Loading...
1004,c �o CL W O U) a:I r C (PU Q� aw Lj � to o X tV 00 NO 00 a �U) tto M 7 n. U') 00 Q N a. C' Eo U D O - NOTE: MINIMUM LOT AREA 7,500 SF MINIMUM LOT WIDTH ALTA/ACSM LAND TITLE SURVEY OLSSON ASSOCIATES AND THE SURVEYOR OF RECORD MAKE NO GUARANTEES THAT THE NONE SPECIFIED FRONT YARD SETBACK (FEET) 50' US HWY 6 (25' SYLVAN LAKE ROAD) STREET SIDE YARD SETBACK (FEET) UNDERGROUND UTILITIES SHOWN HEREON COMPRISE ALL SUCH UTILITIES IN THE AREA, INTERIOR SIDE YARD SETBACK (FEET) GREATER OF 12.5' OR 1/2 BLDG. HEIGHT REAR YARD SETBACK (FEET) U M & GO #998 EITHER IN SERVICE OR ABANDONED. OLSSON ASSOCIATES AND THE SURVEYOR OF 35' MAXIMUM BUILDING COVERAGE 1009 MAXIMUM IMPERVIOUS COVERAGE RECORD FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED. OLSSON ASSOCIATES AND THE SURVEYOR OF RECORD FLOOR AREA RATIO ONE SPECIFIED * ZONE REQUIREMENTS ARE BASED ON REZONING TO CL - COMMERCIAL LIMITED SITUATED tA N N 1 Q RS IN SECTION 5, TOWNSHIP 5 SOUTH, HAVE NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. IF ANY UNDERGROUND J � C>D o P_ UTILITY LOCATIONS ARE REQUIRED, THEY WILL HAVE TO BE VERIFIED BY FIELD POTHOLING Q !!? w RANGE 84 WEST OF THE SIXTH PRINCIPAL C AL M E RI D IAN, THE UTILITIES. OLSSON ASSOCIATES AND THE SURVEYOR OF RECORD SHALL NOT BE T� 1 0 0 p LIABLE FOR THE LOCATION OF OR THE FAILURE TO NOTE THE LOCATION OF NON- VISIBLE UTILITIES. UTILITIES SHOWN ARE BY OBSERVABLE EVIDENCE AND MARKED UTILITIES PER � CITY O F EAGLE COUNTY O F EAGLE STATE O F CO , , LO � O THE UNCC LOCATE REQUEST TICKET NUMBER 8203300124. THE COMPANIES LISTED ON THE TICKET ARE: CENTURY �0) LEGEND LINK, HOLY CROSS ENERGY, QWEST LOCAL NETWORK FIBER, / SOURCE GAS TRANSMISSION, SOURCE GAS - EAGLE DISTRICT, AND SAN ISABEL TELECOM / INC. a BOULDER ^r' i- ^r ''_ter r�.-� r BUSH ROW / FLOOD ZONE: Q°u BUSH - - - - - - -6530- - - - - - - CONTOUR LINE, MAJOR / .�� CONTROL POINT - - - - - - -6529- - -- - - - - CONTOUR LINE, MINOR / THIS PROPERTY HAS MULTIPLE FLOOD ZONES WITHIN AS SHOWN SCALED HEREON. ZONE "X" ® ELECTRIC BOX - - - --- - - - CURB &GUTTER FLOWLINE AREAS OF 0.29 ANNUAL CHANCE FLOOD; OR AREAS OF 19: ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THEN O ELECTRIC MANHOLE — — — — — — — — EASEMENT LINE ONE SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 19 ANNUAL CHANCE FLOOD. ® ELECTRIC