Nevada County Recorders Subdivision Maps Book 8 (914 images)

LEGEND: ~~. = DRAINWAYS / SWALES ‘ee M.U.S.D.A. = MINIMUM USEABLE susoag} = SEWAGE DISPOSAL AREAS SEE NOTE 4 AND 95 LANDMARK OAK TREE 36” DIA+ (SEE NOTE 7. ON SHEET 6) 9: SEWAGE DISPOSAL 1. THERE iS NO GUARANTEE THAT SEWAGE CAN BE DISPOSED OF ON ANY LOT OR PARCEL OF THE RECORDED MAP. 2. THE PARCELS SERVED BY THE CENTRALIZED SEWAGE DISPOSAL SYSTEM ARE COLLECTIVELY RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF SAID SYSTEM COLLECTIVELY. THE FORMATION OF A HOMEOWNERS ASSOCIATION IS RECOMMENDED. 3. THE MAXIMUM NUMBER OF BEDROOMS ALLOWED PER PARCEL SERVED BY THE CENTRALIZED SEWAGE DISPOSAL SYSTEM SHALL BE THE MAXIMUM NUMBER OF BEDROOMS CORRESPONDING WITH THE NUMBER APPROVED ON SAID SYSTEM’S CONSTRUCTION PERMIT. 4, DUE TO THE HIGH DEGREE OF SOIL VARIABILITY IDENTIFIED ON THIS SUBDIVISION ALL PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEMS SHALL BE DESIGNED UNDER THE ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF SECTION 4291 OF THE PUBLIC CRITERIA OF SECTION L-VI 1.9 OF THE LAND USE AND DEVELOPMENT CODE AND SHALL INCLUDE AN OPEN TRENCH INSPECTED BY THE SYSTEM DESIGNER. AND FOR CENTRALIZED WASTEWATER COLLECTION, TREATMENT & DISPOSAL SYSTEMS SECTION L-VI ARTICLE 3 OF THE LAND USE AND DEVELOPMENT CODE. FINAL MAP — EM. 98-01 BUCK MOUNTAIN ESTATES SUPPLEMENTAL DATA PHASE 4 LOCATED WITHIN THE SOUTH 1/2 OF SECTION 34, T.15N., R8E., MDM WITHIN THE UNINCORPORATED TERRITORY OF NEVADA COUNTY, CA. JUNE 14, 2006 5. SEWER SYSTEM DESIGN, FIELD LOCATION AND CONSTRUCTION MUST BE APPROVED BY A REGISTERED GEOLOGIST, CIVIL ENGINEER, OR ENVIRONMENTAL HEALTH SPECIALIST. THE SEPTIC SYSTEM DETAIL DESIGN (SHEET 1 OF 1) BY HOLDREGE & KULL GEOTECHNICAL CONSULTANTS IS ON FILE AT THE COUNTY DEPT. OF ENVIRONMENTAL HEALTH. 6. SEE SHEET 7 FOR PRECISE LOCATIONS AND MEASUREMENTS FOR MUSDA AREAS SHOWN HEREON. 7. SEE SHEET 6 FOR ADDITIONAL REQUIREMENTS. NEVADA COUNTY CONSOLIDATED FIRE DIST. VEGETATION CLEARANCE AROUND ALL STRUCTURES SHALL BE MAINTAINED IN RESOURCES CODE. THIS SECTION REQUIRES THAT A FIRE BREAK AT LEAST 100-FOOT IN WIDTH, OR TO THE PROPERTY LINE, WHICHEVER IS NEARER, BE MAINTAINED AROUND ALL STRUCTURES BY REMOVING AND CLEARING AWAY ALL BRUSH, FLAMMABLE VEGETATION, OR COMBUSTIBLE GROWTH. WATER AVAILABILITY THERE IS NO GUARANTEE THAT WATER IS AVAILABLE ON ANY LOT OR PARCEL ON THE RECORDED MAP. / i . [ 11S NOT A BUILDING SITE 9 ou 6 : SEWAGE DISPOSAL UNAVAILABLE 7 PAR D . / CCESS TO LOT2 IS PERMITTED BEAR RIVER RECREATION & PARK DISTRICT Bt om sewer . ! OVER LOT 1 WITHIN AREA "A” e. EASEMENT ee eee 4 PM 134 . 