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HomeMy WebLinkAboutEAGLE RIVER VALLEY RANCHETTES LT 17AOnsite File x DWELUNc WI�I RLA WAY RD. ROAD SHOULDER EXISTING o DRIVEWAY VO) BASIS OF BEARING _ S89'59'15"E -399.00'(R) 399.05'(M)-, -s i.00'(R&CT , r � .III �•, t 29 -BSL` (SsA l�S§o�i I i / II t `�'j o SEE `PROP0$ED,-Y-) O _ - TC ETA\IL O N o _ `��0 O o >ri -- `=�6f` �0 m 1 /' cn LO`\ ll�, rx m — — — — — — T —„—�- i — — — — ohu \N89-59' 15_ W' _ 133.00'(8&C)1 -- —^Z-—�'--}''--r— }�� LEGEND: 16.4'x8.0' SHED I-' z (C)=CALCULATED DATA p (M)=MEASURED DATA N (R)=RECORD DATA iJ N w ohu=OVERHEAD UTILITIES R.P.=REFERENCE POINT BSL=BUILDING SETBACK LINE El =REMOTE METER BASE cZ)3 =UTILITY POLE H ❑ =UTILITY PEDESTAL O Q =PROPOSED TOWER ®p -=PROPOSED DRAINAGE -c�- =EXISTING DRAINAGE O =EXISTING WELL OF o R<''�;P� 49TH . * ., >................. oO Q.000o0 o{...o......... 0030 Robert J. Farmer 10615-S ARafESSINNAL yPa9 n Al 189'59'15"W ,266.00'(C} RECOVERED 5/8 REBAR TYPICAL aro IN 1.=50' EAGLE RIVER ALASKA RIM ENGINEERING, INC. LOOP P.O. Box 2749, PALMER, AK 99645 SITE -SURVEY 9131 E. FRONTAGE ROAD, SUITE 1 PH: (907)745-0222 : FAX: (907)746-0222 CI EMAIL akrim®alaskarim.com :WEB: www.alaskarim.com WO: 1000436 PAGE: 1 of 1 FB:10-12 & 10-13 Engineers : Planners : surveyors SCALE: AS SHOWN FILE: 1000436_SP I HEREBY CERTIFY THAT A SITE SURVEY WAS PERFORMED UNDER MY DIRECTION ON THE FOLLOWING DESCRIBED PROPERTY: LOT 17–A, EAGLE RIVER VALLEY RANCHETTES SUBDIVISION. PLAT No. 63-129—A, ANCHORAGE RECORDING DISTRICT, ANCHORAGE, AK. SURVEYED ON 12/09/10 AND 4/15/11. NOTES: 1. THIS SURVEY REPRESENTS VISIBLE IMPROVEMENTS AND CONDITIONS ON THE DATE OF SURVEY. 2. ELEVATION AT THE GROUND OF THE PROPOSED TOWER SITE HAS A GEOID09 (NAVD88) ELEVATION OF 582.7 FEET, DERIVED FROM AN OPUS SOLUTION OF A STATIC SURVEY USING A TRIMBLE 5800 R8 SURVEY GRADE GPS RECEIVER. CONTOURS ARE IN 1' INTERVALS. 3. THE PURPOSE OF THIS SURVEY IS TO DEPICT THE PROPOSED CELL TOWER IMPROVEMENTS AS THEY RELATE TO PROPERTY LINES. THIS SURVEY MAY NOT DEPICT ALL IMPROVEMENTS LOCATED ON THIS PARCEL. 4. IT IS THE USERS RESPONSIBILITY TO DETERMINE THE EXISTENCE OF ANY EASEMENTS, COVENANTS, OR RESTRICTIONS WHICH DO NOT APPEAR ON THE RECORDED PLAT OR IS SUPPLIED BY CLIENT. 5. SETBACKS SHOWN HEREON WERE PROVIDED BY THE CLIENT. t PROPOSED TOW R DETAIL I tI 4 1 O E–+cic, , 1 O4 0 0 0 0 0 a 1-4 �4 RECOVERED 5/8„ REBAR EXISTING X\ FENCE-�- W/ PLASTIC CAP 5773-S IN 1.=50' EAGLE RIVER ALASKA RIM ENGINEERING, INC. LOOP P.O. Box 2749, PALMER, AK 99645 SITE -SURVEY 9131 E. FRONTAGE ROAD, SUITE 1 PH: (907)745-0222 : FAX: (907)746-0222 CI EMAIL akrim®alaskarim.com :WEB: www.alaskarim.com WO: 1000436 PAGE: 1 of 1 FB:10-12 & 10-13 Engineers : Planners : surveyors SCALE: AS SHOWN FILE: 1000436_SP I HEREBY CERTIFY THAT A SITE SURVEY WAS PERFORMED UNDER MY DIRECTION ON THE FOLLOWING DESCRIBED PROPERTY: LOT 17–A, EAGLE RIVER VALLEY RANCHETTES SUBDIVISION. PLAT No. 63-129—A, ANCHORAGE RECORDING DISTRICT, ANCHORAGE, AK. SURVEYED ON 12/09/10 AND 4/15/11. NOTES: 1. THIS SURVEY REPRESENTS VISIBLE IMPROVEMENTS AND CONDITIONS ON THE DATE OF SURVEY. 2. ELEVATION AT THE GROUND OF THE PROPOSED TOWER SITE HAS A GEOID09 (NAVD88) ELEVATION OF 582.7 FEET, DERIVED FROM AN OPUS SOLUTION OF A STATIC SURVEY USING A TRIMBLE 5800 R8 SURVEY GRADE GPS RECEIVER. CONTOURS ARE IN 1' INTERVALS. 3. THE PURPOSE OF THIS SURVEY IS TO DEPICT THE PROPOSED CELL TOWER IMPROVEMENTS AS THEY RELATE TO PROPERTY LINES. THIS SURVEY MAY NOT DEPICT ALL IMPROVEMENTS LOCATED ON THIS PARCEL. 4. IT IS THE USERS RESPONSIBILITY TO DETERMINE THE EXISTENCE OF ANY EASEMENTS, COVENANTS, OR RESTRICTIONS WHICH DO NOT APPEAR ON THE RECORDED PLAT OR IS SUPPLIED BY CLIENT. 5. SETBACKS SHOWN HEREON WERE PROVIDED BY THE CLIENT. SPECIAL NOTE: ON 4/15/11 ADDITIONAL SURVEY WORK WAS PERFORMED TO MOVE THE PROPOSED CELL SITE FURTHER WEST, TO TIE ADJACENT BUILDINGS AND TO LOCATE THE EXISTING WELL ©2010 t PROPOSED TOW R DETAIL I tI 4 1 , 1 ti I I i > ' N89'59'15 „W ' PROPOSED �� X 30 00, DRIVEWAY z`. `Z �\ Toxo (A `89'59'15„W PROPOSED FENCE 30 �01- 10' P. TYPICAL 5' R.P. TYPICAL�`- SPECIAL NOTE: ON 4/15/11 ADDITIONAL SURVEY WORK WAS PERFORMED TO MOVE THE PROPOSED CELL SITE FURTHER WEST, TO TIE ADJACENT BUILDINGS AND TO LOCATE THE EXISTING WELL ©2010