEX) EX CONTOUR 230 PROPOSED CONTOUR (INDEX) 231 PROPOSED CONTOUR FF 78.0 FINISHED FLOOR ELEVATION EX BUILDING I PROPOSED BUILDING ' CONCRETE PAVEMENT ASPHALT (AC) PAVEMENT HEAVY DUTY ASPHALT PAVEMENT SITE WALL VERTICAL CURB CATCH BASIN TYPE 1 l4L CATCH BASIN TYPE 2 AREA DRAIN C STORM DRAINAGE PIPE STORM DRAINAGE W/ SLEEVE -------------- FOOTING/SUBSURFACE DRAIN 0 STORM DRAIN CLEANOUT 0 FOOTING DRAIN CLEANOUT • DOWNSPOUTS - FRENCH DRAIN ss SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION SSMH WATER FITTINGS WATER SERVICE LINES WATER SERVICE LINES <\> 0 / SEWER PER MECHANICAL , KEY MAP Iv ° / 4 R- PAVERS PER // �G�� 412.85 LANDSCAPE � ,, 422121 1 , DOOR. F� �,�� IN COMPLIANCE WITH CITY OF RENTON STANDARDS / a \ O IT- 0 N Q J 00 C) i N 00 N O N U �, 412.80 a 0 CONCRETE PAVEMENT F�°� • DEVELOPMENT ENGINEERING ff ® J DOOR.14 (NP) �% ��G \� Know what's below. Michael Sippo 01 /27/2023 a SDCB, RIM=412.69 / IE 6" CONC=411.01 (NE) F��\ / , Call before you dig- -TERMINUS UNKNOWN �' Dial 811 m .����J. A Z) WASly �'`�J SURVEYED: SCALE: DATE: Su to 232 101 Ave o ti o �� VERTICAL NA 1 1988 83/1 CITY O F LINDBERGH HIGH SCHOOL MODERNIZATION 16 SEPT 2022 LU 7' �/ \ C� HORIZONTAL NAD 1983/1991 � Z DESIGNED: t.R Seattle, WA 98101 16426128TH AVE SE FIELDBOOK: p. 206.725.1211 RENTON PAGE: CIVIL PERMIT RESPONSE 0 26 2 DRAWN: RENTON, WA 98058 DRAWING NO: f. 206.973,5344 � �'F 6° �� DATUM R�.ONE INCH orF �sTE PERMIT RE -SUBMITTAL 2 12 22 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. UTILITIES + PAVING PLAN AREA F2— C 3.2 E engineering pllc www•Ipdengineering.com �UNAL EN .�Z N0. REVISION BY DATE APPR C NOT ONE INCH APPROVED: SCALE ACCORDINGLY SHEET: 21 OF, 64 w NORTH SCIENCE + COURTYARD 0_ r N O LU U) z O Q 0 z Q z O N_ z ry LU 0 O 75 U) 0 ry L LI m 0 z_ J m a LP cV N N N ILL \ 7' RIM=413.17 — '" CPP=408.67 (NE) i" CMP=403.77 (SE) PVC=406.95 (SW) PVC=409.37 (NW) 4" CHAIN LINK FENCE SITE WALL PER LANDSCAPE .112 / SAO 1932 First Ave Suite 201 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 rr—,+vy.i +-lI\xvl 00 CPP=4'� (SE� \ \ .03 (w \ w engineering pIIC www.Ipdengineering.com J L- \ ELECTRICAL LINE \ \ PER ELECTRICAL PLANS \ I \ CIVIL PERMIT RESPONSE 7 PERMIT RE —SUBMITTAL ,Zp2 NO. REVISION SURVEYED: DESIGNED: 0 26 2 DRAWN: 2/12/22 CHECKED: DATE APPR APPROVED: 13" �\ I I I I 1 I I � I \ I \SDC\ RIND\\ \422.44 rt 8" PVC=418.57 (NW) \ IE\ 1 2" CPP— , 8.44 (SW) \\ \\ \ r / Know what's below. Call before you dig. I Dial 811 HORIZONTAL' NAD 1983/1991 CITY OF R RENTON ONE INCH DATU M AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 10 0 5 10 20 Scale 1=10' LEGEND — — PROPERTY LINE EX CONTOUR (INDEX) EX CONTOUR 230 PROPOSED CONTOUR (INDEX) 231 PROPOSED CONTOUR FF 78.0 FINISHED FLOOR ELEVATION EX BUILDING PROPOSED BUILDING 4 CONCRETE PAVEMENT ASPHALT (AC) PAVEMENT HEAVY DUTY ASPHALT PAVEMENT SITE WALL VERTICAL CURB CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 AREA DRAIN STORM DRAINAGE PIPE STORM DRAINAGE W/ SLEEVE --------------- FOOTING/SUBSURFACE DRAIN 0 STORM DRAIN CLEANOUT e FOOTING DRAIN CLEANOUT • DOWNSPOUTS 46 Q - FRENCH DRAIN ss SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION \O� SSMH WATER FITTINGS WATER SERVICE LINES WATER SERVICE LINES R-422122 KEY MAP —P— \ IN COMPLIANCE WITH CITY OF RENTON STANDARDS Cfl O O O I N N Q J 00 M O O O O N Ln 00 N O O N u �, L Qel Sippo 01 /27/2023 ' LINDBERGH HIGH SCHOOL MODERNIZATION 16426128TH AVE SE RENTON, WA 98058 UTILITIES + PAVING PLAN AREA F3- SOUTH SCIENCE H U) DATE. 16 SEPT 2022 LU FIELDBOOK: PAGE: DRAWING NO: C3.3 SHEET: 22 OF. 6 Y 0_ w P ---------- 1 \ \ \ N e FS - - - \\ - - - \\ vDUGOUT P GATE GRAS�,� _-- \ WATER AND SEWER PLANS HEREIN P _ HEAVY DUTY ASPHALT P I \ \ I v ,- - -\\- - -\\ •.a CGNCLMP �r D UPAVEMENT (TYP) D p_. _.--� �\ ARE SHOWN ONLY FOR REFERENCE. 7 m // '/ 'ee2 SEE APPROVED SOOS CREEK \\ \\ VERTICAL CURB 20 0 10 20 40 P. CHANNELIZATION 2 -� d � w ARROWS (TYP) C3.8 (TYP) \ d WATER AND SEWER PLANS . . • EPRC , - \ _ \ \ ` I \ 1 - - ____ __ \ `\ \\ \ \ \ ^ - Scale 1=20' \° / \\ \\\ / - - \ • ' • / / ' • ' • ' • • ' 'SDCB IE E O9=42'.2� • • • • • • • \ • . • • • • • • • • L JF 6B 4PPP-42 # 6 E; • • . • • • • • • • . • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • ' • ' • ' • • • • • • • ' • ' • / ' • ' • ' • ' • • • • • • • • ----. ---' \ -. \ \ �\ \\\ / \ \ \LEGEND /r / - - // - \\ / - / • • • • • • • • (� • • • • • • / - • • • • • • • • • • • • • • • • • • • 7 • • • .p • • • 1 • • • • • • • • • • • • • • • • • SDC@, RIAL42708 • • • • \ • • • • • • \' 1 \ PLR(J - \\ - - - \\ / I IE 6'• CPP-425.78 (NE) \ \ • / r . I. • .� . . . . . . . . . . . . . . . . . . . . N �.� - . /. 6. �P-4�5.78•NW). r I \ \ I / PROPERTY LINE 0,2~ — — 0 re 0 0 0 0 0 a 0 0 0 0 0 0 0 \ I \\ \\ \ . I. • • • • • • • • • • 0 • • • • • • • • . 7/ • • • • • • . . . I l / �) \ EX CONTOUR INDEX I 5 � 1 \ EX CONTOUR J /_ _ _ _ - _ _ _ _ "DO NOT EN ER" FJ` d \ 23O ° \ PROPOSED CONTOUR (INDEX) SDCB. RIM=429. 4 ------ \ • • • • /1 \ '\ Q - IE 12" CPP=4 .64(SE) Cf)\ \ \ BPRC 231 PROPOSED CONTOUR 0 {; BRIC ON LUMNS VERTICAL CURB \ �r \ z / / P BEE"\ \ C3.7 ' N FF 78.0 FINISHED FLOOR ELEVATION - \\ - - - \\ - /°r 3• / / % i ❑ \ \ �/ (TYP) 0 12~ \ �'�\ \ I \ / • I • • • • • • • I \ \ \ 1 / / -,32— _ \ BPRC h \BPRC � I / Q I \I \ O / EX BUILDING _ \ 0 I ° 1 1 PROPOSED BUILDING \ . S B IM = 429.13 \ �^ - \ D \ \ sp/cB. R na NL3 4 1.73(N) \ Q J <^J \ \ \ 21.57(5 \ \ cb" O• . a / \ CONCRETE PAVEMENT 1 \ o / \ \e Say Q // // / I I I \ 12• R� \^' R3 I I 1 N a I I \ I I I '2o�;"use I ° ASPHALT (AC) PAVEMENT a// ... // . \ % - BPRC \ �s II \ o EPRC \-- - I z 3" I; Q.T�,~ \ \ ROCK \\\ HEAVY DUTY ASPHALT PAVEMENT \ o \ �\ /� / \ R3' \ \ A I I w \ \ \\ I 8~.7~.4~ // Q \ --9�\ 16 \\� \ I I I I SITE WALL I / \ / p, ,� / \ EPRC 50 \ �, o / I VERTICAL CURB O �\ \\ I I I / \ \ \ \ I I I VEGETATION EPRC A 0 I CATCH BASIN TYPE 1 (f� // // I z8~ ASPHALT PAVEMENT (TYP) \\ \\\ \ \\ Q \ \\ s s\\ I (�� \\j CATCH BASIN TYPE 2 I � f Jg R,y f t 3� / \ 4b�- \`^ \ \ \ / \ 1'"`: `4 sae z. c a B ASFIHALTI V 16 Z P 11 O AREA DRAIN C3.7 cb (51vj (•j7 \ °I\ STORM DRAINAGE PIPE 3.4 , f e D 18• ?30 i a 16p•°Q°"�"\ szesw / D OR 1 \ STORM DRAINAGE W/ SLEEVE 116• \ \ // \ \ ° D a ■------------FOOTING/SUBSURFACE DRAIN ay I� / // // I• II \ \ \ (^ 01 \ \ \ \ \ / E CONC=422. (NE)) / M ' Sp'� > D 0 Z`b�J / \ \ \ e \ / \ yfz4zzge� \ STORM DRAIN CLEANOUT FOOTING DRAIN CLEANOUT 01 f B DOWNSPOUTS \ / \, s, (1z, ^/ // \ // I I I I / / `� \\, / I �� �16 \ / / 9 U \ a ` e FRENCH DRAIN \ \ p I \ � SIDE SEWER PIPE / \ I \ \ �, o \ o \ / \ GRASS /Q SPEED BUMP \ \ `�� 1\ \ D RMy \ a \ �8 p, \ / VERTICAL CURB \ azJ \ SEWER CLEANOUT TYP h \ \ \ TYP ti \ \\ \\ \ I I 4 / \ `b FMsg a z:J6 p \ I SIDE SEWER CONNECTION I I �\ � \\ / vs: 16 p, / \ FMy \ , o \ ' D ��s°` f ='� � \ SSMH I � \ \ . �► / @M60 a i \ / \ \ \ \ y \\ WATER FITTINGS \ Q sa4 \ \ F SDCB, RIM=433.88 Q \ \ � \ \ e? \ yso®y D IE 6B PVC=431.86(N a \ \ \ \ ' / \ D \ \ =S I WATER SERVICE LINES 3 I IE 6•• CONC=431.72 ) / Utl 04 m - // / ��� f I I _ \ \ \ \ \ \ \ D °>\\ a, \ I WATER SERVICE LINES m \\ \\ I I VERTICAL CURB // // °III I 12" \ \ 1b 2f RME-42).14 \ I (n I 1 I 6 CURB TAPER /�\ \ \\ \ \ / \� zP \ D \ I \ SDMH, RIM-42).01 \ \ Q y IE-416.06 BTM \ G N TO EX CB TYP 286;� \ \\ \ / \ ' \ \ \ I -- --- - - - BOTH SIDES \ R3 \ Q BPRC V .. IlI EPRC \ \ I I I _ � GRASS /BPRC / �. Lr).\ • • �� �- \ / \ \ a EDM " CIMP42}81�55 (N) I ��\ \\ • • • • •. • • • • i N y• • • • • • • • / / c \ �v �, \ \ I " PVC=423.0N(\) • • • • • • • • • • • • • • • • • • • c SD//Z 427.50 `32�5' BPRC \ \ � \ //• •/ Y ' R v \ y \ \ BPRC: BEGIN PAINTED RED CURB . . . . . . . . . . . . . ' �A,l \ \ Y 32 \\ �� I •/• % .`F PVC \ I \ \ EPRC: END PAINTED RED CURB .14 --- H. . -- 0 j 7�7�1F \ \ \ \ I \ R l \ \ PAINTED RED CURB TO HAVE 24 TALL \EPRC' STENCILED WHITE LETTERING ON . . • • . \ BPRC r -\ \ \ _� PAVEMENT ALONG FACE OF CURB "FIRE \\ \\ I 1 �R5.25' RAss \ \ \ \ \ \ \ o�LANE—NO PARKING" WHERE SHOWN I--- ------ \ EPRC \ \ \ \ . \\ \\ t 0 0 �0 0 0 0 // y 0 0 0 \ \ \� \\ \ \° SEE SHEETS C4.4 AND C4.5 FOR \ N Ab // \ 0 FRONTAGE IMPROVEMENTS _ _ �KEY MAP I� / \ 6• CHAIN LINK 4 2 212 3 N FENCE/GATE \ OJ \ \ \ / / \\ \\ I / 0 ) . �� AS \ \ \ I / / \ \ IN COMPLIANCE WITH CITY OF RENTON STANDARDS PHALT � EPRC \ \ 1 ,4~ A-6 IE 6 PVC=431.99(N) 1 VERTICAL CURB O O 0 N Q J 00 O O i N a_ Ln 00 O N U �� / GAS / DEVELOPMENT ENGINEERINGAP & Q 0 \ \ \ e r K a e W. Michael Sippo 01 /27/2023 18~ �� �} al of a d' . ~ 'POOL" "STUDENT PARKING' '\ P `w..'' ASPHALT \ \ CHANNELI ZATION 2 ASPHALT \ 1 " 'BUS ENTRANCE ° T \ P \ \ ARROWS (TYP) c� \ \ \ 1 12• \ \�� \ 1 1 I / I •a \ Z) CAS r . > — T-- �i� �P P - P A-2 \ O .� OF WAS/y1 'q SURVEYED: SCALE: DATE: LU Suit First Ave ti �� VERTICAL: NAVD C T Y O F LINDBERGH HIGH SCHOOL MODERNIZATION 16 SEPT 2022 �� \ GTE HORIZONTAL: NAD 1983/13/1991 Suite 201 0 o z DESIGNED: "R Seattle, WA 98101 16426128TH AVE SE FIELDBOOK: RENT 0 N PAGE: p• 206.725.1211 �.....�...�, DRAWN: DRAWING NO: s o CIVIL PERMIT RESPONSE 0/26/2 DATUM RENTON WA 98058 f. 206.973.5344 �F R� ONE INCH 1 o� �sTE `� PERMIT RE —SUBMITTAL 2/12/2 CHECKED: Planning/Building/Public Works De t FSS��NAL Ep • UTILITIES + PAVING PLAN SOUTH C 3.4 AT FULL SCALE engineering pIIc www•Ipdengineering.com .?.��e` N0. REVISION BY DATE APPR C NOT APPROVED: SCALE ACCORDINGLY PARKING LOT SHEET: 23 OF: 64 ^� I..L CONSTRUCTION PROVISIONS (Revised 05-1 6-1 1 ) 1. STANDARD SPECIFICATIONS 3. CONNECTION TO EXISTING SEWER SYSTEM ALL WORK, MATERIALS AND TESTING SHALL CONFORM TO THE STANDARDS OF SOOS CREEK WATER & SEWER DISTRICT AND THE "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION", CURRENT CONNECTIONS TO EXISTING LINES SHALL BE MADE ONLY WITH THE WRITTEN APPROVAL OF SOOS CREEK WATER EDITION, AS PREPARED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION, AND HEREINAFTER & SEWER DISTRICT. THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD REPRESENTATIVE AND REFERRED TO AS THE "STANDARD SPECIFICATIONS," EXCEPT AS HEREIN MODIFIED. OTHER UTILITIES AT LEAST 48 HOURS IN ADVANCE OF ANY CONSTRUCTION AND MAKE THE NECESSARY ARRANGEMENTS WITH THE DISTRICT'S FIELD REPRESENTATIVE FOR THE CONNECTION TO THE EXISTING SEWER 2. TRENCH EXCAVATION, BEDDING AND BACKFILL SYSTEM. THE DEVELOPER/CONTRACTOR SHALL FURNISH ALL MATERIAL, EQUIPMENT AND LABOR NECESSARY FOR MAKING THE CONNECTION UNDER THE SUPERVISION OF THE DISTRICT. THE 48-HOUR NOTICE ALL WORK WITHIN THE RIGHT-OF-WAY SHALL COMPLY WITH ALL PERTINENT PERMITS, THE GOVERNING REQUIREMENT SHALL NOT COUNT SATURDAYS, SUNDAYS, AND HOLIDAYS. AGENCY'S CURRENT ROAD STANDARDS, AND THE STANDARD SPECIFICATIONS. ALL MATERIAL FROM CLEARING AND GRUBBING SHALL BE HAULED TO AN APPROVED WASTE DISPOSAL SITE PROVIDED BY THE WORK SHALL NOT BE STARTED UNTIL ALL OF THE MATERIAL, EQUIPMENT AND LABOR NECESSARY TO PROPERLY DEVELOPER/CONTRACTOR. COMPLETE WORK IS ASSEMBLED ON THE SITE. ONCE WORK IS STARTED ON A CONNECTION, IT SHALL co PROCEED CONTINUOUSLY WITHOUT INTERRUPTION AND AS RAPIDLY AS POSSIBLE UNTIL THE CONNECTION IS z WHEN TRENCHING THROUGH EXISTING PAVEMENT, THE PAVEMENT SHALL BE CUT ON A NEAT -LINE BY SAW COMPLETED. BEFORE ORDERING MATERIALS FOR ANY CONNECTION TO AN EXISTING MANHOLE, Q CUTTING. TRENCH SIDES SHALL BE KEPT AS VERTICAL AS POSSIBLE GIVEN THE SOIL CONDITIONS. DEVELOPER/CONTRACTOR SHALL EXCAVATE THE MANHOLE AND VERIFY OUTSIDE DIAMETER OF ALL PIPES FOR COMPACTION AND RESTORATION SHALL BE DONE AS DETAILED BELOW AND IMMEDIATELY AFTER THE TRENCH DETERMINING TYPES OF FITTINGS TO BE USED. ALL WORK SHALL BE COORDINATED WITH THE DISTRICT'S FIELD _ BACKFILL IS PLACED, SO AS TO CAUSE THE LEAST DISRUPTION TO TRAFFIC. ALL PAVEMENT SHALL BE CUT 1 REPRESENTATIVE. THE EXISTING SEWERS SHALL REMAIN IN SERVICE AT ALL TIMES. 0 FOOT OUTSIDE THE EDGE OF THE TRENCH ON EACH SIDE. in CONNECTIONS TO SANITARY SEWER MANHOLES SHALL BE MADE USING A SAND COLLAR, A CONCRETE COUPLING Q ANY TRENCH EXCEEDING FOUR FEET IN DEPTH SHALL BE PROVIDED WITH ADEQUATE SAFETY SYSTEMS MEETING OR A KOR-N-SEAL BOOT. THE PIPE TO MANHOLE CONNECTION SHALL BE WATERTIGHT. ANY LEAKS IN THE THE REQUIREMENTS OF THE WASHINGTON STATE INDUSTRIAL SAFETY AND HEALTH ACT (WISHA), CHAPTER 49.17 COUPLINGS OR OTHER AREAS CREATED WHILE CONNECTING TO THE EXISTING MANHOLE SHALL BE SEALED WITH Q RCW, AND ALL REGULATIONS ADOPTED PURSUANT THERETO. THE DEVELOPER/CONTRACTOR SHALL HAVE A STRATA TECH ST-520 INJECTION RESIN OR APPROVED EQUAL. z STRUCTURAL ENGINEER REVIEW AND STAMP ANY AND ALL SHORING PLANS AND CALCULATIONS. THE Q DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR WORKER SAFETY AND THE DISTRICT AND THE DISTRICT'S DEVELOPER/CONTRACTOR SHALL RE -CHANNEL EXISTING MANHOLES AS NECESSARY TO SMOOTHLY DIRECT THE ENGINEER ASSUME NO RESPONSIBILITY. FLOW INTO THE EXISTING SYSTEM. z Q WHEN NATIVE MATERIAL AT THE TRENCH BOTTOM IS SUITABLE FOR PIPE BEDDING, THE BOTTOM SHALL BE ALL WATER AND/OR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM NEW SEWERS AND NOT BE PERMITTED HAND FINISHED TO GRADE SO THAT THE PIPE WILL HAVE UNIFORM SUPPORT ALONG THE BARREL AND BELL. TO ENTER THE EXISTING SYSTEM. THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR FLUSHING OUT AFTER THE PIPE IS IN PLACE, ADDITIONAL HAND SELECTED NATIVE MATERIAL MEETING THE REQUIREMENTS FOR AND CLEANING ANY EXISTING SEWERS INTO WHICH GRAVEL, ROCKS OR OTHER DEBRIS HAS ENTERED AS A Q BEDDING MATERIAL SHALL BE PLACED AND TAMPED AROUND THE PIPE FOR A MINIMUM OF 4 INCHES ABOVE RESULT OF THE DEVELOPER'S/CONTRACTOR'S OPERATIONS, AND SHALL PAY FOR REPAIR TO LIFT STATIONS OR N THE CROWN OF THE PIPE. OTHER FACILITIES DAMAGED BY SUCH DEBRIS. ALL FLUSHING WATER SHALL BE PUMPED FROM UPSTREAM z MANHOLES OR SEWER LINES AND SHALL NOT BE ALLOWED TO ENTER THE EXISTING SEWER. WHEN NATIVE MATERIAL AT THE TRENCH BOTTOM IS STONY OR OTHERWISE NON -UNIFORM, THE TRENCH SHALL li BE OVER -EXCAVATED A MINIMUM OF 6 INCHES BELOW THE SPECIFIED GRADE AND A LAYER OF PIPE BEDDING Lj MATERIAL SHALL BE FURNISHED AND PLACED TO THE SPECIFIED GRADE. AFTER THE PIPE IS IN PLACE, ADDITIONAL HAND SELECTED NATIVE MATERIAL MEETING THE REQUIREMENTS FOR BEDDING MATERIAL SHALL BE 4. SEPARATION OF UTILITIES O PLACED AND TAMPED AROUND THE PIPE FOR A MINIMUM OF 4 INCHES ABOVE THE CROWN OF THE PIPE. MINIMUM SEPARATION BETWEEN SEWER AND WATER MAINS SHALL CONFORM TO SECTION C1-9.1 OF THE 2 IF THE NATIVE MATERIAL AT THE TRENCH BOTTOM IS UNSUITABLE FOR FOUNDATION PURPOSES OR WILL HAVE "CRITERIA FOR SEWAGE WORKS DESIGN", CURRENT EDITION, AS PUBLISHED BY THE DEPARTMENT OF ECOLOGY. U) DIFFICULTY PROVIDING UNIFORM BEARING FOR THE PIPE, SUCH MATERIAL SHALL BE REMOVED AND REPLACED MINIMUM SEPARATION BETWEEN OTHER UTILITIES SHALL BE 6 INCHES WITH A SAND CUSHION. = WITH A MINIMUM OF 6 INCHES OF COMPACTED FOUNDATION MATERIAL. PUGET SOUND ENERGY VAULTS, HAND HOLES AND LIGHT STANDARDS SHALL BE LOCATED NO CLOSER THAN 10 = THE BEDDING MATERIAL SHALL BE CARRIED UP EVENLY ON BOTH SIDES OF THE PIPE SIMULTANEOUSLY IN FEET FROM ANY SEWER MAINS AND STUB SERVICES. DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR APPROXIMATELY 6-INCH LAYERS AND EACH LAYER THOROUGHLY COMPACTED WITH APPROPRIATE TOOLS IN COORDINATION OF VAULTS, HAND HOLES, AND LIGHT STANDARDS WITH THE SEWER STUB SERVICES. NO SUCH MANNER AS TO AVOID INJURING OR DISTURBING THE COMPLETED PIPELINE. ALL BEDDING AND NATIVE CONSTRUCTION SHALL START UNTIL THE DEVELOPER/CONTRACTOR HAS FURNISHED THE DISTRICT WITH A WORK 0� MATERIAL SHALL BE STORED AWAY FROM THE EDGES OF EXCAVATION AND OFF THE PAVED ROADWAY AND SKETCH FROM PUGET SOUND ENERGY OR A SIGNED HOLD HARMLESS AGREEMENT (FORM SUPPLIED BY THE W SHOULDER. GoDISTRICT) IS PROVIDED.. 0 ALL TRENCH BACKFILL SHALL BE MECHANICALLY COMPACTED TO 95% OF THE MAXIMUM DENSITY WITHIN THE 5. THRUST BLOCKING z RIGHT-OF-WAY AND IN ALL AREAS (PAVED AND UNPAVED) WHERE STREETS, ROADWAY SHOULDERS, DRIVEWAYS, SIDEWALKS, OR PARKING LOTS WILL BE CONSTRUCTED OR RECONSTRUCTED OVER THE TRENCH EXCEPT FOR WHEN DIGGING NEAR FITTINGS ON EXISTING PIPELINES, TEMPORARY BLOCKING SHALL BE INSTALLED TO J TRENCHES OVER 8 FEET IN DEPTH. WHEN THE TRENCH DEPTH EXCEEDS 8 FEET, TRENCH BACKFILL UP TO 4 PREVENT BLOWOUTS. BLOCKING SHALL ALLOW FOR ANY CONNECTIONS TO THE FITTING TO BE REMOVED FEET FROM THE TOP OF THE TRENCH SHALL BE MECHANICALLY COMPACTED TO 90% OF THE MAXIMUM WITHOUT DAMAGING THE FITTING. THRUST BLOCKING SHALL CONFORM TO THE STANDARD DETAILS. WHERE DENSITY. THE REMAINING TOP 4 FEET OF THE TRENCH SHALL THEN BE MECHANICALLY COMPACTED TO 95% UNFAVORABLE GROUND CONDITIONS ARE ENCOUNTERED, SPECIAL BLOCKING MAY BE REQUIRED AS DIRECTED BY OF THE MAXIMUM DENSITY. IN UNPAVED AREAS AND OTHER AREAS NOT SUBJECT TO VEHICULAR TRAFFIC, THE DISTRICT IN THE FIELD. TRENCH BACKFILL FROM THE PIPE TO WITHIN 3 FEET OF THE SURFACE SHALL BE COMPACTED TO 90% OF THE MAXIMUM DENSITY. THE UPPER 3 FEET SHALL BE COMPACTED TO 95% OF THE MAXIMUM DENSITY. 6. SEWER MAIN TESTING ALL DENSITIES SHALL BE DETERMINED BY TESTING PER THE MODIFIED PROCTOR METHOD, ASTM D1557. THE GRAVITY SEWERS AND APPURTENANCES SHALL BE TESTED AFTER BACKFILLING BY THE LOW-PRESSURE AIR DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING DENSITY TEST REPORTS CERTIFIED BY A METHOD IN ACCORDANCE WITH SECTION 7-17.3(2) OF THE STANDARD SPECIFICATIONS, EXCEPT WHERE THE PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. A MINIMUM OF ONE TEST SHALL BE GROUND WATER TABLE IS SUCH THAT THE DISTRICT MAY REQUIRE THE INFILTRATION TEST. FINAL ACCEPTANCE TAKEN WITHIN EVERY 500 FEET OF TRENCH LENGTH AND AT DEPTHS UP TO 50% OF TRENCH DEPTH, OR AS DIRECTED BY THE DISTRICT'S FIELD REPRESENTATIVE OR THE GOVERNING ROAD AGENCY. COMPACTION OF OF THE SEWER MAIN INSTALLATION WILL BE SUBJECT TO THE DISTRICT'S RESOLUTION N0. 1904-S, WHICH LATERALS OR SERVICE LINE TRENCHES SHALL BE TESTED WHERE DIRECTED BY THE DISTRICT'S FIELD ALLOWS A MAXIMUM PONDING DEPTH OF 3/4-INCH. IN THE EVENT OF CONFLICTS BETWEEN THE STANDARDS REPRESENTATIVE OR THE GOVERNING ROAD AGENCY. TESTING OF CDF, WHEN USED AS REQUIRED BY THE ESTABLISHED IN RESOLUTION N0. 1904-S AND THE STANDARDS SPECIFIED IN SECTION 7-17.3(2) OF THE GOVERNING ROAD AGENCY, SHALL BE IN ACCORDANCE WITH ASTM 04832. STANDARD SPECIFICATIONS, THE STANDARDS OF THE RESOLUTION WILL TAKE PRECEDENCE. TRENCH BACKFILL SHALL BE PLACED IN UNIFORM LOOSE LAYERS NO MORE THAN 12 INCHES THICK AND 7. REPAIR OF PIPELINE FAILURES MECHANICALLY COMPACTED AS SPECIFIED. IN ANY TRENCH WHERE THE SPECIFIED COMPACTION CANNOT BE ACHIEVED WITH NATIVE BACKFILL, THE TOP 4 FEET SHALL BE REPLACED AND COMPACTED TO 95% OF THE BROKEN OR OTHERWISE DEFECTIVE PIPE SHALL BE REMOVED AND REPLACED. REPAIR BANDS OR CLAMPS MAXIMUM DENSITY WITH IMPORTED BANK RUN GRAVEL. THE DISTRICT'S FIELD REPRESENTATIVE RESERVES THE SHALL NOT BE USED TO REPAIR BROKEN PIPE. RIGHT TO REQUEST A COMPACTION TEST AT ANY TIME ON THE BACKFILL MATERIAL. 