HomeMy WebLinkAboutGrading PlanxSign Envelope ID: 9E800F88-686E-40F6-B362-E58EA4B7EDCA
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SURVEYOR'S STATEMENT
I, MICHAEL J. LANGHORNE, DO HEREBY CERTIFY THAT THE SURVEY SHOWN HEREON WAS
PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, IS BASED ON MY KNOWLEDGE, INFORMATION,
BELIEF AND THAT THIS SURVEY IS A TRUE REPRESENTATION THEREOF. THIS CERTIFICATE IS NOT
INTENDED TO BE AN EXPRESS OR IMPLIED WARRANTY OR GUARANTEE OF ANY MATTERS EXCEPT
THOSE STATED IN THE PRECEDING SENTENCE.
MICHAEL J. LANGHORNE,
COLORADO REGISTRATION NO. 36572
FOR AND ON BEHALF OF
BOOKCLIFF SURVEY SERVICES, INC.
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Aluminum Cap Stamped UAI IG UT
"LS 15710"
NO INSPECTION WITHOUT THESE PLANS ON SITE
NOTES
1.) DATE OF SURVEY WAS JUNE 07, 2023.
2.) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE
COMMITMENT AND DOES NOT REPRESENT A TmE SEARCH BY THIS SURVEYOR
OR BOOKCLIFF SURVEY SERVICES, INC. OF THE PROPERTY SHOWN TO
DETERMINE OWNERSHIP, COMPATIBILITY WITH ADJOINING PARCELS, OR
EASEMENT OR ENCUMBRANCES OF RECORDS AFFECTING THIS PARCEL.
3.) THIS SITE PLAN DOES NOT REPRESENT AN IMPROVEMENT SURVEY PLAT OR
IMPROVEMENT LOCATION CERTIFICATE SURVEYBYBOOKCLIFF SURVEY
SERVICES, INC. OR AND OF ITS ASSOCIATES.
4.) CONTOURS GENERATED FROM .LAS FILE DOWNLOADED FROM THE
COLORADO HAZARD MAPPING & RISK MAP PORTAL. THE CONTOUR INTERVAL
FOR THIS SURVEYIS 10.
�l� t NG �6'�'%'` IT �� �ltJCt- p�.tC Jl CC•r17� ►e�*+sD ���.W h'L.
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PROPERTY DESCRIPTION
PARCEL I (EASTERN PORTION OF SHANKS PLACE):
ALL OF THE SE%.SE'/. OF SECTION 27, TOWNSHIP 5 SOUTH, RANGE 90 WEST, OF THE 6TH P.M.,
GARFIELD COUNTY, COLORADO;
TOGETHER WITH THAT PORTION OF THE NEV.. OF SECTION 34, TOWNSHIP 5 SOUTH, RANGE 90 WEST,
6TH P.M., GARFIELD COUNTY, COLORADO, THAT LIES:
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1. NORTHERLY OF U.S. HIGHWAY 6 AND 24;
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2. NORTHERLY OF THE COLORADO RIVER,
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3. EASTERLY OF THE FOLLOWING DESCRIBED LINE:
BEGINNING AT THE SOUTHEAST CORNER OF THAT CERTAIN PARCEL OF LAND CONVEYED BY DEED
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RECORDED DECEMBER 4, 19877N BOOK 725 AT PACE 721 (AND ASSUMING FOR PURPOSES OF THIS
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DESCRIPTION OF SUCH LINE THAT THE NORTH LINE OF SAID NE'% OF SAID SECTION 34 BEARS N
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90 °00'00" E); THENCE N 08 °5336" W 792.60 FEET ALONG THE EASTERN BOUNDARY OF SAID PARCEL
OF LAND TO THE NORTHEAST CORNER OF SAID PARCEL OF LAND; THENCE CONTINUING ALONG SAID
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EASTERN BOUNDARYAS EXTENDED TO THE NORTHWEST, N 08°5336" W 1,359.70 FEET TO A POINT ON
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THE NORTH LINE OF SAID SECTION 34, SAID POINT BEING THE POINT OF TERMINATION OF SUCH LINE,
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- FROM WHICH POINT THE NORTH QUARTER CORNER OF SAID SECTION 34 BEARS S 90 °00'00" W
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APPROXIMATELY 475.90 FEET' AND
4. WESTERLY OF THE FOLLOWING DESCRIBED LINE:
BEGINNING AT THE NORTHEAST CORNER OF SAID SECTION 34, THENCE SOUTH 16°38' WEST 144 FEET,
THENCE SOUTH 22 °09' WEST 233.1 FEET
THENCE SOUTH 4 °57' WEST 180 FEET,•
THENCE SOUTH 2 °35' WEST 231 FEET;
THENCE SOUTH 5°45' WEST 94 FEET
THENCE SOUTH 5°05' WEST 467.1 FEET,
THENCE SOUTH 1 °18' WEST 256 FEET THENCE SOUTH 79°23' WEST I03 FEET; THENCE SOUTH 2.17'
WEST 297 FEET;
THENCE SOUTH 6°0T EAST 166 FEET TO A ROCK
THENCE SOUTH 6°07 EAST 30 FEET TO THE WATER EDGE OF THE COLORADO RIVER.
