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Home My WebLink AboutEngineered Plan - 2017■ GENERAL NOTES: 501L TEST LOGS:. j A.) NEITHER DRIVEWAYS NOR PARKING AREAS ARE ALLOWED OVER SEPTIC SYSTEM TEST HOLE 1: EL= 11.8± UNLESS H-20 COMPONENTS ARE USED. B.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UN- LESS CONSTRUCTED AS SHOWN. ANY CHANGES SHALL BE APPROVED IN WRITING. C.) CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. CONSTRUCTION NOTES DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL TEXTURE (USDA) 501L COLOR (MUN5ELL) SOIL OTHER MOTTLING O- I G Cf FILL ;a NONE I G-27 Ab FINE LOAMY SAND I OYR 3/2 NONE 27-43 1 B LOAMY SAND I I OYR GIG I NONE 43-113 1 C I MEDIUM TO COARSE SAND I I OYR 7/31 NONE j PERC AT 5 1 " 592 GPD > 550 GPD REQUIRED " 4" DIA INSPECTION PORT FINISHED WITH. SCREW CAP NOTE: A GARBAGE DISPOSAL IS NOT PERMITTED WITH THIS DESIGN. 2 r 7 GROUNDWATER STANDING AT III " TEST HOLE 2: EL= I I .G± 1.) ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5, AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH. 2.) SEPTIC TANK(5), GREASE TRAP(5), DOSING CHAM5ER(5) AND DISTRIBUTION BOX(ES) SHALL BE SET ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY COMPACTED, OR ON A G INCH CRUSHED STONE BASE. 3.) SEPTIC TANK(S) SHALL MEET A5TM STANDARD C 1 127-93 AND SHALL HAVE AT LEAST THREE 20" DIAMETER MANHOLES THE MINIMUM DEPTH FROM THE BOT DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUNSELL) 501L OTHER MOTTLING 0-11 Cf FILL ;a NONE 1 1-20 Ab FINE LOAMY SAND I OYR 3/2 NONE 20-35 B LOAMY SAND i I OYR GIG NONE [-3-5-1 OG C I MEDIUM TO COAR5E SAND I OYR 7/3 NONE 592 GPD > 550 GPD REQUIRED " 4" DIA INSPECTION PORT FINISHED WITH. SCREW CAP NOTE: A GARBAGE DISPOSAL IS NOT PERMITTED WITH THIS DESIGN. 2 r 7 GROUNDWATER STANDING AT TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48". DATE OF TESTING: 9-27-2017 4.) SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OF G" PERCOLATION RATE: LESS THAN 2 MIN/INCH IN C I LAYERS. ABOVE THE FLOW LINE OF THE SEPTIC TANK AND SHALL BE INSTALLED ON THE WITNESSED BY: R. REEDY, EIT, J.M. O'REILLY � ASSOCIATES, INC. CENTERLINE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE. A. VONHONE, AGENT, YARMOUTH HEALTH DEPARTMENT NO WATER ENCOUNTERED 5.) RAISE COVERS OF THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST USE A LOADING RATE OF 0.74 GPD/SF FOR 52ING OF SOIL ABSORPTION SYSTEM. CONCRETE WATER TIGHT RISERS OVER INLET AND OUTLET TEES TO WITHIN G" OF FINISH GRADE, OR AS APPROVED BY THE LOCAL BOARD OF HEALTH AGENT. G.) PIPING SHALL CONSIST OF 4" SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LE55 THAN I%. 7.) DISTRIBUTION LINES FOR 501L ABSORPTION SYSTEM (AS REQUIRED) SHALL BE 4" DIAMETER SCHEDULE 40 PVC LAID AT 0.005 FT/FT. LINE SHALL BE CAPPED AT END OR AS NOTED. 8.) OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST 2' BEFORE PITCHING TO SOIL ABSORPTION SYSTEM.. WATER TEST DISTRIBUTION BOX TO ASSURE EVEN DISTRIBUTION. 