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HomeMy WebLinkAboutGrade, Drainage Plans, Office Bldgs - COM Plot / Site Plans - 3/24/2005 } I 22 FEET MIN 20 FEET MIN. 4 INCH ASPHALT OF CONC. CURB BLEND SLOPES INTO LANDSCAPING IN ALL ,� 3„ _ 4" CRUSHED AREAS. NOTES: 1. FLOATS.SHALL BE S.J.ELECTRO SYSTEMS INC. LINCOLN OFFICE SITE — BUILDING ONE AND TWO 230 VOLT.SUPER SINGLE PUMP: SWITCH W/O PLUG. 1150 GAL. SURGE TANK WITH TIMED PUMPING PLACE FLOATS ON A`SEPARATE DROP'PIPE THAT 5 TIMES DAILY AT 150 GALLONS PER PUMP. HAS BEEN SECURED­TO THE VAULT FRAME. FIBERGLASS GD W/STAINLESS STEEL BOLTS AND URETHANE 24 FEET MIN PVI STA = 3+28.81 STD. INLET TEE FIT LANDSCAPING SLOPE GROUND AWAY FROM RISERS ��' GASKET AND STYROFOAM.INSULATION WITH FLEXIBLE �— 24"-DIA. RIBBED RISER W/ PVI ELEV = 123.47 ADAPTOR TO TANK. ' NEMA 4 ELECTICAL SPLICE BOX NEOPRENE GROMMETS. WITH CORD GRIPS. TYPICAL ENTRANCE ROAD SECTION A.o. _ —7.oo 8" — �At�E2"ASSEMBLY DIAPVC HOSE AND ELECTRIC CONDUIT TO K = 7.15 E- FFLUENT DISCHARGEr �- �— —�--C. 1-1/2" DIA.-FLEXIBLE P.VE, HOSE 12 LONG.::CONNECT NO SCALE I I 2' LEVEL CONTROL FLOAT TO 1 1/2' PVC TRANSPORT LINE. 5 O 0 " VC ASSEMBLY - SEE NOTE 1. 2-PART EPDXY (POURED.AROUND „ 90% NOTIFICATION FLOAT FIBERGLASS RISER ADAPTOR) 4 RED LIGHT IN KITCH AND AUDIBLE ALARM ORENCO POLYETHLENE � N 4 SCREEN. (NOT.SHOWN) 2" PVC CHECK VALVE STA: 1 +17.66 ELEV: 98.14 T 50% NOTIFICATION FLOAT N YELLOW LIGHT IN KITCHEN +' � �� 15" DIA. PVC VAULT - BY OSI PARKING LOT INTERSECTION 30 700 GAL. STORAGE If TO ALARM FLOAT. 2 MI (8) 1-3/8 DIA. INLET HOLES Lij6 5 AROUND PERIMETER OF VAULT df U lid Leo 1„ O W PUMP OFF FLOAT y 1 " 5431EFFLUENT PUMP - HYOROMATIC (1/3 HP/115 VOLT) N 4033 MODEL NO. 0SP33A1 WITH CERAMIC SEALS. i oy 5,00/O REDUNDANT OFF AI PFLAP ER W/NEOPRENE W TANK VOLUME=315 GAL/FT 24" U WATER TIGHT 1150 GAL. SINGLE COMP. > SEPTIC TANK BY EXPRESS PIPE & m �� 3 PRECAST, REQUEST TANK MODIFICATION EXISTING ROAD f � ° ° � TO FIT DRAWING. 