8. JACKED CROSSING IN CUTS TRANSVERSE TO THE ROAD ALIGNMENT AND AT ALL UTILITY CROSSINGS, THE ENTIRE TRENCH SHALL AT LOCATIONS AS REQUIRED BY THE DISTRICT OR GOVERNING ROAD AGENCY, OR AS PROPOSED BY THE BE BACKFILLED WITH CRUSHED SURFACING. BACKFILL SHALL BE PLACED AND MECHANICALLY COMPACTED IN 12-INCH MAXIMUM LIFTS. DEVELOPER/CONTRACTOR, SEWER MAIN CROSSINGS OF ARTERIAL STREETS SHALL BE MADE BY JACKING, DRIVING, OR AUGURING A STEEL CASING PIPE BENEATH THE SURFACE. ALIGNMENT AND GRADE OF CASINGS AFTER BACKFILL AND COMPACTION, AN IMMEDIATE COLD MIX PATCH SHALL BE PLACED AND MAINTAINED IN A FURNISHED SHALL BE SUCH THAT NO ADDITIONAL FITTINGS ARE NECESSARY TO MAKE THE CONNECTION. IF MANNER ACCEPTABLE TO THE GOVERNING ROAD AGENCY UNTIL REPLACED WITH PERMANENT SURFACING. THE CASING DOES NOT MEET THIS REQUIREMENT, IT SHALL BE ABANDONED BY FILLING THE CASING WITH MOIST SAND AND A NEW CASING INSTALLED TO MEET THE LINE AND GRADE REQUIREMENTS. NO OPEN ALL PIPE AND FITTINGS SHALL BE LAID "IN THE DRY" UNLESS OTHERWISE APPROVED BY ENGINEER. TRENCH EXCAVATION SHALL BE MADE CLOSER THAN 6 FEET FROM THE EDGE OF PAVEMENT. EXCAVATIONS SHALL BE DEWATERED BY USING WELL POINT SYSTEMS, SUMPS WITH PUMPS OR OTHER METHODS DIAMETER OF CASING PIPE SHALL BE SUFFICIENT TO ALLOW INSTALLATION OF THE SEWER. WALL THICKNESS APPROVED BY THE DISTRICT. DEWATERING SYSTEMS SHALL BE USED IN ACCORDANCE WITH GOOD STANDARD SHALL BE SUFFICIENT TO WITHSTAND INSTALLATION FORCE AND HIGHWAY LOADING WITH A MINIMUM THICKNESS PRACTICE AND SHALL BE EFFICIENT ENOUGH TO LOWER THE WATER LEVEL IN ADVANCE OF THE EXCAVATION OF 1/-INCH. AFTER THE SEWER MAIN HAS BEEN ADJUSTED TO GRADE, MOIST SAND SHALL BE TAMPED INTO AND MAINTAIN IT CONTINUOUSLY TO KEEP THE TRENCH BOTTOM AND SIDES FIRM AND DRY. THE CASING PIPE SO THAT ALL VOIDS WILL BE FILLED. MANUFACTURED CASING SPACERS THAT PROHIBIT DEVELOPER/CONTRACTOR SHALL SUBMIT THE DEWATERING PLAN TO THE DISTRICT FOR REVIEW AT LEAST 10 MOVEMENT OF THE PIPE IN ANY DIRECTION WITHIN THE CASING MAY BE USED IN LIEU OF FILLING THE VOID DAYS PRIOR TO COMMENCING ANY DEWATERING WORK. ALL DEWATERING EFFLUENT SHALL BE ROUTED THROUGH A DEWATERING POND PRIOR TO RELEASE. BETWEEN THE SEWER MAIN AND THE CASING WALL WITH SAND. GROUNDWATER SHALL BE CONTROLLED SUCH THAT SOFTENING OF THE BOTTOM OF EXCAVATIONS OR 10. EXISTING UTILITIES FORMATION OF "QUICK" CONDITIONS OR "BOILS' DURING EXCAVATION SHALL BE PREVENTED AND NO SOIL SHALL EXISTING UTILITIES SHOWN ON ANY REFERENCE DRAWINGS PROVIDED BY THE DISTRICT HAVE BEEN PLOTTED BE ERODED INTO THE EXCAVATION FROM THE SIDES OF EXCAVATION. DEWATERING SYSTEMS SHALL BE DESIGNED AND OPERATED SO AS TO PREVENT REMOVAL OF THE NATURAL SOILS. THE FROM THE BEST INFORMATION AVAILABLE TO THE DISTRICT. THE DEVELOPER/CONTRACTOR SHALL BE DEVELOPER/CONTRACTOR SHALL AT ALL TIMES HAVE ON HAND SUFFICIENT PUMPING EQUIPMENT AND RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES WELL ENOUGH IN ADVANCE OF THE EXCAVATION TO MACHINERY IN GOOD WORKING CONDITION FOR ALL ORDINARY EMERGENCIES, INCLUDING POWER OUTAGES, AND PREVENT DAMAGE DURING CONSTRUCTION. THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHALL HAVE AVAILABLE AT ALL TIMES COMPETENT WORKERS FOR THE OPERATION OF SAID EQUIPMENT. DAMAGE RESULTING FROM HIS OPERATIONS ON THE PROJECT. DEVELOPER/CONTRACTOR SHALL CONTROL SURFACE RUNOFF SO AS TO PREVENT ENTRY OR COLLECTION OF 11. WARRANTY PERIOD WATER IN EXCAVATIONS AND SHALL MAINTAIN THE UNDISTURBED STATE OF THE FOUNDATION SOILS AND ALLOW THE DEVELOPER MAKING THE APPLICATION FOR A LINE EXTENSION SHALL BE RESPONSIBLE FOR THE MATERIALS THE PLACEMENT OF ANY BACKFILL TO THE REQUIRED DENSITY. THE RELEASE OF GROUNDWATER TO ITS AND FOR SATISFACTORY OPERATION OF THE FACILITY FOR A PERIOD OF ONE YEAR FROM THE DATE OF STATIC LEVEL SHALL BE PERFORMED IN SUCH A MANNER AS TO MAINTAIN THE UNDISTURBED STATE OF THE ACCEPTANCE OF THE COMPLETED PROJECT AND THE BILL OF SALE TO THE DISTRICT. NATURAL FOUNDATION SOILS, PREVENT DISTURBANCE OF COMPACTED BACKFILL, AND PREVENT FLOTATION OR MOVEMENT OF STRUCTURES AND PIPELINES. DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL PERMIT REQUIREMENTS AND PROVISIONS FOR MONITORING AND MANAGING WATER DISCHARGED FROM THE EXCAVATION. mmm1932 First Ave 1�'3F NN ASiy��� SURVEYED: Suite 201 z�� DESIGNED: Seattle, WA 98101 p, 206.725.1211 DRAWN: f.206.973.5344 /� �F 6R,0 �� CIVIL PERMIT RESPONSE 0/26/2 o� �sTE PERMIT RE -SUBMITTAL 2/12/2 CHECKED: engineering pIIc www.lpdengineering.com FSS��NAL ENG\ � APPROVED: N0. REVISION BY DATE APPR MATERIALS (Revised 05-1 6-1 1) 1. PIPE GRAVITY SEWERS AND SERVICES SHALL BE CONSTRUCTED OF PVC PIPE CONFORMING TO SECTION 9-05.12 OF THE STANDARD SPECIFICATIONS UNLESS REQUIRED OTHERWISE BY THE DISTRICT. PVC GRAVITY SEWER MAIN AND PVC GRAVITY SEWER SERVICE PIPE SHALL BE CONSIDERED FLEXIBLE CONDUIT. PVC COMPOUND SHALL MEET THE REQUIREMENTS OF ASTM D 1784 FOR CLASS 12454-B PVC. DUCTILE IRON PIPE (CLASS 52) MAY BE USED IN LIEU OF PVC PIPE PROVIDED THE DUCTILE IRON PIPE IS LINED WITH EPDXY, POLYURETHANE, OR SEWPERCOAT AS MANUFACTURED BY KERNEOS ALUMINATE TECHNOLOGIES OR APPROVED EQUAL. ALL LININGS SHALL BE APPLIED PER THE MANUFACTURER'S RECOMMENDATIONS. A. LINED DUCTILE IRON PIPE SHALL HAVE THE LINING APPLIED TO ALL EXPOSED INTERIOR SURFACES PER THE MANUFACTURER'S RECOMMENDATIONS. B. POLYURETHANE LININGS SHALL CONSIST OF POLYISOCYANATE RESIN AND POLYOL RESIN MIXED AT A 1:1 RATIO AT THE TIME OF THE APPLICATION AND APPLIED TO A DRY FILM THICKNESS OF 40 MILS (0.040 INCHES). COATING THICKNESS WITHIN THE BELL SOCKET INTERIOR AND ON THE SPIGOT END OF THE PIPE EXTERIOR SHALL BE 8 MILS (0.008 INCHES) NOMINAL WITH A MAXIMUM THICKNESS OF 10 MILS (0.010 INCHES) IN ORDER TO MINIMIZE POTENTIAL DIMENSIONAL ASSEMBLY PROBLEMS. THICKER COATS MAY BE ALLOWED PROVIDED FINAL DIMENSIONS ARE WITHIN ALLOWABLE TOLERANCES AFTER THE COATING. THE LINING SHALL PROVIDE AN ASTM D16 TYPE V SYSTEM. C. SEWPERCOAT IS A CALCIUM ALUMINATE MORTAR MADE OF FUSED CALCIUM ALUMINATE AND CALCIUM ALUMINATE AGGREGATES. THE LINING SHALL BE APPLIED TO A THICKNESS OF 125 MILS (0.125 INCHES) FOR 12-INCH AND SMALLER DIAMETER PIPES AND 3/16 INCHES FOR PIPES LARGER THAN 12 INCHES IN DIAMETER. CRACKS IN THE LINING, OTHER THAN CLOSED HAIRLINE CRACKS AND/OR FINE CRAZING ARE NOT ACCEPTABLE. A SEAL COAT SHALL BE APPLIED TO ANY SEWPERCOAT LINING. D. THE EXTERIOR OF ALL DUCTILE IRON PIPES SHALL BE COATED WITH 1 MIL (0.001 INCHES) OF BITUMINOUS PAINT ACCORDING TO ANSI/AWWA C151/A21.51. 2. SIDE SEWER SERVICES ALL SIDE SERVICES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SECTION 7-18 OF THE STANDARD SPECIFICATIONS AND THE RESOLUTIONS OF THE DISTRICT, WHICH ARE INCORPORATED HEREIN BY REFERENCE. SIDE SERVICE CONSTRUCTION SHALL FOLLOW THE INSTALLATION OF MAIN LINES AS CLOSELY AS PRACTICAL IN THE OPINION OF THE DISTRICT. CONTRACTOR SHALL INSTALL THE PIPE TO A MINIMUM DEPTH AT THE PROPERTY LINE OF 5 FEET BELOW THE FLOOR TO BE SERVED OR 5 FEET BELOW THE STREET CENTERLINE WHICHEVER IS DEEPER. IN CASES OF VACANT PROPERTIES OR PROPERTIES VACANT BEYOND 150 FEET FROM SEWER MAIN, THE SIDE SEWER SHALL BE CONSTRUCTED WITH A MINIMUM SLOPE OF 2% FROM THE TEE, UNLESS OTHERWISE APPROVED BY THE DISTRICT IN WRITING. ALL STUB SERVICES SHALL TERMINATE WITH A 6-INCH WATERTIGHT CAP AT THE PROPERTY AND/OR EASEMENT LINE, OR 10 FEET PAST AT THE OPTION OF THE DEVELOPER. ALL ENDS OF STUB SERVICES SHALL BE MARKED BY A 12-GAUGE GALVANIZED WIRE AND A 2-INCH BY 4-INCH TIMBER. THE WIRE SHALL EXTEND VERTICALLY FROM THE CAPPED END TO THE GROUND SURFACE AND SHALL BE ATTACHED TO THE TIMBER FROM END TO END. THE TIMBER SHALL EXTEND FROM THE CAPPED END TO A MINIMUM OF 12 INCHES ABOVE THE GROUND AND SHALL BE PAINTED TRAFFIC WHITE WITH THE WORD "SEWER" STENCILED ON WITH BLACK PAINT. THE END OF THE TIMBER SHALL BE MARKED IN PERMANENT INDELIBLE INK WITH THE LENGTH OF THE TIMBER INSTALLED. NEITHER THE WIRE NOR 2" X 4" TIMBER SHALL BE SECURED OR ATTACHED TO THE SEWER PIPE. ALL SIDE SERVICES SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN LINE SEWER IS TESTED FOR ACCEPTANCE. ALL 6-INCH STUBS INTO MANHOLES TO MATCH CROWNS. 3. MANHOLES MANHOLES SHALL BE PRECAST CONCRETE UNLESS REQUIRED OTHERWISE BY THE DISTRICT AND SHALL CONFORM TO STANDARD PLAN B-23A EXCEPT WITH ECCENTRIC REDUCING CONES. POURED IN PLACE BASES SHALL NOT BE ALLOWED. MAXIMUM ALLOWABLE DIMENSION FROM THE BREAK OF CONE TO TOP OF CASTING SHALL BE 20 INCHES. INTERNAL CONCRETE CHANNELS, BENCHES AND FILLETS SHALL BE FORMED USING LOW SHRINKAGE CLASS 4000D 5 SACK MIX WITH PEA GRAVEL TO 5/8-INCH (MAX SIZE) AGGREGATE CONFORMING TO SECTION 6-02.3 OF THE STANDARD SPECIFICATIONS. THE WATER -CEMENT RATIO SHALL NOT EXCEED 0.38. A WATER -REDUCING ADMIXTURE SHALL BE INCLUDED IN THE MIX. LADDER RUNGS SHALL BE 1-INCH DIAMETER DEFORMED BAR, GALVANIZED OR POLYPROPYLENE SAFETY -TYPE STEPS MEETING THE REQUIREMENTS OF ASTM C478, AASHTO M-199, AND ALL WISHA AND OSHA SPECIFICATIONS. POLYPROPYLENE STEPS, CONFORMING TO ASTM D 4101, SHALL BE INJECTION MOLDED AROUND A 1/2-INCH ASTM A 615 GRADE 60 STEEL REINFORCING BAR. COVERS SHALL BE OLYMPIC FOUNDRY MODEL NO. MH30A D/T OR APPROVED EQUAL AND SHALL BE 24-INCH DIAMETER CAST IRON OR DUCTILE IRON WITH THREE 5/8-INCH DIAMETER X 1 1/2-INCH LONG COUNTERSUNK N.C. STAINLESS STEEL SOCKET HEAD CAP SCREWS AND SINGLE 1-INCH DIAMETER LIFT HOLE LOCATED APPROXIMATELY 3 INCHES FROM THE OUTSIDE EDGE OF THE COVER. PROVIDE 5/8-INCH X 2 1/2-INCH STAINLESS STEEL CARRIAGE BOLT INSTALLED IN MANHOLE LIFT HOLE. LIDS SHALL HAVE A NON-SKID PATTERN CAST INTEGRALLY ON TOP WITH THE WORD "SEWER" CAST IN 3-INCH RAISED LETTERS. RING AND COVER SHALL HAVE ONE OF THE LOCK DOWN BOLTS CENTERED DIRECTLY OVER THE ACCESS LADDER. ALL MANHOLE COVERS LOCATED IN SIDEWALKS OR DRIVEWAYS SHALL BE OLYMPIC FOUNDRY NO. MH30A D/T SMOOTH DESIGN OR APPROVED EQUAL WITH LOCKING LID AND 6-INCH CASTING RING AND THE WORD "SEWER" CAST INTEGRALLY ON TOP IN 3-INCH RAISED LETTERS. MANHOLE SECTIONS SHALL HAVE RUBBER GASKET JOINTS CONFORMING TO ASTM C 443. ALL MANHOLE JOINTS AND PICK HOLES SHALL BE SEALED FROM THE INSIDE AND THE OUTSIDE WITH A SAND AND PORTLAND CEMENT CONCRETE MIX. CONTRACTOR SHALL PROVIDE AN 8-INCH THICK BY 6-FOOT WIDE ASPHALT OR CONCRETE COLLAR AROUND THE RIMS OF ALL MANHOLES LOCATED IN UNIMPROVED AREAS, LANDSCAPED AREAS, EASEMENTS, AND ALL OTHER UNPAVED AREAS. THE ASPHALT OR CONCRETE COLLAR SHALL SLOPE AWAY FROM THE MANHOLE RIM. 4. IMPORTED GRAVEL MATERIAL PIPE BEDDING SHALL CONFORM TO SECTION 9-03.12(3) OF THE STANDARD SPECIFICATIONS. FOUNDATION GRAVEL SHALL CONFORM TO SECTION 9-03.17 OF THE STANDARD SPECIFICATIONS. BANKRUN GRAVEL FOR TRENCH BACKFILL SHALL CONFORM TO SECTION 9-03.19 OF THE STANDARD SPECIFICATIONS, EXCEPT AT TRANSVERSE CUTS TO THE ROAD ALIGNMENT OR AT UTILITY CROSSINGS, WHICH SHALL BE BACKFILLED WITH CRUSHED GRAVEL SURFACING OR AS REQUIRED BY THE GOVERNING ROAD AGENCY. DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND DISPOSING OF ANY EXCESS EXCAVATED SOIL MATERIAL AT AN APPROVED DISPOSAL SITE. 5. CRUSHED GRAVEL SURFACING CRUSHED GRAVEL SURFACING SHALL CONFORM TO THE REQUIREMENTS OF SECTION 9-03.9(3) OF THE STANDARD SPECIFICATIONS. 6. ASPHALT CONCRETE PATCH AND OVERLAY ASPHALT CONCRETE SURFACING FOR PATCHING AND OVERLAY SHALL CONFORM TO SECTION 5-04.2 AND 5-04.3 OF THE STANDARD SPECIFICATIONS. ASPHALT CONCRETE SURFACING SHALL MEET CLASS %-INCH, P.G, 58-22 GRADING REQUIREMENTS, OR AS REQUIRED BY THE GOVERNING ROAD AGENCY. RE SHOWN ONLY FOR REFERENCE. EE APPROVED SOOS CREEK R-422124 F-IN COMPLIANCE WITH CITY OF RENTON STANDARDS 00 M O O O i N N Ln 00 O N U �, LDEVELOPMENT ENGINEERING ®_ J Michael Sippo 01/27/2023 Q m Z) C) SCALE: DATE: VERTICAL: NAVD 1988 HORIZONTAL:: NAD 1983/1991 CITY 0 LINDBERGH HIGH SCHOOL MODERNIZATION 16 SEPT 2022 LU 3�1 16426128TH AVE SE FFIAELDBOOK: ONE INCH DATUM RENTON RENTON, WA 98058 � � DRAWING N0: AT FULL SCALE Planning/Building/Public Works Dept. SEWER DETAILS C 3.5 E IF NOT ONE INCH SCALE ACCORDINGLY w SHEEP: 24 OF, 64 ^ I..L C0 z 0 I- 0 0 Q z Q z 0 Q N_ z ryr' W n 0 75 0 2 C� ry MW W z J NTS NOT USED NTS NOT USED 5 1932 First Ave Suite 201 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 STD. 24"0 MANHOLE FRAME w/ LOCKING LID 20" °o: IMAX. ECCENTRIC CONE I v v 0 O SECTIONS AS - NEEDED v BASE SECTION - NOTE: A MINIMUM OF ONE ADJUSTMENT RING SHALL BE INSTALLED BETWEEN THE BREAK OF THE CONE AND THE MANHOLE COVER. CRC STANDARD MANHOLE DETAIL REVISION DATE MAY 17, 2011 SCALE NTS DISTRICT APPROVAL K.V. DATE APPROVED JUNE 02, 2011 FILE NAME M \SOOS CREEK W&S\DESIGN STANDARDS\SWR DTLS\S-27 DWG. NO. S-27 61 z engineering pllc www.Ipdengineering.com w "'o STANDARD MANHOLE DETAIL 5-27 NTS NOT USED WE K 0 FINISHED GRADE D A / 12" 0 D.I. CONCRETES FIBER JOINT FILLER COMPACTED -- SUBGRADE 2' SQUARE DIA PER PLANS / JP SEE PLAN FOR I.E. AND DIA FLOW SURVEYED: DESIGNED: SCALE: PAVED AREAS 6 0 CIVIL PERMIT RESPONSE 0/26/2 DRAWN: ONE INCH STER PERMIT RE —SUBMITTAL 2/12/2 CHECKED: AT FULL SCALE IAL E\VG\ IF NOT ONE INCH Zo N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SET FLUSH W/FINISHED IF CLEANOUT IS IN LANDSCAPE GRADE CONCRETE PAVED HDPE VALVE BOX SIZED-,.,\ SURFACE, PROVIDE FOR ADEQUATE ACCESS THICKENED EDGE & POUR CONCRETE MONOLITHIC ��` � 2" PEA GRAVEL 45° BEND CAST IRON COVER AND RING MARKED TDCO" FOR FOOTING DRAINS AND "SDCO FOR STORM LINES GDIA PER PLAN RIPPER PLUG JP 45° BEND FLOW SEE PLAN FOR-` I.E. AND DIA LANDSCAPED AREAS GRIPPER PLUG 00 LTER FABRIC NTS CLEANOUTS RE SHOWN ONLY FOR REFERENCE. EE APPROVED SOOS CREEK R-422125 NOT USED 8 F__1N COMPLIANCE WITH CITY OF RENTON STANDARDS CO O r O O 1 N N Q J 00 O O O 1 N Ln 00 N O N N NTS NOT USED 7 DEVELOPMENT ENGINEERING �' IL Michael Sippo 01/27/2023 J H U) VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM . CITY OF RENTON Planning/Building/Public Works Dept. LINDBERGH HIGH SCHOOL MODERNIZATION 16426128TH AVE SE RENTON, WA 98058 SEWER DETAILS DATE: 16 SEPT 2022 UJI PALDBOOK: DRAWING NO: C3.6 E W SHEET: 25 OF, 0 N N n ATTACH SIGN WITH FINISHED GRADE 12" SAWCUT, TACK COAT AND 2 DRIVE RIVETS MATCH EX ASPHALT GRADE CO Ir- SEE NOTE 6 O N METAL POST NOTES: O°O 00°O O°O 00° /O�/w�/w�/w�/w�/w�/w� v� O O 1. METAL POSTS SHALL BE TELESPAR QUICK PUNCH POST. o ° o o /,�/,�/,�/ // SIGN POST SQUARE �00 0 O �00 op \\j\\j\\/1\ ' EXISTING ASPHALT O O CORNER BO T o o� o 00 o o//\//\/ 2 X 2", 14 GAUGE 2. METAL STOP AND YIELD SIGN POSTS SHALL HAVE ALTERNATING 1 BANDS OF RED AND o° 0 i SEE NOTE 7 o QUICK PUNCH WHITE 3M DIAMOND GRADE SHEETING. ALL OTHER POSTS SHALL BE UNSHEETED. °� �� ° °� / EX PAVEMENT SUB -BASE Q 0 0 �00 0 O C>00 op w o,� °°�oa °� °o� ° MUST BE COMPACTED TO 2" o GROUND SURFACE 3. FOR IN -SIDEWALK INSTALLATIONS, CORE 4 DIAM. HOLE. ANCHOR LENGTH MAY BE Do° Oro O �o° �o° D 95% MAX. DENSITY DECREASED TO 12" J 5-1/2" HMA CLASS 1/2 ASPHALT CONCRETE SLOPE VARIES » ✓\/�\/ o D /j\�i�\ice\� 4. POST SHALL BE ROLLED CARBON SHEET STEEL, ASTM A570 GRADE 50 AND BE HOT SUBGRADE� PAVEMENT 1'R. 8 % o % LOWER SIGN POST SUPPORT DIPPED GALVANIZED AASHTO M-120 YIELD STRENGTH 60,000 PSI MIN. POST SHALL COMPACTED PER 4" CRUSHED SURFACING BASE COURSE 22 2.5" X 2.5 O.D. HAVE 7/16" DIE -PUNCHED KNOCKOUTS ON 1" CENTERS FULL LENGTH, FOUR SIDES. GEOTECHNICAL COMPACT TO 95% MAX DENSITY " RECOMMENDATIONS 12" GRAVEL BORROW COMPACT TO 95% MAX ASPHALT p / % 7 GAUGE, 24 LENGTH z PAVEMENT _ o o ' ° ° SEE NOTE 5 5. ANCHOR SHALL HAVE 4 7/16" HOLES ONE EACH SIDE 2" FROM TOP END. FINISH DENSITY OR EX SUBGRADE MOISTURE 0 SHALL BE ZINC HOT DIPPED GALVANIZED MATERIAL TO MEET ASTM A500 GRADE B. CONDITIONED COMPACTED TO 95% MAX DENSITY D D o a D "' 2" ��i��i��i 6. DRIVE RIVETS TO BE TL3806 3/8" DIA. STANDARD 0 2 CUBIC FT. CONCRETE 7. CORNER BOLTS TO BE TLCB516M. FINISHED GRADE� SAW -CUT, TACK COAT AND D � 12 MATCH EX ASPHALT GRADE 00 SQUARE METAL o z ��/v�o o ° POST oo��o�oo�� oo�� boo w�w� vv�w�w�w� vv O Q o o Doo o oo jvv/jvv/v vvjvv/� O /j\ EXISTING ASPHALT O \\ o 0 o CAST -IN -PLACE 0 2 - #4 CONT. i\ SIGN INSTALLATION NOTES / CONCRETE ��/ //\ \/\/\/� / '\\ 1. SIGN SHEETING REQUIREMENTS 3M DIAMOND GRADE DIG REFLECTIVE SHEETING OR 00 o 0 0 EX UNDISTURBED PAVEMENT APPROVED EQUAL: STOP, YIELD, KEEP RT, TURN RESTRICTION, LARGE ARROW, op °o o °� o�°� o� SUB -BASE MUST BE COMPACTED Q 7-3/4 4" MIN CRUSHED SURFACING CHEVRON CURVE/TURN WARNING PED & ADV PIED CROSSING SCHOOL AND ADV o0 0 00 C> o c>o 0 0 0 ° o 0 95% MAX N TOP COURSE SCHOOL CROSSING, STOP/YIELD/SIGNAL AHEAD, OBJECT MARKERS, END OF ROAD z MARKER, ALL STREET NAME SIGNS, ALL MAST ARM OR OVERHEAD MOUNTED SIGNS. 4" HMA CLASS 1/2" ASPHALT ry ALL OTHER SIGNS SHALL HAVE 3M HIGH INTESITY PRISMATIC SHEETING, APPROVED CONCRETE PAVEMENT U-1 EQUAL. SUBGRADE COMPACTED TO Q FIRM AND UNYIELDING 6" CRUSHED SURFACING BASE COURSE 2. SIGN HEIGHT - (EXCLUDING ADA SIGNS) CONDITION COMPACT TO 95% MAX DENSITY 0 7' FROM BOTTOM OF SIGN TO STREET OR SIDEWALK. 6' FROM BOTTOM OF 12" GRAVEL BORROW COMPACT TO 95% MAX 75 LOWER SIGN FOR MULTIPLE SIGNS ON ONE POST. EXCEPTIONS ONLY AS SIGNS SHALL BE 12" BY 18" "FIRE LANE -NO PARKING" PER CITY ORDINANCE. CONTRACTOR SHALL DENSITY OR EX SUBGRADE MOISTURE CONDITIONED SPECIFICALLY STATED ON PLANS OR APPROVED BY THE ENGINEER. SUBMIT A MOCK UP OF ALL MODIFIED SIGNS TO OWNERS REPRESENTATIVE FOR APPROVAL PRIOR TO COMPACTED TO 95% MAX DENSITY = 3. FIRE LANE MOUNTING SHALL BE AS ORDER OR PURCHASE OF SIGNS HEAVY DUTY FOLLOWS: NOTES: Ln = A. 60 INCHES TO TOP OF SIGN WHERE MOUNTED ON BUILDING OR NOT 1. IF EX PAVEMENT SECTION IS THICKER, MATCH EX SECTION. OTHERWISE CONSTRUCT SECTION SHOWN. 00 0 LOCATED ADJACENT TO PEDESTRIAN WALKWAY 2. SAW -CUT FULL DEPTH WHERE NEW PAVEMENT ABUTS EXISTING AND APPLY TACK COAT. N ry B. 80 INCHES TO TOP OF SIGN WHERE LOCATED IN OR ADJACENT TO 3. PLACE ASPHALT IN ACCORDANCE WITH WSDOT APWA SECTION 5-04. 0 U-1 PEDESTRIAN WALKWAY. 4. PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE REMOVED MATERIAL WITH GRAVEL BORROW. N Go 4. ADA SIGN MOUNTING 5' FROM ELEVATION OF PARKING SPACE MEASURED TO CONTRACTOR SHALL TEST AND VERIFY SUBGRADE MEETS COMPACTION REQUIREMENTS PRIOR TO N 0 NTS BOTTOM OF SIGN IN ACCORDANCE WITH ICC/ANSI A 1 17.1-2003 SECTIONS 502 NTS PAVING. NTS (� z CONCRETE VERTICAL CURB & 503 SITE SIGNAGE 3 STANDARD AND HEAVY DUTY ASPHALT PAVEMENT J MODIFIED CONIC CURB DOWEL (TYP) CURB & GUTTER QUARRY SPACES FINISHED GRADE 6 4 4v, 4 V � n 18" D V� � W �4 �4 � �*,i " ° ` :X p ° D ° » � al PAINT SPEED BUMP �� ° p D oo�oo oo� o �o oo�o oo�o oo�o oo�o `�1 D r �, � � YELLOW �' Oo Oo 0 0�00 0�00 0�00 ��Oo 000 5J 6 \4 CONIC CURB & GUTTER SECTION A -A ........... 4" CEMENT CONCRETE, o ................... COMPACTED SUBGRADE CL 4000 ASPHALT SPEED BUMP 4 4" CRUSHED SURFACING BASE CLEAN EX PAVEMENT ROAD PAVEMENT COURSE COMPACT TO 95% MAX & APPLY TACK COAT DENSITY 1' EQ 1' EQ 1' TOP OF CURB 14" 12" 14" NOTE: " " 1. MINIMUM CONCRETE 3000 P.S.I (5 1 /2 SACK). q GUTTER LINE 1MIN 1MIN TOP OF CURB 2. PLACE TOOL JOINTS @ 5' O.C. TYPICAL UNLESS OTHERWISE NOTED ON ARCHITECTURAL q o GUTTER LINE DRAWINGS. ° 3. IF WALK IS OVER 7' WIDE, PLACE LONGITUDINAL SCORE JOINT. LOCATION OF LONGITUDINAL EX PARKING ° ° D 1" LIP p o SHORELINE WILL BE PROVIDED TO OWNER'S REPRESENTATIVE IN SCORING AND JOINT LAYOUT STALL STRIPE PLAN PRIOR TO CONSTRUCTION. ° D ° D D D O% 4. WHERE REPLACING EXISTING WALK. START NEW WALK AT EXISTING JOINT. MATCH EXISTING SCORING PATTERN & CONCRETE FINISH. ° NTS STREET SLOPE o 8 SECTION A -A STREET SLOPE R-422126 NOT USED NTS IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Q Michael Sippo 01 /27/2023 '' < I - IT S NTS ITS CONCRETE PAVEMENT 5- to - SPEED BUMP 6 CURB TAPER 7 U) WAS SURVEYED: SCALE: DATE: 1932 First Ave of yeti �� VERTICAL: NAVD 83/1 ' CITY 0 LINDBERGH HIGH SCHOOL MODERNIZATION 16 SEPT 2022 LU �� \ G� HORIZONTAL: NAD 1983/1991 Suite 201 0) o �� Z DESIGNED: �+ �-�- FIELDBOOK: Seattle, WA 98101 - 16426128TH AVE SE RENT 0 N PAGE: H p. 206.725.1211 DRAWN: DRAWING N0: s o CIVIL PERMIT RESPONSE 0/26/2 DATUM RENTON WA 98058 � f. 206.973.5344 �o� �F /STERN \��7 PERMIT RE -SUBMITTAL 2/12/2 CHECKED: ONE INCH FSS�ONAL ENG\ AT FULL SCALE Planning/Building/Public Works Dept. PAVING DETAILS C 3.7 E engineering pIIc www.lpdengineering.com .?.