9.) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF G" MEASURED BELOW THE OUTLET INVERT, 10.) BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CONSIST OF 3/4" TO 1-1 /2" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST AND SHALL BE INSTALLED BELOW THE CROWN OF THE DISTRIBUTION LINE TO THE BOTTOM OF THE SOIL ABSORPTION SYSTEM. BASE AGGREGATE SHALL BE COVERED WITH A 2" LAYER OF 1/8" TO 1/2" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST. 1 1.) VENT SOIL ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET; WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS, TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED. 12.) SOIL ABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9" OF CLEAN MEDIUM SAND (EXCLUDING TOPSOIL). , 13.) FINISH GRADE SHALL BE A MAXIMUM OF 3G" OVER THE TOP OF ALL SYSTEM COMPONENTS, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, DOSING CHAMBER AND SOIL ABSORPTION SYSTEM. SEPTIC TANKS SHALL HAVE A MINIMUM COVER OF 9". 14.) FROM THE DATE OF INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL RECEIPT OF A CERTIFICATE OF COMPLIANCE, THE PERIMETER OF THE SOIL ABSORP- TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. 15.) THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER IF THI5 SYSTEM RE- QUIRES A VARIANCE) AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE PERMIT AND APPROVED PLANS. 48 HOURS ADVANCE NOTICE IS REQUESTED. I G.) SOIL REMOVAL: THE EXISTING FILL, TOPSOIL AND SUBSOIL (Cf, 'A' �'B' HORIZONS) SHALL BE REMOVED FOR A DISTANCE OF 5 FEET FROM THE EDGE OF THE LEACH FIELD AND DOWN TO THE MEDIUM TO COARSE SAND ('C I' LAYER). AREA TO BE BACKFILLED WITH CLEAN "TITLE 5" SAND. THE SAND SHALL BE COMPACTED SO AS TO AVOID SETTLEMENT. 17.) THE EXISTING SEPTIC TANK SHALL BE BE EQUIPPED WITH THE TEES, GAS BAFFLE AND FILTER, AS OUTLINED BELOW IN THE FLOW PROFILE. 18.) THE EXISTING LEACH PITS SHALL BE PUMPED, FILLED AND ABANDONED. ANY PORTION OF THE CONCRETE PIT, CONTAMINATED SOILS OR STONE WITHIN 5 FEET OF THE LEACH FIELD SHALL BE REMOVED AND REPLACED WITH CLEAN TITLE 5 SAND, COMPACTED TO MINIMIZE SETTLEMENT. WATERTIGHT TANK5: 1. HYDRAULIC/NON-SHRINK CEMENT SHALL BE USED FOR ALL PIPE FITTINGS FOR THE TANKS AND ALL RISERS. 2. WATER TEST: THE PROPOSED SEPTIC TANK SHALL BE TESTED FOR A PERIOD OF 72 HOURS 50 AS TO ENSURE WATERTIGHTNESS. GROUNDWATER :ADJUSTMENT: GROUNDWATER ENCOUNTERED AT EL= 2.8 (fH2) INDEX WELL - MIW-29, ZONE,A ADJUSTMENT FOR SEPTEMBER = 1.7 FEET MAX. ADJUSTED GROUNDWATER EL= 4.5± i i PLAN VIEW PUMP NOTE5 * REQUIREMENTS: I SCALE: I"= 10' 1.) ALARM SHALL BE A RED WARNING LIGHT WITH AUDIBLE ALARM LOCATED WITHIN THE DWELLING. 2.) THE CORDS FOR THE FLOATS SHALL BE ONE CONTINUOUS PIECE FROM THE PUMP CHAMBER TO THE DISCONNECT PULL BOX. THE CORDS SHALL BE ENCASED IN 3" ELECTRICAL CONDUIT. 3.) ALARM AND PUMP TO BE WIRED TO DIFFERENT CIRCUITS. 