1 BOTTOM OF TANK 96" ELEV. 96.40 120 SPECIFIED TANK IS 72" WIDE SIDE VIEW OF TYPICAL 1150 GAL. SEPTIC TANK WITH FLOAT CONTROLS BUILDING ONE AND TWO STA: 3+25 ELEV: 122.70 PUMP AND SURGE TANK NO SCALE cc 0) + m 0o � II O + II > S A: 2+57.34 ELEV: 114.90 II Q J /' PARKING LOT INTERSECTION + II �- W o > cn i I I I L _ TOP OF LID ELEV. (FIT LANDSCAPING) Q 100 REQUEST CUSTOM TANK WITH 18" HOLES > n LOCATED AS SHOWN AND RING ADAPTORS CAST INTO TANK TO ASSURE WATER TIGHTNESS. FIBERGLASS LID WITH STAINLESS Q J _ > / STEEL BOLTS AND URETHANE GASKET I— W U) _ SLOPE /° FROM RISERS D AWAY WA > STD. INLET TEE �— RIBBED OSI PVC RISER W/NEOPRENE GROMET 6 WITH FLEMLE 2 PART EPDXY ADAPTOR TO TANK. 1$" FIBERGLASS R SEROUR ADAPTOR ND -0.40� CAP WITH 1/2" VENT 4" PVC WITH FLEXIBLE ADAPTOR 4" v v 12" DIA. X 42" PVC VAULT (POSITION VAULT UNDER ACCESS PORT TO ALLOW EASY REMOVAL FOR CLEANING) „ 65 (8) 1-3/8 DIA. HOLES SPACED UNIFORMLY AROUND THE 54" 1 8" PERIMETER OF THE VAULT. OSI REMOVABLE POLYETHLENE SCREEN WITH BASE. DATUM ELEV "80. 00 3 r- o � � � 0 � o � o coo a? � � o C° o co c� CC) 0 O� �+ BOTTOM OF TANK 0-) O 0 NN N cfl � N CD rd � N N� � � O ELEV. 96.40 96" 1 +00 2+00 3+00 4+00 1150 GALLON — TWO COMPARTMENT SEPTIC TANK W/ EFFLUENT FILTER BUILDING ONE AND TWO o ENTRANCE ROADWAY PROFILE FOR LINCOLN OFFICE SITE SEPTIC TANK ASSEMBLY NO SCALE Approved By. Drawn By: Date: Scale: 1 " — 2 LINCOLN OFFICE BUILDING Beet 2 Designed By: 'SA Engineering Sa f t2tJa7'e Applications Horzz. . Checked By: Ve7t 1 " = 5 ENRANCE ROADWAY PROFILE of 2 Job No. AND SEPTIC SYSTEM DETAILS Approved By No. Date By Ckd. Appr. Revision 1 0 2 4 RECEIVED MAR 2 4 2005 SELF/aIR OFFICE 140.00 BUILDING ONE 130.00 SECOND LOOR ELEV. 127.5 STD. PORT--,., BUILDING �''`- �LEPV ��_ G TWO NNNG 120.00 _ SECOND FLOOR EL. V. 115.0 110.00 TW=113.15 _ BF=115.0 2'8 DRAINFIELD VSEASONAL GROUN9 WATER TABLE DATUM LE'V STATE HIGHWAY 0 �j��1/��L/ 90. 00 .00 100 200.00 300.00 400.00 500.00 GROUP LINCOLN SECTION A-A DRAINAGE SWALE DETENTION PIPES IQ �411c b 441 SECTION A- A TH R U OFFICE SITE 12" INFLOW ;O GRASS SWALE I '� c \ / ND TES \ I AE CDRRDSIDN RESISTANT OR GALVANIZED DR m O AL UMINU14 TYPE 2, B, IF GALVANIZED STEEL PIPS HAVE ASPHALT PENINSULA NOTE: PROJECT GEOMETRY HAS BEEN DEFINED CAST IRON INLET z a TREATMENT I FRAME AND GRATE � CREDIT UNION ELECTRONICALLY IN AUTOCAD. FOR SPECIFIC z� 2" FRAME & LADDER. OR STEPS OFFSET ED. DIMENTIONS AND COORDINATES, CONTACT THE DESIGNER. ELEVATIONS ARE BASED ON AN ASSUMED ELEVATION OF A. CLIMBDOWN