��N` N0. REVISION BY DATE APPR C NOTONEINCH APPROVED: SCALE ACCORDINGLY SHEET: 26 OF: 64 u^..l I..L N N O N N (a. SYMBOL NOTE & LANE 11 C/L N N ItSPEED 1 O It 1 Q Uj USE THE DIMENSIONS FOR EACH TYPE BEING PLACED LIMIT SYMBOL & SHOWN OF TRAFFIC ON ROADWAYS OF 40 MPH OR ONE 1 — 3„ ON THIS PLAN ARROW WITH A POSTED LOWER. TYPE (SHOWN MIRROR IMAGE OF 2SL TRAFFIC ARROW AT REDUCED SCALE) 1' _ 4, 1' — 2" SYMBOL TYPE TRAFFIC &LANE 23R (RIGHT) ARROW MARKING AREA 7.73 SQ.FT. MARKING AREA 14.83 SQ.FT. z 00 1' — 4" 1' — 0" SYMMETRICAL ABOUT C/L 0 1 ELLIPSE "A" 1' — 2" 2' — 4" CV O ^ I in I o ELLIPSE "B" cxn _ 0 1 - Q 0o Q co Q O O 1 I z I 1 X Q w Ell S M 9 N M O m J Q I w "� w 00 z'��A o_ F J w 11 O N O I Q MARKING AREA CENTER POIN - 00 a Q 8.03 SQ.FT. OF ELLIPSE _ o �' I I I x - Q w �' N_ 00 O m z GRID IS 4" (IN `V ELLIPSE "B" I N w CV O_ W w Q 4„ MARKING AREA 8" MARKIN R CE TER POINT 0 8" 7.73 SQ.FT. /1'— 12.86 SQ.FT ELLIP ES C 1— 2 6 1-1 G TYPE 1 S ELLIPSE "A" AXIS GRID IS 4" I U) TRAFFIC ARROW 10" — ELLIPSE "B" AXIS N TYPE 3SR (RIGHT) = TYPE 2SL (LEFT) TRAFFIC ARROW TRAFFIC ARROW MIRROR IMAGE OF TYPE 4S 8 TYPE 3SL TRAFFIC ARROW (� SHOWN AT REDUCED SCALE N a a w o_ J J W ry TRAFFIC ARROW 1' - 6" 1' - 2'$ ( ) , AXIS w ELLIPSE "A"�_ 10" — ELLIPSE "B" AXIS m AXIS 10" — ELLIPSE "B" AXIS TYPE 3SL (LEFT) TRAFFIC ARROW ITS NTS NTS z CHANNELIZATION ARROWS 2 NOT USED 3 NOT USED 4 J NTS 8 R-422127 NOT USED IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Michael Sippo 01/27/2023 0_] NTS NTS NTS NOT USED 5 NOT USED6 NOT USED 7 WAS SURVEYED: SCALE: DATE: 1932 First Ave of yeti VERTICAL: NAVD 1988 LINDBERGH HIGH SCHOOL MODERNIZATION 16 SEPT 2022 7 �� \ C� I HORIZONTAL: NAD 1983/1991 Suite 201 ,4 0) o CITY OF �� Z DESIGNED: � �-#- FIELDBOOK: Seattle, WA 98101 - 16426128TH AVE SE RENT 0 N PAGE: p, 206.725.1211 ....��..�,. .. DRAWN: DRAWING N0: 6 0 CIVIL PERMIT RESPONSE 0/26/2 RENTON WA 98058 fmmm. 206.973.5344 �F R� ONE INCH DATU M g�, /STE `� PERMIT RE —SUBMITTAL 2/12/2 CHECKED: Planning/Building/Public Works De t FSSINAL E�p PAVING DETAILS C 3.8 AT FULL SCALE engineering pllc www.lpdengineering.com .?.��N` NO. REVISION BY DATE APPR C NOT APPROVED: SCALE ACCORDINGLY SHEET: 27 OF, 64 1 -8 8 1 -o 00 I I M CV 1' —4" I � I 4 1' — 2" ELLIPSE "A" ELLIPSE "B" 00 = o I p r7 o CV X I m W O_ J J W CENTER POIN OF ELLIPSE GRID IS 4" (IN I `V MARKING AREA 14.83 SQ.FT. 1'-2"TV6" 8" 8- ELLIPSE "A" C0 O O O O 1 N N Q J 00 O O O O 1 L.L Ln 00 O O N A, z O 0 0 Q 0 z Q z O Q N z ry w 0 O 75 0 ry W m z J ------------_ _-EP: 24+95.61 CN SE 168TH ST 1932 First Ave Suite 201 Imm Seattle, WA 98101 e p. 206.725.1211 f. 206.973.5344 engineering pllc www•lpdengineering.com i RFI-328 3/02/2 SURVEYED: SCALE: VERTICAL: NAVE) 1988 RFI-319 3 03 2 HORIZONTAL: NAD 1983/1991 DESIGNED: CCD-041 3/21 /2 CCD-044 3/29/2 DRAWN: PERMIT RE —SUBMITTAL 3/31/2 CHECKED: ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY CITY OF RENTON Planning/Building/Public Works Dept. CO O O O O N Q J 00 M O O O O N N Ln 00 N O O N N u �, Know what's below. Call before you dig. I Dial 811 T-422101 R-422128 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Acarl DEVELOPMENT ENGINEERING ® J Michael Sippo 04/12/2023 Q 75 LINDBERGH HIGH SCHOOL MODERNIZATION 16426128TH AVE SE RENTON, WA 98058 128TH FRONTAGE OVERALL DATE. 16 SEPT 2022 W FIELDBOOK: (— PAGE: DRAWING NO: C4.0 SHEET: 2Q OF:64 U n' N O CO z O 0 Q 0 z Q z O Q N_ z ry L1J n O 75 0 2 0 ry W m z J —s I -. - I / Q I i I LO I / \\ I I I /' � Ljj I /1 /+ --- I I \\ I o o I I I \ \ / \ L� \- / zl / L,- l � lij �CD 11.5' ROW DEDICATION �7\\� 0( -.--0I 1 — I —I—< I _ — _ —= --STA 11 +50.1 M v-l_-- �/ �/ 1'II III 1�,� ) I \` .a �� �/II II / y \SEE BLOWUP ' F»\\\� I \\ l\ I\ \ THIS SHEET FOR \ ~ ° - \ 1 \EXISTING RAMP\ \ � ° � \ DETAILS % /, \ I I I I � , \ - 0 —c-rA 4 - I� PSE EASEMENT A Cfl CON"PAN � � Z PER Zj m m 1 - 10211 O19.0' z 1' z 10 L o o OIEAREST �— ���w — - -J 10 0 5 10 20 w 403.24 I i N Q \- I402.91 --403.16 Scale 1�=107 JI _ LEGEND . 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T-422102 D R-422129IN ial 811 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ' DEVELOPMENT ENGINEERING [Michael Sippo 04/12/2023 RFI-319 3/02/2 SURVEYED: HORIZONTAL: 198 /199, LINDBERGH HIGH SCHOOL MODERNIZATION RFI-319 3 03 2 DEIGNED: 16426128TH AVE SE CCD-041 3/21 /2 CCD-044 3/29/2 °R'W"' RENTON, WA 98058 PERMIT RE -SUBMITTAL 3/31/2 CHECKED: DATUM 128TH AVE SE FRONTAGE REVISION DATE APPR APPROVED: IMPROVEMENT M. SCALE: 00 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY ,� CITY 0 F RENTON Planning/Building/Public Works Dept. OMO O O O N Cfl Ln N O O N N u SCALE: 00 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY ,� CITY 0 F RENTON Planning/Building/Public Works Dept. OMO O O O N Cfl Ln N O O N N u J Q H m DATE: 16 SEPT 2022 LL.I FIELDBOOK: (— PAGE: DRAWING N0: C4.1 E SHEET: 2" OF:64 7 CO z O 0 0 Q 0 z Q z O Q N_ z ry L1J n O 75 0 V ry W m z J 420 UR 410 395 ELECTRICAL \\\O✓ ` / / /� CONCRETE SIDEWALK PER 2.OZ ID o " ELECTRICAL /. / ELECTRICAL EASEMENT STA 13+69.80, 40.0 L �\ / i Q N u / w EASEMENT EASEMENT 407.54 STA 13+92.82, 40.0 L / _ COR STD PLAN 102 P _ P -- P - _ w 1 7' 405.45 , �n \\\ /�/ / 415.93 415.96 - 417.60 -�, P FG 417.68 P �� �1 406.50 \\ / 1 1.5 ROW DEDICATION P / / - / / STA 13+98.48, 34.3' L 415.90 % _ W / 419.00 419.54 - �- 407.89 -- -- - -- -- I -- 415.88 - _ �- - -- - 4 10.48' 1 ,;n diva d1 Goo inn CONCRETE SIDEWALK 2 STA 14+76.11, 18.9' L // ° .Iv ° ° 1 �In a- H PER COR STD PLAN 4. ° ° o o ° o CONNECT TO EX ° a o . cn LJ a a 102 X� SIDEWALK AT NEAREST" 406.42 ;n 41t2/ .O 90 � STA 14+08.84, 19.0 L JOINT 1447 / 417.60 418.91 To 419.46781- �- CONNECT TO EX - / - - 405.37 _ = _ \/ -�d ,� � d o d = d -SIDEWALK AT NEAREST d \\ � _ �, � - - � _ � _�oJOINT �a d d EX 4 04 \ Jd dO dd d d d d d d dT d d d d d d d d M 1 1\\ 1 lIM _ ° EX CO _. 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IF NOT ONE INCH SCALE ACCORDINGLY 03 U I- W W C0 W W 0) I W J U I- Q O z o O N 10 0 5 10 20 Q J Scale 171=10' LEGEND - - PROPERTY LINE -230-- _ EX CONTOUR (INDEX) EX CONTOUR 00 - 230_ - PROPOSED CONTOUR(INDEX)M O 231 PROPOSED CONTOUR O O SPOT ELEVATION O i FF 78.0 FINISHED FLOOR ELEVATION N EX BUILDING PROPOSED BUILDING a CONCRETE PAVEMENT ■ ASPHALT (AC) PAVEMENT HEAVY DUTY ASPHALT PAVEM GRIND AND OVERLAY SITE WALL Cfl Ln VERTICAL CURB 00 O N N U Know what's below. Call before you dig. I Dial 811 T-422103 R-422130 IN COMPLIANCE WITH CITY OF RENTON STANDARDS IDEVELOPMENT ENGINEERING ` J I Michael Sippo 04/12/2023 ' 00 'Z) V J DATE. LINDBERGH HIGH SCHOOL MODERNIZATION 16 SEPT 2022 ILIJ 0� 16426128THAVE SE FFIELDBOOK: PAGE: RENTON, WA 98058 DRAWING NO: 128TH AVE SE FRONTAGE C 4.2 E IMPROVEMENT SHEET:30 oF:64 0_ T N T O CO z O 0 Q 0 z Q z O Q N z lry w n O 75 0 0 lry w m z J z \ \ ELECTRICAL \ — — — — EASEMENT OLO \--_ — \o �11.5' RO W u Iz z rl r/I-rnl/'AI 1 Inl ITIAIll nrn STA 17+75.26, 28.9' R RAMP TYPE PARALLEL A \ PER WSDOT STD PLAN F-40.12-03. SEE SHEET C4.6 FOR RAMP GRADING DETAIL m REPLACE CURB AND GUTTER PER COR T STD PLAN 103 T' 1 w I\ V ) 426.04 ' 426 496 99 - P i 1� I� IW 1= ICf) Iw C0 Ii IZ I . .1 CO O z o O i N 10 0 5 10 20 J Scale 1w=10' LEGEND PROPERTY LINE —230--- _ EX CONTOUR (INDEX) EX CONTOUR 00 230 — — — PROPOSED CONTOUR (INDEX) M O 231 PROPOSED CONTOUR O O SPOT ELEVATION O i N FF 78.0 FINISHED FLOOR ELEVATION IN EX BUILDING PROPOSED BUILDING a. CONCRETE PAVEMENT ASPHALT (AC) PAVEMENT �. HEAVY DUTY ASPHALT PAVEMI GRIND AND OVERLAY SITE WALL Cfl Ln VERTICAL CURB 00 N O O N U [DEVELOPMENT ENGINEERING% J PROFILE Michael Sippo 04/12/2023 '' Q - H: 1 = 10 ~ N O eN+ M N W Z) J. p of WASIy� �� RFI-328 3 02 2 SURVEYED: SCALE: DATE 1932 First Ave ti �, RF - 8 / / VERTICAL: AD 11981 CITY OF LINDBERGH HIGH SCHOOL MODERNIZATION 16 SEPT 2022 �,'G HORIZONTAL: NAD 1983/1991 Suite 201 .4 Z- o 70 RF - 19 RFI-319 3 03 2 DESIGNED: •� Seattle, WA 98101 `� ' z ` 16426128TH AVE SE FIELDBOOK: C- 41 CCD-041 3/21/2 R E N TO N PAGE: DRAWN: . RENTON, WA 98058 DRAWING NO: p, 206.725.1211 �o �� C — 44 CCD-044 3/29/2 ONE INCH DATU M N f. 206.973.5344 c/S AT FULL SCALE Planning/Building/Public Works De t �`� �j PERMIT RE —SUBMITTAL 3/31/2 CHECKED: wmmmp 128TH AVE SE FRONTAGE C 4.3 a NAL E��'\ ' �2 Z engineering pIIc www•Ipdengineering.com N0. REVISION BY DATE APPR C NOTONEINCH w APPROVED: SCALE ACCORDINGLY IMPROVEMENT SHEET: 31 OF: G4 ^ U- V P►� CO z O 0 0 Q 0 z Q z O Q N z ry W n O 75 0 -17 ry W m z J ' \zz�- - - 429.55 , i CIO U� to 0 1 cn m I I w Co > P a_ 1 � c \ El ' - N ' RAMP TYPE SINGLE DIRECTION I ASPHALT HMA CI-1/2 A PER WSDOT STD PLAN ----------------------------- PG 64-22 _ F-40.16-03 AND F-45.10-03 SEE BLOWUP "I" THIS SHEET - VERTICAL CURB 4 \ FOR RAMP DETAILS - - - - - - - - - -- _ d d d \ • • - - - ---- + --- --- 1 - -- �U .. \ Q v \ v M! oo yl�bM]aIS l��J�I�J� p \ 2NEEN.\ r7 \ a NUO0000000 d d a 1= \ a \--a ---- Q a� / j� / \ IX{tG429. \— a/— a/ .0 / IW �'v EX 428. :77v v w��•��•0"m v / / �m -00 \ J +I V A 1��\ U �19+00 j / \ / 20+Q\O S S s S - ?` s s + STA 18+41.35, 18.6' L \ CENTERLINE \ \ \ 1 I1 � CONNECT TO EX \ OF ROADWAY � N SIDEWALK AT NEAREST 128TH AVENUE SE o I 2" GRIND AND OVERLAY PER \ I JOINT COR STDS (TYP) OVERLAY \ \ I \ SHALL BE 2" HMA CL 1 /2 \ I \\ M M. M —AA. M. M M v Md_M' a M M d M M /� M M M. � �\ T T AS IIII &WE 10 W"' mom GAS — Sv0 i 1932 First Ave Suite 201 Seattle, WA 98101 e a p, 206.725.1211 f. 206.973.5344 61 z engineering pllc www.lpdengineering.comw Sv0 S " S G SV0 _ _SVG --1 d d dl d 1 d 1 PROFILE H: 1" = 10' V: 1 " = 5' 1 Sv0 svo L 1 1 - SVO d = T z Q0 O O 10 0 5 10 20 C) N ff f LEGEND Scale 1 =10 J - - PROPERTY LINE / �2,30—� EX CONTOUR (INDEX) " EX CONTOUR 230— _ PROPOSED CONTOUR (INDEX) 231— _ PROPOSED CONTOUR SPOT ELEVATION FF 78.0 FINISHED FLOOR ELEVATION EX BUILDING PROPOSED BUILDING Q CONCRETE PAVEMENT ASPHALT (AC) PAVEMENT HEAVY DUTY ASPHALT PAVEMI GRIND AND OVERLAY SITE WALL VERTICAL CURB 11.0' 5.0' 5.0' 5.0' a 2.38% °o o ° 1.79% 7.71 %,-- EX 1.15% d d 0000 C:> o0 0 0 �. p ^ 00 0 LC� • O O U-5 � JOO 0000 / �� X X W 000� 5.0' . 5.1' \' 5.0' 1.96% 7.32% EX 1.59% a a ETC 429.1, SUNNI'a 4 .38 TD A,,O 3S2 ......�� DEVELOPMENT ENGINEERING Michael Sippo 04/12/2023 �l /YL ZV..L0 j RAMP BLOWUP I RFI-319 3/02/2 SURVEYED: HORIZONTAL: 198 /199, LINDBERGH HIGH SCHOOL MODERNIZATION RFI-319 3 03 2 DEIGNED: 16426128TH AVE SE CCD-041 3/21 /2 CCD-044 3/29/2 °R'W"' RENTON, WA 98058 PERMIT RE -SUBMITTAL 3/31/2 CHECKED: DATUM 128TH AVE SE FRONTAGE REVISION DATE APPR APPROVED: IMPROVEMENT SCALE: 00 CD ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY 0 F RENTON Planning/Building/Public Works Dept. OMO O 1 N Ln N O N LJ SCALE: 00 CD ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY 0 F RENTON Planning/Building/Public Works Dept. OMO O 1 N Ln N O N LJ Q H m DATE: 16 SEPT 2022 W FIELDBOOK: (— PAGE: DRAWING N0: C4.4 � W SHEET: 32 oF:64 10- N r O w z w N i 0 w CO z O 0 0 z Q z O Q N z ry w n O 75 0 r= V ry w m 0 z_ J m 425 420 415 w \�0000� \�oo� � co Q Q 0)oo � . o, o z \ TC 434.81 a_ o \ \ TP 434.31Ljj > a- O Q QQ0cfl \ \ _ w \ m� wU Z O > �ww �4 \ ww �z 11.5 ROW DEDICATION TC 434.15 d - = z I N TP 433.65 / RAMP TYPE SINGLE o c Q VERTICAL CURB /,, O D 10 0 5 10 20 -- -- -- -- 4 -- -- --�T - -- 4, DIRECTION A PER WSDOT � P_n - I I I D -IN STD PLAN F-40.16-03 -' j J ASPHALT HMA CL1 /2 / c \ AND F-45.10-03 SEE - ------------- -----------------------------------------RAMP TYPE SINGLE DIRECTION __ _ PG 64-22 — _pp RAMP "- ' -------------- � \ • SHEET C4 6 FOR _�, Scale 1 -10 - - - - - - - - - ------A - ------------- ------ / \ TP 433.31 �� PER WSDOT STD PLAN \ GRADING DETAIL VERTICAL CURB - - - - - - - _ F-40.16-03 AND F 45.10 03 d 433 - � - - - - - - - - - - - - - SEE BLOWUP "J" THIS SHEET �r- - - - - ME IC 432.20 %' \ IC 434.50 \ TC TP 433 10 ( 1 - - - - - FOR EXISTING RAMP DETAILS - - - ME TP 431.70 - - \ TP 433.50 TC 433.26 � _ LEGEND _ TP 432.76 Q ��-----_-- \ - 433.10 — — 431.78 _ - - - - PROPERTY LINE ---- - _ _ _ --- ----- 4 , o ° -\26, ,� ` I o 00 - - EX CONTOUR (INDEX) o lo W �' . . . . . . d d d ° oboolo o.. ° E 33.03 EX 431.73 $ \ I \\\\�����\ o 00° EX CONTOUR -/Al ----- \ - - - 00 ��� '� �9 �J — CAI a a \ a a s Q- a a \ a 0 a Nh Q _ 230_ _ PROPOSED CONTOUR(INDEX)CY) CAI / �� \ �% • • % % ,� \ / • • • CD/ 231 PROPOSED CONTOUR 00 O Z / \ j \ ao \ ' % / \ / l� CURB AND GUTTER PER 432.44 SPOT ELEVATION N +i \ \ \ �/ j COR STD PLAN 101 TC 433.00 / FF 78.0 FINISHED FLOOR ELEVATION N = \ \ \ / / \�VHdSV AND 103 TP 432.50 / \ \ J /� EX BUILDING \ 22 j00 / Q / \ \ \ \ 0% / \ PROPOSED BUILDING � s s � s s _ s s s s s �- ., s '/// ro ro CONCRETE PAVEMENT CENTERLINE -)ASPHALT (AC) PAVEMENT I OF ROADWAY � o � � 2" GRIND AND OVERLAY PER HEAVY DUTY ASPHALT PAVEMENT 128TH AVENUE SE COR STDS (TYP) OVERLAY STA 22+36.42, 18.6' L SHALL BE 2" HMA CL 1 /2 ��D �� CONNECT TO EX GRIND AND OVERLAY SIDEWALK AT NEAREST SITE WALL Cfl JOINT - - �+m M M. - o. �. ... P M M M M �n -a VERTICAL CURB �. �. d d v v J. d d a d N v P . . .. .. O - - - STA 22+45.50, 0.0 2 N _ sd� S sd� sd� sd� BEGIN 2 GRIND AND N see sdO � sd� sd� d� sv� sd� _ OVERLAYS' sd sd� U --��_ — -7-- d- / 1 1 1 1—d—d— d—d— did d —d —d d d— d— d 1 d ldd 1—d—d -- -- 75 00 D 1932 First Ave of WASyi RF- 8 RFI-328 3/02/2 SURVEYED: SCALE: DnTE: w .�, HORIZONTAL: NAVD ,sae 16 SEPT 2022 Suite 201 _ ` cz HORIZONTAL: NAD ,saa/,ss, CITY O F LINDBERGH HIGH SCHOOL MODERNIZATION FIELDBOOK: Seattle, WA 98101 co =� RF - 19 RFI-319 3 03 2 DEIGNED: 16426128TH AVE SE C- 41 CCD-041 3/21/2 R E N TO N PAGE: DRAWN: . RENTON, WA 98058 DRAWING NO: p, 206.725.1211 �o �� C - 44 CCD-044 3/29/2 ONE INCH DATU M f. 206.973.5344 c AT FULL SCALE Planning/Building/Public Works De t �el �s G��`� Z�j PERMIT RE —SUBMITTAL 3/31/2 CHECKED: Dept. 128TH AVE SE FRONTAGE C4.5 E engineering pIIc pdengineering.com NAL EN 'SD N0. REVISION BY DATE APPR IF NOT ONE INCH WWW•i APPROVED: SCALE ACCORDINGLY IMPROVEMENT SHEET: 33 OF: 64 ^� I..L r N N O 0 W I— z O I- 0 0 z Q z O Q N_ z ry W 0 O 75 0 2 C� ry w m z J mCL w Q z w 420 420 SECTION A -A VERT SCALE: 1 " = 5' HORIZ SCALE: 1 " = 10' EX CURB RAMP DETAIL B SCALE: 1 " = 5' 440 440 SECTION B-B VERT SCALE: 1 " = 5' HORIZ SCALE: 1 " = 10' 7 5.0, 1.80% 426.9 426.99 - O N O N 2.98%�(-\V \'ri`fl ri°O J 5.0'- 1.60% � 426.90— — — 426.82A — t/P rn1P P P PPPP PPP \PP P— 5.0' \\ -_--------- 1.90%. 42 .0 425.90 CD o CD 000000000�� O 00 00000000 00 00000000 5A' a 4.00% a (I CURB RAMP DETAIL C SCALE: 1 " = 5' J. P 1932 First Ave oF W Asti%,4F— Suite 201 �z'� mmm Seattle, WA 98101p. 206.725.12110 C —q f.206.973.5344 c/S �' � 3 engineering pIIc www•Ipdengineering.com FF�I�NAL RFI-328 RFI-319 CCD-041 CCD-044 PERMIT RE —SUBMITTAL C7%V1[.yIs] ► iQ \J 17.60 417.52 — P P - - P P P — P P P WP d — d d d d d — d - 1 t\ 417.60 \ � P P\\ P TUE �17.03— P 1 \ d d d o- d d\ - d d \d 1 METC / 416.58 � METP 41.58 Marc' MEfP 416.78 Marc ME CURB RAMP DETAIL A SCALE: 1 " = 5' P P M M F 1�6 M -P Ln o � T 425.15 � �O• � i � fig% G G G 000o S" cph I o ° 425.05 T000� �2g' �� TC �A1) V.7 — P P °O°° T -TP 425.17 TC 425.62 TP 425.12 Cb METC METP 424.� CURB RAMP DETAIL D 3/02/2 SURVEYED: 3 03 2 DESIGNED: 3/21/2 3/29/2 DRAWN: D3/31/22 CHECKED: BY DATE AP P R APPROVED: SCALE: 1 " = 5' SCALE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY OF RENTON ONE INCH DATU M AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY .�vi \LL. I - v T-422107 R-422134 IN COMPLIANCE WITH CITY OF RENTON STANDARDS O T_ 0 CD I N N Q J 00 M O 0 0 0 N N cfl 00 0 0 N N A, u DEVELOPMENT ENGINEERING J Michael Sippo 04/12/2023 '' Q H H LINDBERGH HIGH SCHOOL MODERNIZATION 16426128TH AVE SE RENTON, WA 98058 128TH AVE SE FRONTAGE SECTIONS 75 00 Z) DATE. 16 SEPT 2022 W FIELDBOOK: (— PAGE: DRAWING NO: C4.6 W SHEET: Z4 OF: 64 J n 04 O CN M 00 i N N N i rn .N d i 0 0 0 o. N [ [� �+ O FACE OF CURB _ 6" _ CEMENT CONCRETE _ 12"R. 1" R. SIDEWALK RAMP -612"_ VARIES OR LANDING FROM 1 512" 1" I E RAISED EDGE DETAIL 6 SIDEWALK LEVEL 11r EXTEND SIDEWALK TRANSVERSE 1'-a 1'-a 318•(IN) PREMOLDED JOINT FILLER 1r2'(IN)R JOINTS TO INCLUDE RAISED EDGE 70% TYPICAL WHERE APPLICABLE ROD DING 1_ - 1 1R' (IN) R (TYP.) E FOR CURB AN 101S ►••, 1sx "BAND -IT BRACKET" NOTES OR APPROVED EQUAL 1. DIMENSIONS FOR THE PARTS USED TO ASSEMBLE THE BASE _ - _ 6"T00 i - - �sEEsrOILAN101 ' :+•r•,-,; STING ROADWAY CONNECTIONS ARE INTENTIONALLY NOT SHOWN. BASE N 2"R. 1" R. t44 6" • L 1 TOP OF 1 .• S•--' i T?^� rPN)R ;+•,+; y1EE`, v '?• CRUSHED !.:. � SEE RAISED EDGE ' 1' � CONNECTIONS ARE PATENTED, MANUFACTURED PRODUCTS THAT ARE IN COMPLIANCE WITH NCHRP 350 CRASH TEST 0 io 1!2"R, ROADWAY 3/8"PREMOLDED JOINT FILLER N CEMENT CONCRETE r•a SIDEWALK DETAIL -THIS SHE LTYPICALUNDER CRUSHEDSURFACING TOP COURSE (CSTC) SIDEWALK OMPACT TO 95% MODIFIED PROCTOR ALL CUT MIN, SLOPES (UNLESS REQUIRE TYPICAL UN WANED BY s O CD C UALL NDERRB, WITH RAISED EDGE GUTTER 17oN>R.ITYPJ GUTTER&SIDEWALKCSTCUNOER & SIDEWALK 3•' CRITERIA. THE BASE CONNECTION DETAILS ARE SHOWN ON THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARE ASSEMBLED. 0 ^' ` V 1 PEDESTRIAN CURB 2.0 6 1 FOR CURB DETAILS CURB & GUTTER TO BE 8- THICKNESS OR I{ 1.5% MATCH EXISTING ROADWAY CRUSHED ROCK 2. A 2" (IN) POST WITH A 2 1�4" (IN) PSST ANCHOR OR A 2 < V Q T AT SIDEWALK RAMPS AND LANDINGS �ys�r- SEE STD PLAN 101 1 '� . , •+ . , •, , BASE, WHICHEVER IS GREATER (TYP. FOR aF 't ALL CURB &GUTTER) 1/4' (IN) POST WITH A Z 1 2" IN PSST ANCHOR MAY BE / ( ) W T - 1' 6' w. • 1 FINISHED GRADE 1-(IN) BELOW SUBSTITUTED. SEE CONTRACT PLANS. 3 FACE OF ADJACENT CURB CEMENT CONCRETE - TOP OF CONCRETE SURFACE r-a SIDEWALK ADJACENT TO CURB MIN 3. PERFORATED SQUARE STEEL POST SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 9-06. 61n" _ TRAFFIC CURB AND GUTTER r SEE DEPRESSED CURB DETAIL THIS SHEET 1•-a 1•-a Rou DING IIT(IN)R-(TYP.) FOR CURBDE101 1v 1.5% SEE BTO PLAN 101 4. USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED HARDWARE THAT MEETS THE REQUIREMENTS OF WSDOT FACE OF ADJACENT CURB 1:24 TOP OF ••• STANDARD SPECIFICATIONS 9-06 AND 9-28. ' ^ 6112" ROADWAY - -- FLUSH WITH GUTTER 1 11l 1R. T 9RIDGE OR PEDESTRIAN CSn' RAILING -1-1v1�pt� Vt. ]• J Z 0 PAN AT SIDEWALK 2- RAMP ENTRANCE 1 1:12 1:24 L TOP OF FORcuReDErals ADJACENT TO CURB BARRIER -SEE SIDEWALK SEE STD PLAN 101 (STEEP FILL SLOPES) CONTRACTPLANS I ALL tr2-(IN)R.(TYP.) SIDEWALK MOUNTING ON EXISTING METAL POLE OR LUMINAIRE EDGE OF TRAVELED �� ROADWAY 5-1/2' 1 " R CONCRETE 12• R. ROADWAY T FLUSH I 15% _ 30'-ten so PAVEMENT FLUSH Q 1 DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. VERTICAL WALL- 'W .,_ /• - . - ,��, t�.},.: • _ +.. SEE DEraL• 319' (IN) PREMOLDED 4" MIN. T p ° i7 Q T FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 JOINT F1LLF1i DGE OF p o n D 1'- 6" ADJACENT TO CURB AND RAILING OR WALL is. (IN) PREMOLDED - -- FOR REFLECTORIZED SIGNS: MOUNT ° (/) X o p o LLJ Q _ JOINT FILLER FACING Y(degree) OUTWARD IF SIGN SLOPE 00 Q DEPRESSED CURB SECTION FACE OF CURB FORTME SIDE BUFFER STRIP-LN TR�EETMTA R SIDEWALK SIDEWALK ADJACENT TO WALL DETAIL 5/16"_ IS WITHIN 30 FEET OF ROADWAY GALVANIZED BOLT WITH p ° VARIES M `' J Z AT SIDEWALK RAMPS 6 t2" - 1" R. (SEE NOTE 1D) SD�wo s 1n'pN)R. 1 a 1.5% (TYP) FOR CURB DETAILS 1_5%MIN. SEE STD PLAN 101 / GALVANIZED WASHERS. SIGN FACE ORIENTATION » p #4 @ 1 2 Q O.C. -PD /\/ //\\//\\//\\//\\ 0 O O 3f6• 1 �. \ GROOMED FINISH • ORMATCH EXISTING 'r ' METAL POST Z O • • D 0 Z O FACE OF ADJACENT CURB 1 TOP OF O ROADWAY P • • GUTTER SURFACE f e1Q •• �•• Qf 4' WIDE, SMOOTH / S G TROWEL PERIMETER FINISHED GRADE V (IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING -FWSH IF PAVED QI / \ O Or o T P F N H ~4 • ' W UAR 90 SIGN POST i • • • j LOWER SoUAR �� ° ° p ' // // // Z_ #4 COOT. TOP /� Q N • q ••• _ " • PREMOLDED JOINT FILLER r ig'•g• CEMENT CONCRETE CURB (CURB AND GUTTER SHOWN) ADJACENT TO BUFFER STRIP / SEE STO PLAN Alt © / \ o w - I O FINISHED ^ m ' vT o I a L NE z 5/16" (IN) CORNER BOLT e AND BOTTOM ff D_ C'V W/3 COVER ° (TYP) o° ° p 1"R. LOWER SIGN O POST SUPPORT Oh 3/B (IN) FLANGED Z NN E FULL -DEPTH EXPANSION JOINT 1"R 5•g• i va' To 1r4' ! \ . NOTES � SHOULDER BOLT WITH NUT AND WASHERS 2 REQUIRED (TYP.) o L.L W CEMENT CONCRETE TRAFFIC CURB •� 1. Four feet of the sidewalk width shali /� CONTRACTIONJOINr •+ t , be the minimum pedestrian IN SIDEWALK ONLY ►i el •• aouess)ble route tPAH; free of vertkal / ► • o . rn �z ` BOLT STOP w f 5g'; FOR -SIGN POST 1.0' Q-`-. and horizontal obstructions. Gratings, • " .' ? '• Cables Covers, Boxes, FULL -DEPTH EXPANSION JOINT IN BOTH > TYPE STA SIGN SUPPORT DEPRESSED CURB DETAIL P ll Boxes CURB AND SIDEWALK (SEE STD PLAN 101.1) Cable Vaults, Pull Boxes and other ,Sy O C AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS. AND ALLEYS appurtenances within the sidewalk �e� 38 C CONTRACTION JOINT must be flush with surface, and match grade of the sidewalk. JOINT AND FINISH iLA LOWER SIGN POST SUPPORT - 2.25" c DETAIL -�.... (IN), 7-GAGE, HOT -DIP GALV., �^ Curb and r • 2. SidewMonolalk Is nCementpermitted In Sidewalk Is not permitted in new For oilier referenced NOTES see i'M .9" HEAVY-DUTYANCHOR VIA v J V J GENERAL NOTES: construction. When replacement work STD PLAN 104,2. ' COMMERCIAL CONCRETE 2 1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing. necessitates a Monolithic Cement Concrete Curb build per WSDOT PREMOLDE ' ^ `l! 2. Expansion joint shall 6e full depth, 3/B" {in.) premDlded joint tiller. 