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Home My WebLink AboutBLDG B - BLD Plot / Site Plans SEC 2, TWP 20 N. RGE 4W, W.M. APPROVED CONSTRUCTION NOTES: MASON COUNTY DCD PLANNING 1 INSTALL TEMPORARY FILTER FABRIC FENCING PER PLAN AND AS SITE PLAN RF"`�1��Ed TO�EON SITE O CHAN SU ET TO APPROVAL NEEDED TO CONTROL SEDIMENT RUNOFF PER DETAIL ON SHEET C1.2. Date Z By 2 CONSTRUCT STABALIZED CONSTRUCTION ENTRANCE PER DETAIL ON o SHEET C1.2. -> O3 CLEAR, GRUB, AND GRADE SITE PER PLAN. PREPARATION OF LOT AREA SHALL MEET IBC REQUIREMENTS. 4O INSTALL TYPE I CATCH BASIN WITH FRAME AND GRATE AND SILT TRAP 2-0 TEE PER PLAN. PROVIDE INLET PROTECTION IMMEDIATELY AFTER INSTALLATION OF CATCH BASINS PER DETAIL ON SHEET C1.2. CB #1 RIM=296.48, IE=293.84 CB #2 RIM=295.77, IE=293.48 SEPTIC SYSTEM � � { EX. 60 ACCESS & UTILITY EASEMENT _ (SEE SEPTIC SYSTEM DESIGN 5 EXPAND EXISTING INFILTRATION AND WETPONDS PER PLAN AND DETAILS BY PARNELL ENGINEERING) ON SHEET C1.2. PLACE RIP-RAP AT PIPE OUTFALLS AND SPILLWAY ,�—j EX. 10' PRIVATE UTILITY EASEMENT 1 /i PER DETAILS ON SHEET C1.2. 0 2 - � WETPOND BOTTOM AREA = 622 Z INFILTRATION POND BOTTOM AREA = 1205 s 88°15'S1" E 354.05 �/ `�9 6 CONSTRUCT GRAVEL ENTRANCE AND PARKING AREA PER PLAN AND V 11\ TYPICAL SECTION DETAIL ON SHEET C1.2. 1.0' � ` . \. � 7 INSTALL 1 H , \ O 2 0 PVC STORM PIPE PER PLAN. MIN S=0.005 FT/FT. Z ` �� 12 MAINTAIN MINIMUM 1.5' COVER. z 2 I 9.0't s.o't s. 298.17 — O LY 9 - - / S INSTALL 6" PVC ROOF DRAIN PIPES WITH CLEAN N S ±295. — —. ... I OUTS AT ALL CHANGES C> IN DIRECTION AND TIGHTLINE TO INFILTRATION POND AS SHOWN. MIN, O / S=0.01 FT/FT. SEE ARCHITECTURAL PLAN Z S FOR R =OOF DRAIN g C' -' DOWNSPOUT LOCATIONS. COORDINATE INSTALLATION AND LOCATION WITTY O W I CO I I 3+00 100' PROTECTIVE / 30� BUILDING CONTRACTOR. PROVIDE MIN. 18" COVER. �, 2,400 SF WELL RADIU • / \ 303 a R35.0 I 39.5' R25.o' \. WAREHOUSE I / 3p2 INSTALL HANDICAP STALL SIGNING PER ADA REQUIRMENTS. 3 h . I 2 I - 301 10 INSTALL 3/4" WATER SERVICE LINE TO BUILDING. A DOH APPROVED a 0 30o BACKFLOW PREVENTION EVE DEVICE SHALL BE INSTALLED WITHIN 6 OF V O � 1 299 METER BOX. CONTACT WATER SYSTEM PURVEYOR FOR EXISTING STUB 298 CATION AND ADDITIONAL CONNECTION INFORMATION. COORDINATE LOCATION 4 LOCATION OF SERVICES WITH BUILDING CONTRACTOR. SEE PLUMBING I W I'., (ti�� ' �9� a PLANS PLANS WATER STUB LOCATION AT BUILDING. I I t295.0 11% R�� 297.93 1 • 25:0' 71 'LF 12"0 PVC ° a . 