SPACE IS CLEAR OF RISER & 100 FEET AT THE NORTHWEST PROPERTY CORNER. FP4ME & LADDER OR v' STEPS OFFSET, SEE B FRAME IS CLEAR OF CURB. NOTE 4. FRAME & n and GRATE ELEVATION =99.00 3" STRUCTURE SHALL BE A TYPE 2 CATCH BASIN 54' MINIMUM DIAMETER. MAX n VS. /� 185 FOOT LONG GRASS LINED SWALE WITH J OVERFLOW ELEV, = 9Z5T17 PROVIDE STANDARD GALVANIZED STEEL A TOP ELEVATION OF 194.0 AND A BOTTOM DLTENTION & OR ALUMINUM LADDER/STEPs. - 011 SEPARATION ELEVATION OF 192.5. OUTLET STRUCTURE 8'PIPE AND 4' ORIFICE SET AT ELEV. 96.5. SHALL BE 2, 2 INCH PIPES AT ELEVATION 92.5 �� PIPE SUPPOPT IE=95.i AND A BROAD CRESTED OVERFLOW WEIR AT 12' OUTLET PIPES ''2z M _P TO AND FROM DE7FN77ON ELEVATION 93.75. THE SWALE IS 4 FEET Q0 +' -�- WIDE ON THE BOTTOM WITH A 2:1 SIDE SLOPE. „ " .- FLOW LINE EL.= � FLOW LINE EL.= 93.0 SLOPE SWALE AT 0.5%. INSTALL 3/8 THICK / = NOTE: THE DRAINFIELD 'EASEMENT FOR THIS PROPERTY IS APPROX. INVERT = 93.0 I BY 7' LONG BY 8" DEEP STAINLESS STEEL . J� 108' BY 35'. THE USE OF- BOTH BUILDINGS WILL BE GENERAL OFFICE. o z BUILDING ONE WILL HAVE 2 BATHROOMS - UNISEX - ONE EA. FLOOR. CROSS WEIRS IN SWALE (LEVEL) TO HELP__ BUILDING TWO .WILL HAVE 2 BATHROOMS EA. FLOOR FOR A TOTAL OF FOUR. RESTRICTOR PLATE h DISRIBUTE FLOW ACROSS SWALE AT THE �� VITH ORIFICE - LRIFICE FIXTURES WILL BE 4 URINALS, 8 TOILETS, 6 SINKS AND 2 MOP SINKS. SZE TO BE 4 INCHES FOUR LOCATIONS SHOWN. r. :THE FLOW FOR BUILDING ONE WILL BE 130 GPD. THE FLOW FOR BUILDING TWO 54' TYPE II CB V/ INLET GRATE �Q WILL. BE 432 GPD. TOTAL FLOW = 360 GPD. THE SOIL IS CLASS 3 (NOT TO SCALE) p / WITH AN INFILTRATION RATE OF 0:8 GAL./SF. A 140% REDUCTION WAS sue° USED FOR DRIANFIELD SIZING BASED ON USING A GRAVELESS DRAINFIELDYH C O N S TR O L STRUCTURE CD �v N 87'08'25" W / EXPANSION OF THE DRAINFIELD IS POSSIBLE ON THE NORTHERLY 60 _ 208•77' OF THE�ASEMENT IF A MOUND DISPOSAL FIELD-1S USED TO GET A U- I L/WATER S E P A R A T O R SEPARATION BETWEEN THE SEASONAL GROUND WATER AND THE TRE / WL- - L �� 100 102 104 _ i� / BOTTOM. / # WL _ 106 108 515 •08�„ WL o B 4 WL 1 1/Z„ / N 19 p 8„ CB#2 08.77' „ - WATER L 11 �16 ��a 20 CB#D4 _ TWO TWO INCH OUTLET PIPES LOCATED ' AT THE'.END- OF THE SWALE. 