1 P ) Standard Plan F-30.I0-03. Paved surfaces must comply With JOINT FILLER MOUNTING ON METAL POST ' ^ `l J 3. For Depressed Monolithic Driveway Curb & Gutter Sedan, see Standard Plan 104.2 STD PLAN 102.1 as applicable. E FULL -DEPTH 3. Concrete to be 4,000 PSI. MM v EXPANSION JOINT W CV n/ LL- PUBLIC WORKS DEPARTMENT CONCRETE CURBS STD, PLAN - 101 • PUBLIC WORKS DEPARTMENT CEMENT CONCRETE STD. PLAN - 102 � PUBLIC WORKS • • SIGN MOUNTING ON SINGLE METAL POST' STD. PLAN- 129 0 0 0 �, I " I;i APPROVED: /� W I(DCEMENT / a SIDEWALK r �' _;w l I(L" DEPARTMENT (ADOPTED) G� 2� /V IN W I I DATE ^' Q NTS NTS NTS NTS (� _ COR STD PLAN 101 - CEMENT CONCRETE CURBS COR STD PLAN 102 - CEMENT CONCRETE SIDEWALK 2 COR STD PLAN 129 - SIGN MOUNTING 3 VERTICAL CURB WALL J ALL PAVEMENT MARKINGS SHALL CONFORM TO THE FOLLOWING WSDOT STD. PLANS, EXCEPT CROSSWALK MARKINGS AND STOP BARS SHALL BE PER CITY OF RENTON STD. PLANS 127 AND 128. WSDOT STD. PLANS NOT INCLUDED BELOW SHALL REQUIRE APPROVAL FROM CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. M-3.10-04 LEFT TURN CHANNELIZATION M-3.20-03 LEFT -TURN CHANNELIZATION REDUCED TAPERS 5-1/2" M-3.30-04 LEFT -TURN CHANNELIZATION TEE INTERSECTION AND BACK-TO-BACK TURN LANES M-3.40-04 TWO-WAY LEFT -TURN AND MEDIAN CHANNELIZATION EXISTING ASPHALT. 20 MIN' NEW CURB M-3.50-03 DOUBLE LEFT TURN CHANNELIZATION PAVEMENT "- & GUTTER (SEE NOTE 2) M-5.10-03 RIGHT TURN CHANNELIZATION M-9.50-02 BICYCLE LANE SYMBOL LAYOUT CURB LANE LANE LANE CURB LANE SLOPE VARIES M-9.60-00 SHARED - USE PATH MARKINGS 1 » R M-11.10-03 RAILROAD CROSSING LAYOUT CENTER CENTER SAWCUT M-12.10-02 ROUNDABOUT PAVEMENT MARKINGS IN IN 6" EXCEPT WHERE (SEE NOTE 2) M-20.10-03 LONGITUDINAL MARKING PATTERNS LANE LANE --- OTHERWISE NOTED M-20.20-02 PROFILED AND EMBOSSED PLASTIC LINES M-24.20-02 SYMBOL MARKINGS - TRAFFIC ARROWS FOR HIGH-SPEED ROADWAYS SURFACING PER • M-24.40-02 SYMBOL MARKINGS - TRAFFIC ARROWS FOR LOW -SPEED ROADWAYS PLAN ° ' a M-24.60-04 SYMBOL MARKINGS MISCELLANEOUS o 10, • < • LONGITUDINAL PAVEMENT MARKINGS SHALL CONSIST OF PROFILED AND EMBOSSED METHYL METHACRYLATE D ° ' • . (MMA), OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. o, p I PAVEMENT LETTERS, AND RED/GREEN PAVEMENT BACKGROUNDS SHALL CONSIST OF METHYL METHACRYLATE (MMA), OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. 6°MIN.(TYP.) J24" I 8"(TYP.)-STRIPE -►h"(TYID.) II` -OPEN/A p ° p p PAVEMENT SYMBOLS, CROSSWALK MARKINGS, AND STOP BARS SHALL CONSIST OF THERMOPLASTIC, OR UNLESS LANE (TYP.) LANE -�+-r-8 "(TYP.)-STRIPE o o OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. THERMOPLASTIC SHALL CONTAIN 3M 50/50 WET/DRY ELEMENTS, OR APPROVED EQUAL. IF INSTALLED ON CONCRETE, PAVEMENT SYMBOLS, CONCRETE LINE GUTTER LINE %\ ARTERIAL STREET MINIMUM CROSSWALK MARKINGS, AND STOP BARS SHALL BE 3M STAMARK ALL WEATHER TAPE 380AW SERIES, OR I 0 0 0 0 0 rCss 6) APPROVED EQUAL. 2 - #4 CONT. ��\\ J (SEE NOTE1) OVER 6" CRUSHED ROCK LONGITUDINAL PAVEMENT MARKINGS CONSISTING OF PAINT SHALL BE USED FOR MAINTENANCE PURPOSES, OR TIRE TIRE TIRE TIRE CAST -IN -PLACE CONCRETE UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. TRACKS TRACKS TRACKS' TRACKS LONGITUDINAL PAVEMENT MARKINGS CONSISTING OF RAISED PAVEMENT MARKERS SHALL REQUIRE APPROVAL 4" MIN CRUSHED SURFACING 7-3/4" RESIDENTIAL STREET MINIMUM FROM CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. IF APPROVED, LONGITUDINAL LANE MARKINGS SHALL BASE COURSE 4" HMA (Or ACP CIDss 8) FOLLOW WSDOT STD. PLAN M-20.50-02 LONGITUDINAL MARKING SUBSTITUTION W/RAISED PAVEMENT MARKERS. (SEE NOTE 1), OVER * TYPICAL 4--LANE ROADWAY CONFIGURATION 6" CRUSHED ROCK PAVEMENT SURFACE AND AIR TEMPERATURE AT THE TIME OF PAVEMENT MARKING APPLICATION SHALL NOT BE LESS THAN 50' F. M NOTE: FOR ROADWAYS WITH MORE OR LESS LANES, THE SAME CONFIGURATION APPLIES. KEEPING THE THERMOPLASTIC/PAINTED BARS CENTERED ON THE LANE LINES AND IN THE CENTER OF TRAVELLED PORTION OF THE LANE TO MINIMIZE THE WEAR ON THE THERMOPLASTIC/PAINT. NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF DAMAGED PAVEMENT. T NTS -422108 8 1 VERTICAL CURB 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT R-422135 PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Aoftk� PUBLIC WORKS CURB AND GUTTER STD. PLAN - 103 �\ c Y o ��+ PUBLIC WORKS PAVEMENT MARKING NOTES - 109 tiz o UO� PUBLIC WORKS __®® + jf� ' THERMOPLASTIC/PAINTED STD. PLAN - 127 's + Michael Sippo 04/12/2023 Q PPRO D: p OV ROVE DEPARTMENT REPLACEMENT DETAIL Z DEPARTMENT' FN1� MIAr In aStUCil�l/5/2020 DEPARTMENT ��NT� CROSSWALK 9 � � Aif D TE 888131FD98B449D... DATE 5 6 7 NTS NTS NTS COR STD PLAN 103 - CURB AND GUTTER REPLACEMENT COR STD PLAN 109 - PAVEMENT MARKING NOTES COR STD PLAN 127 - THERMOPLASTIC CROSSWALK 1932 First Ave of INASy/ Grp �� �� Suite 201 4 � o� � Z RF- 8 RFI-328 3/02/2 SURVEYED: SCALE: HORIZONTAL: o : NAD ;98 %1991 C � I-)- CITY O LINDBERGH HIGH SCHOOL MODERNIZATION 16426128TH AVE SE DATE: 16 SEPT 2022 w RFI-319 3 03 2 DESIGNED: FIELDBOOK: Seattle, WA 98101 _ 41 CCD-041 3/21 /2 RENTON H p, 206.725.1211 0 RENTON WA 98058 PAGEI CCD-044 3/29/2 DRAWN: ONE INCH DRAWING N0: f. 206.973.5344 c �Fs IS �G\��� 23 SIGNAL DATUM Planning/Building/Public Works De t Dept. t 128TH AVE SE FRONTAGE DETAILS C4.7 PERMIT RE -SUBMITTAL 3/31/2 CHECKED: Al FULL SCALE EN '� WWW•I � engineering pile pdengineering.com NO. 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'-4 18 12, 9" Ali • '14\ �,// /. , , , I fl Bate r , 09 00 \ f �/\ 14" 4" 21 18" O `�� \ -4 2 i i -7 / FLAG DP-4 7 DATA POINT �// 0 q 1-2„ , .\ / \ f / \/ 20 -6/ FLAG DP-2 j� R� - / �1 / / 20 1 I �i � r /I - ' � � I 3 - 1 I I I I o IIII 1 , 1" 11 I I 10 0 x5) i N TREE INVENTORY PLAN L o, 1 SURVEYED: SCALE: VERTICAL: NAVD 1988 c tt 60t HORIZONTAL: NAD 1983/1991 CITY 0 F DESIGNED: VS riRENTON DRAWN: (;R CJ D ONE INCH DATU M 0 30 60 120 240 FT 7 PERMIT RE -SUBMITTAL 2/12/2 CHECKED: US AT FULL SCALE Planning/Building/Public Works Dept. g IF NOT ONE INCH SCALE ACCORDINGLY w N0. REVISION BY DATE APPR APPROVED: J L, NOTES: 1. REFERENCE CIVIL SHEETS FOR EXTENT/LOCATION OF TREE PROTECTION FENCING. REFER TO TREE PROTECTION DETAIL ON THIS SHEET FOR TREE PROTECTION REQUIREMENTS. 2. TREE RETENTION WORKSHEET BELOW HAS BEEN PREPARED TO CAPTURE ONLY THOSE TREES > THAN 6" DIAMETER WITHIN THE PROJECT LIMIT OF WORK. 3. ALL TREES THROUGHOUT THE PROPERTY ARE TO REMAIN UNLESS NOTED TO BE REMOVED. IF CONSTRUCTION LIMITS OF WORK EXTEND BEYOND THE LIMIT OF WORK DEPICTED IN THIS DRAWING SET, CONTRACTOR IS RESPONSIBLE FOR INSTALLING TREE PROTECTION FENCE FOR ANY TREES WITHIN OR ADJACENT TO WORK AREA. R-422136 IN COMPLIANCE WITH CITY OF RENTON STANDARDS O O O CN Q J 00 O O N L 00 N DEVELOPMENT ENGINEERING J Michael Sippo 01/27/2023 Q LINDBERGH HIGH SCHOOL MODERNIZATION 16426128TH AVE SE RENTON, WA 98058 TREE INVENTORY PLAN 2 V J DATE: 16 SEPT 2022 W FIELDBOOK: PAGE: DRAWING NO: T1.00 cj� W SHEET: OF: 36 64 0- AeccDbFace(AeccLand130) N N O 0 W I-_ CO Z O r) Q Z Q Z O Q N_ Z ry W n O 75 U) 2 2 (D ry W m r) Z_ J I1[0>A Print Form Reset Form Save Form DEPARTMENT OF COMMUNITY i CITY OF AND ECONOMIC DEVELOPMENT Renton 0 TREE RETENTION WORKSHEET Planning Division 1055 South Grady Way -Renton, WA 98057 Phone: 425-430-7200 1 www.rentonwa.gov 1. Total number of trees over 6" diameter', or alder or cottonwood trees at least 8" in diameter on project site 53 trees 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dangerous2 trees Trees in proposed public streets trees Trees in proposed private access easements/tracts trees Trees in critical areas3 and buffers trees Total number of excluded trees: 0 trees 3. Subtract line 2 from line 1: 53 trees 4. Next, to determine the number of trees that must be retained4, multiply line 3 by: 0.3 in zones RC, R-1, R-4, R-6 or R-8 0.2 in all other residential zones 0.1 in all commercial and industrial zones 16 trees 5. List the number of 6" in diameter, or alder or cottonwood trees over 8" in diameter that you are proposing5 to retain4: 52 trees 6. Subtract line 5 from line 4 for trees to be replaced: (if line 6 is zero or less, stop here. No replacement trees are required) (36) trees 7. Multiply line 6 by 12" for number of required replacement inches: (433) inches 8. Proposed size of trees to meet additional planting requirement: (Minimum 2" caliper trees required for replacement, otherwise enter 0) inches per tree 9. Divide line 7 by line 8 for number of replacement trees6: (If remainder is .5 or greater, round up to the next whole number) trees 1 Measured at 4.5' above grade. Z A tree certified, in a written report, as dead, terminally diseased, damaged, or otherwise dangerous to persons or property by a licensed landscape architect, or certified arborist, and approved by the City. 3 Critical areas, such as wetlands, streams, floodplains and protected slopes, are defined in RMC 4-3-050. 4 Count only those trees to be retained outside of critical areas and buffers. 5 The City may require modification of the tree retention plan to ensure retention of the maximum number of trees per RMC 4-4-1301-17a. 6 When the required number of protected trees cannot be retained, replacement trees, with at least a two-inch (2") caliper or an evergreen at least six feet (6) tall, shall be planted. See RMC 4-4-130.H.1.e.(ii) for prohibited types of replacement trees. 1 H:\CED\Data\Forms-Templates\Self-Help Handouts\Planning\Tree Retention Worksheet.docx 08/2015 Tree Retention Worksheet reflects trees within the project's designated Limit of Work PERMIT RE —SUBMITTAL II:11S5I[`110111 SURVEYED: DESIGNED: VS DRAWN: C ID 12/2] I CHECKED: vs 1:1t�E�7:�llslll�_�,�Ga SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M TREE PROTECTION NOTES: NOTE: ALL REQUIRED TREE PROTECTION MEASURES MUST BE INSTALLED AND APPROVED BY ARBORIST PRIOR TO COMMENCEMENT OF DEMOLITION. 1. INSTALL 3" DEPTH OF COARSE WOOD CHIPS OVER ENTIRE TREE PROTECTION ZONE (TPZ) PRIOR TO INSTALLING PERIMETER PROTECTION FENCING. WATER GROUND DEEPLY BEFORE PLACING AND KEEP MULCH MOIST. DO NOT PILE MULCH DIRECTLY AGAINST TRUNK. 2. VEHICULAR MOVEMENT AND HEAVY EQUIPMENT ARE STRICTLY PROHIBITED WITHIN TPZ. PEDESTRIANS ARE TO BE EXCLUDED EXCEPT AS ABSOLUTELY NECESSARY. 3. CONSTRUCTION STORAGE IS PROHIBITED WITHIN ENTIRE TPZ INCLUDING CONSTRUCTION SUPPLIES, EQUIPMENT, MATERIALS, STOCKPILES AND DEBRIS. 4. DISPOSAL OF MATERIALS OR FLUIDS OF ANY KIND IS PROHIBITED WITHIN TPZ. 5. CONTRACTOR MUST RETAIN A CERTIFIED ARBORIST TO INSPECT AND PROVIDE SPECIFIC DIRECTION ON PRUNING BRANCHES AND ROOTS, AND RELATED WATERING, FERTILIZING, BACKFILLING AND MULCHING. PROTECTION FENCING 6 FT. TALL CHAIN LINK FENCING TO BE PROVIDED AND MAINTAINED AROUND ENTIRE PERIMETER OF TPZ. 1 %" STEEL POSTS TO BE ANCHORED IN GROUND EXCEPT OVER PAVEMENT. KEEP FENCE LOCKED AT ALL TIMES. PERMISSION OF OWNER'S REP REQUIRED FOR ACCESS WITHIN TPZ. LAMINATED TREE PROTECTION SIGNS TO BE WIRED TO FENCE NO MORE THAN 10' APART WITH TOPS 12" BELOW TOP OF PANELS. SIGNS TO BE 8 % "X 11" SIZE MINIMUM WITH TEXT IN LARGE, BOLD FONT, TO READ: "PROTECT CRITICAL ROOT ZONE AREA. NO ENTRY, SOIL DISTURBANCE, PARKING, STORAGE OR DUMPING OF MATERIALS IS ALLOWED WITHIN THIS AREA." ZONE B �UTER TP� ZONE A — CRZ � DEFINITIONS TREE PROTECTION ZONE (TPZ): AREA SURROUNDING INDIVIDUAL TREES OR GROUPS OF TREES TO REMAIN DURING CONSTRUCTION, AND DEFINED AS FOLLOWS: RADIAL DISTANCE MEASURED FROM THE TRUNK FACE OF A TREE AT THE RATE OF 1 FOOT OF PROTECTION PER ONE INCH OF CALIPER SIZE. CRITICAL ROOT ZONE (CRZ): INNER HALF OF TPZ EXTENDING RADIALLY FROM TRUNK. DBH (DIAMETER AT BREAST HEIGHT):TREE DIAMETER MEASURED AT 4.5 FEET ABOVE GROUND. PLAN ZONE A (CRITICAL ROOT ZONE — CRZ) 1. NO DISTURBANCE WHATEVER ALLOWED WITHOUT SITE —SPECIFIC ARBORIST INSPECTION AND APPROVAL OF METHODS TO PREVENT/MINIMIZE ROOT DAMAGE. 2. CUT ROOTS CLEAN. SEVER ROOTS LARGER THAN 2" DIAMETER ONLY AFTER ARBORIST INSPECTS, APPROVES THEN DIRECTS PRUNING. COVER CUT ENDS TO KEEP MOIST UNTIL BACKFILLED. 3. TUNNELING IS REQUIRED TO INSTALL LINES 3'-0" BELOW GRADE OR DEEPER. HIGH PRESSURE WATER EXCAVATION IS PROHIBITED WITHIN TOP 3 FT. OF SOIL WHERE ROOTS ARE CONCENTRATED. ZONE B ,OUTER TPZ 1. EXCAVATION MUST LEAVE AT LEAST 2/3 OF; PZ UNDISTURBED. 2. ALL TRENCHING MUST BE DONE BY HAND Oi. AIR EXCAVATION TOOL. SPOILS NOT TO BE PILED IN TPZ; BACKFILL IMMEDIATELY. �oll� TREE PROTECTION SCALE: ############ R CITY OF RENTON VASOF Planning/Building/Public Works Dept R-422137 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Michael Sippo 01/27/2023 LINDBERGH HIGH SCHOOL MODERNIZATION 16426128TH AVE SE RENTON, WA 98058 TREE INVENTORY SCHEDULE DATE: 16 SEPT 2022 FIELDBOOK: PAGE: DRAWING NO: T1.10 SHEET: OF: 37 64 C4 O O O O N N Q J 00 O 0 O O N (0 LO 00 N O O (N N A, Q 75 00 U) UJ I..L rg 4mid2 � AeccDbFace (AeccLand 130) Cfl O O O O N N Q J co m O O O O N N TA 7 O LO co N O O N N u J Q 75 m D U) W CL H 75 cl' W r AeccDbFace (AeccLand 130) Cfl O O O O 1 N N Q J co m O O O O N N 7 O LO 00 N O O N N A, u J Q 75 m D U) W CL H 75 CL' W AeccDbFace (AeccLand l 30) Cfl O O O O 1 N N Q J co m O O O O N N 7 O LO 00 N O O N N A, u J Q 75 m D U) W CL H 75 CL' W AeccDbFace (AeccLand l 30) AN •!1 1] `I Y, • I I —_� Ip + `'� ■� III `It II r �. " J , � 1 �I'AI,' ' JI I/ / ■r4 IIIamI iqm 11 . • .I ! III :�, f OUI, . a? . - ►emu _ i a..i 6Fj :r�_+,,� II ;� rJ r� 111 ICI �✓ � � �_1.. �I� I �MIF,iI'���� •,° �I � I !jQ''� ��� r'.1 I� lily � rs. ��� ,1 A� 1 ■ • 1 I �� �. 1� ..� ��.._pa I I I■ .�II 1. � 11 I I ,�. I , . ' , ,III � ; I, ��il�� � _ ,Il, 1 L: �►,,,,7 �i 11 % �rr� 1 I I► � , �� I � IIIII *;;�� I II� A � • ( . �I I , �I � � ' '1�' /I�hi� Yr �I► , I� I � IE'11 �; i �■ ;.� �' I � 1 il` r I� 11 • nl il� ` . ■ rill CIVIL , ICY 1 �I 0 uu I !1{ I . .. III -I �35,+ � I III41 ' r PATTERN TYPE DETAIL ° v CIP CONCRETE PAVEMENT 1 p. DONOR BRICKS g L3.21 CR. ROCK MAINTENANCE EDGE 3 L3.20 '-�.'.`.'.'.'.'+'.'.'+`. LAWN 4 L5.20 PLANTING AREA 2 L5.20 PARKING LOT PLANTING 2 RESTORATION L5.20 +M+ + + + + + MULCH + + + L5.20 N T LEGEND r \ D \ CRITICAL ROOT ZONE PB o DRIP LINE 0 PROPOSED TREE PLANTING: I a ° REF: PLANTING PLAN r71 7 I s IN I X, i ENLARGED SITE PLAN 5 - PARKING LOT RESTORATION 1"=20' m ENLARGED SITE PLAN 4 -STREET FRONTAGE N, • / ill =20' uj Q w 0 10 20 40 60 FT L, N0. CCD-001 A PERMIT RE —SUBMITTAL REVISION SURVEYED: DESIGNED: VS 7 25/202 2 DRAWN CJD 12/12/22 CHECKED: US BY DATE APPR APPROVED: SCALE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY OF PRI RENTON ONE INCH DATUM • AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 0 0 0 N Q J co 0 0 1 N L 00 N A, �J 0 5 10 20 R-422141 IN COMPLIANCE WITH CITY OF RENTON STANDARDS i CURRENT PLANNING DEVELOPMENT ENGINEERING A01orti,J Alex Morganroth [1/27/2023] Michael Sippo 01/27/2023 H DATE: LINDBERGH HIGH SCHOOL MODERNIZATION 16 SEPT 2022 UJ 16426128TH AVE SE FIELDBOOK: PAGE: RENTON, WA 98058 DRAWING NO: ENLARGED SITE PLAN 1-1. 12 cj� SHEET: OF: 41 64 AeccDbFace (AeccLand 130) T_ N N O r) W I— Z O r) r) Q r) Z Q Z O Q N_ Z ry W r) O rG V ) 2 (2 V ry W m r) Z I NOTES: 1. REFERENCE STRUCTURAL DETAILS ON SHEET S1.10 SITE STRUCTURES FOR REINFORCING AND OTHER ADDITIONAL REQUIREMENTS TOP OF WALL TO BE CUT TO PROPOSED ELEVATION, SANDBLAST ALL EXPOSED FACES. PLANTER WALL GRADING PLAN COURTYARD TERRACED PLANTING SCALE: ############ NOTES: 1. REFERENCE STRUCTURAL DETAILS ON SHEET S1.10 SITE STRUCTURES FOR REINFORCING AND OTHER ADDITIONAL REQUIREMENTS BEYOND, TW = 415.22 VANILb, NLI-: GRADING PLAN CIP CONICSEAT STEPS BEYOND, TW = 418.72 2'-7" 2'-7" 417.72 TW 416.22 a as a Q. 4 CID a 0414 d 1 d 4 - 4" 2,-7„ • � III=1I TW OUTDOOR CLASSROOM SEAT STEPS 4 SCALE: ############ BUILDING WALL 2" DEPTH MULCH 36" DEPTH PLANTING SOIL DRAIN ROCK AND PERF PIPE, REF: CIVIL BUILDING WALL TW 422.73 I -,-- 2" DEPTH MULCH 36" DEPTH PLANTING SOIL DRAIN ROCK AND PERF PIPE, REF: CIVIL NOTES: 1. REFERENCE STRUCTURAL DETAILS ON SHEET S1.10 SITE STRUCTURES FOR REINFORCING AND OTHER ADDITIONAL REQUIREMENTS 24" DEPTH PLANTING SOIL V-0" " MUMIN. I CH MIN F COVER GRADE 4 TUNNEL PLANTING SCALE: ############ ADDENDUM #2 1/11/2022 SURVEYED: DESIGNED: VS DRAWN: CJ D 7 PERMIT RE —SUBMITTAL 12/12/22 CHECKED: VS N0. REVISION BY DATE APPR APPROVED: BUTTRESS WALL, REF: STRUCTURAL. PROVIDE BLOC OUT IN WALL FOR PERF PIPE TW 416.72 m a ° d 4 d Q ° PROVIDE SLEEVE FOR IRRIGATION LATERAL LINES THROUGH ALL PLANTER WALLS INCLUDING BUTTRESS WALLS DIVIDING PLANTERS. REF: IRRIGATION PLAN 6'-9„ TW 422.73 BUTTRESS 1» WALL, REF: STRUCTURAL. ,. PROVIDE 11-III-III-III-III-III-III=I ' BLOCK OUT � � II I I-III-III-III-III=1 I 1=1 I TW IN WALL FOR ' I III=III=III=III=III=III-III- I=1 11=1 11=1 11=1 11=1 11=1 11=1 I I 419.72 PERF PIPE o .: 111-111-111-111-111-111-111- 1 » I 2" DEPTH � II-III=III=III=III=III=III-III II II II II II II II II II II II II II II MULCH 1=1 1=1 1=1 1=1 1=1 1=1 1= II-1II-1II-1II-111E111E1I1=1II 11=III=III -III -I U Ilttl=ttl=ttl=ttl=ttl :` III I 1=ttl=ttl= lilt=III=III=III=III=11 I�ttl=ttl=ttl=ttl ; .a a III-III-III-lilt=III=III=1 11=III=III=111111=III=III= =- 1=III=1 � '.:: 18" DEPTH PLANTING SOIL ° O O O O O O O O DRAIN ROCK AND ERF PIPE, REF: CIVIL I H SEAT o III : %' •; STEPS BEYOND 6» 4„ EXIST. WALL AN 7. SLAB TO REMAIN. SANDBLAST ALL La°:;.:` EXPOSED FACES. DRAIN ROCK AND PERF PIPE, a. REF: CIVIL :a' O 10" •I REM oil MA iQEA K BUILDING WALL 2" DEPTH MULCH 36" DEPTH PLANTING SOIL DRAIN ROCK AND PERF PIPE, REF: CIVIL O O N 7 TA CDL0 00 N O O N N A, IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNINLO. DEVELOPMENT ENGINEERING �' Q Alex Morganroth [1/27/2023Michael Sippo 01/27/2023 H m U) SCALE: DATE: VERTICAL: NAVD 1988 • LINDBERGH HIGH SCHOOL MODERNIZATION 16 SOK: 2022 Cw� HORIZONTAL: NAD 1983/183/1991 CITY OF ' 'R)RENT 0 N 16426128TH AVE SE PIAEGLDBO OK: ONE INCH DATUM V43' RENTON, WA 98058 DRAWING NO: AT FULL SCALE Panning/Building/Public Works Dept. IF NOT ONE INCH LANDSCAPE SECTIONS L3.10 C� SCALE ACCORDINGLY SHEET: OF: uj 42 64 0- AeccDbFace (AeccLand 130) Cfl O O O O 1 N N Q J co m O O O O N N TA 7 O LO co N O O N N A, u N N O N M N J Q 75 m D U) W CL H 75 re W r AeccDbFace (AeccLand 130) Cfl O O O O N N Q J co m O O O O N N TA 7 O LO co N O O N N A, u N N O N 11 N J Q 75 m D U) W CL H 75 re W r AeccDbFace (AeccLand 130) T_ N N O i 0 W () z O I- 0 0 Q z Q z O Q N z ry W 0 O 2 U) r= V ry W m 0 z I SKATE STOP CHAMFER AT WALL FACES ADJACENT TO HARDSCAPE, ASEE NOTES BELOW #4 BAR AT 12" OC 1'-4" BOTH WAYS. BAR U (3) #4 CONTINUOUS @ TOP TO BE 2" CLR FROM z a_ EDGES OF 8" OU 1/2" CHAMFER, TYP CONCRETE O � � #4 DOWELS @ EXPANSION JOINT °I SLOPE 1 /8�12 12" O.C. EA FACE CONCRETE - - PAVING REF ° ° CONTINUOUS #4 @ , � CO PLAN 12" O.C. EA FACE ° 0I 1 T BITUMINOUS FELT 2" CLR ° JOINT FILLER AND 6" SEALANT TYP 00 a Oo Oo Oo co CONIC WALK - SEE CIVIL °o ° °. _ o c0 (3) #5 CONTINUOUS #4 @ 24 O.C. M=1=1=1=1 I=1 I=1 I=1 I=1 I=1 I=1 1= CONCRETE BENCH SCALE: 1/2" = 1'-0" 4— 71" 00 BRICK PATTERN NOTES: 1. OWNER TO PROVIDE QUANTITY OF BRICKS TO BE ENGRAVED AND TEXT TO BE ENGRAVED ON EACH BRICK. VERIFY QUANTITY OF BRICKS TO BE ENGRAVED WITH OWNER. 2. TRANSPORT BRICKS TO AND FROM ENGRAVER PRIOR TO INSTALLATION. ENGRAVING TO BE COORDINATED WITH OWNER. 