41.0 CB#2 ® 5=0:005 FT/FT' EB#1 4 I W /// 3R25.0'-/ I w I I - 2,400 SF - HORIZONTAL CONTROL NOTE: ® � 39.5' ` 40.0' WAREHOUSE 6 Z W Zg � aQ o R35.0 ' { u r \ FF=298.25 _ SEE ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS. THE Z o o , _ P � 7 W , RO OSED BUILDING AND SITE IMPROVEMENTS ARE PARALLEL AND/OR O O PERPENDICULAR TO THE NORTH AND SOUTH PROPERTY LINES. Lu V a � 94.83 } -n - - - - - � — - - - - _ 2g�.0 298 17 \ . \ cc I I s o s.o' 122.1' PRIVATE UTILITY NOT 0 2+00 E. o I I oc :1101 \ CONTRACTOR SHALL PROVIDE TRENCHING, CONDUIT, AND BACKFILLING W 29.8' - \ \ AS NEEDED FOR POWER, PHONE, CATV, ETC. TO THE BUILDINGS. w \ " _ \ COORDINATE WITH PRIVATE UTILITY \ \ \116 LF 2 0, S=0.01 COMPANIES AND OWNER. I \ \ IE=293.5 FT T W TEE .� { IE=293.0 \ - - _ U I I 29 I a I — - - - - - - - U 29 m m SPILLWAY 5 Ex. So.o z m o Y I I 1 290 ` DRAINAGE EASEMENT 2 w / 29 \ / 1 SR 102 STA- / 141+19.89, o� / 2g4 EX. FH \ 30' LT ti^ ER �y S 88'15'S1" E 660.67 S 88`15'51" E 354.25 2g5 I 5 EX. STORM PONDS 297 96 296 SCALE: 1"=20 FEET 2 2-95 Io1VAL E�� 0 10 20 40 W. DAYTON AIRPORT RD (SR-102) E(. 60' R/W 296 — — L 1+DO — — I — 297 — — — — — — — — — — — — — — — — — — � — — — I— — — — — — —_ ro = x M :f < .. _ _V3 ==T1CAL DATUM L, - �\Q - UM: NGVD '29 c = `? `o� o _ — — — — — — MERIC`IAN: MA.SON COUNTY RECORD OF SURVEY m D z 3 - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - VOLUME 27, PAGE 94, AF NO. 1745912 U J -0U `IGS BENCH MARK DESIGNATION F 255: Z NGVD '29 ELEVATION=282.59 ~ lam 1% NGS BENCH MARK DESIGNATION R 16 AZ MK: Lu NGVD '29 ELEVATION=282.95 Z W p OLU Z Q JOB NUMBER: co 08003 ACCEPTED AS NOTED DRAWING NAME: MASON COUNTY PUBLIC 110RI{S 0 8 00 3_D R P L BY: DAM clul "CALL UNDERGROUND LOCATE AT 1 -800-424-5555 BEFORE YOU DIG" -4Z022- 2-4 , q courlTY ENGINEER SHEET: 2 OF 3 SEC 2, TWP 20 N, RGE 4W, W.M. CONSTRUCTION NOTES: O1 INSTALL TEMPORARY FILTER FABRIC FENCING PER PLAN AND AS APPROVED NEEDED TO CONTROL SEDIMENT RUNOFF PER DETAIL ON SHEET C1.2. z MASON COUNTY DCD PLANNING O2 CONSTRUCT STABALIZED CONSTRUCTION ENTRANCE PER DETAIL ON o SITE PLAN REQUIRED TO BE ON SITE CHAN S SUBJET TO APPROVAL SHEET C1.2. > w By parrs O3 CLEAR, GRUB, AND GRADE SITE PER PLAN. PREPARATION OF LOT AREA SHALL MEET IBC REQUIREMENTS. O4 INSTALL TYPE I CATCH BASIN WITH FRAME AND GRATE AND SILT TRAP TEE PER PLAN. PROVIDE INLET PROTECTION IMMEDIATELY AFTER �C 1 INSTALLATION OF CATCH BASINS PER DETAIL ON SHEET C1.2. CB #1 RIM=296.48, IE=293.84 1:x ��_� P LA�-&tll � CB #2 RIM=295.77, IE=293.48 SEPTIC SYSTEM �� 5� EXPAND EXISTING INFILTRATION AND WETPONDS PER PLAN AND DETAILS � EX. 60' ACCESS & UTILITY EASEMENT - (SEE SEPTIC SYSTEM DESIGN i ON SHEET C1.2. PLACE RIP—RAP AT PIPE OUTFALLS AND SPILLWAY 11 BY PARNELL ENGINEERING) 1 , PER DETAILS ON SHEET C1.2. ,lam— EX. 10' PRIVATE UTILITY EASEMENT WETPOND BOTTOM AREA = 622 Z 10 29) �g� i INFILTRATION POND BOTTOM AREA = 1205 N O S 88°15'51" CONSTRUCT GRAVEL ENTRANCE AND PARKING AREA PER PLAN AND _ 354.05 299 \ \ \ TYPICAL SECTION DETAIL ON SHEET C1.2. INSTALL 12"0 PVC STORM PIPE PER PLAN. MIN S=0.005 FT/FT. Z I - - - 7 ' 2{ 0 