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Home My WebLink AboutDRB130441 PLANS APPROVEDGENERAL NOTES 1. DATE OF TOPOGRAPHY: MARCH 16, 2001. ADDITIONAL TOPOGRAPHY AUGUST 27, 2013. 2. PROJECT BENCHMARK: SEWER MANHOLE MH 120 LOCATED SOUTH OF LOT 9 IN THE CUL—DE—SAC OF BRIDGE ROAD. SEWER MANHOLE MH 120 RIM ELEVATION = 8387.0, INVERT ELEVATION = 8381.8 (SEE DRAWING). 3. BUILDING TIES ARE PERPENDICULAR OR RADIAL TO PROPERTY LINES AND ARE INDICATED IN PARENTHESIS (XX.X'). 4. THE SOLE PURPOSE OF THIS PARTIAL TOPOGRAPHIC MAP AND IMPROVEMENT LOCATION CERTIFICATE ARE FOR A POSSIBLE GARAGE ADDITION WITH A DRIVEWAY.. OTHER FEATURES EXIST WHICH ARE NOT SHOWN HEREON. 5. PEAK LAND CONSULTANTS, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS —OF —WAY OF RECORD. NO TITLE POLICY OR COMMITMENT WAS PROVIDED TO ESTABLISH THE EXISTENCE THEREOF. BOUNDARIES AND EASEMENTS SHOWN HEREON ARE PER THE RECORD PLAT. 6. .NOTICE ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER. SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. ••i i 1 1 +T T` ! ! i i • i'•!! !• i'i •-• i i i ! 1001 BRENT BIGGS COLORADO • `: FOR & ON BEHALF OF ! CONSULTANTS, asr• � � � r , r� IMPROVEMENT I HEREBY CERTIFY THAT THIS i • ! FOR JUNE FRAZIER THAT IT IS NOT ! SURVEY PLAT OR IMPROVEMENT AND THAT IT IS NOT ! BE RELIED UPON FOR THE ESTABLISHMENT OF ! OR OTHER FUTURL AQ2O\E11UE1'T LINES. I FURTHER CERTIFY.THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, 08/27/13, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. ATWI C Q ISf io r; a a' J G7 h N? 0 a 3 is 0 b O pE O 'u COLORADO . 27598 FOR & ON OF ! CONSULTANTS, FOUND No. 5 REBAR WITH 1V ALUMINUM CAP L.S. No. 27598 Ilk' . >5 . C:a . FOUND No. 5 REBAR WITH 1}2" ALUMINUM CAP `" • L.S. No. 27598 4 Q, FOUND No. 5 REBAR WITH ALUMINUM CAP r / LS. No. 20695 "MODERATE HAZARD" SNOW OR DEBRIS AVALANCHES LOT 8 /�b ti. %4D tISO t ` pl,t `.�. 1t Ca V s1 75 f � v F 5 + < '� I 'ddt IBO O rm.' Y� eva. "� Z §.aA, �"d Lw.S'� .... -._ .... +► r + i ` # # f # • • FOUND No. 5 REBAR WITH 1,X". ALUMINUM CAP L.S. No. 27598 8389.2 8389.3 \ GRAPHIC SCALE i 5 10 FEET ) 1 inch = ft. �t �. 8371.1 1371.2 8371.1 EDGE OF ASPHALT 8372.3 FLOW LINE OF /-CONCRETE PAN q&m- 8374.1 8375.5 — +r' /�jf t� 8375.9 FOUND No. 5 REBAR WITH U2" ALUMINUM CAP L.S. No. 27598 " 3� 1 k t FOUND No. 5 REBAR WITH 1h" ALUMINUM CAP L.S. No. 27598 r • Mark Peel, g_ O.Box1202 Vail,Colorado 81658- s Ii• plarchQvail.net s i ! • A • TABLE CURVE oil] ' _�� it l� w , + # . 1 PH: (970)476 -8844 FAX:(970)476 -8618 1000 LION'S RIDGE LOOP, SUITE 1D VAIL, CO 81657 GENERAL NOTES 1. DATE OF TOPOGRAPHY. MARCH 16, 2001. ADDITIONAL TOPOGRAPHY AUGUST 27, 2013. 2' PROJECT BENCHMARK: SEWER MANHOLE WH 120 LOCATED SOUTH OF LOT Q IN THE CUL—DE—SAC OF BRIDGE ROAD. SEWER MANHOLE MH 120 RIM ELEVATION = 8387.0, INVERT ELEVATION = 8381,8 (SEE DRAWING). 3. BUILDING TIES ARE PERPENDICULAR OR RADIAL TO PROPERTY LINES AND ARE INDICATED IN PARENTHESIS (%X'X")' 4` THE SOLE PURPOSE OF THIS PARTIAL TOPOGRAPHIC MAP AND IMPROVEMENT LOCATION CERTIFICATE ARE FOR A POSSIBLE GARAGE ADDITION NTH A DRIVEWAY. OTHER FEATURES EXIST WHICH ARE NOT SHOWN HEREON. 5. PEAK LAND CONSULTANTS, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS—OF—WAY OF RECORD. NO TITLE POLICY OR COMMITMENT WAS PROVIDED TO ESTABLISH THE EXISTENCE THERBJF, BOUNDARIES AND EASEMENTS SHOWN HEREON ARE PER THE RECORD PLAT. W, N011OE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT |N THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY B[ COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CER10ROAIION SHOWN HEREON. SURVEYOR'S CER11FICATE 1, BRENT BIGGS, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE. COLORADO P.L.S. No. 27598 FOR & ON BEHALF OF PEAK | HEREBY CERTIFY THAT THIS IMPROVEMENTLOCA11ON CER11FKCATE WAS PREPARED FOR-JUNE FRAZIER THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT |TIS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT 0F FENCE, BUILDING OR 01-HER FUTURE IMPROVEMENT LINES. | FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE 08/27/13, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE B NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART DF SAID PARCEL~ EXCEPT AS NOTED. BRENT 8IGGS OD0RADOP\LS. No. � FOR & ON BEHALF OF 0 RE mm FOUND No. 5RE8AR WITH IV ALUMINUM CAP L.S. No. 27598 FOUND No. 5 REBAR NTH 1V ALUMINUM CAP FOUND No. 5 REBAR NTH ALUMINUM CAP 8368.2 FOUND No. 5 REBAR <l/ —WITH 0j" ALUMINUM CAP LOT 9. 836115 L.S. No. 27598 0.396 ACRES LOT 8 ADDRESS: 3826 BRIDGE ROAD ?1 8369.2 " ~~..~ Ap tK ^ ^� �� .�' . -~ '^ \ ^ QE OFASPHN « FLAGSTONE J WALK 4LK `~� - &3�a—�_ � \ �� ASPHALT asz�� ``�-� �� ..~._ ~~ o^DVm'r �- ° "MODERATE HAZARD" SN0WDR_X DEBRIS AVALANCHES ^, »' u � MAXIMUM EXTENT OF ^r-ROCKFALL HAZARD ' AREA lb L *s. FLOW LINE OF WOOD DE CONCRETE PAN q0- ECK . 1 4374.5 837Z3 WOOD FRAMED 8373.6 BUILDING SINGLE FAMILY RESIDENCE 837Z3 LOWER LEVEL F.F. = 8375.5 1140. SETBACK MAIN LEVEL F.F. 8384.5 ^^ / BUILDING SETBACK � ^^ ^ w ^^ ^^ LANDING f 8374X ' ---~^_~~~~— / ' | ~—W7m BOULDER'~ ASPHALT . � PARKING �� . � � � ~ � � 9 � � � � �, ~ *~� �� ' ^ ( � / ` \ � � �� FOUND No 5 RE84R WITH ALUMINUM CAP L.S. No.��8~�~— S64*24/VV — 0'9' FROM LOT CORNER ~� � ~ 8375.1 —/ — k. FLAGSTONE WALK 8375.9 LARGE BOULDER � ~4 �TREBJNE FOUND NTH DVALUMINUM CAP LS. No. 27598 LARGE � LOT-F 1 �� ^� FOUND No. 5 RE8AR � ! | �/ FOUND Nn' 5 RE8AR WITH 1V ALUMINUM CAP NTH ALUMINUM CAP L.S. Nn- 27598 L.S. No. 2568 ----- S59*25`VV — 1,1` FROM LOT CORNER �~ � � �� Qj FOUND No. 5 REBAR WITH %" ALUMINUM CAP LS. No. 27598 CURVE TABLE Edge of existing concrete slab to be- ---- -- ,» - removed. Replace with gravel. material, _ _. Stamped concrete walkway to transition to match adjacent existing condition. .� to minumin 42" wide walk adjacent to 's'cir existing wood guardrail /handrail. • y,.rtwR t +y, J. �at e� z `"i""• wrt „tii - S; .?,. «x.�'3 C ' ' .•'��,� I°,.••1•{r1nA'..••yi • , '•_ -'(� >. F ..h . t NOTE: New stone veneer-to match existing. Extend Existing wood full wall height from finish grade to new roof soffit at post to remain, bottom of deck structure. See similar condition (photo) at existing chimney /deck intersection. Typical. NOTE: Existing.stone veneer °currently Edge of new stamped ends at outside darner of_exteric�r wall _.. _ 1.0'_6„ t. con r to slab K l CL ,,�•r' - - . ,. t�ty... • Y .t; .. 1, . _ _ NOTE: Field verify' :,� '., ..,t _ >rx:,; -t:wr �. f �-� •. "{ _.all dimensions t cu - :i <:�:« Existing concrete stair aa,, • 0.' :•s:' 3 , footer to remain NZ ca NOTE: Relocate existing hose bib, :1NP electrical outlet, downspout and ;. crawlspace venting as required. New mina + ..l + C of I 2468' door to . Cut down existing • endow sill opening _ . to new floor level.' . aintain.existing header, _ . _ ._ __. �, .1.0.' =0'l2" ..6'l�" New floor level to ateh existing. ' _ _ . ;I to d Edge of new s m e concrete slab a Remove and /or relocate existing _ l ! "baseboard heater unit os required 1 :.. l E t t Existing concrete slake area to remain _ _remain. I xis ing wood pas to 1 NOTE: New stone veneer ends at inside corner' "l of new and existing construction intersection . 2 -0 +!- ( i , __. 2x6 typical wall construction with min. R21 insulation • + +1+ +lttt .. . » • • — a � � (gyp' N l . l O i ' •. • .. .. .. .. .. 11 . IBC , LEVEL. FLOOR PLAN /*F -�' -o" ' NOTE:..*- Eiisting Fidor plan documents provided kay.Owner.. Exterior-grade iev prepared ul ' • ei•dir�ensions from it..0 prepay by Peak l.ar�ad .Gone tants,�lnc, ' � , • �► C N R L NOTES.'