3. SEE 1 /L3.20 NOTE 1. IMM ii COMPACTED SUBGRADE BRICK PAVING SCALE: 1" = 1'-0" SAND SWEPT JOINTS, TYP. WITH STABILIZER BRICK PAVER ADJACENT CONC. PAVING. BRICK PAVERS TO BE FLUSH WITH CONC. r a a a 1 SETTING BED ROCK COMPACTED THICKENED EDGE AT EDGE OF CONCRETE SLAB PLANTER WALL (W2 SCALE: 1" = 1'-0" 11 i Iffm9Ii%�a POST TOP ALL JOINTS WELDED TO MAKE A SOLID FRAME BRACE RAIL OR TRUSS ROD PER MANUFACTURER CHAIN LINK FABRIC SOLID INFIL PANEL GATE LATCH PER MANUFACTURER, REF SPECS PANIC BAR FOR EXITING OUT OF THE COURTYARD, REF LANDSCAPE SPECS GATE POST GATE FRAME PER MANUFACTURER TENSION BAR, TYP. 3/16" STEEL PLATE KICKPLATE, WELDEE TO GATE FRAME MULCH LAYER PLANTING SOIL DRAIN ROCK AND PERF PIPE PER CIVIL NOTE: 1. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR PLANTER WALL REINFORCEMENT. 2. SKATE STOPS TO BE A 2"x2"x6" LONG CHAMFER, INSET 18" O.C. FROM ENDS OF PLANTER WALLS, WITH EQUAL SPACING AT 4'-0" O.C. MAX AND TOOL -EASED EDGES, +/- s". 3. CONTROL JOINTS TO BE z"x2" 90 ° V-GROOVES, U.N.O Cfl PLAN NOTE: 1. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR PLANTER WALL REINFORCEMENT. #4 BAR AT 12" OC BOTH WAYS. TOP OF WALL TO BE LEVEL, REF: GRADING EASED EDGES TYP. AT ALL EXPOSED EDGES ADJACENT PVMT. EXPANSION JT. STANDARD HOOK (3) #4 LONGITUDINAL BARS #4@12"O.C. PLANTER WALL (W3 SCALE: 1" = 1'-0" NOTE: 1. GATE ENGINEERING BY SUPPLIER / FABRICATOR. SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. D1 If SECTION L./f\l./r L.r` I L,I I V V I I I I .....I Vl. f\L I L SLEEVE, TYP. AT NON -PANIC LEAF. PROVIDE LOCKABLE RING FOR PAD LOCK ON MAINTENANCE GATE SIDE CHAIN LINK DOUBLE SWING GATES SCALE: 1/2" = 1'-0" ADDENDUM #2 2 CCD-012 3 RFI-237 7 PERMIT RE —SUBMITTAL N0. REVISION /1 /202 SURVEYED: /6/202 DESIGNED: VS 1 /29/20 2 DRAWN: CJ D 12/12/22 CHECKED: US BY DATE APPR APPROVED: LDING WALL CONCRETE PAVING ONCRETE FOOTING SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM Al A A Q J 00 O O O N N T19 7 L0 00 N O O N N A, u R-422145 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING ® DEVELOPMENT ENGINEERING ® J Alex Morganroth [1 /27/2023] Michael Sippo 01 /27/2023 H m U) DATE: • CITY 0 LINDBERGH HIGH SCHOOL MODERNIZATION 16 SEPT 2022 UJ RENTON 16426128TH AVE SE PIAEGLDBOOK: • RENTON, WA 98058 DRAWING NO: Planning/Building/Public Works Dept. LANDSCAPE DETAILS L3. � 21 SHEET: OF: w 45 64 0— AeccDbFace (AeccLand 130) Cfl O O O O N N Q J co m O O O O N N TA 7 O LO co N O O N N A, u N N O N M N J Q 75 m D U) W CL H 75 re W r AeccDbFace (AeccLand 130) N N W U) Z 0 0 0 Q 0 Z Q Z 0 N NZ L.I... W r) 0 75 V N L.f_ W m r) Z_ J IRRIGATION NOTES: 1. CONTRACTOR TO HAND WATER ALL LAWN SEEDED AREAS AS REQUIRED TO GERMINATE AND FULLY ESTABLISH A HEALTHY STAND OF LAWN. 2. EXTEND EXISTING IRRIGATION SYSTEM WITH NEW MAINLINE AS SHOWN IN DRAWINGS, WITH A NEW POINT OF CONNECTION NORTHEAST OF TRACK ADJACENT TO SHOTPUT. CONFIRM MINIMUM 60 PSI AND 50 GPM AT NEW POINTS OF CONNECTION AND REPORT FINDINGS TO LANDSCAPE ARCHITECT FOR CONFIRMATION BEFORE PROCEEDING WITH WORK. 3. TEST EXISTING IRRIGATION MAINLINE TO VERIFY THAT IT IS IN GOOD CONDITION. REPLACE EXISTING IRRIGATION MAINLINE IN AREAS THAT ARE NOT IN GOOD CONDITION. 4. FOR EACH NEW IRRIGATION ZONE THAT IS NOT CONNECTED TO THE EXISTING SITE CONTROLLER, PROVIDE RAINBIRD TBOS-BT BLUETOOTH, BATTERY -OPERATED IRRIGATION CONTROLLER OR SIMILAR. 0 L'� 0 Y'l I I � 1 Its 1 o s I 1 I I 1 I I I 1 I s I s s s s I I I I I I I I I I I I I Is 01 7� S S S s 1 1 I s11 I s 1 sII I s I I 1 1 1 8 8 I I I s l s I I I sl Is I I 1 I � 1 I I II Is 1 I II 11 s I s 1 1 1 IRRIGATION PLAN -COURTYARD 1 1" = 10' (2) NEW TREES TO HAVE DEDICATED IRRIGATION ZONE. ;L PE ADDENDUM #2 2 '7 PERMIT RE —SUBMITTAL NO. REVISION /l /202 SURVEYED: /6/202 DESIGNED: VS DRAWN: CJ D 12/12/ CHECKED: VS BY DATE APPR APPROVED: 0 I I 1 I I I II I 3 I III I I 1 A I I I\ I I / I I 1 I IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI RAIN BIRD 1812-SAM 5 SERIES MPR \ a O SHRUB SPRAY 12" POP-UP SPRINKLER WITH 63 Q H F CO -MOLDED WIPER SEAL. 1/2" NPT FEMALE \ THREADED INLET. WITH SEAL-A-MATIC CHECK \ VALVE. RAIN BIRD 1812-SAM 8 SERIES MPR O b ® SHRUB SPRAY 12" POP-UP SPRINKLER WITH 25 Q T H F CO -MOLDED WIPER SEAL. 1/2" NPT FEMALE THREADED INLET. WITH SEAL-A-MATIC CHECK \ VALVE. RAIN BIRD 1812-SAM 10 SERIES MPR \ SHRUB SPRAY 12" POP-UP SPRINKLER WITH 6 \ F CO -MOLDED WIPER SEAL. 1/2" NPT FEMALE THREADED INLET. WITH SEAL-A-MATIC CHECK VALVE. RAIN BIRD 1812-SAM 12 SERIES MPR a D SHRUB SPRAY 12" POP-UP SPRINKLER WITH 6 To HH CO -MOLDED WIPER SEAL. 1/2" NPT FEMALE THREADED INLET. WITH SEAL-A-MATIC CHECK VALVE. RAIN BIRD 1812-SAM-PCS 15CST-040 m SHRUB SPRAY 12.0" POP-UP SPRINKLER WITH 61 15CS15EST15RCS 5LSS9SST CO -MOLDED WIPER SEAL. 1/2" NPT FEMALE THREADED INLET. WITH SEAL-A-MATIC CHECK VALVE AND PCS SCREENS RAIN BIRD RWS-B-C 1401 ROOT WATERING SYSTEM WITH 4.0" DIAMETER X 36.0" LONG WITH LOCKING GRATE, 1401 1402 14041408 SEMI -RIGID MESH TUBE, AND CHECK VALVE. 6 RAIN BIRD BUBBLER OPTION AS INDICATED: 1401 0.25 GPM, 1402 0.5 GPM, 1404 1.0 GPM, 1408 2.0 GPM. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY C;6 RAIN BIRD PEB-IVM 1", 1-1/2", 2" PLASTIC INDUSTRIAL SMART 7 VALVES W/ FACTORY INSTALLED IVM-SOL. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. RAIN BIRD 5-LRC 0 1" BRASS QUICK -COUPLING VALVE, WITH 4 CORROSION -RESISTANT STAINLESS STEEL 30 30 30 30 30 30 Z� CIIII N Q J 00 O I N TA CD L0 00 0 N A, �J SPRING, LOCKING THERMOPLASTIC RUBBER COVER, AND 1-PIECE BODY. IRRIGATION LATERAL LINE: DUCTILE IRON PIPE- 1,255 L.F. / CLASS 350 IRRIGATION MAINLINE: PVC SCHEDULE 40 579.4 L.F. PIPE SLEEVE: PVC CLASS 200 TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. PIPE SLEEVE SIZE SHALL ALLOW FOR -------- IRRIGATION PIPING AND THEIR RELATED 239.1 L.F. COUPLINGS TO EASILY SLIDE THROUGH / SLEEVING MATERIAL. EXTEND SLEEVES 18 / INCHES BEYOND EDGES OF PAVING OR CONSTRUCTION. Valve Collout Al # Valve Number # # Valve Flow Valve Size I R-422147 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING DEVELOPMENT ENGINEERING ® J Alex Morganroth [1/27/2023, Michael Sippo 01/27/2023 H 0 5 10 20 40 FT m U) SCALE: DATE: VERTICAL: NAVD 1988 • LINDBERGH HIGH SCHOOL MODERNIZATION 16 SOK: 2022 UJ cj� HORIZONTAL: NAD 1983/183/1991 CITY OF PRIRENT 0 N 16426128TH AVE SE PIAEGLDBOOK: ONE INCH DATUM V421• RENTON, WA 98058 DRAWING NO: AT FULL SCALE Panning/Building/Public Works Dept. IF NOT ONE IRRIGATION PLAN L4.10 INCH SCALE ACCORDINGLY SHEET: OF: ILLI 47 64 0— AeccDbFace (AeccLand 130) \ 0 N N \ s 0 O 0 \ o \� \ 0 o w � () 73;; \ Z O \ 0 \ 0 \ \ Z \ Q Z \ O 7\ \ Q \ N Zry \ LU \ O \ U) \ LU m � 0 Z J s s �s X� IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY I I I\ I 11 I O I I I PEB- VM BIRD RAIN B I I\ I I I \ I I O SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY 1" 1-1/2" 2" PLASTIC INDUSTRIAL SMART VALVES W/ FACTORY INSTALLED IVM-SOL. LOW 7 \ ° C) RAIN BIRD 1812-SAM 5 SERIES MPR FLOW OPERATING CAPABILITY, GLOBE O o O SHRUB SPRAY 12" POP-UP SPRINKLER WITH 63 CONFIGURATION. N Q H F CO -MOLDED WIPER SEAL. 1/2" NPT FEMALE THREADED INLET. WITH SEAL-A-MATIC CHECK RAIN BIRD 5-LRC ° I Q \ VALVE. 1" BRASS QUICK -COUPLING VALVE, WITH ----- I-, i --i i-- i \ CORROSION -RESISTANT STAINLESS STEEL 4 I J RAIN BIRD 1812-SAM 8 SERIES MPR SPRING, LOCKING THERMOPLASTIC RUBBER a (0 (00 SHRUB SPRAY 12" POP-UP SPRINKLER WITH 25 COVER, AND 1-PIECE BODY. Q T H F CO -MOLDED WIPER SEAL. 1/2" NPT FEMALE � THREADED INLET. WITH SEAL-A-MATIC CHECK IRRIGATION LATERAL LINE: DUCTILE IRON PIPE- 1,255 L.F. VALVE. CLASS 350 I I I I RAIN BIRD 1812-SAM 10 SERIES MPR IRRIGATION MAINLINE: PVC SCHEDULE 40 579.4 L.F. illl 0 0 0 o SHRUB SPRAY 12" POP-UP SPRINKLER WITH 6 T� H� CO -MOLDED WIPER SEAL. 1/2" NPT FEMALE I I I THREADED INLET. WITH SEAL-A-MATIC CHECK PIPE SLEEVE: PVC CLASS 200 �I I VALVE. TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. I III I PIPE SLEEVE SIZE SHALL ALLOW FOR ICI I 00 RAIN BIRD 1812-SAM 12 SERIES MPR IRRIGATION PIPING AND THEIR RELATED 239.1 L.F. I O a � () COUPLINGS TO EASILY SLIDE THROUGH ,, SHRUB SPRAY 12" POP-UP SPRINKLER WITH 6 I � I O �Q �T 'H TQ 'F CO -MOLDED WIPER SEAL. 1/2" NPT FEMALE SLEEVING MATERIAL. EXTEND SLEEVES 18I ? CD O I � THREADED INLET. WITH SEAL-A-MATIC CHECK INCHES BEYOND EDGES OF PAVING OR S VALVE. CONSTRUCTION. I N 0 RAIN BIRD 1812-SAM-PCS 15CST-040 valve Callout \ p SHRUB SPRAY 12.0" POP-UP SPRINKLER WITH 61 # valve Number - I 15CS 5EST15RCS 5LSS9SST CO -MOLDED WIPER SEAL. 1/2" NPT FEMALE - THREADED INLET. WITH SEAL-A-MATIC CHECK #" # valve Flow I VALVE AND PCS SCREENS valve Size I ° RAIN BIRD RWS-B-C 1401 O ROOT WATERING SYSTEM WITH 4.0" DIAMETER NOTES- ° — ° I IRRIGATION X 36.0" LONG WITH LOCKING GRATE, 6 1. CONTRACTOR TO HAND WATER ALL LAWN SEEDED AREAS \ I 1401 1402 14041408 SEMI -RIGID MESH TUBE, AND CHECK VALVE. AS REQUIRED TO GERMINATE AND FULLY ESTABLISH A I I RAIN BIRD BUBBLER OPTION AS INDICATED: HEALTHY STAND OF LAWN. �y 1401 0.25 GPM, 1402 0.5 GPM, 1404 1.0 GPM, 2. EXTEND EXISTING IRRIGATION SYSTEM WITH NEW MAINLINE °0 — L0 1408 2.0 GPM. AS SHOWN IN DRAWINGS, WITH A NEW POINT OF I 00 \ CONNECTION NORTHEAST OF TRACK ADJACENT TO F 2 O SHOTPUT. CONFIRM MINIMUM 60 PSI AND 50 GPM AT NEW O o N \ POINTS OF CONNECTION AND REPORT FINDINGS TO I N \ LANDSCAPE ARCHITECT FOR CONFIRMATION BEFORE PROCEEDING WITH WORK. \° I 3. TEST EXISTING IRRIGATION MAINLINE TO VERIFY THAT IT IS I I II I v s IN GOOD CONDITION. REPLACE EXISTING IRRIGATION �\ MAINLINE IN AREAS THAT ARE NOT IN GOOD CONDITION. II I 4. FOR EACH NEW IRRIGATION ZONE THAT IS NOT II I ill I CONNECTED TO THE EXISTING SITE CONTROLLER, PROVIDE I RAINBIRD TBOS-BT BLUETOOTH, BATTERY -OPERATED - IRRIGATION CONTROLLER OR SIMILAR. I � � I .iS � `3 I I 0 ' 4 o II II s O I 7'-�/ a � \ \ C / N \\ \ N V \ N v � V i U 3 r 0 �\ IRRIGATION PLAN - ENTRY 1 " = 10' v i / I a w Q z r J Fol d � � POC2 \ am� _ 1 � � am 410�ft 2 � n, I I I r XIST G ING ERA \ \ \ �� / \ � \ G IRR� S EASTU DIC ION \ O AINLINE TO REMAIN. d OF TI G M N WITHI ER s IELD IF p \ \ES CO T 10 XI AN � P NTdN RE MP TE Y CO U ION. � 0 5 10 20 40 FT AINLINE BEGINS AT POC Ao r ASSEMBLY ADJACENT TO �a \ a HOTPUT—€XTE-Q NEW \ WIRES AS REQUIRED _ ALONG EXISTING MAINLINE BEGIN NEW IRRIGATION \ TO ACCOMMODATE NEW MAINLINE. VALVES AND TU—PROVIDE a \ AN ADDIITIONAL (3) SPARE WIRES/ \� IRRIGATION PLAN - SOUTHERN EXIT R-422148 1" = 10' IN COMPLIANCE WITH CITY OF RENTON STANDARDS 7%CURRENT PLANNING DEVELOPMENT ENGINEERING �' Q M7MM%====MM� ff 15 0 5 10 20 40 FT Alex Morganroth [1/27/2023] ' Michael Sippo 01/27/2023 ' H m U) ADDENDUM #2 / 1 /202 SURVEYED: SCALE: DATE: w VERTICAL: NAVD 83/1 • LINDBERGH HIGH SCHOOL MODERNIZATION 16 SEPTOK:2022 2 CCD-012 /6/202 HORIZONTAL: NAD 1983/1991 CITY OF DESIGNED: VS � 16426128TH AVE SE PAGE: RENTON DRAWN: C J D PAGE: ONE INCH DATUM V43• RENTON, WA 98058 DRAWING NO: 7 PERMIT RE —SUBMITTAL 2/12/2 CHECKED: VS AT FULL SCALE Planning/Building/Public Works Dept. IRRIGATION PLAN L4.11 C� IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OF: LJJ 48 64 0- AeccDbFace (AeccLand 130) U) z 0 0 0 Q 0 z Q z 0 Q N_ z ry Ll r) 0 2i 2 (D Ll m 0 z J a 00 0- N N O N Ld N U O+ 3 O r 0 I �I r c w Q z L, w z w Q 00 N T'- IRRIGATION PLAN - PARKING LOT RESTORATION ill =20' 0 10 20 40 60 FT ADDENDUM #2 I/l/2022 SURVEYED: SCALE: VERTICAL: NAVD 1988 • 2 CCD-012 /6/202 DESIGNED: HORIZONTAL: NAD 1983/1991 CITY OF VS;R DRAWN: CJ D RENTON ONE INCH DATU M 7 PERMIT RE —SUBMITTAL 2/12/2 CHECKED: VS AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY IRRIGATION NOTES: 1. CONTRACTOR TO HAND WATER ALL LAWN SEEDED AREAS AS REQUIRED TO GERMINATE AND FULLY ESTABLISH A HEALTHY STAND OF LAWN. 2. EXTEND EXISTING IRRIGATION SYSTEM WITH NEW MAINLINE AS SHOWN IN DRAWINGS, WITH A NEW POINT OF CONNECTION NORTHEAST OF TRACK ADJACENT TO SHOTPUT. CONFIRM MINIMUM 60 PSI AND 50 GPM AT NEW POINTS OF CONNECTION AND REPORT FINDINGS TO LANDSCAPE ARCHITECT FOR CONFIRMATION BEFORE PROCEEDING WITH WORK. 3. TEST EXISTING IRRIGATION MAINLINE TO VERIFY THAT IT IS IN GOOD CONDITION. REPLACE EXISTING IRRIGATION MAINLINE IN AREAS THAT ARE NOT IN GOOD CONDITION. 4. FOR EACH NEW IRRIGATION ZONE THAT IS NOT CONNECTED TO THE EXISTING SITE CONTROLLER, PROVIDE RAINBIRD TBOS-BT BLUETOOTH, BATTERY -OPERATED IRRIGATION CONTROLLER OR SIMILAR. R-422149 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING DEVELOPMENT ENGINEERING Alex Morganroth [1/27/2023] ' Michael Sippo 01/27/2023 01 LINDBERGH HIGH SCHOOL MODERNIZATION 16426128TH AVE SE RENTON, WA 98058 IRRIGATION PLAN DATE: 16 SEPT 2022 FIELDBOOK: PAGE: DRAWING NO: L4.12 SHEET: OF: 49 64 0 0 rJ rJ N CN J 00 0 0 0 0 N N TA 7 (0 L0 00 N 0 N (N A, u Q m D U) Lij CL ^ w r) AeccDbFace (AeccLand 130) Cfl O O O O N N Q J co m O O O O N N 7 O LO co N O O N N A, u N N O N 11 J Q 75 m D U) W✓ I 5rro W AeccDbFace (AeccLand l 30) Cfl O O O O N N Q J co m O O O O N N 7 O LO co N O O N N A, u N N O N M N J Q 75 m D U) W CL H 75 re W n AeccDbFace (AeccLand 130) z O Q r) z Q z O Q N_ z ry W r) O 2 2 (D ry W 00 r) z I 7 e �78" ME 14" 67TH STREET 5„ ENLARGED SITE PLAN 4 - STREET FRONTAGE 1 lit =20' 0 10 20 40 Mom A7 CRITICAL ROOT ZONE DRIP LINE EXISTING TREE TO BE PROTECTED N0. 00 O O O O N N 7 (D L0 00 N O O N N A, u ENLARGED SITE PLAN 5 -PARKING LOT RESTORATION o 5 ,o zo aoF-r 1"=20' CCD-001 A PERMIT RE —SUBMITTAL REVISION SURVEYED: DESIGNED: VS 7 25/202 2 DRAWN CJD 12/12/22 CHECKED: US BY DATE APPR APPROVED: NOTES: 1. LAWN RESTORATION TO EXTEND TO LIMITS OF DISTURBANCE. IF CONTRACTOR DISTURBS AREA BEYOND WHAT IS DEPICTED ON THESE PLANS, THE CONTRACTOR IS RESPONSIBLE FOR RESTORING LAWN BY PROVIDING SOIL AMENDMENTS AND HYDROSEEDING PER SPECIFICATIONS. SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF ,R RENTON vmw Planning/Building/Public Works Dept. R-422152 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING DEVELOPMENT ENGINEERING � �' Q Alex Morganroth [1/27/2023].01 '' Michael Sippo 01/27/2023 5H M W C/ DATE: LINDBERGH HIGH SCHOOL MODERNIZATION 16 SEPT 2022 UJ 16426128TH AVE SE FIELDBOOK: PAGE: RENTON, WA 98058 DRAWING NO: PLANTING PLAN L5. 12 cj� SHEET: OF: W 52 64 0— AeccDbFace (AeccLand 130) �78" ME 14" 67TH STREET 5„ ENLARGED SITE PLAN 4 - STREET FRONTAGE 1 lit =20' 0 10 20 40 Mom A7 CRITICAL ROOT ZONE DRIP LINE EXISTING TREE TO BE PROTECTED N0. 00 O O O O N N 7 (D L0 00 N O O N N A, u ENLARGED SITE PLAN 5 -PARKING LOT RESTORATION o 5 ,o zo aoF-r 1"=20' CCD-001 A PERMIT RE —SUBMITTAL REVISION SURVEYED: DESIGNED: VS 7 25/202 2 DRAWN CJD 12/12/22 CHECKED: US BY DATE APPR APPROVED: NOTES: 1. LAWN RESTORATION TO EXTEND TO LIMITS OF DISTURBANCE. IF CONTRACTOR DISTURBS AREA BEYOND WHAT IS DEPICTED ON THESE PLANS, THE CONTRACTOR IS RESPONSIBLE FOR RESTORING LAWN BY PROVIDING SOIL AMENDMENTS AND HYDROSEEDING PER SPECIFICATIONS. SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF ,R RENTON vmw Planning/Building/Public Works Dept. R-422152 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING DEVELOPMENT ENGINEERING � �' Q Alex Morganroth [1/27/2023].01 '' Michael Sippo 01/27/2023 5H M W C/ DATE: LINDBERGH HIGH SCHOOL MODERNIZATION 16 SEPT 2022 UJ 16426128TH AVE SE FIELDBOOK: PAGE: RENTON, WA 98058 DRAWING NO: PLANTING PLAN L5. 12 cj� SHEET: OF: W 52 64 0— AeccDbFace (AeccLand 130) 00 co O O O O N N ry n Cfl 00 N O O N N X, N N O N M N J Q 75 m D U) W ry H 75 W n AeccDbFace (AeccLand130) U) Z O 0 Q 0 Z Q Z O Q N z ry Lu 0 O U) 2 2 ry Lu m 0 Z J ROW „D„ 18" O.C. 24" O.C. 36" O.C. 15" O.C. 21 " O.C. 31 " O.C. A$$D$J a PLANT SPACING DIAGRAM SCALE: 1" = 1'-0" ROUND TOPPED SOIL BERM 4" X 8" ABOVE ROOT BALL SURFACE. SHALL BE CONSTRUCTED AROUND ROOT BALL IMPORTED TOPSOIL, SEE PLANS 0- PLANT (TYP) TYPICAL TREE PLANTING ON SLOPE SCALE: 1" = 1'-0" SHRUB 2-3" LAYER OF MULCH. NO MORE THAN 1" OF MULCH )N TOP OF ROOTBALL. REF SPECIFICATIONS FINISHED GRADE MODIFIED SOIL. DEPTH VARIES. (SEE SPECIFICATIONS FOR SOIL MODIFICATION). ROOTBALL RESTS ON EXISTING OR COMPACTED SOIL. ROOTBALL ROUND TOPPED SOIL BERM 4" X 8" ABOVE ROOT BALL SURFACE. SHALL BE CONSTRUCTED AROUND ROOT BALL MODIFIED ROOT BALL AS REQUIRED. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND ROOT BALL IN 6" LIFTS TO BRACE SHRUB. DO NOT OVER COMPACT. POUR WATER AROUND ROOT BALL TO SETTLE THE SOIL. EXISTING SOIL CONTAINER STOCK PLANTING SCALE: 1" = 1'-0" Jc O L Cn c Oc a_L TREE STRAPS SEE SPECS. 1" SLACK, TYP. (2) STAKES. SEE SPECS. FINISH GRADE MULCH DEPTH OF SOIL REMOVAL OR FILL UNMIXED IMPORT SOIL AT 2 DEPTH OF IMPORT SOIL BLEND OF 50% IMPORT SOIL, 50% EXISTING NATIVE SOIL AT 2 DEPTH OF IMPORT SOIL SCARIFIED SURFACE AT BOTTOM OF OVER -EXCAVATION EXISTING SUBGRADE PLANTING SOIL PREPERATION ON GRADE SCALE: 1" = 1'-0" DESIGN GRADE - DESIGN SLOPE SHOULD PASS THROUGH POINT WHERE TRUNK BASE MEETS SUBSTRATE/ SOIL PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND ROOT BALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. POUR WATER AROUND ROOT BALL TO SETTLE THE SOIL. 2-3" MULCH, NO MORE THAN 1 " ON TOP OF ROOT BALL SCARIFY BOTTOM AND SIDES OF PLANTING PIT TO DEPTH SHOWN PERMIT RE -SUBMITTAL REVISION SURVEYED: DESIGNED: VS DRAWN: CJ D 2/12/22 CHECKED: US BY I DATE I APPR I APPROVED: SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM ►-1 SEED PER PLANTING C) PLANS O I N N COMPOST Q EXISTING SUBGRADE J LAWN SOIL SCALE: 1/2" = 1'-0" TREE, REF PLANTING PLAN TREE STRAPS, SEE SPECS 1 " SLACK, TYP. (2) STAKES, SEE SPECS SET ROOT CROWN 1"-2" ABOVE FINISH GRADE. EXPOSE ROOT CROWN IF NECESSARY PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND ROOT BALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. POUR WATER AROUND ROOT BALL TO SETTLE THE SOIL. 2-3" MULCH, NO MORE THAN 1" ON TOP OF ROOT BALL ROUND TOPPED SOIL BERM 4" X 8" ABOVE ROOT BALL SURFACE. SHALL BE CONSTRUCTED AROUND ROOT BALL FINISH GRADE PLANTING SOIL, REF SPEC MIN. WIDTH OF PLANTING PIT 2X WIDTH OF ROOTBALL OR 5'-0'$ SCARIFY BOTTOM AND SIDES OF PLANTING PIT TO DEPTH SHOWN FORM FIRMED SOIL MOUND 3" MAX. HT. L- EXISTING SOIL ' REMOVE BINDING FROM TRUNK, REMOVE BURLAP FROM TOP AND SIDES OF ROOTBALL. TYPICAL TREE PLANTING SCALE: 1" = 1'-0" CITY OF RENTON Planning/Building/Public Works Dept. R-422154 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING , # DEVELOPMENT ENGINEERING Alex Morganroth [1/27/2023] ' Michael Sippo 01/27/2023 ' LINDBERGH HIGH SCHOOL MODERNIZATION 16426128TH AVE SE RENTON, WA 98058 PLANTING DETAILS DATE: 16 SEPT 2022 FIELDBOOK: PAGE: SHEET: OF: 54 64 00 m O O O O N N 7 Cfl 00 O CD N N Al Q m U) rLJJ cj. L1J n AeccDbFace (AeccLand 130) N N O ry f a 19 w Q z w GENERAL EXISTING ELECTRICAL TO BE REMOVED EXISTING ELECTRICAL TO REMAIN NEW ELECTRICAL WORK MATCHLINE OR PROPERTY LINE ENLARGED PLAN BOUNDARY 1 DETAIL/PLAN IDENTIFIER E1.1 A SECTION IDENTIFIER `11t1.1 A ELEVATION IDENTIFIER E1.1 C:DREVISION DEFINITION AREA, AREA ENCIRCLED CONTAINS CHANGES MADE SUBSEQUENT TO PREVIOUS ISSUE Q REVISION CALLOUT FLAG NOTE TAG ODEMOLITION NOTE TAG O EQUIPMENT TAG AHU-01 MECHANICAL EQUIPMENT TAG N NORTH ARROW OLOCATION WHERE PICTURE WAS TAKEN AND DIRECTION LIGHTING A �p DEVICE SUBSCRIPTS a (LIGHT FIXTURE TYPE) 12 �(SWITCHLEG) (CIRCUIT NUMBER) LIGHTING FIXTURES ® (REFER TO LIGHTING FIXTURE SCHEDULE FOR ADDITIONAL INFORMATION) O❑ 11 0 STRIP LIGHTING FIXTURE 04 I1 WALL -MOUNTED LIGHTING FIXTURE EMERGENCY LIGHTING FIXTURES �� (REFER TO LIGHTING FIXTURE SCHEDULE FOR ADDITIONAL INFORMATION) N eia 11-0 POLE -MOUNTED LIGHTING FIXTURE, QUANTITY OF HEADS AS INDICATED ❑-o-❑ DOUBLE HEAD, POLE -MOUNTED, LIGHTING FIXTURE 92-ZS4 LIGHTING TRACK WITH FIXTURES SELF-CONTAINED BATTERY -POWERED EMERGENCY LIGHTING FIXTURE EXIT SIGN, UNIVERSAL MOUNTING (SHADED AREA INDICATES DIRECTION ARROWS) I® EXIT SIGN, WALL -MOUNTED (SHADED AREA INDICATES DIRECTION ARROWS) GROUNDING �e73�I�1�1�]I�CeZK�I�I�I�L�i77 GROUND ROD GROUNDING BUSBAR EQUIPMENT GROUNDING CONNECTION GROUNDING STRAP -6n SWITCH BOARD/SWITCHGEAR 6 PANELBOARD, FLUSH -MOUNTED 6 PANELBOARD, SURFACE -MOUNTED Rom— (FRONT) TRANSFORMER MOTOR CONNECTION ❑, DISCONNECT SWITCH, NON -FUSED 0, DISCONNECT SWITCH, FUSED �+ ENCLOSED CIRCUIT BREAKER vFD VARIABLE FREQUENCY DRIVE MANUAL MOTOR STARTER WITH THERMAL M OVERLOADS �+ COMBINATION STARTER/DISCONNECT ® MAGNETIC STARTER ® EQUIPMENT CONNECTION - CONFIRM CONNECTION WITH EQUIPMENT MANUFACTURER OF/S FIRE/SMOKE