60.0' y \- - O MAINTAIN MINIMUM 1.5' COVER. Lai 298.17 �— y ��, = 0 ca 2g I — — — — — _ �, / 8 INSTALL 6" PVC ROOF DRAIN PIPES WITH CLEANOUTS AT ALL CHANGES V m S t295.26 I o� O IN DIRECTION AND TTGHTLINE TO INFILTRATION POND AS SHOWN. MIN. o C S=0.01 FT FT. SEE ARCHITECTURAL PLANS FOR ROOF DRAIN / 0 W { \ I 9 I ��, 24•.0' / DOWNSPOUT LOCATIONS. COORDINATE INSTALLATION AND LOCATION WITH co I I ( I / 304 BUILDING CONTRACTOR. PROVIDE MIN. 18" COVER. 3+00 I I:.,' 100 PROTECTIVE a a 2,400 SF WELL RADIUS / 303 �� 9 INSTALL HANDICAP STALL SIGNING PER ADA REQUIRMENTS. 39.5' R25.0' / :. 40 0' WAREHOUSE / 3p2 O L I ... .. 1 FF=298.25 V I' 3p1 10 INSTALL 3/4" WATER SERVICE LINE TO BUILDING. A DOH APPROVED a C`' I 300 O BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN 6' OF V c 299 METER BOX. CONTACT WATER SYSTEM PURVEYOR FOR EXISTING STUB LOCATION AND ADDITIONAL CONNECTION INFORMATION. COORDINATE — — — .. .. � : .6. I ' Zr 298 LOCATION OF SERVICES WITH BUILDING CONTRACTOR. SEE PLUMBING PLANS PLANS WATER STUB LOCATION AT BUILDING. I Lu EV f295.01 297.93 • p 25 24 SP 71 'LF 12"0 PVC f p d p 8 C8 ,4 , . f� a I- d c , { W 00 „ 3a Boa R25.0 �: Li cc Z I 4' . I I 2,400 SF \ HORIZONTAL CONTROL NOTE: H a Lu I` j ® � 39.5' 4.0.0'.... WAREHOUSE FF=298.25 \ 2g� SEE ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS. THE O W 9 . I . \ o PROPOSED BUILDING AND SITE IMPROVEMENTS ARE PARALLEL AND/OR PERPENDICULAR TO THE NORTH AND SOUTH PROPERTY LINES. z W z Z co) 294.83 - 297.o1 9.0' 9.0' , 1 � . ' 298„ ,22.,' PRIVATE UTILITY NOTE: 0 \ cc 2+00 I I �� CONTRACTOR SHALL PROVIDE TRENCHING, CONDUIT, AND BACKFILLING W 29 8' \ AS NEEDED FOR POWER, PHONE, CATV, ETC. TO THE BUILDINGS. - COORDINATE WITH PRIVATE UTILITY COMPANIES AND OWNER. I \ I I t P �IE= 93.0 \ FTC W/ E E_ .5 � I I 4 295 Cc X I / 291 w m c 1 I w� I SPILLWAY 5 Ex. So.o z 1 I I 290 DRAINAGE EASEMENT o 0 SR 102 S141+19.89, ra. ti NE / 29� X. FH \ �N — 30' LT R 10 lu OF `a1 S 88'15'51" E 660.67 S 88'15'51" E 354.25 295 I 5 EX. STORM PONDS 297 SCALE: 1"=20 FEET AP v o 2g6 296 295 IONAI I 0 10 20 40 R/W � W. DAYTON AIRPORT RD (SR-102) EX. 60' 296 1+00 — — — — — — — — — — -- — — — — — — — — — — — — — — I— — — — — — o Ln a o 297 o + + + rn + ro f a a VERTICAL DATUM u Ln at c 296 DATUM: NGVD '29 a M o < r LIP 297 0 4-2' E c MERIDIAN: MASON COUNTY RECORD OF SURVEY s _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — _ _ _ _ _ _ _ _ _ VOLUME 27, PAGE 94, AF NO. 1745912 Mcn r~ t\ -\ NGS BENCH MARK DESIGNATION F 255: Q NGVD '29 ELEVATION=282.59 3 b NGS BENCH MARK DESIGNATION R 16 AZ MK: Z NGVD '29 ELEVATION=282.95 o w � 0 Z JOB NU Q 080 ACCEPTED AS NOTED DRAWING MASON COUNTY PUBLIC 1111 08003_ c 1 CALL UNDERGROUND LOCATE AT 1 -800-424-5555 BEFORE YOU DIG COUNTY ENGINEER D.1� SHEET: 2