EXCEPTING FROM THE ABOVE -DESCRIBED PARCEL I THE FOLLOWING:
A. STRIPS OF LANDS CONVEYED OUT FOR DITCH RIGHTS. OF WAYBY..
RECEPTION NO. 74342, BOOK 124 AT PAGE 418 FOR PRENDERGAST EXTENSION OF THE SPION KOP
DITCH
RECEPTION NO. 74343, BOOK 124 AT PAGE 419 FOR:PRENDERGAST EXTENSION OF THE SPION KOP
DITCH
RECEPTION NO. 64307, BOOK 110 AT PAGE 324 FOR THE SPION-KOP DITCH;
B. ANY PORTION OF THE ABOVE -DESCRIBED PARCEL I THAT IS INCLUDED WITHIN PARCEL II
(TIBBETTS PLACE) DESCRIBED BELOW.
PARCEL IT (TIBBETTS PLACE):
PARCEL NA :
ALL THAT PORTION OF THE FOLLOWING DESCRIBED LAND LYING NORTHERLY OF U S. HIGHWAY 6 AND
24:
A TRACT OF LAND LOCATED IN SECTIONS 34 AND 35, TOWNSHIP 5 SOUTH, RANGE 90 WEST OF THE
6TH P.M., GARFIELD COUNTY, COLORADO, BEING DESCRIBED AS BEGINNING AT THE NORTHWEST
CORNER OF THE NWY. OF SAID SECTION 35 AND RUNNING
THENCE S. 06°09' 40" E. 1354.20 FEET ALONG THE WESTERLY LINE. OF THE NW%NW'/. OF SAID
SECTION 35 TO THE SOUTHWEST CORNER OF SAID NW%.NW'/.,
THENCE S. 89°54'02" E. 485.6I FEET ALONG THE SOUTHERLY LINE OF SAID NW'/.NW'/.; THENCE S.
89 °54'02" E. 34. M FEET,•
THENCE S. 18-00'46- W. 7723 FEET,
THENCE S. 10'41'01 " W. 126.20 FEET -
THENCE S. 33°41'22" W. 273.31 FEET
THENCE S. 23-00'I0- W. 85.08 FEET;
THENCE S. 13 °48'34" W 5.61 FEET TO A COLORADO STATE HIGHWAY MARKER FROM WHENCE SAID
NORTHWEST CORNER OF SAID NWY4 OF SAID SECTION 35 BEARS NORTH 13°05'42" W. 1906.02 FEET,.