4.) ALL PUMP, WIRING, ALARM, AND FLOAT INSTALLATIONS SHALL CONFORM TO MASSACHUSETTS STATE PLUMBING AND MASSACHUSETTS STATE ELECTRICAL CODES AS WELL AS TO MANUFACTURER'S SPECIFICATIONS. 5.) PUMP SHALL BE LIBERTY LE -41 A 4/10 HP PUMP (OR EQUAL) MEETING MAXIMUM REQUIREMENTS OF 100 GPM AND I O' OF TOTAL DYNAMIC HEAD. INSTALLER TO VERIFY PUMP WITH MANUFACTURER FOR FLOW AND TDH. G.) 27" FROM PUMP ON FLOAT TO INLET INVERT PROVIDES 5G I GALLONS OF STORAGE. BUOYANCY CALCULATIONS: 1000 GALLON PUMP CHAMBER UPLIFT = 1,550 LBS < 8,240 LBS (TANK WEIGHT) TOTAL OF FOUR (4) COVERS FLOW PROFILE: TWO ON EXISTING SEPTIC TANK, ONE ON PUMP CHAMBER AND 24 C.I. FRAME AND NOT TO SCALEONE ON D -BOX COVER TO FINISH j GRADE. 24" DIAMETER CONCRETE COVERS RAISED TO WITHIN G" OF FINISH TOP OF FOUNDATION GRADE (OR AS NOTED) EL= (SEE NOTE #5) a Existin EL= 12.7± z Exi5tincj EL= 1 2.4± Fm 77 iR �'v� '.•'� 11.2+ - .1 ......-_..... -i-rri V 'iV 10.2± 1011 14" 9.9± -- ; �� 3" T 4 0 T EXISTING 9.7 GAS BAFFLE �• AND OUTLET FILTER OUTLET FILTER: EXISTING G, USE ZABEL NCH OR EQUAL SEPTIC FILTER "A I Soo" - 18 1000 GALLON TAN K EXISTING PROPOSED c• 1 5Y5TEM DE51GN CALCULATIO_N5: SEWAGE DE51GN FLOW: Gate Valve 5 BEDROOM DWELLING @ 110 GPD = 550 GPD 4" PVC VENT LEACHING CAPACITY REQUIRED: j ;a 5 BEDROOMS (MAX.) @ 110 GPD = 550 GPD REQUIRED i SEPTIC TANK CAPACITY REQUIRED: NOT TO SCALE MA DAILY FLOW = 550 GPD @ 200% = 1 100 GAL. REQUIRED - - PVC SEPTIC TANK CAPACITY PROVIDED: Existin j FL= I I .G± UTILIZE THE EXISTING 1000 GALLON SEPTIC TANK LEACHING CAPACITY PROVIDED: I Hole ;' ONE (1) 40.0'X 20.0' X 0.5' LEACHING FIELD CAN LEACH: -32 Vt=(40 X 20) X 0.74 GPD/5F = 592 GPD X 12.34 592 GPD > 550 GPD REQUIRED " 4" DIA INSPECTION PORT FINISHED WITH. SCREW CAP NOTE: A GARBAGE DISPOSAL IS NOT PERMITTED WITH THIS DESIGN. 2 r 7 INSTALL: 1 TO FIN15H GRADE ONE (1) - 1000 GALLON PUMP CHAMBER, MONO -POUR *.51" ONE(I) - LIBERTY LE -4 I A, 4/10 HP EFFLUENT PUMP, WITH ALARM AND FANEI.". 2" LAYER OF 1/8" - 1/2" STONE ONE (1) - G OUTLET DISTRIBUTION BOX (H-20 Rated) ® ONE(I) - 40'x 20'x G" LEACH FIELD I PLAN VIEW PUMP NOTE5 * REQUIREMENTS: I SCALE: I"= 10' 1.) ALARM SHALL BE A RED WARNING LIGHT WITH AUDIBLE ALARM LOCATED WITHIN THE DWELLING. 2.) THE CORDS FOR THE FLOATS SHALL BE ONE CONTINUOUS PIECE FROM THE PUMP CHAMBER TO THE DISCONNECT PULL BOX. THE CORDS SHALL BE ENCASED IN 3" ELECTRICAL CONDUIT. 3.) ALARM AND PUMP TO BE WIRED TO DIFFERENT CIRCUITS. 4.) ALL PUMP, WIRING, ALARM, AND FLOAT INSTALLATIONS SHALL CONFORM TO MASSACHUSETTS STATE PLUMBING AND MASSACHUSETTS STATE ELECTRICAL CODES AS WELL AS TO MANUFACTURER'S SPECIFICATIONS. 5.) PUMP SHALL BE LIBERTY LE -41 A 4/10 HP PUMP (OR EQUAL) MEETING MAXIMUM REQUIREMENTS OF 100 GPM AND I O' OF TOTAL DYNAMIC HEAD. INSTALLER TO VERIFY PUMP WITH MANUFACTURER FOR FLOW AND TDH. G.) 27" FROM PUMP ON FLOAT TO INLET INVERT PROVIDES 5G I GALLONS OF STORAGE. BUOYANCY CALCULATIONS: 1000 GALLON PUMP CHAMBER UPLIFT = 1,550 LBS < 8,240 LBS (TANK WEIGHT) TOTAL OF FOUR (4) COVERS FLOW PROFILE: TWO ON EXISTING SEPTIC TANK, ONE ON PUMP CHAMBER AND 24 C.I. FRAME AND NOT TO SCALEONE ON D -BOX COVER TO FINISH j GRADE. 