02 SD D 8 12 CB 3 - 87 08 25 E 167.94 o RELOCATE SEWER LINE � Z� � - � # OVERFLOW - 12 E FLOW WEIR SET AT ELEV. 93.75 TO PARKING LOT / •v 2� `� � •: CB 12 / � D 12" _ _ ONTROL STR. CB#D1 8>> 0 - 0 7 ��� 0 8:FT: 7 FT 1,5 FT N, SEE TAIL 22 I DRAINFIELD EXISTING DRAINFIELD ,��,� J LINE W/ THIS SHEET i S EASEMENT EASEMENT GRASS v \Q '� CB#5 SO 35 FT 40 FT 0 c� 0 8» CRED T UNION '��� --� 4 FT O �Q- �� �� o� Q� /o W, I ION 2 FT BELFAIR WATER DIST. WATER LINE ., I LOel A Y�<v o B��- V �� �2 r^ CB#6 I BE CAREFUL YOU DON'T BREAK IT. / :: ° / �4* < SF F<FVG T I �,1b SECTION THRU SWALE / �' `b = �' 6 6.00' N 17 T 70`O >> a � �\ 45 T l I N0 SCALE M 1 I 9 FT. BY 37.5 FT GRAVELESS DRAINFIELD USING J / w STD. INFILTRATOR UNIT h I co L OR S WITH 1 INCH PRESSURE 62.00 �� �Q I , �� DISTRIBUTION LATERALS. 3/16 INCH -HOLES' SPACED #6 6 AT 3 FT - ROTATED TO THE 12 OCLOCK POSTITION. �, 2 THE LAST HOLE OF EACH LATERAL SHALL, BE 1.5 FEET . FROM THE END:, SET AND COVER AS SHOWN IN SECTION owv' 1 1 ,1 ,1 -boo A-'A THIS SHEET. INSTALL STD. 4 INCH OBSERVATION ROCKERY �� S & J�C \ J�'�, H PORTS AT EACH END OF EACH LATERAL. INSTALL 1 INCH 3 3 1 L�LJ BALL VALVES ON EACH LATERAL FOR ADJUSTMENT OF SQUIRT. P�@PERTY COR ER �� I"X I� z O N PROVIDE STD. CLEANOUT SWEEP AND CAP FOR EACH LATERAL O PROPERTY CO y 6„ GRAVITY '� con, 11 1 7 1 E �` o n N , `` 1�O S =_- #5 `� 11 t 1=0 0 j # I #3 1 - ��' 1100 GALLON SEPTIC TANK 36" SEWER MANH LE ° ° o -0 - - - S T SITE INFORMATION: 1100 GAL. SURGE TANK/PUMP STA. ° N 8626.07'' W �20 1ryv o Dc 4+19.40 FILM � 3 LOT AREA = 0.98 ACRES BENCH MARK SET TANKS N 96.40 SEE DETAILS AIN ONVSHEET TWO �`� 142. 1 9 NO. PARKIING STALLS = 41 TOP OF PIPE = 100.00 T!'b9iTT_ -S-�EASABLE AREA 7,760SF WASTE WATER FORCE MAINPROPERTY pp��l��jjGROSS LEASABLE AREA 2300 SF R 1 1/2" CL 200 PVC BUILDING TWO GROSS LEASABLE AREA = �5460 SF 130 IMPERVIOUS AREA - PARKING LOTS = 19,200 .SF IMPERVIOUS AREA - ROOFS = 4,600 SF IMPSITE PLAN TOTAL VIOUS WASTE-WATER GENERATED =AREA - SIDEWALKS808OSGPD SOIL TYPE = CLASS 3 (0.8 GPD/SF) 45 FT / Approved By: Drawn By: Date: Scale: 1) j L I N C O L N OFFICE BUILDING Designed By: Engineering So wue A -Applications Horiz. 