.' The Contractor is to visit the site, familiarize himself with all new work and verify all existing conditions An-the case of remodel work or additions. xistin ..construction exterior and interior detailing, and systems, including utility locations, hookups and stubs, required ventilation, relocated heating finishes. and materials including material and performance s ecifcations are to match existing or as elements, electrical and plumbing locations and equipment, etc., and determine adaptability to new selected and /or approved bj the Owner. These include, but are not limited to, interior stair design detailing, work. In the event of discrepancies between the drawings and existing conditions, notify the Owner and /or exterior siding finishes, roofing materials, soffit/fascia materials, interior and exterior lighting fixtures, paints and Architect before proceeding with the work. All work to be performed in accordance with all applicable codes stains, gutters and downspouts, trim, detailing, windows /doors, etc. and regulations. ' Mechanical; Electrical and Plumbing systems design /layout shall be the responsibility of licensed The Contractor shall remove from the site and dispose of all demolition materials, debris and rubbish mechanical and electrical consultants, the General Contractor, applicable subcontractor or others as . as soon as practicable. Protect all existing areas from the new work and repair all damaged work that is to selected and approved by the Owner. remain. The building and grounds shatl be kept clean at all times. The Architect assumes no responsibility for errors, omissions and applicable code requirements of Structural:. Engineering design services by a certified Structural Engineer shall be required for a Town consultants. The Architect assumes no responsibility for utility coordination, care of adjacent properties, of Vail building ermit. The Contractor shall coordinate Structural Engineering documents including but not p g`p g g g performance specifications and the components of construction safety; nor for the Contractor's failure to carry limited to•, framing members, € oundation systems, top of foundation walls, bottom of footings, etc., with these out the work in accordance with the Construction Documents. drawings and existing topographical and soils conditions. Do not proceed with the work until discrepancies and been identified and corrected, The investigation of hazardous materials is beyond the scope of these Architectural Services. The Owner shalt be responsible for all existing hazards on the property, and for the discovery, handling, removal or No current site- specific soils test information was provided at the time of the preparation of these disposal of or exposure of persons to hazardous materials, waste or substances in any form on the property, drawings. If required, the Contractor shall have a certified Soils Engineer inspect the site excavation to verify including but not limited to, asbestos, asbestos products, etc. existing soils conditions and feasibility of the Structural Engineering foundation design and proposed construction. Do not proceed with the work until the above conditions have been inspected and verified. `. Remove existing decking and deck structure in this approximate area as required for r "action access. Replace with structure. _ and 'decking to match existing conditions. CAIN LEVEL FLOOR PLAN 1/4,,=J)_01! :WE:i DRB Set 9 -23 -'i 3 _ s =z l' n , w i • • t 4 t _O,t EXISTING UPPER LEVEL GRFA CALCS. 1 /4 bn DRB Set 9= -23 -1 EXISTING LOWER, LEVEL GRFA CALLS. 1/41#` 1' -o EXISTING MAIN LEVEL GRFA CALCS. 1/4ff -1 /o NOTE: Existing Floor plan documents provided by Owner. Exterior grade level dimensions from ILC prepared by Peak Land Consultants, Inc. p 1#f FRAZIER REMODEL ,_ Closet Addl"tion/Exterior Sidewal ' • i • • . • • • '• ��I date project * • Bridge Road, Lot • Bighorn • Addition, Colorado i •