24" DIAMETER CONCRETE COVERS RAISED TO WITHIN G" OF FINISH TOP OF FOUNDATION GRADE (OR AS NOTED) EL= (SEE NOTE #5) a Existin EL= 12.7± z Exi5tincj EL= 1 2.4± Fm 77 iR �'v� '.•'� 11.2+ - .1 ......-_..... -i-rri V 'iV 10.2± 1011 14" 9.9± -- ; �� 3" T 4 0 T EXISTING 9.7 GAS BAFFLE �• AND OUTLET FILTER OUTLET FILTER: EXISTING G, USE ZABEL NCH OR EQUAL SEPTIC FILTER "A I Soo" - 18 1000 GALLON TAN K EXISTING PROPOSED c• Ln j1 i Gate Valve '2" dia. Force Main 4" PVC VENT I ;a d. Alarm ON l NOT TO SCALE MA r 3/8' Bleedsr - PVC DEED BOOK Existin j FL= I I .G± Existin EL= I I .G± -�iN5PECTION NOTE: Hole ;' 11.07 -32 I !j PRIOR 10 FINAL INSPECTION BY THE ENGINEER, SYSTEM X 12.34 9" Min - PROPOSED " 4" DIA INSPECTION PORT FINISHED WITH. SCREW CAP I �14EEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. ll� 2" DIA INLET TEE 9.75 TO FIN15H GRADE OVERHEAD UTILITY SERVICE *.51" UNDERGROUND UTILITY SERVICE 2" LAYER OF 1/8" - 1/2" STONE j ® TEST HOLE / BORING LOCATION - 1-1 /2" STONE SEPTIC TANK 10.90 10.30 Ploats shall be installed 1 L IL 2" DROP 9.G0 9.G0 I : 5o they can be reached FIRE HYDRANT ® WELL 4" DIA.5CH 40 PVC DRAINAGE MANHOLE ® 14 from manhole cover. a :(^ -x-x- Longest Run 10' 40' �- - .9± 23' 1.T PROPOSED 1000 GALLON 'FARCE MAIN NOTES: EL=2.8± 013115ERVED GROUNDWATERTH I CONCRETE MONOPOUR 1.) WITCH 2" FORCE MAIN BACK TO DB -G PUMP CHAMBER PUMP CHAMBER R D -BO ti 2.) ,1 C.F. POURED CONCRETE THK'J5T BLOCKS SHALL BE INSTALLED H-20 AT EVERY BEND IN PIPE PUMP CHAMBER FLOAT DETAIL: NOT TO SCALE Inlet EL=9.75 Storage Volume b�---Alarm (27" - 5G 1 Gallons) Pump On 5 111 "� Cycle Volume (G" - 125± Gallons) Pump ON/OFF 18" Sump Bottom of Tank 'FLOAT INSTALLATION NOTES: 1.) FLOATS SHALL BE INSTALLED WITH A CABLE WEIGHT j OR TETHERED TO THE DISCHARGE LINE WITH A MOUNTING CLAMP. 2.) FLOATS SHALL BE INSTALLED SO THAT THEY CAN BE ACCESSED FROM OUTLET MANHOLE COVER. 3.) FLOATS MUST BE INSTALLED 50 THAT THEY ARE FREE TO MOVE THROUGHOUT IT'S TRAVEL AND NOT CONTACT THE PUMP BODY, PIPING, OR OTHER OBJECTS. It I I I 13,0 I X Ln j1 i Z 4" PVC VENT I d. :r CAP BY'SWEETAIR' l NOT TO SCALE MA PLAN BOOK I G3 PAGE I DEED BOOK Existin j FL= I I .G± Existin EL= I I .G± -�iN5PECTION NOTE: 32 - EX15TING CONTOUR -32 I !j PRIOR 10 FINAL INSPECTION BY THE ENGINEER, SYSTEM X 12.34 9" Min - PROPOSED " 4" DIA INSPECTION PORT FINISHED WITH. SCREW CAP I �14EEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. ll� 2" DIA INLET TEE I 0 89" Min - 3G" Max TO FIN15H GRADE OVERHEAD UTILITY SERVICE -U- UNDERGROUND UTILITY SERVICE 2" LAYER OF 1/8" - 1/2" STONE j ® TEST HOLE / BORING LOCATION - 1-1 /2" STONE SEPTIC TANK 10.90 10.30 DISTRIBUTION BOX 1 L 501L ABSORPTION 5Y5TEM 2" DROP 9.G0 9.G0 I CATCH BASIN "PERF" FIRE HYDRANT ® WELL 4" DIA.5CH 40 PVC DRAINAGE MANHOLE ® CONCRETE BOUND, FOUND PIPING @ 0.005 FT/FT PITCH TOP OF BANK -x-x- Longest Run 10' 40' �- - EL=4.5_+ HIGH GROUNDWATER EDGE OF CLEARING 1.T EL=2.8± 013115ERVED GROUNDWATERTH I 40'x 20'x GII LEACHING FIELD ti l PLAN SCALE I " = 20' THIS AREA IS SERVED BY TOWN WATER. 