DAMPER El (SINGLE CONTROLLER (SINGLE OR MULTIPLE BUTTONS) H EMERGENCY POWER OFF PUSHBUTTON RECEPTACLES P1A-12 ��DEVICE SUBSCRIPTS +42" GF (CIRCUIT NUMBER) (AC,CR,D,EM,GB,GF,IG,SB,TP,USB,WP OR OTHER SUBSCRIPT) (NON-STANDARD MOUNTING HEIGHT OR AC) SPECIAL RECEPTACLE DUPLEX RECEPTACLE FOURPLEX RECEPTACLE SPLIT WIRED DUPLEX RECEPTACLE SIMPLEX RECEPTACLE CORD DROP CORD RECEPTACLE RETRACTABLE CORD REEL RECEPTACLE RESCUE ASSISTANCE SYSTEM Bs RESCUE ASSISTANCE BASE STATION, WALL -MOUNTED RPs RESCUE ASSISTANCE POWER SUPPLY, WALL -MOUNTED RA RESCUE ASSISTANCE CALL STATION, WALL -MOUNTED G Cs EMERGENCY RESPONDERS RADIO SYSTEM ERR EMERGENCY RESPONDERS RADIO CABINET ERAP EMERGENCY RESPONDERS ANNUNCIATOR PANEL SECURITY VIDEO SYSTEM 0. VIDEO SECURITY CAMERA MOUNTING TYPES Y� I(P = PENDANT MOUNTED) (R = ROOF PARAPET MOUNTED) (W = WALL MOUNTED W/ BRACKET) 0► VIDEO SECURITY CAMERA ID 3 �—(WHERE APPLICABLE REPRESENTS THE CAMERA # OR TYPE) 0► CAMERA, CEILING MOUNTED -0— CAMERA, WALL MOUNTED CAMERA, WALL MOUNTED W/ BRACKET C I(180 = 180° VIEW CAMERA) X (360 = 360° VIEW CAMERA) C 3600 CAMERA, CEILING MOUNTED sM SECURITY MONITOR, WALL MOUNTED /7PERMIT RESUBMITTAL 6 CIVIL PERMIT RESPONSE NO. REVISION RACEWAYS AND BOXES 0 JUNCTION BOX OF FURNITURE WALL FEED OUTLET BOX PULL BOX PB XX (WHERE INDICATED, SUBSCRIPT INDICATES PULL BOX TYPE) HANDHOLE HH XX (WHERE INDICATED, SUBSCRIPT INDICATES VAULT TYPE) VAULT El (WHERE INDICATED, SUBSCRIPT INDICATES VAULT TYPE) xx FLOORBOX (WHERE INDICATED, SUBSCRIPT INDICATES FLOOR ®p BOX TYPE) POKE-THRU (WHERE INDICATED, SUBSCRIPT INDICATES OA POKE-THRU TYPE) M POWER POLE, FLOOR TO CEILING SURFACE METAL RACEWAY RACEWAY CONCEALED IN WALL OR IN CEILING (EXPOSED IN UNFINISHED AREAS) RACEWAY RUN BELOW FLOOR OR BELOW GRADE �^^^� FLEXIBLE RACEWAY RACEWAY (CIRCLE DENOTES VERTICAL TRANSITION) RACEWAY CONTINUATION ] RACEWAY STUB WITH BUSHING [—] RACEWAY SLEEVE WITH BUSHING ;—; FIRE STOPPING SLEEVE CABLE TRAY, 12"W x 4"H OVERHEAD, UNLESS OTHERWISE NOTED CABLE TRAY, OVERHEAD LADDER TYPE HOMERUN TO PANEL HA-3 (INDICATES PANEL DESIGNATION AND CIRCUIT NUMBER) #10 (GAUGE OF WIRE OTHER THAN AWG#12) NUMBER OF CONDUCTORS (GROUND CONDUCTOR) (PHASE CONDUCTORS) (NEUTRAL CONDUCTOR) ACCESS CONTROL SYSTEM ACP ACCESS CONTROL PANEL CREDENTIAL/ CARD READER 4(CR/M R = CARD READER, WALL MOUNTED) R/P = CARD READER W/PIN, WALL MOUNTED) CR = CARD READER, MULLION MOUNTED) ❑s DOOR POSITION SWITCH DE DOOR ENTRY STATION, WALL MOUNTED Ms DOOR MASTER STATION, DESK TOP SECURITY BUTTONS/SWITCH, WALL MOUNTED (AO = AUTO OPERATOR) (DR = DOOR RELEASE) XX-(LD = LOCKDOWN) (KS = KEYED SWITCH (PB = PANIC/ DURESS) SECURITY BUTTONS, UNDER DESK MOUNTED ' (DR = DOOR RELEASE) �(LD = LOCKDOWN) (PB = PANIC/ DURESS) REQUEST TO EXIT DETECTOR, WALL MOUNTED �► REQUEST TO EXIT DETECTOR, CEILING MOUNTED ® REQUEST TO EXIT, INTEGRAL MICRO SWITCH REQUEST TO EXIT BUTTON, WALL MOUNTED �s Q HORN, WALL MOUNTED s STROBE, WALL MOUNTED STROBE/HORN, CEILING MOUNTED Ps DOOR HARDWARE POWER SUPPLY (DIV 08) X (X = QUANTITY OF DOORS) EL ELECTRIFIED HARDWARE (EL = ELECTRIFIED LOCKSET/EXIT DEVICE) (ES = ELECTRIFIED STRIKE) (ML = ELECTRIFIED MAGNETIC LOCK) (MH = ELECTRIFIED MAGNETIC HOLD OPEN) SURVEYED: SCALE: DESIGNED: NONE KSR 12/12/22 DRAWN: KSR ONE INCH 10/26/22 CHECKED: AT FULL SCALE TSV IF NOT ONE INCH BY DATE I AP P R 11 APPROVED: SCALE ACCORDINGLY FIRE ALARM SYSTEM DRAWING INDEX C0 O WP CE0.01 ELECTRICAL LEGEND AND SHEET INDEX T_ 04�DEVICE SUBSCRIPTS (TYPICAL ALL SYSTEMS) CE0.02 ELECTRICAL ABBREVIATIONS AND GENERAL NOTES O O +80 (WP, WG OR OTHER SUBSCRIPT) (NON-STANDARD MOUNTING HEIGHT) CE1.00 STREET FRONTAGE PLANS Q N CE1.00L STREET FRONTAGE PHOTOMETRICS & SCHEDULES CV FACP FIRE ALARM CONTROL PANEL CE2.01 ELECTRICAL DETAILS Q FAAP FIRE ALARM ANNUNCIATOR PANEL CE2.02 ELECTRICAL DETAILS J CE2.03 ELECTRICAL DETAILS NAc NOTIFICATION APPLIANCE CIRCUIT QQ HORN/STROBE COMBINATION, WALL -MOUNTED HORN/STROBE COMBINATION, CEILING -MOUNTED TELECOMMUNICATIONS SYSTEM TELECOMMUNICATIONS DEVICE (X = REPRESENTS THE # OF TELECOMMUNICATIONS MODULES) M (W = TELECOMMUNICATIONS WALL PHONE MTD AT +48" AFF) (B = BLANK COVER PLATE) O X (F = MODULAR FURNITURE DEVICE) O (AC =ABOVE COUNTER DEVICE) Oj (S = SURFACE MOUNT) (WAP = WALL MOUNTED WIRELESS ACCESS POINT DATA DEVICE) (y N ABOVE CEILING TELECOMMUNICATIONS DEVICE��' WAP (X = REPRESENTS THE # OF TELECOMMUNICATIONS MODULES) (WAP = WIRELESS ACCESS DEVICE) (SV = SECURITY VIDEO CAMERA) FIRE RESISTANT 3/4" PLYWOOD BACKBOARD ® TWO -POST EQUIPMENT RACK 8 3.65" DOUBLE -SIDED VERTICAL MANAGEMENT ❑ 6" DOUBLE -SIDED VERTICAL MANAGEMENT Cfl e12" DOUBLE -SIDED VERTICAL MANAGEMENT00 N ® FLOOR MOUNTED SERVER ENCLOSURE C:) a ® WALL MOUNTED ENCLOSURE N N U 110 BLOCK WITH LEGS a 66 BLOCK INTRUSION DETECTION SYSTEM IDP INTRUSION DETECTION PANEL -�s KEYPAD, WALL MOUNTED K �s PIR/MOTION DETECTOR, WALL MOUNTED s 3600 PIR/ MOTION DETECTOR, CEILING MOUNTED PHOTO -BEAM DETECTOR, WALL MOUNTED ❑s DOOR POSITION SWITCH T❑ TEMPERATURE PROBE © GLASS BREAK DETECTOR, CEILING MOUNTED -� AUDIO SENSOR, WALL MOUNTED VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM uCITY OF RENTON Planning/Building/Public Works Dept. NOT ALL SYMBOLS MAY APPEAR ON THE DRAWINGS T-422109 R-422155 IN COMPLIANCE WITH CITY OF RENTON STANDARDS FAlex ENT PLANNING �, DEVELOPMENT ENGINEERING rganroth [1/27/20231 Michael Sippo 01/27/2023 J bL m DATE: co LINDBERGH HIGH SCHOOL MODERNIZATION 12 DEC 2022 w 16426128TH AVE SE FIELDBOOK: PAGE: RENTON, WA 98058 DRAWING NO: ELECTRICAL LEGEND AND SHEET INDEX C EO.01 a: SHEET: OF, W 55 64 CL AeccDbFace (AeccL_and130) m CL w Q z w GENERAL NOTES 1. PERFORM WORK IN ACCORDANCE WITH APPLICABLE NATIONAL AND STATE CODES AS AMENDED LOCALLY AND ENFORCED BY THE AHJ. 2. OBTAIN AND PAY FOR PERMITS REQUIRED FOR INSTALLATION OF WORK. ARRANGE AND SCHEDULE REQUIRED INSPECTIONS. 3. COORDINATE WITH UTILITY COMPANIES FURNISHING SERVICES TO PROJECT. INSTALLATION OF UTILITY SERVICES SHALL BE IN ACCORDANCE WITH UTILITY REQUIREMENTS. VERIFY APPLICABLE INSTALLATION STANDARDS AND REQUIREMENTS. PROVIDE AND SUBMIT ELECTRICAL DRAWINGS TO UTILITY FOR APPROVAL PRIOR TO ROUGH -IN AND PRIOR TO ORDERING EQUIPMENT. 4. DEVICE LOCATIONS ARE APPROXIMATE. COORDINATE DEVICE LOCATIONS AND ELEVATIONS WITH APPROPRIATE DOCUMENTS INCLUDING CASEWORK SHOP DRAWINGS AND ARCHITECT'S INTERIOR ELEVATIONS PRIOR TO ROUGH -IN. 5. COORDINATE ELECTRICAL WORK WITH THAT OF OTHER TRADES. REFER TO MECHANICAL, ARCHITECTURAL, STRUCTURAL, CIVIL, AND LANDSCAPE DRAWINGS AND SPECIFICATIONS. COORDINATION SHALL OCCUR PRIOR TO FABRICATION, PURCHASE, AND INSTALLATION OF WORK. 6. COORDINATE LOCATION OF LIGHT FIXTURES AND CEILING -MOUNTED DEVICES WITH ARCHITECTURAL REFLECTED CEILING PLANS AND ELEVATIONS. 7. PROVIDE RATED ENCLOSURES AROUND ALL LIGHT FIXTURES PENETRATING RATED CEILINGS. COORDINATE WITH ARCHITECTURAL. 8. REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR LOCATIONS OF EXPANSION/SEISMIC JOINTS. PROVIDE RACEWAY EXPANSION/SEISMIC JOINTS FOR RACEWAYS CROSSING BUILDING EXPANSION/SEISMIC JOINTS. 9. DEMOLISH EXISTING SYSTEMS AS INDICATED ON PLANS OR AS REQUIRED FOR INSTALLATION OF NEW WORK. MATERIAL SHALL BE REMOVED FROM SITE AND LEGALLY DISPOSED OF OFF SITE UNLESS OTHERWISE DIRECTED. RETURN ITEMS TO OWNER IN EXISTING CONDITION WHEN DIRECTED BY OWNER. 10. COMPLETION OF WORK SHALL BE EXECUTED IN ACCORDANCE WITH THE PROJECT SCHEDULE. SCHEDULE INSTALLATION WITH OTHER TRADES TO ENSURE PROJECT MILESTONES ARE MET. 11. DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL COMPONENTS REQUIRED FOR A COMPLETE INSTALLATION. PROVIDE COMPONENTS REQUIRED FOR COMPLETE AND OPERATIONAL SYSTEMS INCLUDING RACEWAYS, CONDUCTORS, BOXES, SUPPORTS AND SIMILAR ITEMS. 12. BRANCH CIRCUIT HOMERUNS ARE SHOWN TO INDICATE CIRCUIT PROPERTIES AND CONFIGURATION. SINGLE -CIRCUIT HOMERUNS SERVED FROM THE SAME PANELBOARD MAY BE COMBINED IN ACCORDANCE WITH THE DIVISION 26 SPECIFICATIONS, UNLESS INDICATED OTHERWISE. EXTEND AND CONNECT BRANCH CIRCUIT RACEWAY AND WIRING FROM HOMERUN TO DEVICES AND EQUIPMENT WITH CIRCUIT NUMBERS INDICATED. CONDUCTOR QUANTITIES AND SIZES ARE INDICATED AT HOMERUNS ONLY. SHOW ACTUAL RACEWAY ROUTING AND CIRCUITING ON RECORD DRAWINGS. MINIMUM CONDUCTOR SIZE #12 AWG. 13. LIGHT FIXTURES MOUNTED IN CONTINUOUS ROWS SHALL BE THROUGH -WIRED VIA FIXTURE INTERNAL WIREWAYS. CIRCUITS AS INDICATED ON DRAWINGS. FIXTURES NOT LISTED FOR THROUGH WIRING SHALL BE WIRED VIA SEPARATE RACEWAY AND WIRING SYSTEM EXTERNAL TO THE FIXTURES. PROVIDE RACEWAYS, WIRING AND CONNECTIONS FOR A COMPLETE AND OPERATIONAL SYSTEM. 14. LOCATIONS OF RACEWAY, PATHWAY AND SIMILAR ITEMS ARE SHOWN SCHEMATICALLY. COORDINATE INSTALLATION, INCLUDING BUT NOT LIMITED TO CABLING, TELECOMMUNICATION PATHWAYS AND SPACES, AND EXACT LOCATION OF HORIZONTAL AND BACKBONE CABLING WITH LOCATIONS OF FIXED CASEWORK AND BUILDING CONDITIONS AFFECTING THE WORK OF THIS CONTRACT. 15. COORDINATE TELECOMMUNICATIONS WORK WITH THAT OF OTHER TRADES. REFER TO ELECTRICAL, MECHANICAL, ARCHITECTURAL, STRUCTURAL, CIVIL, AND LANDSCAPE DRAWINGS AND SPECIFICATIONS. COORDINATION SHALL OCCUR PRIOR TO FABRICATION, PURCHASE, AND INSTALLATION OF WORK. 16. NEW CABLING INSTALLATIONS SHALL BE CONCEALED IN WALL, CEILINGS, AND BELOW RAISED FLOOR SPACES UNLESS OTHERWISE NOTED ON THE DRAWINGS. CABLING INACCESSIBLE CEILING SPACES SHALL BE INSTALLED AS OPEN CABLING NEAR STRUCTURES AND WALLS OR AS SPECIFICALLY NOTED ON DRAWINGS. SEE SPECIFICATIONS FOR SUPPORT REQUIREMENTS. 17. PROVIDE FIRESTOPPING SYSTEMS FOR CONDUIT AND RACEWAY SYSTEMS AT PENETRATIONS, SLEEVES AND SLOTS OF FIRE RATED CONSTRUCTION FOR HORIZONTAL AND INTRABUILDING PATHWAYS AND SPACES. 18. INTRABUILDING OPTICAL FIBER CABLING SHALL BE CLEARLY AND VISIBLY IDENTIFIED IN PULLBOXES, ENTRANCE POINTS, EACH RISER ROOM, AND 5'-0" BEFORE ENTERING A FREE STANDING RACK UTILIZING AN OPTICAL FIBER CABLE MARKER TAG SYSTEM. 19. CATEGORY 6/6A CABLING: MAINTAIN A MINIMUM SPACING OF 12" FROM ELECTRICAL FEEDERS AND BRANCH CIRCUIT WIRING AND 12" FROM AUXILIARY SYSTEM CABLING. 20. MINIMUM SPACING FROM ELECTRICAL APPARATUS SUCH AS MOTOR DRIVEN EQUIPMENT AND TRANSFORMERS SHALL BE 6-0". SPACING REQUIREMENTS SHALL APPLY TO OPEN CABLING PATHWAYS WHERE EQUIPMENT IS LOCATED ON THE SAME FLOOR, FLOOR ABOVE, FLOOR BELOW, OR IN ROOMS ADJACENT TO SUCH EQUIPMENT AS THOUGH WALLS AND FLOORS DID NOT EXIST. EXCEPTION: BUILDING CONSTRUCTION THAT RESULTS IN CONTINUOUS METALLIC BARRIER BETWEEN ELECTRICAL APPARATUS AND CABLE PATHWAYS SHALL BE CONSIDERED AS SUITABLE SEPARATION. 21. PRIOR TO STARTING TELECOMMUNICATIONS INSTALLATION, CAREFULLY INSPECT INSTALLED WORK OF OTHER TRADES AND VERIFY THAT SUCH WORK IS COMPLETE TO THE POINT WHERE WORK MAY PROPERLY COMMENCE. NOTIFY THE ARCHITECT AND ENGINEER IN WRITING OF CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK. 22. DO NOT BEGIN TELECOMMUNICATIONS INSTALLATION UNTIL ALL UNSATISFACTORY CONDITIONS ARE RESOLVED. BEGINNING WORK CONSTITUTES ACCEPTANCE OF CONDITIONS AS SATISFACTORY. 23. ROUTE CATEGORY 6/6A CABLES TO THEIR ASSIGNED CROSS -CONNECT PER THE IDENTIFICATION LABEL AT EACH TELECOMMUNICATIONS WORKSTATION DEVICE. TERMINATE ALL CABLES ON 48-PORT PATCH PANELS ON RACKS UNLESS OTHERWISE NOTED. 24. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONDUIT, OUTLET BOXES, JUNCTION BOXES, RACEWAY SYSTEMS, ETC. FOR A COMPLETE AND OPERATIONAL PATHWAY SYSTEM FOR ALL TELECOMMUNICATIONS SYSTEMS PER THE SCOPE OF WORK INDICATED ON THE CONSTRUCTION DRAWINGS AND BID SPECIFICATIONS. 25. CABLE TRAY PATHWAYS ABOVE ACCESSIBLE CEILINGS SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. CABLE TRAY PATHWAYS BELOW RAISED FLOOR SPACES SHALL BE PROVIDED BY THE TELECOMMUNICATIONS CONTRACTOR. /7PERMIT RESUBMITTAL 6 CIVIL PERMIT RESPONSE NO. REVISION ABBREVIATIONS A AMPERE AIR CONDITIONING; ALTERNATING CURRENT; AC ABOVE COUNTER AF AMP FUSE; AMP FRAME AFC AVAILABLE FAULT CURRENT AFF ABOVE FINISHED FLOOR AG ABOVE GRADE AHJ AUTHORITIES HAVING JURISDICTION AHU AIR HANDLING UNIT AIC AMPERE INTERRUPTING CURRENT AL ALUMINUM ANSI AMERICAN NATIONAL STANDARDS INSTITUTE AS AMP SWITCH AT AMP TRIP ATM ASYNCHRONOUS TRANSFER MODE ATS AUTOMATIC TRANSFER SWITCH AV AUDIO VISUAL AWG AMERICAN WIRE GAUGE C0 O O SMFC SURFACE -MOUNTED OPTICAL FIBER CABINET 0 O IBC INTERNATIONAL BUILDING CODE SMR SURFACE METAL RACEWAY IC INTERMEDIATE CROSS CONNECT SONET SYNCHRONOUS OPTICAL NETWORK N N IDF INTERMEDIATE DISTRIBUTION FRAME SP SERVICE PROVIDER Q IEEE INSTITUTE OF ELECTRICAL AND ELECTRONIC SPD SURGE PROTECTIVE DEVICE ENGINEERS SPEC SPECIFICATIONS J IG ISOLATED GROUND SPST SINGLE POLE SINGLE THROW IMC INTERMEDIATE METALLIC CONDUIT ST SHUNT TRIP ISDN INTEGRATED SERVICES DIGITAL NETWORK STP SHIELDED TWISTED PAIR SVGA SUPER VIDEO GRAPHICS ARRAY J JUNCTION SW SWITCH SWBD SWITCHBOARD K KIRK KEY KCMIL THOUSAND CIRCULAR MILS kVA KILOVOLT AMPERE KVAR KILOVOLT AMPERE REACTIVE kW KILOWATT LAN LOCAL AREA NETWORK BAS BUILDING AUTOMATION SYSTEM LCP LIGHTING CONTROL PANEL BATT BATTERIES LEC LOCAL EXCHANGE CARRIER BIL BASIC IMPULSE INSULATION LEVEL LT LIGHT BKBD BACKBOARD LTG LIGHTING BKR BREAKER BLDG BUILDING M METER MAN METROPOLITAN AREA NETWORK C CONDUIT; DEGREES CELSIUS M METER CAB CABINET MAN METROPOLITAN AREA NETWORK CAT CATEGORY MAX MAXIMUM CATV COMMUNITY ANTENNA TELEVISION MC MAIN CROSS CONNECT; METAL CLAD (CABLE) CB CIRCUIT BREAKER MCB MAIN CIRCUIT BREAKER CCTV CLOSED CIRCUIT TELEVISION MCC MOTOR CONTROL CENTER CLG CEILING MDF MAIN DISTRIBUTION FRAME CM CEILING -MOUNTED MDP MAIN DISTRIBUTION PANEL CO CONDUIT ONLY MFR MANUFACTURER COW COMPUTER ON WHEELS MH MANHOLE CR CONTROLLED RECEPTACLE MIN MINIMUM CT CURRENT TRANSFORMER MLO MAIN LUGS ONLY CU COPPER MM MULTIMODE MPOE MAIN POINT OF ENTRY D DEDICATED MPOP MAIN POINT OF PRESENCE DDC DIRECT DIGITAL CONTROL MTD MOUNTED DEMARC DEMARCATION POINT MTS MANUAL TRANSFER SWITCH DISC DISCONNECT DIST DISTRIBUTION (N) NEW DSL DIGITAL SUBSCRIBER LINE N NEUTRAL DWG DRAWING NAC NOTIFICATION APPLIANCE CIRCUIT NEC NATIONAL ELECTRICAL CODE (E) EXISTING NEMA NATIONAL ELECTRICAL MANUFACTURERS EA EACH ASSOCIATION EF EXHAUST FAN NF NON -FUSED EIA ELECTRONIC INDUSTRIES ASSOCIATION NIC NOT IN CONTRACT ELEV ELEVATION NL NIGHT LIGHT EM EMERGENCY EMT ELECTRICAL METALLIC TUBING OFC OPTICAL FIBER CABLE ENCL ENCLOSURE OHL OVERHEAD LINE EPM ELECTRONIC POWER METER OL OVERLOAD EPO EMERGENCY POWER OFF OS OCCUPANCY SENSOR EQUIP EQUIPMENT OSP OUTSIDE PLANT ETR EXISTING TO REMAIN EWC ELECTRIC WATER COOLER P POLE PBX PRIVATE BRANCH EXCHANGE F FUSE; DEGREES FAHRENHEIT PF POWER FACTOR FA FIRE ALARM PH PHASE FAAP FIRE ALARM ANNUNCIATOR PANEL PIR PASSIVE INFRARED FACP FIRE ALARM CONTROL PANEL PIV POST INDICATING VALVE FBO FURNISHED BY OWNER PNL PANEL FC FOOT-CANDLE PP PATCH PANEL FURNISHED BY OWNER INSTALLED BY PT POTENTIAL TRANSFORMER FDIC CONTRACTOR PVC POLYVINYL CHLORIDE FOIO FURNISHED BY OWNER INSTALLED BY OWNER FSD FIRE SMOKE DAMPER RC ROOM CONTROLLER RCP REFLECTED CEILING PLAN G GROUND REC RECEPTACLE GB GROUND FAULT CIRCUIT BREAKER REF REFER TO GF GROUND FAULT CIRCUIT INTERRUPTER REV REVISION GFP GROUND FAULT PROTECTION RM ROOM GND GROUND RTRC REINFORCED THERMORESETTING RESIN GRS GALVANIZED RIGID STEEL CONDUIT RU RACK UNIT HC HORIZONTAL CROSS CONNECT HID HIGH INTENSITY DISCHARGE SB STANDBY HP HORSEPOWER SHT SHEET HTR HEATER SLC SIGNALING LINE CIRCUIT Hz HERTZ SM SINGLEMODE s.�� SURVEYED: DESIGNED: KSR 12/12/22 DRAWN: KSR 10/26/22 j CHECKED: TSV BY DATE AP P R APPROVED: SCALE: NONE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM uCITY OF RENTON Planning/Building/Public Works Dept. TBB TELECOMMUNICATIONS BONDING BACKBONE TEL TELEPHONE TELCO TELEPHONE COMPANY TGB TELECOMMUNICATIONS GROUNDING BUSBAR 00 TIA TELECOMMUNICATIONS INDUSTRY ASSOCIATION M TMGB TELECOMMUNICATIONS MAIN GROUNDING C) BUSBAR 0 TP TAMPERPROOF 0 TR TELECOMMUNICATIONS ROOM CV TTB TELEPHONE TERMINAL BOARD (V TV TELEVISION��' TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION TYP TYPICAL UG UNDERGROUND UL UNDERWRITERS LABORATORIES UON UNLESS OTHERWISE NOTED UPS UNINTERRUPTIBLE POWER SUPPLY USB UNIVERSAL SERIAL BUS UTP UNSHIELDED TWISTED PAIR UV UNIT VENTILATOR (C) V VOLTS Ln 00 VA VOLT AMPERES N VFD VARIABLE FREQUENCY DRIVE 0 O W WATT; WIRE N N W/ WITH U W/O WITHOUT WA WORKSTATION AREA WAN WIDE AREA NETWORK WG WIRE GUARD WH WATT HOUR METER WP WEATHERPROOF XMFR TRANSFORMER I Y WYE I Z IMPEDANCE T-422110 R-422156 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNINGDEVELOPMENT ENGINEERING r �' oJ J Alex MC [1/27/2023]Michael Sippo 01/27/2023 Q 6L m DATE:co LINDBERGH HIGH SCHOOL MODERNIZATION 12 DEC 2022 /W 16426128TH AVE SE FIELDBOOK: 1„L PAGE: RENTON, WA 98058 DRAWING NO: ELECTRICAL ABBREVIATIONS AND GENERAL NOTES C EO.02 a: SHEET: OF: W 56 64 CL AeccDbFace (AeccL_and130) 0 0 C) 0 i N N Q J H H H N N n (D LO 00 N O O N N u �, A 11 1 1 10 0 ` 8 , 1 0 I I I 1 I I I 0 I I I I © I I I I I it ® II II I 0 j (TYP) I I O � I I I I 00' CALCULATION SUMMARY CALCULATION AREA MIN. LIGHT LEVEL (FC) AVE. MAINTAINED (FC) UNIFORMITY RATIO (AVG./MIN.) 128TH AVE SE WALKWAY 0.6 2.3 3.8 NORTH CROSSWALK SIDEWALK 2.0 2.3 1.2 SOUTH CROSSWALK SIDEWALK 1.8 2.3 1.3 NORTH CROSSWALK ROADWAY 0.9 1.6 1.8 SOUTH CROSSWALK ROADWAY 1.1 1.6 1.5 0 LUMINAIRE WIRING DIAGRAM NO SCALE LUMINAIRE WIRING SCHEDULE QUANTITY OF PHASE EQUIPMENT QUANTITY OF NO. RACEWAY CONDUIT SIZE PHASE CONDUCTOR GROUND SIZE TRACER WIRES CONDUCTORS SIZE 1 2" SCHED. 40 PVC 2 #8 AWG #8 AWG - 2 3" SCHED. 40 PVC 3 #2 AWG - - 3 2" SCHED. 40 PVC (SPARE) - - - 1 LUMINAIRE POLE SCHEDULE NOTES: GENERAL NOTE: SEE DETAIL 2 ON THIS SHEET FOR LUMINAIRE WIRING DIAGRAM. 1. FIXTURE ON SAME POLE AS PEDESTRIAN FIXTURE. SEE DETAIL RENTON STANDARD DETAIL 117.1. 2. FIXTURE ON SAME POLE AS ROADWAY FIXTURE. SEE DETAIL RENTON STANDARD DETAIL 117.1. SHEET NOTES: 4 1. THE LOCATION OF ALL CONDUIT, JUNCTION BOXES, AND CABINETS SOWN ON THIS PLAN ARE APPROXIMATE ONLY. FINAL 4 LOCATION SHALL BE DETERMINED BY THE CONTRACTOR AND CONFIRMED IN THE FIELD BY THE ENGINEER. 4 2. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, CITY OF RENTON STANDARDS AND WSDOT STANDARDS AND 1 SPECIFICATIONS, CURRENT EDITION. 1 3. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS 4 NECESSARY. 1 ' 4. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE INSPECTOR FOR MATERIALS APPROVAL THREE WEEKS PRIOR TO REQUESTED APPROVAL DATE. 5. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL THE PERTINENT UTILITY AGENCIES 48 HOURS BEFORE COMMENCING WORK, AND SHALL COORDINATE WITH AFFECTED UTILITY AGENCIES THROUGHOUT THE PROJECT. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY OF RENTON IMMEDIATELY UPON DAMAGE 7. POLE FOUNDATIONS SHALL NOT BE EXCAVATED AND POURED BEFORE POLE LOCATIONS ARE APPROVED BY THE ENGINEER. 8. CONTACT ERIC CUTSHALL TRANSPORTATION MANAGER FOR ASSET ID NUMBER AT 425-430-7423. STREET LIGHTING NOTES: 1. THE CONTRACTOR SHALL ACQUIRE AN ELECTRICAL PERMIT FROM THE CITY'S BUILDING DEPARTMENT. THE ELECTRICAL PERMIT SHALL BE KEPT IN THE UPPER BAY OF THE SERVICE CABINET. 2. UPON COMPLETION OF UNDERGROUND INSTALLATION OF POWER FROM POWER VAULT OR POLE TO SERVICE CABINET, NOTIFY THE BUILDING DEPARTMENT. UPON FINAL ELECTRICAL PERMIT APPROVAL, ELECTRICAL INSPECTOR WILL PLACE AN APPROVAL TAG NEXT TO THE METER BASE SO ELECTRICAL SERVICE CAN BE AUTHORIZED. 3. COORDINATE POWER SOURCE AND SERVICE LOCATION WITH UTILITY. 4. CONTACT THE UTILITIES UNDERGROUND LOCATION CENTER AT LEAST 3 DAYS PRIOR TO COMMENCING EARTHWORK. 5. SEE CITY OF RENTON MUNICIPAL CODE AND SECTION J ILLUMINATION DESIGN STANDARDS FOR ADDITIONAL INFORMATION. 6. SEE STREET LIGHTING DETAILS ON SHEETS CE2.01, CE2.02, AND CE2.03 FOR ADDITIONAL INFORMATION. 