METER •-------------------------•••••••••---••----•-- •- ••-- ••---------------- - - - - -- EDGE OF GRAVEL AREA ZONE "AE" AREAS HAVE BASE FLOOD DEPTHS DETERMINED. ACCORDING TO FEMA FLOOD ® ELECTRIC RISER GUARDRAIL INSURANCE RATE MAP 08037CO389D, EFFECTIVE DATE DECEMBER 4, 2007. AREAS LAYING WITHIN ZONE AE THAT ARE DESIGNATED FLOODWAY HAVE BEEN LABELED ON ® ELECTRIC VAULT - - - - PROPERTY BOUNDARY THIS MAP AS "ZONE AE * ". Oa0 ELECTRICAL OUTLET - - - - PROPERTY LINE ZONING INFORMATION: GUY ANCHOR AND WIRE UGE UTILITY - ELECTRIC LINE, BURIED .�.�RR Xm IRRIC;ATION VAI VF AP AD IITII ITV _ CI C/�TDIh 1 IKIC �%1COUCen /� ! ZONE RMF = RESIDENTIAL MULTI — FAMILY HOME (CURRENT) MINIMUM LOT AREA 7,500 SF MINIMUM LOT WIDTH 25 FT SITE AREA PER UNIT NONE SPECIFIED FRONT YARD SETBACK (FEET) 50' US HWY 6 (25' SYLVAN LAKE ROAD) STREET SIDE YARD SETBACK (FEET) GREATER OF 12.5' OR 1/2 BLDG. HEIGHT INTERIOR SIDE YARD SETBACK (FEET) GREATER OF 12.5' OR 1/2 BLDG. HEIGHT REAR YARD SETBACK (FEET) 25' MAXIMUM HEIGHT (FEET) 35' MAXIMUM BUILDING COVERAGE 1009 MAXIMUM IMPERVIOUS COVERAGE 209 FLOOR AREA RATIO ONE SPECIFIED * ZONE REQUIREMENTS ARE BASED ON REZONING TO CL - COMMERCIAL LIMITED / `P LIGHT POLE FO UTILITY - FIBER OPTIC LINE, BURIED /// �/� O MONUMENT, FOUND GAS GAS UTILITY - NATURAL GAS LINE, BURIED MONUMENT, SET ss UTILITY - SANITARY SEWER LINE, BURIED $ POWER POLE SD UTILITY - STORM SEWER LINE, BURIED irt` POWER POLE WITH LIGHT TEL TEL UTILITY - TELEPHONE LINE, BURIED ® REFLECTOR w UTILITY - WATER LINE, BURIED O SANITARY SEWER MANHOLE - ASPHALT SURFACE 2 7RU SIGN — , CONCRETE SURFACE -- --- - - - -•- ------------------ - - - - -• O SPRINKLER HEAD '; DIRT /GRAVEL SURFACE ----------------------------------------------------------------•-••-•-- O STORM SEWER MANHOLE RIPRAP //i /// /- ��''' ' %// p4" y Pt STUMP fJ ® TELEPHONE CABINET /� /i��� /i /i / 4-1 D TELEPHONE RISER / / Ep %I \ � \ \ Q12 *�12w \04" / / / SANITARY SEWER MANHOLE ?IM= 6562.45 3'• RCP INV IN (SE)= 6555.77 3" RCP INV IN (NE)= 6554.99 2" RCP IN OUT (NW)= 6554.57 Q / Ilk �Q. TRANSFORMER / / t'/ ��'` / / / / f- 4 TREE, CONIFEROUS / dr TREE, DECIDUOUS :1I I (� / l • �/ /I // / Fo �1 ,- BENCHMARKS O UNKNOWN MANHOLE �/\ \ll�� - _ _ z " " �- � '6555 /10000 • �I► . 