Nevada County Recorders Subdivision Maps Book 8 (914 images)

30k 3 Sub § aq > ROEM . 873322°?.011 STROHM Bf L220 . PARCEL S / SUR. 65 S. 1/2 SECTION 28, PARCEL» 1 15.284 ACRES GIBSON 678 O.R. 302 18.284 ACRES R=? \ \ \ § \ O ” 000" 033'18 M.D.M. T.16N., R.8E., LEWIS 1030 O.R.011 PLE, PER 17 P.M. 19] NOTES: 1. THIS IS A GIFT DEED DIVISION. 2. THE EXACT LOCATION OF THE EASEMENT FOR THE RIGHT TO USE WATER RECORD IN BOOK 154 AT PAGE 417, OFFICIAL RECORDS IS NOT DEFINED OF RECORD. 3. WATER SERVICE BY INDIVIDUAL WELLS. 4, SEWAGE DISPOSAL BY INDIVIDUAL SEPTIC AND LEACH LINES. 5. M.U.S.D.A. INDICATES MINIMAL USABLE SEWAGE DISPOSAL AREA. 20’ OFFER OF DEDICATION PER DOC. 87-35632 989 O.R. 168 & AN EXIST. 40’ R/W TO GLEN MEADOW DR. PER 9 P.M. 3d. i 4 en, a ~~ 4° . . \ f I EXISTING DWELLING ———-/ VSG EXIST. 30’ R/W PER 889 O.R. 500, iF ry I . i . 12,000 SF. f \ MUSDA . p@2 / Ne e EXISTING WELL S 81°55'23” W 00.36" TIE \ y 12,000 SFY eal MUSDA! © PARCEL~ 2 3.00 ACRES 1=552.66 0” =— \ sTATE HIGHWAY RELINQUISHMENT OF ABUTTERS RIGHTS PER DOC. 82-12102 N. 1/2 SECTION 33, T.16N., 20 R.8E., . EXISTING WELL r @ i . f EXIST. UTILITY POLE 1; f LINE, EASEMENT PER J ) O.R. 992 @ 541 EXISTNG AC DRIVEWAY AND LOEWY 84—-16639 yt GIBSON 678 O.R. 302 32’ ACCESS EASEMENT Po. PER DOC. 94~.31982 . = LOLWY 84—-16639 6. THERE IS NO GUARANTEE THAT WATER IS AVAILABLE OR THAT SEWAGE CAN BE DISPOSED OF ON ANY LOT OR PARCEL ON THIS MAP. 7, SHOULD ARIFACTS OR UNUSUAL AMOUNTS OF STONE, BONE OR SHELL BE UNCOVERED DURING CONSTRUCTION ACTIVITIES, ALL WORK SHALL BE HALTED AND A QUALIFIED ARCHAEOLOGIST SHALL BE CONTACTED FOR AN ON-SITE CONSULTATION. IF THE BONE APPEARS TO BE HUMAN, CALIFORNIA LAW MANDATED THE NEVADA COUNTY CORONER 916-265-1220) AND THE NATIVE HERITAGE COMMISSION 916-322-7791) BE CONTACTED. 8A. DRIVEWAYS 150 FEET OR LESS IN LENGTH TO INDIVIDUAL BUILDING SITES, SHALL PROVIDE NOT LESS THAN A 10—FOOT WIDE, UNOBSTRUCTED, ALL—WEATHER DRIVING SURFACE WITH ONE-FOOT GRADED SHOULDERS ON EACH SIDE. DRIVEWAYS EXCEEDING 150 FEET IN LENGTH, BUT LESS THAN 800 FEET IN LENGTH, SHALL PROVIDE A TURNOUT NEAR THE MIDPOINT OF THE DRIVEWAY. WHERE THE DRIVEWAY EXCEEDS 800 FEET, TURNOUTS SHALL BE PROVIDED NO MORE THAN 400 FEET APART. TURNOUTS SHALL BE A MINIMUM OF 10 FEET WIDE AND 30 FEET LONG WITH A MINIMUM 25-FOOT TAPER ON EACH END. THE TOTAL ROADWAY WIDTH, IN THE AREA OF THE TURNOUTS, IS 22 FEET. THIS INCLUDES 20 FEET OF DRIVING SURFACE AND ONE-FOOT SHOULDERS ON EACH SIDE. B. ALL—-WEATHER DRIVING SURFACE IS ANY SURFACE THAT IS CAPABLE OF SUPPORTING A 40,000 POUND VEHICLE. HARD SURFACED ROADWAYS ARE PREFERRED. THE MAXIMUM ACCEPTABLE GRADE IS 20 PERCENT. HARD SURFACED ROADWAYS ARE REQUIRED FOR GRADES IN EXCESS OF 16 PERCENT. C. DRIVEWAYS SHALL BE CONSTRUCTED IN SUCH A MANNER AS TO PROVIDE VEHICLE ACCESS WITHIN 50 FEET OF THE NEAREST