2 Sheet 1 Checked By: Vert, 1 5 GRADING AND DRAINAGE PLANS o 2 f No. Date By Ckd. A1vpr. Revision Approved By: � Jo No. PHASE ONE AND PHASE TWO 1024 R � 22 FEET MIN €i 20 FEET MIN. 4 INCH ASPHALT OF CONC. CURB BLEND SLOPES INTO LANDSCAPING IN ALL CRUSHED AREAS. NOTES: 1. FLOATS.SHALL BE S.J. ELECTRO SYSTEMS INC. LINCOLN OFFICE SITE — BUILDING ONE AND TWO 230 VOLT SUPER SINGLE PUMP. SWITCH W/O PLUG. 1150 GAL. SURGE TANK WITH TIMED PUMPING PLACE FLOATS ON A.SEPARATE DROP PIPE THAT 5 TIMES DAILY AT 150 GALLONS PER PUMP. HAS BEEN SECURED7TO THE VAULT FRAME. FIBERGLASS.LID W/STAINLESS SLOPE GROUND AWAY STEEL BOLTS AND URETHANE 24 FEET MIN i FIT LANDSCAPING FROM GASKET AND STYROFOAM.INSULATION VI S TA = 3 T 2 8.81 STD. INLET TEE RISERSWITH FLEXIBLE �- \ ` 24' DIA.'RIBBED RISER W/ PVI ELEV = 123.47 ADAPTOR TO TANK. NEMA 4 ELECTICAL SPLICE BOX . NEOPRENE GROMMETS. WITH CORD GRIPS. 1-1/2" DIA:'PVC HOSE AND TYPICAL ENTRANCE ROAD SECTION A.D. _ —7.00 �s — VALVE ASSEMBLY; K = 7.15 ELECTRIC CONDUIT TO E- EFFLUENT DISCHARGE- -,- -s-- -II-- 1-1/2" DIA. FLEXIBLE PVE HOSE - 12'LONG..,CONNECT NO SCALE I I 2' LEVEL CONTROL FLOAT TO 1-1/2' PVC TRANSPORT-LINE. 0' O(� / ASSEMBLY - SEE NOTE 1. 2-PART EPDXY (POURED.AROUND V V „ 90%NOTIFICATION FLOAT ° FIBERGLASS RISER ADAPTOR) 4 RED LIGHT IN KITCH AND AUDIBLE ALARM ORENCO POLYETHLENE 00 N SCREEN. (NOT SHOWN) f� 2" PVC CHECK VALVE S TA: 1 +17.6 6 ELEV: 98.14 50% NOTIFICATION FLOAT + N YELLOW LIGHT IN KITCHEN 15' DIA. PVC VAULT - BY OSI PARKING LOT INTERSECTION r 30" 700 GAL. STORAGE +� TO ALARM FLOAT. 2 MI (8) 1-3/8 DIA. INLET HOLES 6 5 AROUND PERIMETER OF VAULT 0 L�A Level_ 1" O W PUMP OFF FLOAT 7 1 54 EFFLUENT PUMP -.HYDROMATIC (1/3 HP/115 VOLT) N 40" MODEL NO: OSP33A1 WITH CERAMIC SEALS. 5,O��O REDUNDANT OFF DRAIN PORT W/NEOPRENE FLAP CHECK. W 24 TANK VOLUME=315 GAL/FT " U WATER TIGHT 1150 GAL. SINGLE COMP. > 3' SEPTIC TANK.BY EXPRESS PIPE & m TO FlTDRAWING REQUEST TANK MODIFICATIONEXISTING ROAD PRECAST./�- ° BOTTOM OF TANK 96„ ELEV. 96.40 120 SPECIFIED TANK IS 72" WIDE SIDE VIEW OF TYPICAL 1150 GAL. SEPTIC TANK WITH FLOAT CONTROLS BUILDING ONE AND TWO STA: 3+25 ELEV: 122.70 PUMP AND SURGE TANK . NO SCALE Cd- 120 co 0-) r + r 00 II -- + 0-) II > S A: 2+57.34 ELEV: 114.90 II Q _ PIARKING LOT INTERSECTION + I I I- W 0 °' > cn TOP OF LID ELEV. (FIT LANDSCAPING) 100 I� Q J REQUEST CUSTOM TANK WITH 18" HOLES> LOCATED