7. LOCATE LIGHT POLE BASES, JUNCTION BOXES, AND CONCRETE PADS IN ACCORDANCE WITH CITY OF RENTON MUNICIPAL STANDARDS AND ALLOWING FOR SL1 LUMINAIRES TO ADHERE TO MAXIMUM ARM LENGTH REQUIREMENTS AND TO OVERHANG SIDEWALK BY MAXIMUM 2 FEET. LUMINAIRE POLE SCHEDULE LUM. POLE POLE ID MOUNTING INPUT SERVICE/ STREET NAME STATION OFFSET LATITUDE LONGITUDE ARM LENGTH VOLTAGE MANUFACTURER MODEL SERIES CO -LISTED FIXTURE BASE TYPE NOTES NO. NUMBER HEIGHT WATTS CIRCUIT O1 128TH AVE SE 18+76.41 34.94' LT 16'-6" 4'-0" 40 240 CYCLONE LIGHTING DOMIA PENDANT CY55P1A LED SERIES KING LUMINAIRE - K731 LED SERIES FIXED ILLUM. A - O2 128TH AVE SE 18+34.14 32.72' LT 16'-6" 4'-0" 40 240 CYCLONE LIGHTING DOMIA PENDANT CY55P1A LED SERIES KING LUMINAIRE - K731 LED SERIES FIXED ILLUM. A - s O3 128TH AVE SE 17+77.45 41.51' LT 35'-0" 10'-01, 120 240 CYCLONE LIGHTING DOMIA PENDANT CY55P1A LED SERIES KING LUMINAIRE - K831 LED SERIES FIXED ILLUM. A 1 16'-6" 4'-0" 40 240 CYCLONE LIGHTING DOMIA PENDANT CY55P1A LED SERIES KING LUMINAIRE - K731 LED SERIES FIXED ILLUM. A 2 ® 128TH AVE SE 17+02.90 41.51' LT 16'-6" 4'-0" 40 240 CYCLONE LIGHTING DOMIA PENDANT CY55P1A LED SERIES KING LUMINAIRE - K731 LED SERIES FIXED ILLUM. A - O5 128TH AVE SE 16+43.44 41.51' LT 16'-6" 4'-0" 40 240 CYCLONE LIGHTING DOMIA PENDANT CY55P1A LED SERIES KING LUMINAIRE - K731 LED SERIES FIXED ILLUM. A - © 128TH AVE SE 15+83.44 41.51' LT 16'-6" 4'-0" 40 240 CYCLONE LIGHTING DOMIA PENDANT CY55P1A LED SERIES KING LUMINAIRE - K731 LED SERIES FIXED ILLUM. A - s s O7 128TH AVE SE 15+23.74 41.50' LT 35'-0" 10'-01, 120 240 CYCLONE LIGHTING DOMIA PENDANT CY55P1A LED SERIES KING LUMINAIRE - K831 LED SERIES FIXED ILLUM. A 1 16'-6" 4'-0" 40 240 CYCLONE LIGHTING DOMIA PENDANT CY55P1A LED SERIES KING LUMINAIRE - K731 LED SERIES FIXED ILLUM. A 2 ® 128TH AVE SE 14+02.05 32.90' LT 16'-6" 4'-0" 40 240 CYCLONE LIGHTING DOMIA PENDANT CY55P1A LED SERIES KING LUMINAIRE - K731 LED SERIES FIXED ILLUM. A - O9 128TH AVE SE 13+68.08 41.46' LT 16'-6" 4'-0" 40 240 CYCLONE LIGHTING DOMIA PENDANT CY55P1A LED SERIES KING LUMINAIRE - K731 LED SERIES FIXED ILLUM. A - 10 128TH AVE SE 13+43.40 38.74' LT 16'-6" 4'-0" 40 240 CYCLONE LIGHTING DOMIA PENDANT CY55P1A LED SERIES KING LUMINAIRE - K731 LED SERIES FIXED ILLUM. A - 11 128TH AVE SE 13+11.52 28.85' LT 16'-6" 4'-0" 40 240 CYCLONE LIGHTING DOMIA PENDANT CY55P1A LED SERIES KING LUMINAIRE - K731 LED SERIES FIXED ILLUM. A - METRIC PLAN PERMIT RESUBMITTAL - FINAL PERMIT RESUBMITTAL CIVIL PERMIT RESPONSE NO. I REVISION SURVEYED: DESIGNED: 03/06/23 KSR. 12/12/22 DRAWN. KSR 10/26/22 CHECKED: TSV BY DATE APPR APPROVED: SCALE: NONE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M T-422112 R-422156 CITY OF RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS O O O O i N N Q J so H H H (0 Ln 00 N O O N U �, DEVELOPMENT ENGINEERING ' Michael Sippo 04/12/2023 J Q m LINDBERGH HIGH SCHOOL MODERNIZATION 16426128TH AVE SE RENTON, WA 98058 STREET FRONTAGE PHOTOMETRICS & SCHEDULES DATE: 12 DEC 2022 co /W 1„L FIELDBOOK: PAGE: DRAWING NO: C E 1.00 L C a: W SHEET: OF: CL AeccDbFace (AeccLandl30) CO O T- O O O N N Q J 00 co O O O O N N n Cfl 00 N O O N N All AeccDbFace (AeccLandl30) CO O T- O O O N N Q J 00 co O O O O N N n Cfl 00 N O O N N All AeccDbFace (AeccLandl30) CO O T- O O O N N Q J 00 co O O O O N N n Cfl 00 N O O N N All N N 0 W D Pm K14 �� I EX 8" WATER MAIN CI PER RECORD DRAWINGS 116 LF TO NEAREST INLINE VALVE FROM POINT OF PROPOSED CONNECTION CONNECT TO EX 8" WATER MAIN (1) 8" COUPLING y (1) 8" SPOOL (AS NECESSARY) s (1) 2" TEMPORARY BLOWOFF ASSEMBLY FOR FLUSHING/FILLING/TESTING (1) 8" 22 1 /2° BEND (FL) (1) 8" ADAPTER (FLXMJ) (1) 8" GATE VALVE (FLXMJ) W/ THRUST BLOCK 5 LF 8" CLASS 52 DI W i �\ (1) 8" 11 Y4 ° VERTICAL BENDS (RJ) 1 sc,�.i l THRUST BLOCKING '---TP=394.85 62 LF 8" CLASS 52 DI W ( ') (1) 8" 45° BEND (RJ) LC1_J1 W/ THRUST BLOCK 23 LF 8" CLASS 52 DI W---- /...�—TP=393.54 CONNECT TO 6" CLASS 52 DI AND RESET EX FIRE HYDRANT 3 LF 8" CLASS 52 DI W i / 24 LF 6" CLASS 52 DI W PROPOSED FIRE LINE CORSSING OF EX UTILITY TUNNEL TO MATCH REPLACED EX 6" FIRE LINE 7 LOCATION O ! ' l(a) (1) 8" X 6" TEE (FLXMJ)--------- sue% C3.7 (1) 6" GATE VALVE (FLXMJ) (1) 8" x 4" REDUCER (MJ) TP=395.38 \ (1) 8" POOL (AS NECESSARY) �— - W/ THRUST BLOCK 11 47 LF 4" CLASS 52 DI W / \ SEE SHEET SC1.1 FOR 39 WATER PROFILE CONNECT METER TO EX WATER SERVICE H A "=10' V:1 "= 5' m FOR REFERENCE 395 ONLY i1 WATER GENERAL NOTES: ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE SOOS CREEK WATER & SEWER DISTRICT, ALSO REFERRED HEREINAFTER AS "DISTRICT". 2. THE DEVELOPER SHALL FURNISH THE DISTRICT A COPY OF THE COMMERCIAL AND/OR SUBDIVISION PLANS APPROVED BY THE GOVERNING AGENCY PRIOR TO ANY WATER MAIN CONSTRUCTION. 3. PRIOR TO CONSTRUCTING ANY WATER MAINS, THE APPROPRIATE STREETS AND LOTS SHALL BE CLEARED, GRADED, AND STAKED BY THE DEVELOPER/CONTRACTOR AND ALL EXISTING UTILITIES SHALL BE LOCATED. 4. FOLLOWING WATER MAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADES REQUIRING THE MAINS TO BE RECONSTRUCTED SHALL BE MADE AT THE DEVELOPER'S/CONTRACTOR'S EXPENSE. 5. RECONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS OF THE DISTRICT. ALL COSTS FOR INSPECTING SUCH RECONSTRUCTION SHALL BE CHARGED TO THE DEVELOPER IN ADDITION TO THE STANDARD CHARGES, AND SHALL BE PAID BEFORE ACCEPTANCE BY THE DISTRICT. 6. NO WATER SERVICE CONNECTIONS SHALL BE MADE TO THE EXISTING SYSTEM UNTIL COMPLETION OF THE BILL OF SALE AND ALL EASEMENTS. MAKE APPLICATION TO THE DISTRICT FOR WATER METER INSTALLATION FOR EACH WATER SERVICE CONNECTION PRIOR TO MAKING CONNECTION. BILL OF SALE WILL NOT BE PROCESSED UNTIL PUGET SOUND ENERGY HAS EITHER PROVIDED A WORK SKETCH OR INSTALLED THEIR VAULTS, HAND HOLES AND LIGHT STANDARDS, OR THE DEVELOPER HAS PROVIDED A SIGNED HOLD HARMLESS AGREEMENT (FORM SUPPLIED BY THE DISTRICT). 7. ALL COSTS OF WATER MAIN RE -STAKING SHALL BE PAID BY THE DEVELOPER/CONTRACTOR. 8. PROPERTY CORNERS SHALL BE PINNED WITH REFERENCE TACK ON CURBS BY THE DEVELOPER/CONTRACTOR. 9. THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT AT (253) 630-9900 TO SCHEDULE A PRECONSTRUCTION MEETING AT THE DISTRICT OFFICE. AFTER THE PRE -CONSTRUCTION MEETING, THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD REPRESENTATIVE AT LEAST 48 HOURS (REGULAR WORKING DAYS) BEFORE STARTING WORK. 10. THE DEVELOPER/CONTRACTOR SHALL OBTAIN ALL REQUIRED FINAL INSPECTIONS TO MEET PERMIT REQUIREMENTS. INSPECTIONS MUST BE SCHEDULED AT LEAST 48 HOURS IN ADVANCE. 11. CONTRACTOR TO PROVIDE TEMPORARY BLOW OFF LOCATIONS FOR NEW WATER MAIN CUBING, PRESSURE TESTING AND PURITIES. 12. NO CONNECTION TO EXISTING WATER MAINS OR WATER METERS SHALL OCCUR UNTIL AFTER SATISFACTORY WATER PURITIES HAVE BEEN COMPLETED ON NEW WATER MAIN. (1) 8" TEE (FLXMJ) (1) 8" GATE VALVE (FLXMJ) W/ THRUST BLOCK a: sue; 401.76 7-/-DOOR.33 to 4V1 4 d ° ° CONNECT TO EX 8" WATER MAIN (1) 8" 22 1 /2° BEND (FL) (1) 8" ADAPTER (FLXMJ) ° (1) 8" GATE VALVE (FLXMJ) W/ THRUST BLOCK PIS5 / 1 EX 40 <EX 8" WATER MAIN CI PER RECORD DRAWINGS a° 189 LF TO NEAREST zi INLINE VALVE FROM ^ SHEETINDEX SHEET NO. SHEET TITLE C1.0 SODS CREEK WATER PLANS C1.1 WATER DETAILS C1.2 WATER DETAILS VICINITY MAP 10 0 5 10 20 Scale 1"=10' LEGEND — — PROPERTY LINE EX CONTOUR (INDEX) EX CONTOUR 230 PROPOSED CONTOUR (INDEX) 231 PROPOSED CONTOUR SPOT ELEVATION FF 78.0 FINISHED FLOOR ELEVATION EX BUILDING PROPOSED BUILDING CONCRETE PAVEMENT a a. ASPHALT (AC) PAVEMENT HEAVY DUTY ASPHALT PAVEMENT GRIND AND OVERLAY SITE WALL VERTICAL CURB ■❑ CATCH BASIN TYPE 1 (�1 Co CATCH BASIN TYPE 2 ® AREA DRAIN STORM DRAINAGE PIPE FOOTING/SUBSURFACE DRAIN STORM DRAIN CLEANOUT 0 FOOTING DRAIN CLEANOUT • DOWNSPOUTS FRENCH DRAIN SSCO ss SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION (p1 SSMH BOLLARD FIRE HYDRANT WATER FITTINGS WATER SERVICE LINES WATER METER WATER SERVICE LINES FIRE SERVICE LINE FIRE SERVICE CONNECTION ZIKnow what's below. Call before you dig. Dial 811 a z J (n Q Q J C Za (f) Qm mm w oQ aQ o 0 0 00 N Q1 N M a' a �, M L o 3: ^ rn L.L. N �D N a O O n � BASE MAP SHEET 1 R-422162 DRAWING 0 U UUj z Q o_ 0 w w Q Q m 0 z W J °w o 3 U Z `t = o Q U 7 Y m E g Q Q J LL W o 0 U Z CL U Y Q m Q L w o c� o Z m N O� Q � N � z z Z p W U (n 0 > z006 W U) X J W w 0 0 Z = Z Q U Z 0 Q = J LLI (D 0- Q = Z ry W ry m W 0 � Z Q OF 3 SHEET 62 of 64 CONSTRUCTION PROVISIONS (Revised 05-1 6-1 1 ) STANDARD SPECIFICATIONS ALL WORK, MATERIALS AND TESTING SHALL CONFORM TO THE STANDARDS OF SOOS CREEK WATER & SEWER DISTRICT AND THE "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION", CURRENT EDITION, AS PREPARED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION, AND HEREINAFTER REFERRED TO AS THE "STANDARD SPECIFICATIONS," EXCEPT AS HEREIN MODIFIED. 2. TRENCH EXCAVATION, BEDDING AND BACKFILL ALL WORK WITHIN THE RIGHT-OF-WAY SHALL COMPLY WITH ALL PERTINENT PERMITS, THE GOVERNING AGENCY'S CURRENT ROAD STANDARDS, AND THE STANDARD SPECIFICATIONS. ALL MATERIAL FROM CLEARING AND GRUBBING SHALL BE HAULED TO AN APPROVED WASTE DISPOSAL SITE PROVIDED BY THE DEVELOPER/CONTRACTOR. WHEN TRENCHING THROUGH EXISTING PAVEMENT, THE PAVEMENT SHALL BE CUT ON A NEAT -LINE BY SAW CUTTING. TRENCH SIDES SHALL BE KEPT AS VERTICAL AS POSSIBLE GIVEN THE SOIL CONDITIONS. COMPACTION AND RESTORATION SHALL BE DONE AS DETAILED BELOW AND IMMEDIATELY AFTER THE TRENCH BACKFILL IS PLACED SO AS TO CAUSE THE LEAST DISRUPTION TO TRAFFIC. ALL PAVEMENT SHALL BE CUT 1 FOOT OUTSIDE THE EDGE OF THE TRENCH ON EACH SIDE. ANY TRENCH EXCEEDING FOUR FEET IN DEPTH SHALL BE PROVIDED WITH ADEQUATE SAFETY SYSTEMS MEETING THE REQUIREMENTS OF THE WASHINGTON STATE INDUSTRIAL SAFETY AND HEALTH ACT (WISHA), CHAPTER 49.17 RCW, AND ALL REGULATIONS ADOPTED PURSUANT THERETO. THE DEVELOPER/CONTRACTOR SHALL HAVE A STRUCTURAL ENGINEER REVIEW AND STAMP ANY AND ALL SHORING PLANS AND CALCULATIONS. THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR WORKER SAFETY AND THE DISTRICT AND THE DISTRICT'S ENGINEER ASSUME NO RESPONSIBILITY. WHEN NATIVE MATERIAL AT THE TRENCH BOTTOM IS SUITABLE FOR PIPE BEDDING, THE BOTTOM SHALL BE HAND FINISHED TO GRADE SO THAT THE PIPE WILL HAVE UNIFORM SUPPORT ALONG THE BARREL AND BELL. AFTER THE PIPE IS IN PLACE, ADDITIONAL HAND SELECTED NATIVE MATERIAL MEETING THE REQUIREMENTS FOR BEDDING MATERIAL SHALL BE PLACED AND TAMPED AROUND THE PIPE FOR A MINIMUM OF 4 INCHES ABOVE THE CROWN OF THE PIPE. WHEN NATIVE MATERIAL AT THE TRENCH BOTTOM IS STONY OR OTHERWISE NON -UNIFORM, THE TRENCH SHALL BE OVER -EXCAVATED A MINIMUM OF 6 INCHES BELOW THE SPECIFIED GRADE AND A LAYER OF PIPE BEDDING MATERIAL SHALL BE FURNISHED AND PLACED TO THE SPECIFIED GRADE. AFTER THE PIPE IS IN PLACE, ADDITIONAL HAND SELECTED NATIVE MATERIAL MEETING THE REQUIREMENTS FOR BEDDING MATERIAL SHALL BE PLACED AND TAMPED AROUND THE PIPE FOR A MINIMUM OF 4 INCHES ABOVE THE CROWN OF THE PIPE. IF THE NATIVE MATERIAL AT THE TRENCH BOTTOM IS UNSUITABLE FOR FOUNDATION PURPOSES OR WILL HAVE DIFFICULTY PROVIDING UNIFORM BEARING FOR THE PIPE, SUCH MATERIAL SHALL BE REMOVED AND REPLACED WITH A MINIMUM OF 6 INCHES OF COMPACTED FOUNDATION MATERIAL. THE BEDDING MATERIAL SHALL BE CARRIED UP EVENLY ON BOTH SIDES OF THE PIPE SIMULTANEOUSLY IN APPROXIMATELY 6-INCH LAYERS AND EACH LAYER THOROUGHLY COMPACTED WITH APPROPRIATE TOOLS IN SUCH MANNER AS TO AVOID INJURING OR DISTURBING THE COMPLETED PIPELINE. ALL BEDDING AND NATIVE MATERIAL SHALL BE STORED AWAY FROM THE EDGES OF EXCAVATION AND OFF THE PAVED ROADWAY AND SHOULDER. ALL TRENCH BACKFILL SHALL BE MECHANICALLY COMPACTED TO 95% OF THE MAXIMUM DENSITY WITHIN THE RIGHT-OF-WAY AND IN ALL AREAS (PAVED AND UNPAVED) WHERE STREETS, ROADWAY SHOULDERS, DRIVEWAYS, SIDEWALKS, OR PARKING LOTS WILL BE CONSTRUCTED OR RECONSTRUCTED OVER THE TRENCH EXCEPT FOR TRENCHES OVER 8 FEET IN DEPTH. WHEN THE TRENCH DEPTH EXCEEDS 8 FEET TRENCH BACKFILL UP TO 4 FEET FROM THE TOP OF THE TRENCH SHALL BE MECHANICALLY COMPACTED TO 90% OF THE MAXIMUM DENSITY. THE REMAINING TOP 4 FEET OF THE TRENCH SHALL THEN BE MECHANICALLY COMPACTED TO 95% OF THE MAXIMUM DENSITY. IN UNPAVED AREAS AND OTHER AREAS NOT SUBJECT TO VEHICULAR TRAFFIC, TRENCH BACKFILL FROM THE PIPE TO WITHIN 3 FEET OF THE SURFACE SHALL BE COMPACTED TO 90% OF THE MAXIMUM DENSITY. THE UPPER 3 FEET SHALL BE COMPACTED TO 95% OF THE MAXIMUM DENSITY. ALL DENSITIES SHALL BE DETERMINED BY TESTING PER THE MODIFIED PROCTOR METHOD, ASTM D1557. THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING DENSITY TEST REPORTS CERTIFIED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. A MINIMUM OF ONE TEST SHALL BE TAKEN WITHIN EVERY 500 FEET OF TRENCH LENGTH AND AT DEPTHS UP TO 50% OF TRENCH DEPTH, OR AS DIRECTED BY THE DISTRICT'S FIELD REPRESENTATIVE OR THE GOVERNING ROAD AGENCY. COMPACTION OF LATERALS OR SERVICE LINE TRENCHES SHALL ALSO BE TESTED WHERE DIRECTED BY THE DISTRICT'S FIELD REPRESENTATIVE OR THE GOVERNING ROAD AGENCY. TESTING OF CDF, WHEN USED AS REQUIRED BY THE GOVERNING ROAD AGENCY, SHALL BE IN ACCORDANCE WITH ASTM 04832. TRENCH BACKFILL SHALL BE PLACED IN UNIFORM LOOSE LAYERS NO MORE THAN 12 INCHES THICK AND MECHANICALLY COMPACTED AS SPECIFIED. IN ANY TRENCH WHERE THE SPECIFIED COMPACTION CANNOT BE ACHIEVED WITH NATIVE BACKFILL, THE TOP 4 FEET SHALL BE REPLACED AND COMPACTED TO 95% OF THE MAXIMUM DENSITY WITH IMPORTED BANK RUN GRAVEL. THE DISTRICT'S FIELD REPRESENTATIVE RESERVES THE RIGHT TO REQUEST A COMPACTION TEST AT ANY TIME ON THE BACKFILL MATERIAL. IN CUTS TRANSVERSE TO THE ROAD ALIGNMENT AND AT ALL UTILITY CROSSINGS, THE ENTIRE TRENCH SHALL BE BACKFILLED WITH TEE VERTICAL BEND OFFSET ALTERNATE VERTICAL BEND NOTES: HORIZONTAL BEND VALVE ANCHOR 1. ALL CONCRETE FOR BLOCKING SHALL BE A FIVE (5) SACK MIX. 2. ALL BLOCKING SHALL BE POURED AGAINST FIRM, UNDISTURBED EARTH. NTS SOOS CREEK STD W-1 CONCRETE BLOCKING DETAIL CRUSHED SURFACING. BACKFILL SHALL BE PLACED AND MECHANICALLY COMPACTED IN 12-INCH MAXIMUM LIFTS. AFTER BACKFILL AND COMPACTION, AN IMMEDIATE COLD MIX PATCH SHALL BE PLACED AND MAINTAINED IN A MANNER ACCEPTABLE TO THE GOVERNING ROAD AGENCY UNTIL REPLACED WITH PERMANENT SURFACING. ALL PIPE AND FITTINGS SHALL BE LAID "IN THE DRY" UNLESS OTHERWISE APPROVED BY THE DISTRICT. TRENCH EXCAVATIONS SHALL BE DEWATERED BY USING WELL POINT SYSTEMS, SUMPS WITH PUMPS OR OTHER METHODS APPROVED BY THE DISTRICT. DEWATERING SYSTEMS SHALL BE USED IN ACCORDANCE WITH GOOD STANDARD PRACTICE AND SHALL BE EFFICIENT ENOUGH TO LOWER THE WATER LEVEL IN ADVANCE OF THE EXCAVATION AND MAINTAIN IT CONTINUOUSLY TO KEEP THE TRENCH BOTTOM AND SIDES FIRM AND DRY. DEVELOPER/CONTRACTOR SHALL SUBMIT THE DEWATERING PLAN TO THE DISTRICT FOR REVIEW AT LEAST 10 DAYS PRIOR TO COMMENCING ANY DEWATERING WORK. ALL DEWATERING EFFLUENT SHALL BE ROUTED THROUGH A DEWATERING POND PRIOR TO RELEASE. GROUNDWATER SHALL BE CONTROLLED SUCH THAT SOFTENING OF THE BOTTOM OF EXCAVATIONS OR FORMATION OF "QUICK" CONDITIONS OR "BOILS" DURING EXCAVATION SHALL BE PREVENTED AND NO SOIL SHALL BE ERODED INTO THE EXCAVATION FROM THE SIDES OF EXCAVATION. DEWATERING SYSTEMS SHALL BE DESIGNED AND OPERATED SO AS TO PREVENT REMOVAL OF THE NATURAL SOILS. THE DEVELOPER/CONTRACTOR SHALL AT ALL TIMES HAVE ON HAND SUFFICIENT PUMPING EQUIPMENT AND MACHINERY IN GOOD WORKING CONDITION FOR ALL ORDINARY EMERGENCIES, INCLUDING POWER OUTAGES, AND SHALL HAVE AVAILABLE AT ALL TIMES COMPETENT WORKERS FOR THE OPERATION OF SAID EQUIPMENT. DEVELOPER/CONTRACTOR SHALL CONTROL SURFACE RUNOFF SO AS TO PREVENT ENTRY OR COLLECTION OF WATER IN EXCAVATIONS AND SHALL MAINTAIN THE UNDISTURBED STATE OF THE FOUNDATION SOILS AND ALLOW THE PLACEMENT OF ANY BACKFILL TO THE REQUIRED DENSITY. THE RELEASE OF GROUNDWATER TO ITS STATIC LEVEL SHALL BE PERFORMED IN SUCH A MANNER AS TO MAINTAIN THE UNDISTURBED STATE OF THE NATURAL FOUNDATION SOILS, PREVENT DISTURBANCE OF COMPACTED BACKFILL, AND PREVENT FLOTATION OR MOVEMENT OF STRUCTURES AND PIPELINES. DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL PERMIT REQUIREMENTS AND PROVISIONS FOR MONITORING AND MANAGING WATER DISCHARGED FROM THE EXCAVATION. 3. COVER OVER PIPELINES THE DEPTH OF COVER FOR WATER MAINS SHALL BE 36-INCHES FOR 8-INCH DIAMETER AND SMALLER MAINS AND 48-INCHES FOR MAINS OVER 8-INCHES IN DIAMETER. DEPTH OF COVER AT DITCH LINES SHALL MEET THE SAME REQUIREMENTS. EXCEPTIONS WILL BE ALLOWED ONLY WITH THE PRIOR APPROVAL OF THE DISTRICT. 4. CONNECTION TO EXISTING WATER SYSTEM THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD REPRESENTATIVE AND OTHER UTILITIES AT LEAST 48 HOURS IN ADVANCE OF ANY CONSTRUCTION AND MAKE THE NECESSARY ARRANGEMENTS WITH THE DISTRICT'S FIELD REPRESENTATIVE FOR THE CONNECTION TO THE EXISTING WATER MAIN. THE DEVELOPER/CONTRACTOR SHALL NOT OPERATE ANY GATE VALVE OF THE WATER SYSTEM BEFORE, DURING OR AFTER CONSTRUCTION WITHOUT PRIOR APPROVAL OF THE DISTRICT. THE DEVELOPER/CONTRACTOR SHALL FURNISH ALL MATERIAL, EQUIPMENT AND LABOR NECESSARY FOR MAKING THE CONNECTION UNDER THE SUPERVISION OF THE DISTRICT. THE 48 HOUR NOTICE REQUIREMENT SHALL NOT COUNT SATURDAYS, SUNDAYS, AND HOLIDAYS. WORK SHALL NOT BE STARTED UNTIL ALL OF THE MATERIAL, EQUIPMENT AND LABOR NECESSARY TO PROPERLY COMPLETE WORK IS ASSEMBLED ON THE SITE. ONCE WORK IS STARTED ON A CONNECTION, IT SHALL PROCEED CONTINUOUSLY WITHOUT INTERRUPTION AND AS RAPIDLY AS POSSIBLE UNTIL THE CONNECTION IS COMPLETED. BEFORE ORDERING MATERIALS FOR ANY CONNECTION TO AN EXISTING WATER MAIN, DEVELOPER/CONTRACTOR SHALL EXCAVATE THE WATER MAIN AND VERIFY OUTSIDE DIAMETER OF ALL PIPES FOR DETERMINATION OF TYPES OF FITTINGS TO BE USED. THE DEVELOPER/CONTRACTOR SHALL COORDINATE ALL WORK WITH THE DISTRICT'S FIELD REPRESENTATIVE. 5. SEPARATION OF UTILITIES MINIMUM SEPARATION BETWEEN WATER AND SEWER MAINS SHALL CONFORM TO SECTION C1-9.1 OF THE "CRITERIA FOR SEWAGE WORKS DESIGN", CURRENT EDITION, AS PUBLISHED BY THE DEPARTMENT OF ECOLOGY. MINIMUM SEPARATION BETWEEN OTHER UTILITIES SHALL BE 6 INCHES WITH A SAND CUSHION. WATER MAINS SHALL PASS UNDER STORM SEWERS WHEN NECESSARY TO MAINTAIN THE MINIMUM COVER REQUIREMENTS FOR WATER MAINS. THERE SHALL BE NOT LESS THAN A SIX-INCH CUSHION BETWEEN THE WATER MAINS AND THE STORM SEWERS. PUGET SOUND ENERGY VAULTS, HAND HOLES AND LIGHT STANDARDS SHALL BE LOCATED NO CLOSER THAN 10 FEET FROM ANY WATER MAINS, FIRE HYDRANTS, AND BLOW -OFF ASSEMBLIES AND NO CLOSER THAN 5 FEET FROM ANY WATER SERVICES. DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATION OF VAULTS, HAND HOLES, AND LIGHT STANDARDS WITH THE WATER MAINS, SERVICES, FIRE HYDRANTS, AND BLOW -OFF ASSEMBLIES. NO CONSTRUCTION SHALL START UNTIL THE DEVELOPER HAS FURNISHED THE DISTRICT WITH A WORK SKETCH FROM PUGET SOUND ENERGY OR A SIGNED HOLD HARMLESS AGREEMENT (FORM SUPPLIED BY THE DISTRICT) IS PROVIDED. 6. THRUST BLOCKING ALL FITTINGS SHALL BE BLOCKED WITH POURED CONCRETE AGAINST UNDISTURBED SOIL WITH SUFFICIENT CONCRETE AND 3/4-INCH ANCHOR RODS, IF REQUIRED, TO RESIST THE RESULTANT FORCES. BLOCKING SHALL PROVIDE FOR REMOVAL OF ANY CONNECTION TO THE FITTING WITHOUT DAMAGE TO THE FITTING. WHERE UNFAVORABLE GROUND CONDITIONS ARE ENCOUNTERED, SPECIAL BLOCKING WILL BE REQUIRED AS DIRECTED BY THE DISTRICT IN THE FIELD. WHEN DIGGING NEAR FITTINGS ON EXISTING PIPELINES, TEMPORARY BLOCKING SHALL BE INSTALLED TO PREVENT BLOWOUTS. THRUST BLOCKING SHALL CONFORM TO THE STANDARD DETAILS. 7. WATER WORKS TESTING PRESSURE TESTING OF LINES SHALL BE IN ACCORDANCE WITH SECTION 7-09.3(23) OF THE STANDARD SPECIFICATIONS. TEST PRESSURE SHALL BE THE EXISTING SYSTEM LINE PRESSURE PLUS 150 PSI, BUT IN NO CASE SHALL THE TEST PRESSURE BE LESS THAN 250 PSI. MAINS SHALL BE DISINFECTED PER SECTION 7-09.3(24) OF THE STANDARD SPECIFICATIONS. THE DEVELOPER/CONTRACTOR SHALL CUBE AND FLUSH ALL NEW WATER MAINS WHILE BEING OBSERVED BY THE DISTRICT'S FIELD REPRESENTATIVE. DISTRICT SHALL FURNISH THE CUBES FOR THE DEVELOPER/CONTRACTOR WHO SHALL THEN BE RESPONSIBLE FOR CUBING THE NEW WATER MAINS. DEVELOPER/CONTRACTOR SHALL COORDINATE WITH DISTRICT'S FIELD REPRESENTATIVE FOR THE LOCATIONS TO BE CUBED. AFTER THE CUBES HAVE BEEN FLUSHED FROM THE SYSTEM, THE REST OF THE FLUSHING, CHLORINATING, PRESSURE AND PURITY TESTS SHALL BE COMPLETED. THE DISTRICT SHALL BE RESPONSIBLE FOR COLLECTING THE SAMPLES AND OBTAINING THE BACTERIOLOGICAL TESTS. 