PORTION OF ALL RESIDENCES. D. MINIMUM VERTICLE CLEARANCE FOR ALL ACCESS ROADWAYS SHALL BE LESS THAN 15 FEET. E. ALL DEAD-END DRIVEWAYS THAT EXCEED 400 FEET IN LENGTH SHALL BE PROVIDED WITH APPROVED TURNAROUNDS LOCATED WITHIN 50 FEET OF THE STRUCTURE, TURNAROUNDS MAY BE OF THE CUL-DE-SAC OR HAMMER HEAD DESIGN. F. ROADSIDE VEGETATION CONTRIBUTING TO A SIGNIFICANT RISK OF FIRE, SHALL BE REMOVED FOR A DISTANCE OF NOT LESS THAN 10 FEET ON EITHER SIDE OF ALL DRIVEWAYS. THIS REQUIREMENT DOES NOT APPLY TO INDIVIDUAL ISOLATED TREES, OR ORNAMENTAL SHRUBBERY, OR SIMILAR PLANTS WHICH ARE USED FOR GROUND COVER. THESE REQUIREMENTS DO APPLY IF SUCH VEGETATION FORMS A MEANS OF RAPIDLY TRANSMITTING FIRE FROM GROUND VEGETATION TO TREE CANOPIES. G. THE ROAD IMPROVEMENT FEE, IN ACCORDANCE WITH NEVADA COUNTY ORDINANCE NO. 1637 CREATING AND ESTABLISHING THE AUTHORITY FOR IMPOSING AND CHARGING A ROAD IMPROVEMENT FEE WITHIN THE UNINCORPORATED TERRITORY OF NEVADA COUNTY, WILL BE LEVIED, AND WILL BE BASED ON THE LATEST FEE SCHEDULE ADOPTED BY THE BOARD OF SUPERVISORS. SAID FEE SHALL BE PAID TO THE DEPARTMENT OF TRANSPORTATION PRIOR TO BUILDING PERMIT ISSUANCE. SUPPLEMENTAL DATA MAP FOR . FINAL MAP 95-008 MARYLOU GIBSON BEING A PORTION OF N 1 /2 SEC. 337. 16N., R.8E., M.D.M. IN THE UNINCORPORATED TERRITORY OF NEVADA COUNTY, CALIFORNIA SCALE: 1” = 100’ MAY, 1994 M.D.M. CRANMER ENGINEERING, INC. GRASS VALLEY, CALIFORNIA Sub 8/29 SHEETS 3 OF ) 92094

30k 3 Sub § aq > ROEM . 873322°?.011 STROHM Bf L220 . PARCEL S / SUR. 65 S. 1/2 SECTION 28, PARCEL» 1 15.284 ACRES GIBSON 678 O.R. 302 18.284 ACRES R=? \ \ \ § \ O ” 000" 033'18 M.D.M. T.16N., R.8E., LEWIS 1030 O.R.011 PLE, PER 17 P.M. 19] NOTES: 1. THIS IS A GIFT DEED DIVISION. 2. THE EXACT LOCATION OF THE EASEMENT FOR THE RIGHT TO USE WATER RECORD IN BOOK 154 AT PAGE 417, OFFICIAL RECORDS IS NOT DEFINED OF RECORD. 3. WATER SERVICE BY INDIVIDUAL WELLS. 4, SEWAGE DISPOSAL BY INDIVIDUAL SEPTIC AND LEACH LINES. 5. M.U.S.D.A. INDICATES MINIMAL USABLE SEWAGE DISPOSAL AREA. 20’ OFFER OF DEDICATION PER DOC. 87-35632 989 O.R. 168 & AN EXIST. 40’ R/W TO GLEN MEADOW DR. PER 9 P.M. 3d. i 4 en, a ~~ 4° . . \ f I EXISTING DWELLING ———-/ VSG EXIST. 30’ R/W PER 889 O.R. 500, iF ry I . i . 12,000 SF. f \ MUSDA . p@2 / Ne e EXISTING WELL S 81°55'23” W 00.36" TIE \ y 12,000 SFY eal MUSDA! © PARCEL~ 2 3.00 ACRES 1=552.66 0” =— \ sTATE HIGHWAY RELINQUISHMENT OF ABUTTERS RIGHTS PER DOC. 82-12102 N. 1/2 SECTION 33, T.16N., 20 R.8E., . EXISTING WELL r @ i . f EXIST. UTILITY POLE 1; f LINE, EASEMENT PER J ) O.R. 992 @ 541 EXISTNG AC DRIVEWAY AND LOEWY