95'SEWER EASEMENT DOC.NO. 2000-29954 = NN , . APPURTENANT TO 704 O.R. 507 APPURTENANT TO PARCELS we 50’ (P.T.E.) ' LOTS 2 THRU 6 731 OA. S14 4.65 : 2 THRU 6 HEREON y 0°26'48" E 5984.69" OA a ws a . . HEREON 30.00 RP—a.’ 580 0.00" — ! 3OD.DD 734.48" M480 PP 180.00 OS 186.00" me 226.08 5 vl _Cl * che \ a _ BB (E) SWALE _ . peg pf pe ee 4 “LOT: 1 \\ 40" WIDE SEWER fo = sX a7 DE. $ * 9000 SQ FT 2 29 ACRES, , “A S Aocess EASEMENT > ho a = A \ ‘ ols 16000 $0 / a : Po A Co Goloo \ \ ols FT MUSDA [> MUSDA Nr ie Be sf \ “ ! ie) S n LOT ) ad x 2 qi DIN \ \\ =, a : wt QW S iS wot eee tgs \\e\ LOT 2 Sh 1-50 ACRES 393 LoT 4 oy LOT 5 oft \\ 5 a 38 LOT 10 wif KR ce ew i wy ré a at 1.50 ACRES oof 60’ =e oly 1.74 ACRES @ ae \ Ih 2.35 ACES, UZ ry . f an re ‘ — fe AREA A , " = a a 8 \ ea 40" WIDE LOT 6 \\ LOT 7 AREA"D” . as A = 17°36°43” KARE} EN pl = = R = 230.00" SPAS & . L = 70.70 ~ tay A = 03°41'20" 6150’ s 8 — SUBS — 76 pe eae : R=2270' = L = 40.56 LOT 4 4=05'22'57 Ly A = 45'52’47/ L=213.25' ; On: R = 170.00 = 36°25'13” ra i L = 136.13 = 230.00’ . = +h = 146.20" ~ R=1070/ Si A =14°19'10 = * LOT 9 / PHASE 27 \ = 267-42 ~ 25 ! 8 SUBS 67 ior . LOT 4 a 0 \ 8 SUBS 107 . g) an ASE 3 “Psion Lr 98 “ ~~ . “ / if /’ vot 2 KARE te : jl 7 / : : am 4 E iy 1 H In an io ~ ” ’ co i yy iT, SCALE 1”=100 “ . ; iu iy! . \ fi IPL 1, 20 / ae 10 M.P.E. (TYP) . SHEET _5 OF _7 SHEETS We Sub $i

LEGEND: ~~.. = DRAINWAYS / SWALES ‘ee M.U.S.D.A. = MINIMUM USEABLE susoag} = SEWAGE DISPOSAL AREAS SEE NOTE 4 AND 95 LANDMARK OAK TREE 36” DIA+ (SEE NOTE 7. ON SHEET 6) 9: SEWAGE DISPOSAL 1. THERE iS NO GUARANTEE THAT SEWAGE CAN BE DISPOSED OF ON ANY LOT OR PARCEL OF THE RECORDED MAP. 2. THE PARCELS SERVED BY THE CENTRALIZED SEWAGE DISPOSAL SYSTEM ARE COLLECTIVELY RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF SAID SYSTEM COLLECTIVELY. THE FORMATION OF A HOMEOWNERS ASSOCIATION IS RECOMMENDED. 3. THE MAXIMUM NUMBER OF BEDROOMS ALLOWED PER PARCEL SERVED BY THE CENTRALIZED SEWAGE DISPOSAL SYSTEM SHALL BE THE MAXIMUM NUMBER OF BEDROOMS CORRESPONDING WITH THE NUMBER APPROVED ON SAID SYSTEM’S CONSTRUCTION PERMIT. 4, DUE TO THE HIGH DEGREE OF SOIL VARIABILITY IDENTIFIED ON THIS SUBDIVISION ALL PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEMS SHALL BE DESIGNED UNDER THE ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF SECTION 4291 OF THE PUBLIC CRITERIA OF SECTION L-VI 1.9 OF THE LAND USE AND DEVELOPMENT CODE AND SHALL INCLUDE AN OPEN TRENCH INSPECTED BY THE SYSTEM DESIGNER. AND FOR CENTRALIZED WASTEWATER COLLECTION, TREATMENT & DISPOSAL SYSTEMS SECTION L-VI ARTICLE 3 OF THE LAND USE AND DEVELOPMENT CODE. FINAL MAP — EM. 98-01 BUCK MOUNTAIN ESTATES