4 x 1U.9 CB(FND)" �o ROUTE 28 3T ' Existing 1000 Gallon Septic Tank, D -Box and Two(2) Leach Pits (Per 9 Inspection Report) SEE NOTES i 7 � 18 TOP OF CONC. BOUND 10.2 EL= 10.4± DATUM: 1988 NAVD X 10.3 PROPOSED 40 MIL HDPE LINER TOP OF LINER AT ELEV I O.G BOTTOM OF LINER AT ELEV 8.G LENGTH OF LINER GO FEET rMIAI O X 10,4 PROPOSED VENT X 11.5 FLOOD NOTE: PROPERTY 15 MAPPED IN A ZONE'X' ADJACENT FLOOD BOUNDARY 15 ZONE AE, BFE I I 9 1 V # l; NOV 02 2017 1 �iEALTH DEPT i '' NORThEAST CONSTRUCTION COMPANY .t� IN �'.N P.O. F30X 2350 BREWSTER, MA 02G31 � O'FiEILLY CIV;L O. 40.7n SITE SEWAGE D15POSAL SYSTEM DESIGN '°' 17G SOUTH SEA AVENUE, WEST YARMOUTH, MA J M O'REILLY & ASSOCIATES INC. 0 20 40 60 Professional Engineering & Land Surveying Services SCALE I "=20' 1573 Main Street - Route 6A P.O. Bos 1773 (508)896-6601 Office Brewster, MA 02631 (508)896-6602 Fax DATE: SCALE: BY: CHECK: JOB NUMBER: r -8392 G:\AAJobs\NORTHEAST CQN57t3392.50UTI-� SEA AVE\DWG\8392.5D5 PLAN.dwgdwg 10-1 G-2017 AS Noted JMO JMO l i Ln n LOCUS Z o Lewis BaY Acker / d. WEST YARMOUTH, NOT TO SCALE MA PLAN BOOK I G3 PAGE I DEED BOOK 7279 PAGE 305 A55E550R5' MAP 17 PARCEL 135 LEGEND 32 - EX15TING CONTOUR -32 PROPOSED CONTOUR X 12.34 EXISTING SPOT GRADE 24x5 PROPOSED SPOT GRADE -W- WATER SERVICE LINE -o- OVERHEAD UTILITY SERVICE -U- UNDERGROUND UTILITY SERVICE -G- GAS SERVICE LINE ® TEST HOLE / BORING LOCATION ST SEPTIC TANK DB DISTRIBUTION BOX SAS 501L ABSORPTION 5Y5TEM Reserve RESERVED FOR FUTURE UTILITY POLE ® CATCH BASIN FIRE HYDRANT ® WELL ® DRAINAGE MANHOLE ® CONCRETE BOUND, FOUND - - TOP OF BANK -x-x- LIMIT OF WORK --�-�-- FENCE EDGE OF CLEARING ' Existing 1000 Gallon Septic Tank, D -Box and Two(2) Leach Pits (Per 9 Inspection Report) SEE NOTES i 7 � 18 TOP OF CONC. BOUND 10.2 EL= 10.4± DATUM: 1988 NAVD X 10.3 PROPOSED 40 MIL HDPE LINER TOP OF LINER AT ELEV I O.G BOTTOM OF LINER AT ELEV 8.G LENGTH OF LINER GO FEET rMIAI O X 10,4 PROPOSED VENT X 11.5 FLOOD NOTE: PROPERTY 15 MAPPED IN A ZONE'X' ADJACENT FLOOD BOUNDARY 15 ZONE AE, BFE I I 9 1 V # l; NOV 02 2017 1 �iEALTH DEPT i '' NORThEAST CONSTRUCTION COMPANY .t� IN �'.N P.O. F30X 2350 BREWSTER, MA 02G31 � O'FiEILLY CIV;L O. 40.7n SITE SEWAGE D15POSAL SYSTEM DESIGN '°' 17G SOUTH SEA AVENUE, WEST YARMOUTH, MA J M O'REILLY & ASSOCIATES INC. 0 20 40 60 Professional Engineering & Land Surveying Services SCALE I "=20' 1573 Main Street - Route 6A P.O. Bos 1773 (508)896-6601 Office Brewster, MA 02631 (508)896-6602 Fax DATE: SCALE: BY: CHECK: JOB NUMBER: r -8392 G:\AAJobs\NORTHEAST CQN57t3392.50UTI-� SEA AVE\DWG\8392.5D5 PLAN.dwgdwg 10-1 G-2017 AS Noted JMO JMO l i