84—-16639 yt GIBSON 678 O.R. 302 32’ ACCESS EASEMENT Po. PER DOC. 94~.31982 . = LOLWY 84—-16639 6. THERE IS NO GUARANTEE THAT WATER IS AVAILABLE OR THAT SEWAGE CAN BE DISPOSED OF ON ANY LOT OR PARCEL ON THIS MAP. 7, SHOULD ARIFACTS OR UNUSUAL AMOUNTS OF STONE, BONE OR SHELL BE UNCOVERED DURING CONSTRUCTION ACTIVITIES, ALL WORK SHALL BE HALTED AND A QUALIFIED ARCHAEOLOGIST SHALL BE CONTACTED FOR AN ON-SITE CONSULTATION. IF THE BONE APPEARS TO BE HUMAN, CALIFORNIA LAW MANDATED THE NEVADA COUNTY CORONER 916-265-1220) AND THE NATIVE HERITAGE COMMISSION 916-322-7791) BE CONTACTED. 8A. DRIVEWAYS 150 FEET OR LESS IN LENGTH TO INDIVIDUAL BUILDING SITES, SHALL PROVIDE NOT LESS THAN A 10—FOOT WIDE, UNOBSTRUCTED, ALL—WEATHER DRIVING SURFACE WITH ONE-FOOT GRADED SHOULDERS ON EACH SIDE. DRIVEWAYS EXCEEDING 150 FEET IN LENGTH, BUT LESS THAN 800 FEET IN LENGTH, SHALL PROVIDE A TURNOUT NEAR THE MIDPOINT OF THE DRIVEWAY. WHERE THE DRIVEWAY EXCEEDS 800 FEET, TURNOUTS SHALL BE PROVIDED NO MORE THAN 400 FEET APART. TURNOUTS SHALL BE A MINIMUM OF 10 FEET WIDE AND 30 FEET LONG WITH A MINIMUM 25-FOOT TAPER ON EACH END. THE TOTAL ROADWAY WIDTH, IN THE AREA OF THE TURNOUTS, IS 22 FEET. THIS INCLUDES 20 FEET OF DRIVING SURFACE AND ONE-FOOT SHOULDERS ON EACH SIDE. B. ALL—-WEATHER DRIVING SURFACE IS ANY SURFACE THAT IS CAPABLE OF SUPPORTING A 40,000 POUND VEHICLE. HARD SURFACED ROADWAYS ARE PREFERRED. THE MAXIMUM ACCEPTABLE GRADE IS 20 PERCENT. HARD SURFACED ROADWAYS ARE REQUIRED FOR GRADES IN EXCESS OF 16 PERCENT. C. DRIVEWAYS SHALL BE CONSTRUCTED IN SUCH A MANNER AS TO PROVIDE VEHICLE ACCESS WITHIN 50 FEET OF THE NEAREST PORTION OF ALL RESIDENCES. D. MINIMUM VERTICLE CLEARANCE FOR ALL ACCESS ROADWAYS SHALL BE LESS THAN 15 FEET. E. ALL DEAD-END DRIVEWAYS THAT EXCEED 400 FEET IN LENGTH SHALL BE PROVIDED WITH APPROVED TURNAROUNDS LOCATED WITHIN 50 FEET OF THE STRUCTURE, TURNAROUNDS MAY BE OF THE CUL-DE-SAC OR HAMMER HEAD DESIGN. F. ROADSIDE VEGETATION CONTRIBUTING TO A SIGNIFICANT RISK OF FIRE, SHALL BE REMOVED FOR A DISTANCE OF NOT LESS THAN 10 FEET ON EITHER SIDE OF ALL DRIVEWAYS. THIS REQUIREMENT DOES NOT APPLY TO INDIVIDUAL ISOLATED TREES, OR ORNAMENTAL SHRUBBERY, OR SIMILAR PLANTS WHICH ARE USED FOR GROUND COVER. THESE REQUIREMENTS DO APPLY IF SUCH VEGETATION FORMS A MEANS OF RAPIDLY TRANSMITTING FIRE FROM GROUND VEGETATION TO TREE CANOPIES. G. THE ROAD IMPROVEMENT FEE, IN ACCORDANCE WITH NEVADA COUNTY ORDINANCE NO. 1637 CREATING AND ESTABLISHING THE AUTHORITY FOR IMPOSING AND CHARGING A ROAD IMPROVEMENT FEE WITHIN THE UNINCORPORATED TERRITORY OF NEVADA COUNTY, WILL BE LEVIED, AND WILL BE BASED ON THE LATEST FEE SCHEDULE ADOPTED BY THE BOARD OF SUPERVISORS. SAID FEE SHALL BE PAID TO THE DEPARTMENT OF TRANSPORTATION PRIOR TO BUILDING PERMIT ISSUANCE. SUPPLEMENTAL DATA MAP FOR . FINAL MAP 95-008 MARYLOU GIBSON BEING A PORTION OF N 1 /2 SEC. 337. 16N., R.8E., M.D.M. IN THE UNINCORPORATED TERRITORY OF NEVADA COUNTY, CALIFORNIA SCALE: 1” = 100’ MAY, 1994 M.D.M. CRANMER ENGINEERING, INC. GRASS VALLEY, CALIFORNIA Sub 8/29 SHEETS 3 OF ) 92094