SUPPLEMENTAL DATA PHASE 4 LOCATED WITHIN THE SOUTH 1/2 OF SECTION 34, T.15N., R8E., MDM WITHIN THE UNINCORPORATED TERRITORY OF NEVADA COUNTY, CA. JUNE 14, 2006 5. SEWER SYSTEM DESIGN, FIELD LOCATION AND CONSTRUCTION MUST BE APPROVED BY A REGISTERED GEOLOGIST, CIVIL ENGINEER, OR ENVIRONMENTAL HEALTH SPECIALIST. THE SEPTIC SYSTEM DETAIL DESIGN (SHEET 1 OF 1) BY HOLDREGE & KULL GEOTECHNICAL CONSULTANTS IS ON FILE AT THE COUNTY DEPT. OF ENVIRONMENTAL HEALTH. 6. SEE SHEET 7 FOR PRECISE LOCATIONS AND MEASUREMENTS FOR MUSDA AREAS SHOWN HEREON. 7. SEE SHEET 6 FOR ADDITIONAL REQUIREMENTS. NEVADA COUNTY CONSOLIDATED FIRE DIST. VEGETATION CLEARANCE AROUND ALL STRUCTURES SHALL BE MAINTAINED IN RESOURCES CODE. THIS SECTION REQUIRES THAT A FIRE BREAK AT LEAST 100-FOOT IN WIDTH, OR TO THE PROPERTY LINE, WHICHEVER IS NEARER, BE MAINTAINED AROUND ALL STRUCTURES BY REMOVING AND CLEARING AWAY ALL BRUSH, FLAMMABLE VEGETATION, OR COMBUSTIBLE GROWTH. WATER AVAILABILITY THERE IS NO GUARANTEE THAT WATER IS AVAILABLE ON ANY LOT OR PARCEL ON THE RECORDED MAP. / i . [ 11S NOT A BUILDING SITE 9 ou 6 : SEWAGE DISPOSAL UNAVAILABLE 7 PAR D . / CCESS TO LOT2 IS PERMITTED BEAR RIVER RECREATION & PARK DISTRICT Bt om sewer . ! OVER LOT 1 WITHIN AREA "A” e. EASEMENT ee eee

4 PM 134 . 95'SEWER EASEMENT DOC.NO. 2000-29954 = NN , . APPURTENANT TO 704 O.R. 507 APPURTENANT TO PARCELS we 50’ (P.T.E.) ' LOTS 2 THRU 6 731 OA. S14 4.65 : 2 THRU 6 HEREON y 0°26'48" E 5984.69" OA a ws a . . HEREON 30.00 RP—a.’ 580 0.00" — ! 3OD.DD 734.48" M480 PP 180.00 OS 186.00" me 226.08 5 vl _Cl * che \ a _ BB (E) SWALE _ . peg pf pe ee 4 “LOT: 1 \\ 40" WIDE SEWER fo = sX a7 DE. $ * 9000 SQ FT 2 29 ACRES, , “A S Aocess EASEMENT > ho a = A \ ‘ ols 16000 $0 / a : Po A Co Goloo \ \ ols FT MUSDA [> MUSDA Nr ie Be sf \ “ ! ie) S n LOT ) ad x 2 qi DIN \ \\ =, a : wt QW S iS wot eee tgs \\e\ LOT 2 Sh 1-50 ACRES 393 LoT 4 oy LOT 5 oft \\ 5 a 38 LOT 10 wif KR ce ew i wy ré a at 1.50 ACRES oof 60’ =e oly 1.74 ACRES @ ae \ Ih 2.35 ACES, UZ ry . f an re ‘ — fe AREA A , " = a a 8 \ ea 40" WIDE LOT 6 \\ LOT 7 AREA"D” . as A = 17°36°43” KARE} EN pl = = R = 230.00" SPAS & . L = 70.70 ~ tay A = 03°41'20" 6150’ s 8 — SUBS — 76 pe eae : R=2270' = L = 40.56 LOT 4 4=05'22'57 Ly A = 45'52’47/ L=213.25' ; On: R = 170.00 = 36°25'13” ra i L = 136.13 = 230.00’ . = +h = 146.20" ~ R=1070/ Si A =14°19'10 = * LOT 9 / PHASE 27 \ = 267-42 ~ 25 ! 8 SUBS 67 ior . LOT 4 a 0 \ 8 SUBS 107 . g) an ASE 3 “Psion Lr 98 “ ~~ . “ / if /’ vot 2 KARE te : jl 7 / : : am 4 E iy 1 H In an io ~ ” ’ co i yy iT, SCALE 1”=100 “ . ; iu iy! . \ fi IPL 1, 20 / ae 10 M.P.E. (TYP) . SHEET _5 OF _7 SHEETS We Sub $i