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HomeMy WebLinkAboutBLD Plot / Site Plans`42123-44 -4oO12 • / 1 / / 60' ESMT. FOR INGRESS. EGRESS. DRAINAGE AND UTILITY PURPOSES (PRIVATE) • 40'46"• E - 300.00 HIGH POINT 4+60 5.20 •AC.. • - 0 0 0 c0 (0 0 0 m 400.17 0 u7 TRACT 5.73 AC. r) 0 7+75. BEGIN. DETENTION POND C3 • a 11. 49'23" • R- .240.00 L- 49.51............ .... • • • .k• �. ;♦ -1� -', • ••/ . -I- • l Z" ....... R- 24-0.00 . ..... L4. 34.54'15" ...... R-•240,00 .......... / L- 146.21 •% 4 S 8Zg } '46" E TRACT 8 -5.00 A� -♦w''- /' • i• 58' 26'06" E .• 43.25 L 183.9 • -- HIGH POINT 3+20 ./ -•0• -0• 560.00 • 5:79.AC. • STALL OUTLET-. • ' TERING DEVICE 0 PROP.'iLINE 8+30.• •END "DETENTION' PONQ• . • • • • 4,g4 • 4-.12`54'37" • ' • R- 240.00 .L- 54.08 • • L--•LflMI P0IN 8+10. STALL .• 12` .'LV. • TRACT 6 7 40. AC. .3a • TRACT' 2-- /. / .0 l TRACT -•9 5.26 AC ��r...-efe.' < Oy 1 • • 60' ESMT. FOR INGRESS. EGRESS.' DRAINAGE AND UTILITY PURPOSES (PRIVATE) 1-• S 87. 40'46" E 1319.76 19B• • : 0- • en •.r- d 4-• 4- 7 ,° 350.00 TR ',CT 3 .32 AC. 370 -� . ONO •-- OM. •- TRACT 5 •f.26'AG. LOW POINT 12+00 >>o TRA 7.46 AC. 22; .-. ' o� LEVELTFOR 'AMYTOR L WATERGN DRIVE 450,00•- HIIGH POINT 1:3+30 - :a3 • • R=50' R=30'/ L r 0 0 m :CN cD z EXCAVATE DITCH TO DAYLIGHT 100 50 0 SCALE: 1"- 100' WRAP TRENCH ENTIREY WITH FILTER LFABRIC 100 200FT 2' 5"PERF PIPE WASHED ROCK 21/2" - 11/2" SECTION B-B • B LEVEL FINE MESH — SCREEN 55' PER 1000 SF OF ROOF AREA ROOF DRAIN CB SUMP W/ SOLID LID 10' 5' MIN--► TYPICAL HOME DRYWELL - DETAIL EX. GRADE PVC SECTION A -A BROAD -CRESTED WEIR TOP OF WEIR EL 355 2' BERM 2:1 em PVC 12* DEEP SUMP 20' CONC. WE 1 R GRADE DOWNTURNED ELBOW END CAP AND PRINTED MAY 8 um • CC 0 0 0 0 0 co co cc 1-6 (f) (f) 4ct 4:4 4=4 rn cn >- cn 0 1 p= r-71 .4<1 1 DRAINAGE PLAN ION POND DETAIL JOB: NW CORNER TRACT 7 380 370 360 350 SCALE: 1 "=100' L= 34'54'15* R= 240.00 L= 146.21 S 8T40'46" E 349.55 TRACT 7 VERTICAL DATUM ASSUMED 60PRIVATE ESMT. FOR INGRESS, EGRESS, DRAINAGE & UTILITIES 514.90 SW CORNER TRACT 7 A-= 44'43'05* Q� R=134.83 rL' L= 105.23 �h • x ' pr 43 55'09" R= 240.00 L=183.97 waramizisimmEW A INT. 382.17 Y/ �� *•2Z s o� \\ / / ccpp N \ rnI", ON ON \ 150' VC r; 150' VC ` .�S> N N \ 150' VC 1° 0 �• X ( / U �� 00 0 rl M \ \ \v/ >� 13% vv o w / 150' VC +.6% O• ,..., }�-� -I-10 09 ` J 0+00 1+00 2+00 3+00 4+00 5+00 6+00 LARGE LOT SUBDIVISION ROADWAY DESIGN STANDARD 26.00` M1NIi(U1.( ,UNOB„T[IUCTED Whiff 1 "MOW �-- 3'/. CRUSHED SURFACING TOP COURSE 2:COMPACTED .DEPTH ' 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 TYPICAL SECTION NOTES: DALLAST / GRAVEL BASE DEPTH SHOWN IS A MMUM AND MAY BE INCREASED DUE TO SOIL CONPITI. SU@GRADE MAY REQUIRE ADDITIONAL WORK DUE TO SOIL CONDITIONS. 13.00' BALLAST (GRAVEL BABE) ' COMPACTED DEPTH (MIN.) COMPACTED (STABILIZED) 'B,UBGRADE MAXIMUM GRADE - 12% TYPICAL; 14% FOR NO MORE THAN 300 FEET; 16% FOR NO MORE THAN 300 FEET IF PAVED WITH ASPHALT, CONCRETE. OR BITUMINOUS SURFACE TREATMENT. SCALEHOLMAN JOB NUMBER (Sc ASSOCIATES CIA TES PROFESSIONAL LAND SURVEYORS 2323 NORTH ADAMS, SHELTON, WA. (206)426=2990 98584 DRAWING NUMBER 92-99 92-99LLS HOR. I"=I00'. VERT. 1" =10 ' DATE SHEET I OF I BuvK JUKE I992 400 390 380 370 360 350 TRACT 6 1"=1D' VERTICAL 1 "=1 OD HORIZONTAL PRELIMINARY PLAN & PROFILE FOR HOME TITLE PROFIT SHARING PLAN. FOX LAKE LARGE LOT SUBDIVISION SCALE: 1 "=100' TRACT 5 TRACT 4 R=50 17+78.54 S 8878'41 " E 1' 20.00 16+38.96 WIN. ---- �o O +� In to N. ��/ 150'VC 13,3�$ � 100 ' vc INT. / 372.0 �— / 290 / / • �`S-� \ N \ \ , 150 VC o'n + w to M to Qo o \ 0 _1•T8� 150' VC ./ — 1 .54 CCDSII J 5.7 — 1� 10+30 VF 361.2 -0. 71 X OOp N p t raq ,- 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 .8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 .16+00 17+00 18+00