8. REPAIR OF PIPELINE FAILURES BROKEN OR OTHERWISE DEFECTIVE PIPE SHALL BE REMOVED AND REPLACED. REPAIR BANDS OR CLAMPS SHALL NOT BE USED TO REPAIR BROKEN PIPE. 9. JACKED CROSSING AT LOCATIONS AS REQUIRED BY THE DISTRICT OR GOVERNING ROAD AGENCY, OR AS PROPOSED BY THE DEVELOPER, WATER MAIN CROSSINGS OF ARTERIAL STREETS SHALL BE MADE BY JACKING, DRIVING, OR AUGURING A STEEL CASING PIPE BENEATH THE SURFACE. ALIGNMENT AND GRADE OF CASINGS FURNISHED SHALL BE SUCH THAT NO ADDITIONAL FITTINGS ARE NECESSARY TO MAKE THE CONNECTION. IF THE CASING DOES NOT MEET THIS REQUIREMENT, IT SHALL BE ABANDONED BY FILLING THE CASING WITH MOIST SAND AND A NEW CASING INSTALLED TO MEET THE LINE AND GRADE REQUIREMENTS. NO OPEN EXCAVATION SHALL BE MADE CLOSER THAN 6 FEET FROM THE EDGE OF PAVEMENT. DIAMETER OF CASING PIPE SHALL BE SUFFICIENT TO ALLOW INSTALLATION OF THE WATER PIPE. WALL THICKNESS SHALL BE SUFFICIENT TO WITHSTAND INSTALLATION FORCE AND HIGHWAY LOADING WITH A MINIMUM THICKNESS OF 1/-INCH. AFTER THE WATER PIPE HAS BEEN ADJUSTED TO GRADE, MOIST SAND SHALL BE TAMPED INTO THE CASING PIPE SO THAT ALL VOIDS WILL BE FILLED. MANUFACTURED CASING SPACERS THAT PROHIBIT MOVEMENT OF THE PIPE IN ANY DIRECTION WITHIN THE CASING MAY BE USED IN LIEU OF FILLING THE VOID BETWEEN THE WATER MAIN AND THE CASING WALL WITH SAND. 10. WATER SUPPLY WATER SUPPLY FOR FILLING, TESTING AND FLUSHING OF THE NEW MAINS MAY BE AVAILABLE FROM THE EXISTING DISTRIBUTION SYSTEM; HOWEVER, THE DEVELOPER/CONTRACTOR WILL BE BILLED BY THE DISTRICT FOR THE WATER USED AT THE CURRENT COMMERCIAL METER RATE. THE DEVELOPER/CONTRACTOR MAY PROVIDE HIS OWN METERING FACILITIES TO THE SATISFACTION OF THE DISTRICT OR ACCEPT THE QUANTITIES ESTIMATED BY THE DISTRICT. 11. EXISTING UTILITIES EXISTING UTILITIES SHOWN ON ANY REFERENCE DRAWINGS PROVIDED BY THE DISTRICT HAVE BEEN PLOTTED FROM THE BEST INFORMATION AVAILABLE TO THE DISTRICT. THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES WELL ENOUGH IN ADVANCE OF THE EXCAVATION TO PREVENT DAMAGE DURING CONSTRUCTION. THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS OPERATIONS ON THE PROJECT. THE DEVELOPER SHALL RELOCATE OR REPLACE ANY EXISTING FIRE HYDRANTS LOCATED WITHIN 50 FEET OF THE DEVELOPMENT TO MEET THE DISTRICT'S REQUIREMENTS IF NEW CONSTRUCTION BY THE DEVELOPMENT CREATES A SAFETY HAZARD OR A NON -COMPLIANT CONDITION WITH DISTRICT STANDARD SPECIFICATION REQUIREMENTS. 12. WARRANTY PERIOD THE DEVELOPER MAKING THE APPLICATION FOR A LINE EXTENSION SHALL BE RESPONSIBLE FOR THE MATERIALS AND FOR SATISFACTORY OPERATION OF THE FACILITY FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE OF THE COMPLETED PROJECT AND THE BILL OF SALE TO THE DISTRICT. ......... ......... ......... ......... ........ 14'LF 8"C LASS, 52DIW@ 1.3% ................ EX BUILDING 1 1 LF 8" CLASS 52 DI W @ 1.0% :::::::::::::::::::::::::: ......... 47 �� LF 4 CLASS 52 DI 1.0% :.................................. ........ .... ..................................................................................................................................... ......... ......... :................................................. .W .@ 7 LF 8" CLASS 52 DI W © 1.0% - _,- - i.. . --- --- - --- .. ..... .� .- ....- . .... -- . i.. .... .......... . i..i.. ... �::. ....... ......... ...... ......... ......... ......... ...... ..... ......... ......... �. . �. ih .. ...................... ...........................F........ .......... :................................ ............... :............................................... .................................................. :................................................. ..................... ........................ ............................ ................... ......... .. ....................................... .............................. . 8''ST ORM. I ........ ..... ... :::: ::::::::: ::::::::: ::::::::: ::: I 3.... ::':::::::::I::::: ......... .. WATER METER ............... STA:20+63.36 .....:.. . STA.20+81.66 ................................................................................................:.................................................:.................................................:............................ ��.... 4 WATER CONNECTION .................................... : $ 45 BEND .........`.... ": EX: 4.INATER ::::::::::::::::::::::: ..... . ...: :..... ..... STA:20+70.57 .... ; .,,.. 8.SEWER:::::::::: . . ::::::::: 8;, 45` BEND .:::::: IE : 389.03 .. .......:. STA:10+98.81 = . STA:20+95.98 ... ......... ......... 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WM AS REQ'D DI CL. 52 SPOOL LENGTH AS LENGTH AS x LF REQ'D NEEDED NEEDED MJ SLEEVE W/MEGA-LUGS PROPOSED UTILITY (SEE NOTE BELOW) EX. DI OR A/C WM - - - - - . - - - - - -- ---- EX. DI OR A/C WM VERT. THRUST BLOCK DI CL. 52 SPOOL x LF REQ'D W/ REBAR STRAPS (TYP. OF 2) (TYP. OF 2) 45" BEND (MJxMJ) PROPOSED DI CL. 52 WM W/MEGA-LUGS (TYP. OF 4) ALL BELLS BETWEEN FITTINGS 12" MIN. VERT. CLEARANCE SHALL HAVE FIELD-LOK GASKETS BETWEEN UTILITY & TOP OF WM UNLESS OTHERWISE SHOWN ON PROFILE, IF CROSSING GRAVITY SEWER MIN. 18" VERT. CLEARANCE REQUIRED (SEE NOTE 2 BELOW) NOTES: 1. MEGA -LUGS SHALL NOT BE USED ON EXISTING WATER MAIN PIPE IF EXISTING PIPE IS CLASS 50 D.I. OR A.C. PIPE. MJ SLEEVE TO BE INSTALLED ON CLASS 50 D.I. PIPE. TRANSITION COUPLING TO BE INSTALLED ON A.C. PIPE. BLOCKING SHALL BE DETERMINED IN FIELD BY DISTRICT FIELD REPRESENTATIVE. 2. SANITARY SEWER SHOULD BE LOCATED BELOW WATER MAINS IF POSSIBLE. GRAVITY SEWERS MAY BE LOCATED ABOVE WATER MAINS AS LONG AS THERE IS 18" MIN. SEPARATION AND THE WATER MAIN IS CASED FOR AT LEAST 10' EACH SIDE OF THE CROSSING. 3. PRESSURE SEWER MAINS SHALL ONLY BE LOCATED BELOW WATER MAINS WITH 18" MIN. SEPARATION. WATER MAIN SHALL ALSO BE CASED FOR 10' EACH SIDE OF CROSSING. NTS SOOS CREEK STD W-92 TYPICAL UTILITY CROSSING PLAN 4"-/2„ FINISH GRADE ETAIL 3LOCKING T BOX SHALL BE NDARD WA TER ER BOX PER AIL W-17. INSTALL ON VAUL T SIDE W1 TH THE LEAST CONFLICTS. 8" MIN. ORGANIC TOPSOIL TOPSOIL PER KCC 16.82.700 PIT RUN 3" MINUS .3' MIN. 95% COMPACTON CRUSHED ROCK 5/8"-1 1 /2" NA Tl - MA TERIAL IF APPROVED BY PIT RUN 3" MINUS DISTRICT AND 90% COMPACTION CRUSHED ROCK PERMITTING AGENCY 5/8"-1 1/2" 12" MIN. 90% COMPACTION SAND -SOIL ENGINEER APPROVAL & COMPACTION TEST REQUIRED PEA GRAVEL 5/8" MINUS CRUSHED 6" MIN. 2"-4" ROCK OR SOILS ENGINEERING 90% COMPACTION OTHER MATERIAL DETAIL NEEDED 1 LISTED ABOVE NOTES: BEDDING -IN RIGHT OF WAY, DRI VEWA Y PAkKING L 0 TS, PAVED AREAS, AND NON PAVED AREAS. BEDDING FOR RIGID PIPE -NATIVE MATERIAL UNLESS JUDGED UNSUITABLE BY THE DISTRICT AND PERMITTING AGENCY. TRENCH BACKFILL, BEDDING AND MATERIAL TO CONFORM TO PERMITTING AGENCY SPECIFICATIONS AND DISTRICT STANDARDS. TRENCH WIDTHS NOMINAL PIPE DIAMETER MINIMUM EARTH MINIMUM ROCK MAXIMUM 2 18 24 36 3 18 24 36 4 18 24 36 6 21 24 36 8 24 24 36 12 28 28 40 (IN INCHES) NTS SOOS CREEK STD W-34 TYPICAL TRENCH DETAIL (OUTSIDE ROADWAY) METER SIZE VAULT SIZES CATALOG# VAULT# COVER# BASE# 3" 575-LA 575-BL 57TL-S-332P 575-BL 4" 575-LA 575-BL 57TL-S-332P 575-BL 6" 675-LA 675-ML 675-TL-30C 675-BL GENERAL NOTES: 1. PAINT ALL INTERIOR METAL INCLUDING PIPE, VALVES, AND FITTINGS WITH TWO COATS OF EPDXY AS APPROVED BY THE ENGINEER. USE TNEMEC SERIES 135 CHEMBUILD MODIFIED POLYAMIDOAMINE EPDXY. APPLY PER MANUFACTURERS INSTRUCTIONS. 2. THE ABOVE VAULT SIZES WERE SUPPLIED BY UTILTY VAULT CO. AS A REFERENCE FOR REQUIRED VAULT DIMENSIONS. SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL. 3. ALL ACCESS COVERS MUST BE MARKED "WATER", AND BE LOCKING, & TRAFFIC BEARING. AS REQUIRED BY DIST. WITH THREE (3) TAPPED 5/8" HOLES (SEE DWG. 26C). SQUARE HATCH MAY BE USED, SUBJECT TO APPROVAL BY DISTRICT. 4. CLASS 52 D.I.PIPE IS REQUIRED. 5. ALTERNATE METHODS OF RESTRAINT SHALL BE APPROVED BY THE DISTRICT. MATERIAL LIST 2 2 WATERTIGHT 1O HATCH --------eASTIRON OR ALUMINUM MANHOLE GRATE AND COVER (30"x 6") SEE #3 ABOVE SEALED Y4" 90' PVC \,-,Y4" 2 O LADDER RUNGS BAST IN PLACE 3 4" GALV. BAR AT 12" O.C. OR FABRICATED ALUMINUM LADDER SECURED 5BEND ELECTRICAL AT TOP AND BOTT M. V PVC CONDUIT 3 CONCRETE VAULT SUBMIT DETAILS FOR APPROVAL. (SEE TABLE ABOVE) 4 6 1 4O METER COMPOUND WATER METER FLG. x FLG. SUPPLIED BY DISTRICT. a SO MAIN VALVE TWO EACH, AWWA, FL x MJ W/RESTRAINTS GATE VALVES WITH HANDWHEEL. MUST BE LOCATED INSIDE t�0 OF VAULT. O 6O COUPLING ADAPTER -9NE EACH, CAST IRON, (FLANGE BY MECHANICAL JOINT) COUPLING ADAPTER. O O 7D FLOOR DRAIN 4' PVC, SLOPED TO STORM SEWER OR DAYLIGHT TO DRAINAGE DITCH. 16 12" MIN ;r\- ALTERNATE: WATERPROOF VAULT W/ XYPEX. ALTERNATE MUST BE APPROVED BY THE DISTRICT CONC.SEE PIPE AND WILL BE ALLOWED ONLY IF DAYLIGHT DRAIN IS EXTENDED OVER 300 FEET. BLOCKING . '° . SLEEVE DETAIL SPOOL SPOOL PLANE -END x FLANGED D.I.P. (CL52) ADJUSTABLE PIPE �► 9O 1-1/2" VALVE ENO EA. BRASS GATE VALVES FOR BY-PASS. SADDLE SUPPORT (GRINNELL #264 10 BEND TWO EA. 1-1/2 INCH 90' BRASS BENDS. OR EQUIV.) ELEVATION 11 UNION ENE EA. 1-1/2 INCH TWO-PART UNION BRASS. 12 BY-PASS PIPE ---t-1/2 INCH BRASS PIPE AS NEEDED. PIPE SLEEVE LEAD & OAKUM OR 13 SADDLE ENO EA. 1-1/2 INCH SMITH BLAIR TYPE 313 OR EQUAL. "• EPDXY SEALANT PIPE 14 TEE 1/2"x 1-1/2" BRASS TEE. 15 BUSHING 1 1/2"x 3/4" BUSHING WITH 3/4" PLUG. 4 CEMENT DRY PACK 16 WATER MAIN CLASS 52 DUCTILE IRON PIPE WITH MEGALUG RESTRAINED JOINTS. PIPE SLEEVE DETAIL 17 WALL FLANGE TWO EACH NTS � NTS SOOS CREEK STDW-26A 4" WATER METER SOOS CREEK STDW-26A 4" WATER METER 5 MATERIALS (Revised 05-1 6-1 1) 2. 3 4. 5. DUCTILE IRON PIPE ALL DUCTILE IRON PIPE SHALL CONFORM TO SECTION 9-30.1(1) OF THE STANDARD SPECIFICATIONS. PIPE SHALL BE CLASS 52 CONFORMING TO LAYING CONDITION TYPE 2, SHALL BE LINED WITH CEMENT MORTAR PER ANSI/AWWA C104/A21.4-95, AND SHALL BE SEAL COATED. JOINTS SHALL BE PUSH -ON TYPES WITH RUBBER GASKETS, WHICH FIT INTO ANNULAR GROOVES. JOINTS AT VALVES OR FITTINGS MAY BE MECHANICAL JOINT OR FLANGED DEPENDING ON SPECIFICATION AND DRAWING REQUIREMENT. DUCTILE IRON PIPE MANUFACTURED AND DISTRIBUTED BY PACIFIC STATES CAST IRON PIPE COMPANY SHALL BE MANUFACTURED AFTER 1988. RESTRAINED JOINTS FOR -DUCTILE IRON PIPE SHALL BE U.S. PIPE FIELD LOCK GASKET SYSTEM OR APPROVED EQUAL. FITTINGS FITTINGS FOR DUCTILE IRON PIPE SHALL CONFORM TO SECTION 9-30.2(1) OF THE STANDARD SPECIFICATIONS AND MAY BE FLANGED, MECHANICAL OR PUSH -ON AS REQUIRED. FLANGED FITTINGS SHALL CONFORM TO A CLASS 125 PRESSURE RATING. MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED WITH MEGA -LUG RESTRAINING DEVICES OR APPROVED EQUAL. RESTRAINING DEVICES SHALL BE MANUFACTURED OF HIGH STRENGTH DUCTILE IRON, ASTM A536, GRADE 65-45-12. BOLTS AND CONNECTING HARDWARE SHALL BE OF HIGH STRENGTH LOW ALLOY MATERIAL IN ACCORDANCE WITH ANSI/AWWA C111/A21.11. ALL RESTRAINING DEVICES SHALL HAVE A WATER WORKING PRESSURE RATING EQUIVALENT TO THE FULL RATED PRESSURE OF THE PIPE ON WHICH THEY ARE INSTALLED, WITH A MINIMUM 2:1 SAFETY FACTOR IN ANY NOMINAL PIPE SIZE. NOTARIZED CERTIFICATION FROM THE MANUFACTURER OF THE RESTRAINT DEVICE SHALL BE PROVIDED WITH SUBMITTALS. THE EXTERIOR OF ALL DUCTILE IRON FITTINGS SHALL BE COATED WITH BITUMINOUS PAINT. FIRE HYDRANTS HYDRANTS SHALL CONFORM TO AWWA C-502, EXCEPT AS HEREIN MODIFIED. HYDRANTS SHALL HAVE A MINIMUM OF 5-1/4-INCH MAIN VALVE OPENING WITH TWO 2-1/2-INCH HOSE CONNECTIONS AND ONE 4-1/2-INCH PUMPER CONNECTION. ALL PORTS SHALL BE FURNISHED WITH NATIONAL STANDARD HOSE THREAD AND 1-1/4-INCH OPERATING NUTS THAT TURN COUNTERCLOCKWISE TO OPEN. THE PUMPER CONNECTION SHALL BE EQUIPPED WITH A 5-INCH STORZ ADAPTER MEETING OR EXCEEDING THE FOLLOWING SPECIFICATIONS. A. STORZ ADAPTER AND CAP SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARD COAT ANODIZED. :��:I:1�_117�:�1:1:i�[:l��l:>•:/1�/�l�i�L:�.`l��.Yy:���i�E.`iE:�:3i_1J_1:�/_1�11��[:>•l�leL`>A 1:1 icy_ 81=1:1.:l1411111XINF.AlMTNIIImmilk [:xe-A 1:1mWEt:]ATi9W_lI:II D. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8-INCH COATED STAINLESS STEEL AIRCRAFT CABLE. E. CAP TO BE CONNECTED AND DISCONNECTED WITH STORZ WRENCHES ONLY. TORQUE TO BE SUFFICIENT SO CAP CANNOT BE REMOVED BY HAND. HYDRANTS SHALL BE FURNISHED WITH A 6-INCH MECHANICAL JOINT OUTLET, TWO 3/4-INCH DIAMETER TIE RODS, OR MEGA -LUGS, A 6-INCH AUXILIARY GATE VALVE WITH VALVE BOX, AND A RISER TO SUIT TRENCH DEPTH AT EACH INSTALLATION. THE GATE VALVE SHALL BE FLANGED TO THE MAIN TEE. HYDRANT SHALL BE FURNISHED WITH A BREAK -OFF FLANGE ON THE BARREL AND A BREAK -OFF COUPLING FOR THE STEM. HYDRANTS SHALL CONFORM TO DISTRICT STANDARDS. ALL FIRE HYDRANTS SHALL BE M & H STYLE 929 RELIANT, MUELLER CENTURION MODEL A-423, CLOW MEDALLION OR WATEROUS PACER NO. WB-67. NOZZLES SHALL BE FITTED WITH RENEWABLE BRONZE NIPPLE LOCKED IN PLACE. MAINTAIN 3 FEET CLEARANCE BETWEEN HYDRANT AND PROPERTY OR EASEMENT LINE. TYPE 1 BLUE REFLECTIVE MARKERS AS DESCRIBED IN SECTION 9-21.1 OF THE STANDARD SPECIFICATIONS SHALL BE INSTALLED AS REQUIRED BY THE GOVERNING ROAD AGENCY. FIRE HYDRANTS SHALL BE EQUIPPED WITH STEAMER AND HOSE PORT THREADS IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL FIRE PROTECTION DISTRICT. THE HYDRANT SHALL BE CLEANSED AND PRIME COATED WITH A HEAVY-DUTY BRUSH TYPE PRIMER OR APPROVED EQUAL. ALL HYDRANTS SHALL BE PAINTED YELLOW WITH TWO TOPCOATS OF OIL RESISTANT ENAMEL, BRUSH TYPE OR APPROVED EQUAL. THE DISTANCE FROM THE HYDRANT TO THE 6-INCH GATE VALVE SHALL BE STENCILED ON THE HYDRANT WITH 2-INCH LETTERS. DURING THE CHLORINATING PROCESS FOR THE NEWLY LAID PIPE, ALL VALVES ASSOCIATED WITH THE FIRE HYDRANTS SHALL BE OPERATED WHILE THE PIPELINE IS FILLED WITH THE CHLORINATING AGENT AND UNDER NORMAL OPERATING PRESSURE. aIN=:17:11`011Weill-Al 11hl:>•IeL91M GUARD POSTS SHALL NOT BE INSTALLED WITH FIRE HYDRANT ASSEMBLIES UNLESS REQUIRED BY DISTRICT. IF GUARD POSTS ARE REQUIRED BY DISTRICT, THEY SHALL BE MADE OF REINFORCED CONCRETE, 8 INCHES IN DIAMETER, 6 FEET LONG AND BURIED TO A MINIMUM DEPTH OF 3 FEET. GUARD POSTS SHALL BE SET WITH THEIR TOPS AT THE SAME ELEVATION AS THE BONNET FLANGE OF THE HYDRANT. THE EXPOSED PORTION OF THE GUARD POSTS SHALL BE PAINTED WITH 2 COATS OF EXTERIOR CONCRETE PAINT, COLOR AS DESIGNATED BY THE DISTRICT. GATE VALVES GATE VALVES SHALL BE OF THE SIZE AND TYPE INDICATED ON THE DRAWINGS WITH BRONZE -MOUNTED RESILIENT SEAT WEDGING DEVICES CONFORMING TO AWWA C509 OR AWWA C515. VALVES SHALL BE COATED PER AWWA C550 WITH NON -RISING STEMS, OPEN COUNTERCLOCKWISE, AND BE EQUIPPED WITH AN 0-RING STUFFING BOX. VALVE END CONNECTIONS MAY BE FLANGED, MECHANICAL JOINT OR PUSH -ON AS REQUIRED. ALL FLANGE FACES SHALL BE MACHINED AND DRILLED TO STRADDLE THE VERTICAL CENTERLINE. VALVE STEM EXTENSIONS WITH PLATE WELDED TO OPERATING NUT WILL BE REQUIRED WHERE OPERATING NUT IS MORE THAN 4 FEET BELOW SURFACE. THE VALVE STEM EXTENSION TOP SHALL BE INSTALLED WITHIN 18 INCHES TO 24 INCHES BELOW FINISH GRADE AND SHALL HAVE A 2-INCH SQUARE OPERATING NUT AND SELF -CENTERING ROCK PLATE SUPPORT. LOCK DOWN SET SCREWS SHALL NOT BE USED ON VALVE OPERATING NUT EXTENSIONS. MANUFACTURER SHALL PROVIDE CATALOG DATA, NET WEIGHT, AND ASSEMBLY DRAWINGS OF ALL VALVES TO BE PURCHASED AND INSTALLED AS WELL AS AN AFFIDAVIT OF COMPLIANCE. ALL VALVES SHALL HAVE A WATER WORKING PRESSURE RATING EQUIVALENT TO THE FULL RATED PRESSURE OF THE PIPE ON WHICH THEY ARE INSTALLED, WITH A MINIMUM 2:1 SAFETY FACTOR IN ANY NOMINAL PIPE SIZE. 6. VALVE BOX VALVE BOX SHALL BE CAST IRON SERIES 940B AS MANUFACTURED BY OLYMPIC FOUNDRY OR APPROVED EQUAL WITH LID MARKED "WATER". ALL BOXES SHALL BE ADJUSTED TO MATCH THE FINISH GRADE AT THE VALVE LOCATION. ALL VALVE BOX COVERS SHALL BE PAINTED BLUE. ORIENT THE VALVE BOXES SO THE "EARS" ARE SET THE SAME AS THE PIPE DIRECTION. PROVIDE 4-INCH THICK BY 2-FOOT WIDE ASPHALT OR CONCRETE COLLAR AROUND VALVE BOX COVERS IN UNIMPROVED AREAS, LANDSCAPE AREAS AND EASEMENTS. 7. VALVE MARKER POSTS VALVE MARKER POSTS SHALL BE FURNISHED AND INSTALLED WITH EACH VALVE UNLESS THE VALVE IS LOCATED IN THE PAVEMENT OR IN A VAULT. MARKER POSTS SHALL BE CONCRETE WITH 4-INCH MINIMUM SQUARE SECTION, 42-INCH LENGTH, AND SHALL BE REINFORCED WITH ONE 3/8" X 39" BAR OF REINFORCING STEEL. MARKERS SHALL BE PLACED AT THE EDGE OF THE RIGHT-OF-WAY OPPOSITE THE VALVE OR AS DIRECTED BY THE DISTRICT WITH 18 INCHES OF THE POST EXPOSED ABOVE GRADE. THE EXPOSED PORTION SHALL BE PAINTED WITH TWO COATS OF WHITE EXTERIOR CONCRETE PAINT WITH THE SIZE OF THE VALVE AND THE DISTANCE IN FEET AND INCHES TO THE VALVE STENCILED WITH BLACK PAINT ON THE FACE OF THE POST USING A STENCIL THAT WILL PRODUCE LETTERS TWO INCHES HIGH. 8. WET TAPS TAPPING SLEEVE SHALL BE JCM 432 OR ROMAC "SST" STAINLESS STEEL SLEEVES WITH FULL COVERAGE RUBBER GASKET, OR EPDXY COATED LONG PATTERN SLEEVE, OR APPROVED EQUAL. VALVE SHALL BE A RESILIENT SEATED VALVE MADE FOR TAPPING, U.S. PIPE METROSEAL 250 OR APPROVED EQUAL. REFER TO THE GATE VALVE DESCRIPTION FOR ADDITIONAL DETAILS. SUBMITTALS REQUIRED FOR ALL WET TAP MATERIALS. 9. WATER SERVICES AND METERS NEW SERVICE LINES SHALL BE CLASS 200, HI-MOL OR APPROVED EQUAL AND SHALL CONFORM TO THE STANDARD DETAILS AND SECTIONS 9-30.6 AND 9-30.6(3)B OF THE STANDARD SPECIFICATIONS. INSTALL PLASTIC -COATED 16-GAUGE COPPER TRACER WIRE ALONG TOP OF ALL PLASTIC SERVICE PIPES. ATTACH BARE WIRE TO ANGLE AND CORPORATION STOPS. CONNECTIONS FROM PIPE TO ANGLE AND CORPORATION STOPS SHALL BE WITH COMPRESSION PACK JOINTS. METER BOXES SHALL BE AS CALLED OUT ON THE STANDARD DETAILS. METER BOXES AND LIDS LOCATED IN DRIVEWAYS OR SIDEWALKS SHALL BE TRAFFIC BEARING AS APPROVED BY THE DISTRICT. WATER SERVICES SHALL BE LOCATED BY MUTUAL AGREEMENT BETWEEN DEVELOPER, DISTRICT, AND OTHER UTILITY COMPANIES. PAINT SERVICE LOCATIONS ON CURB WITH BLUE PAINT. METER BOXES SHALL BE FURNISHED AND INSTALLED BY DEVELOPER/CONTRACTOR. WATER SERVICE SHALL BE LOCATED NO CLOSER THAN 5 FEET FROM POWER VAULTS, HAND HOLES AND LIGHT STANDARDS. ALL SERVICE LINES SHALL BE ONE -INCH MINIMUM, AND SHALL BE CONTINUOUS AND UNSPLICED FROM CORPORATION STOP TO METER AND SHALL HAVE 6 INCHES OF SAND BEDDING SURROUNDING THE SERVICE LINE. EXPANSION LOOPS ARE TO BE HELD AS FLAT AS POSSIBLE WITH NO REVERSE GRADE. WATER MAIN SERVICE SADDLE AND CORPORATION STOP WITH COMPRESSION ADAPTER SHALL BE LOCATED AT APPROXIMATELY 10° ABOVE SPRING LINE PER THE STANDARD DETAIL. THE DEVELOPER/CONTRACTOR SHALL NOT BACKFILL ANY SERVICE LINES UNTIL ALL BRASS FITTINGS ASSOCIATED WITH THAT SERVICE LINE HAVE BEEN INSPECTED AND ACCEPTED BY THE DISTRICT. EXISTING WATER SERVICES, WHICH NEED TO BE ABANDONED, SHALL BE DISCONNECTED AT THE WATER MAIN CORPORATION STOP. THE DEVELOPER/CONTRACTOR SHALL COORDINATE WITH THE DISTRICT'S FIELD REPRESENTATIVE AS REQUIRED. 10. IMPORTED GRAVEL MATERIAL PIPE BEDDING SHALL CONFORM TO SECTION 9-03.12(3) OF THE STANDARD SPECIFICATIONS. FOUNDATION GRAVEL SHALL CONFORM TO SECTION 9-03.17 OF THE STANDARD SPECIFICATIONS. BANKRUN GRAVEL FOR TRENCH BACKFILL SHALL CONFORM TO SECTION 9-03.19 OF THE STANDARD SPECIFICATIONS, EXCEPT AT TRANSVERSE CUTS TO THE ROAD ALIGNMENT OR AT UTILITY CROSSINGS, WHICH SHALL BE BACKFILLED WITH CRUSHED GRAVEL SURFACING OR AS REQUIRED BY THE GOVERNING AGENCY. DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND DISPOSING OF ANY EXCESS EXCAVATED SOIL MATERIAL AT AN APPROVED DISPOSAL SITE. 11. CRUSHED GRAVEL SURFACING CRUSHED GRAVEL SURFACING SHALL CONFORM TO THE REQUIREMENTS OF SECTION 9-03.9(3) OF THE STANDARD SPECIFICATIONS. 12. ASPHALT CONCRETE PATCH AND OVERLAY ASPHALT CONCRETE SURFACING FOR PATCHING AND OVERLAY SHALL CONFORM TO SECTION 5-04.2 AND 5-04.3 OF THE STANDARD SPECIFICATIONS. ASPHALT CONCRETE SURFACING SHALL MEET CLASS 1/2-INCH, P.G. 58-22 GRADING REQUIREMENTS, OR AS REQUIRED BY THE GOVERNING ROAD AGENCY. FOR REFERENCE ONLY w 0 m O z z a 2i w J > �> z ww 0 z w� Z� 3 0 aQ o oQ o Y m E 0 0 1 o J w 00 N Q1 ['V M � L Ew O ^ LL N N -6 Q �6 N O p OMl � N N 1 cn cn a 3 U Y _ Q m 0 N W w N J - F- V) 2 > 0 N � z z z 0 w U\ z _ Q / O 06 w U) X J w W 00 z = z Q U Z � � Q _ _j Lu V 0- Q = z w m ry w o � z Q R-422164 BASE MAP SHEET 3 DRAWING OF 3 SHEET 64 of 64