AS SHOWN AND RING ADAPTORS Li CAST INTO TANK TO ASSURE WATER TIGHTNESS. FIBERGLASS LID WITH STAINLESS Q J _ > STEEL BOLTS AND URETHANE GASKET W i- > /0 SLOPE GROUND AWAY FROM RISERS > (Z STD. INLET TEE RIBBED OSI PVC RISER W EOPRENE GROMET WITH FLE BLE ,; 2 PART EPDXY (POUR AROUND 18 FIBERGLASS RISER ADAPTOR. � ADAPTOR TO TANK.0.40� CAP WITH 1/2" VENT - 4" PVC WITH FLEXIBLE ADAPTOR 4" v 12' DIA. X 42" PVC VAULT (POSITION VAULT UNDER ACCESS PORT TO ALLOW EASY REMOVAL FOR CLEANING) „ 65 (8) 1-3/8 DIA. HOLES SPACED UNIFORMLY AROUND THE 54" 1 8" TPERIMETER OF THE VAULT. OSI REMOVABLE POLYETHLENE SCREEN WITH BASE. DATUM ELEV 80. 00CN 3" � 0 � � � � � o cfl0 coo mIn o `0 0. cQ , N co 0 <- BOTTOM OF TANK MQ0 00 0o r � ELEV. 96.40 r r r f r �- re- 96" 1 +00 2+00 3+00 4+00 1150 GALLON — TWO COMPARTMENT SEPTIC TANK W/ EFFLUENT FILTER MASONc��P,NTYDCD BUILDING ONE AND TWO SITE PLAN RECU pTD�ONs�Ec ENTRANCE ROADWAY PROFILE FOR LINCOLN OFFICE SITE SEPTIC TANK ASSEMBLY CHANGES SVBJET T©To . NO SCALE Ley Approved By: Drawn By: Date: Scale: 1 " — 2 0 , LINCOLN OFFICE BUILDING sheet 2 Designed By: Engineering Software Applications Horiz. Checked By: ESA Vert. 11 _ 5 ENRANCE ROADWAY PROFILE o 2 Job No. AND SEPTIC SYSTEM DETAILS f No. Date By Ckd. Appr. Revision Approved By: 1024 O 2 �I 140.00 BUILDING ONE 130.00 SECOND LOOK ELEV. 127.5 STD. MCIN. PORT 1 120.00 BUILDING TWO TW=126.0 :;��':' SECOND FLOOR ELEV. 115.0 110.00 TW=113.15 y s::` BF=115.0 2'8 7NDRAINFIELE) _--�- rti-`js' 100.00 BF=101.0 SEASONAL GROUN WATER TABLE DATUM ELEV STATE HIGHWAY 0q) 0 90. 00 .00 100 200.00 300.00 400.00 500.00 GROUP LINCOLN SECTION A-A DRAINAGE SWALE DETENTION PIPES SECTION A- A TH R U OFFICE SITE i 12" 1NFi ONr TO GRASS SWALE o NOTES 1, METAL PARTS; \ o o AA.L U NU�9 �yPE RESISTANT DR GAL VANIZED OR -`PENINSULA NOTE: PROJECT GEOMETRY HAS BEEN DEFINED CAST IRON INLET B. IF GAL VANIZED STEEL PIPE HAVE ASPHALT �Z CREDIT UNION ELECTRONICALLY IN AUTOCAD. FOR SPECIFIC FRAME AND GRATE z� TREATMENT E. FRAME & LADDER OR STEPS OFFSET ED; 0 DIMENTIONS AND COORDINATES, CONTACT THE DESIGNER. � ELEVATIONS ARE BASED ON AN ASSUMED ELEVATION OF z m A. CLIMBDUWrti SPACE IS CLEAR OF RISER & 100 FEET AT THE NORTHWEST PROPERTY CORNER. FRAME & LADDER