1. PROJECT BENCHMARK: THE PUBLISHED VALUES OF NGS CONTROL STATION F 280. O WATER MANHOLE / \ i r� I l/ r �\ / v/ Gr� r� \ EL= 6535.15 (NAVD88) \ t / l..•-'% / / •/ b ♦ \: ® WATER PUMP // 'o q ©a • \ 2. SITE BENCHMARK: NGS CONTROL STATION "F 280 ", LOCATED IN THE NORTHWEST ® WOOD POST �,,� �� I \ �\ / / /� ��\ / G ( w/ ! / • END OF THE SOUTHWEST BRIDGE ABUTMENT ALONG US HWY 6 AND OVER BRUSH - ` '�,- �/ \\ \ \ / / ( / j I 0 4"' 4. "C\ ( \ CREEK EL= 6535.15' (NAVD88) / I O I C7 AL I / / / WETLAND EA MARKED BY UNKN WN G� UNTY SURVEYOR'S CERTIFICATE )osited this day of Q 201 Sat .m. in >k j of the Eagle County Land Survey Plats /Rights- Vay Surveys at Page This Land Surrey Plat complies with lion 38 -51 -102, of the Colorado Revised Statutes. G 1 � x. a ^�\ \\ y / / / Q, \ "*» G, o �, MON V \t •\ \ \ , i P \ \ ` ♦ \ \ \ ''' t \ 656+ SANITARY SE R MAfYHOLI 6$6 �\ — \ \ o \ sss� 18 \ 5� 6u /� / / / / / / \ \ \ . \ \ \ ` \ e "'` \ \8" INV OJT (NE) =558.65\ / \\NKNOCONNE6710N / k \ \ \ \ \ \ 'STORM SEWE\R-� _ _ 8L T --RIM- 6561 X5, ' t14: RCP INV IN 5 (, \ 8 1 RCRINV .O_ U {S .75� TREE \ _ MASS // / ''iii /�i %!i "� \ \ � ` / ( \ \ \ \ \ \ 6 \ \ \ ;• • i � �0 \ ` \✓ \.;\ � \ \\� \ \ \ \ \ \\ \ \i __--�/ • \\ '1L ow / � � � / \ \ \ / I� // � � \ \ ,`Pi1.TFi` \ \ \ \\ \ \ \ \ \ \ \ I I \ PARKING AREA — 7 \ \ \ \ \ \ \ l i \ \ N, \ \6S \ \ \ \ \ � � '•. (DIRT) `._s/� Illy `\ � ,I'- ea• i ii // / / i /-iii/ /�� r— / � 1 `� \ ..- -� / - • - / u / r.- r l °, \ \.i \ DIRT PILES` ' l / , \ \� �� \ \ \ \ \ \ \ \-~ \ \\ \ v Sol I si 4 �'� I L "Im , f� / Pau / $au QBbeu L\ \ I 1 DII T, PILES "14� i CIA / � \ \ � Oak• _ \ � �\ � \� \ \ �F, \� \\ \ \\ \�\ \\ t^ t S / \ I PIPE �\ \) I� 020" AcTL 6w Qau \ \ BU /o o GRAVEL' QBU \ ( ��-1 / / /�+ �/ ,r/ PILES 10-2 ti � �+ \, I/ 1Z UMF' W/ F E5 ' l INV IN (S)- 6550.61 Ply, ti0a� I � I 12" CMP INV OUT (S)- 6540.86 N Q W E Q S 1 " = 40' 0' 20' 40' 80' SCALE IN FEET ® t, I U W � Z t` Q ou � V J W O N lto � L1J H tA N N 1 Q RS Q J � C>D o P_ T!� Q !!? w C6 T� 1 0 0 p �_? � o L) � U $5 �0) 8012 - L1, aa�s- s vc,)*L LAS 6400 Westown Parkway West Des Moines, Iowa 50266 P: 515- 226 -0128 F: 515- 223 -9873 O Q �- U 0 ULJ � V J W F_ L1J H Q 1 Q Q Z � C>D J T!� Q w W T� 1 < p �_? � J � U Q KG PROJECT TEAM: RDR: KCJ SDM: RDH CPM: TLK z W $ 0 ° o Z 0 O a � Y U) Lu N p o M 0 41-1 I I DATE: 03.02.2015 SHEET NUMBER: 2 OF2 Z 0 Of