OR STEPS OFFSET, SEE B, FRAME IS CLEAR OF CURB, NOTE 4. FRAt/,E & 6 GRATE ELEVATION =99,00 3, STRUCTURE SHALL BE A TYPE 2 CATCH BASIN 54' MINIMUM DIAMETER. o MAX t7 I�S. =185 FOOT LONG GRASS LINED SWALE WITH OVERFLOW ELEV, 9Z5TO PROVIDE STANDARD GALVANIZED STEEL A TOP ELEVATION OF 194.0 AND A BOTTOM DETENTIDN & OR ALUMINUM LADDER/STEPS, ELEVATION OF 192.5. OUTLET STRUCTURE OIL SEPARATION4" ORIFICE SET AT ELEV. 96.5. SHALL BE 2, 2 INCH PIPES AT ELEVATION 92.5 s°PIPE AND PIPE SUPPORT AND A BROAD CRESTED OVERFLOW WEIR AT a 12" 12'DUTLET PIPES _Z M _P TO AND FROM DETENTION ELEVATION 93.75. THE SWALE IS 4 FEET � z WIDE ON THE BOTTOM WITH A 2:1 SIDE SLOPE. FLOW LINE EL.= FLOW LINE EL.= 93.0 SLOPE SWALE AT 0.5%. INSTALL 3/8" THICK NOTE: THE DRAINFIELD EASEMENT FOR THIS PROPERTY IS APPROX. PN�Rr = 93.o N BY 7' LONG BY 8" DEEP STAINLESS STEEL / J�2 / 108' BY 35'. THE USE OF BOTH BUILDINGS WILL BE GENERAL OFFICE. o CROSS WEIRS IN SWALE (LEVEL) TO HELP,_- BUILDING ONE WILL HAVE 2 BATHROOMS - UNISEX - ONE EA. FLOOR. i BUILDING TWO .-WILL WILL HAVE 2 BATHROOMS EA. FLOOR FOR A TOTAL OF FOUR. RESTRICTDR PLATE- FOUR DISRIBUTE FLOW ACROSS SWALE AT THE �'� WITH ORIFICE - ORIFICE � FIXTURES WILL BE 4 URINALS, 8 TOILETS, 6 SINKS AND 2 MOP SINKS. SIZE TO BE 4 INCHES FOUR LOCATIONS SHOWN. �p > :THE FLOW FOR BUILDING ONE WILL BE 130 GPO. THE FLOW FOR BUILDING TWO 54' TYPE II CB V/ INLET GRATE WILL BE 432 GPD. TOTAL FLOW = 360 GPD. THE SOIL IS CLASS 3 (NOT TO SCALE) cfl / WITH AN INFILTRATION RATE OF 0.8 GAL./SF, A 140% REDUCTION WAS o USED FOR DRIANFIELD SIZING BASED ON USING A GRAVELESS DRAINFIELD. C 0 N S TR 0 L STRUCTURE N 87 08 25 W / EXPANSION OF THE DRAINFIELD IS POSSIBLE ON THE NORTHERLY 60 FEET �-- / 208.77' OF THE EASEMENT IF A MOUND DISPOSAL FIELD IS USED TO GET ADAQUATE OIL WATER SEPARATOR - / 100 SEPARATION BETWEEN THE SEASONAL GROUND WATER AND THE TRENCH / -WL- - L WL 102 104 i BOTTOM. WL 108 �10 112 515 WL CB 4 '0�„ WL 1/2" L / 1N ` . �9 p CB#2 08.77' ATER 1 ,�1ro 8 CB#D4 :. 7 15� 8 SD 8" 12" �1 �20 a _ TWO °- TWO INCH OUTLET PIPES LOCATED 0 _ 87'08'25" E 167.94 N AT THE END OF THE SWALE. RELOCATE SEWER LINE / CB 3 ~ TO PARKING LOT v =� GB.#1 12 / 1�- -� p # 12„ I o OVERFLOW WEIR. - SET AT ELEV. 93.75 ONTROL STR. CB#D1 8 D o 122 ��� 0 8,FT . 7 FT 1.5 FT N, SEED TAIL ,`J O�Q- THIS SHEET \ SD _ ' DRAINFIELD EXISTING DRAINFIELD O,� LINE W/ CB#5 SD 35 FT EASEMENT EASEMENT GRASS U �C� s� Q. 40 FT o 8„ I FOR PENINSULA N --� 4 FT v� / o EDIT UNION 2 FT �� BE LFAIR WATER DIST. WATER LINE p CB#6' I BE CAREFUL YOU DON'T BREAK ITI oil F 1F� T�0 �,�°` SECTION � <F 6.2.00 N 17 T THRU SWALE (r 7 \ 77030 � RD , NO SCALE �• �/ S 0 � \ F 45 T (b i 9 FT. BY 37.5 FT GRAVELESS DRAINFIELD USING 62.00 o h h (� STD. INFILTRATOR UNITS, WITH- 1-INCH PRESSURE / -� � #6 ¢ I �� DISTRIBUTION LATERALS. 3/16 INCH HOLES`SPACED TP t + AT 3 FT - ROTATED TO THE 12 OCLOCK POSTITI.ON. a i7 iiW > I 42 THE LAST HOLE OF EACH LATERAL SHALL BE 1.5 FEET / Oe o��•� �ui V) - FROM THE END.. SET AND COVER AS SHOWN IN SECTION Li I + u' z >\�� A-A THIS SHEET. INSTALL STD. 4 INCH OBSERVATION 6 FT ROCKERY J���y 13'3'� `� ,-r PORTS AT EACH END OF EACH LATERAL. INSTALL 1 INCH 7 S� 8' 4 00 f Irn I I �, 3 BALL VALVES ON EACH LATERAL FOR ADJUSTMENT OF SQUIRT. I►l �p Pe ERTY COR LR _ L' f�' '' N X _z p3 N PROVIDE STD. CLEANOUT SWEEP AND CAP FOR EACH LATERAL N d' ,gyp 6 GRAVITY rn „ I J im J Q 0` o� to # f O 1100 GALLON SEPTIC TANK 36" SEWER MANH LE ° �0 o F >- ��j r I # 3 J j 1 0 N 86 41 55 W ° 0 5 T SITE INFORMATION: 1100 GAL. SURGE TANK/PUMP STA. rL o PIv1 I pc13 - BENCH-MARK SET TANKS AT ELEVATION 96.40 0 426.07' �ry 12Dc 4+19,40 LOT AREA = 0.98 ACRES TOP OF PIPE = 100.00 SEE. DETAILS IN ON SHEET TWO. 142. 1 NO. PARKIING STALLS = 41 WASTE WATER FORCE MAIN S SABLE AREA = 7,7.60 SF 1 1 2" CL 200 PVC P R 0 P E R TY _!rLaI T_ GROSS .LEASABLE AREA = 2300 SF / BUILDING TWO GROSS LEASABLE AREA 5460 SF APPROVE© Rv AI 13 IMPERVIOUS AREA - PARKING LOTS 19,200 SF MASON COUNTY pCp PLANNING � �SUIWET rp TO APPROVAL IMPERVIOUS AREA - ROOFS = 4,600 SF cw4"cEs u�t:r SITE PLAN P O IMPERVIOUS AREA SIDEWALKS = 800 'SF ROVAL SITE PLAN TOTAL WASTE WATER GENERATED = 380 GPD �Y SOIL TYPE = CLASS 3 (0.8 GPD/SF) 45 FT Approved By: Drawn By: Date: Scale:Designed By: Horiz. 1 - 2 L I N C O L N OFFICE BUILDING SheetEnqineer2n SO 2aTe AppLiCaG202S 1 » _ Checked By: Vert. 1 - 5 GRADING AND DRAINAGE PLANS o 2 f No. Date By Ckd. Appr. Revision Approved By: Job No. PHASE ONE AND PHASE TWO 1024