THENCE S. 02 °1733" W. 126.45 FEET -
THENCE S. 04 °5422" W. 8.70 FEET,
THENCE S. 04 °5422" W. 272.16 FEET,'
THENCE S. 04 °4322" W. 431.97 FEET, TO THE SOUTHERLY LINE OF THE NW% OF SECTION 35;
THENCE S. 89 °44'05" W. 76.04 FEET ALONG SAID SOUTHERLY LINE OF SAID NW'/. TO THE WEST
QUARTER CORNER OF. SECTION 35,
THENCE N. 06°09'40" W. 395.50 FEET ALONG THE WESTERLY LINE OF SAID NWV44 OF SAID SECTION 35;
THENCE N. 65°05'22" W. 623.78 FEET,'
THENCE N. 01 °51'50" W. 73.94 FEET,'
THENCE N. 01 °51'50" W. 154.43 FEET,
THENCE N. 01'46'50"E. 162.35 FEET,
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THENCE S. 89°32'51"E. 6.33 FEET,
THENCE N. 00'01'47" W. 48.73 FEET,'
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THENCE N. 87*14'04" E. 10.70 FEET
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THENCE N. 66°07'29" E. 50.62 FEET
THENCE N. 85 °5933" E. 32.00 FEET
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THENCE N. 01 °58'41"E. 271.70 FEET,•
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THENCE N. 06°00'25" E. 447.36 FEET
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THENCE N. 01 E. 289.71 FEET,'
THENCE N. 08 °1957" E. I55.62 FEET;
THENCE N. 17-52'17- E, 436.16 FEET TO THE NORTHWEST CORNER OF THE NW'/. OF SECTION 35, THE
POINT OF BEGINNING,
EXCEPTING 2.19 ACRES, MORE OR LESS, INCLUDED WITHIN THE RAILROAD AND STATE HIGHWAY
RIGHT OF WAY DESCRIBED MORE SPECIFICALLYAS BEGINNING AT A POINT ON A COLORADO STATE
HIGHWAY MARKER WHENCE THE NORTHWEST CORNER OF THE NW'% OF SECTION 35 BEARS N. 13°05'
42" W. 1906.02 FEET, AND RUNNING
THENCE S. 02'1733" W. 126.45 FEET;
THENCE S. 04 °5422" W. 8.70 FEET
THENCE N. 84°56'00" W. 346.37 FEET,
THENCE N. 84 °56'00" W. 60.00 FEET,
THENCE N. 89 °43'30" W. 229.40 FEET;
THENCE S. 85°26'00" W. 113.02 FEET;
THENCE N. 01'51'50" W. I54.43 FEET,
THENCE N. 12 °3728" E. 0.96 FEET TO A COLORADO STATE HIGHWAY MARKER;
THENCE S. 87°37'12" E. 517.12 FEET TO A COLORADO STATE HIGHWA YMARKER;, THENCE S. 83°39'20"
E. 242.28 FEET TO A COLORADO STATE HIGHWAY MARKER, BEING THE POINT OF BEGINNING,
AND EXCEPTING ALL THAT PART OF THE ABOVE -DESCRIBED PARCEL LYING SOUTHERLY FROM THE
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CDMIDDLE
LINE OF THE COLORADO RIVER.
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PARCEL NB:
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ALL OF THE NY2NWY. OF SECTION 35, TOWNSHIP 5 SOUTH, RANGE 90 WEST OF THE 6TH F.M.,
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GARFIELD COUNTY, COLORADO, LYING NORTHERLY OF U.S. HIGHWAY 6 AND 24,
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EXCEPTING 2.792 ACRES, MORE OR LESS, DESCRIBED AS BEGINNING AT A POINT ON THE SOUTHERLY
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LINE OF THE NW'/4NW'/. OF SAID SECTION 35 WHENCE THE SOUTHWEST CORNER OF SAID NWY4)VW'/4
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BEARS NORTH 89°54'02" W. 485.61 FEET
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THENCE N. 45°3348" E. 194.88 FEET
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THENCE N. 23°2225" E. 128.60 FEET
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THENCE N. 37°3725" E. 135.68 FEET,
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THENCE N. 4-11'40" E. 85.53 FEET;
THE CE S. 50 °5526" E. 38. 18 FEET,•
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(„)
THEN S. 37°4438"E. 59.61 FEET
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THENC . 35°26'O8"E. 161.50 FEET
THENCE S. 32°03'02" E. 130.89 FEET, • THENCE S. 27°06'11"E. 62.07 FEET;
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THENCE S. 20°53'20"E. 84.87 FEET TO THE SOUTHERLY LINE OF SAID NW'/4NW'/4 AND THENCE ALONG
°54'02"
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THE SOUTHERLY LINE OF SAID NWY44NWV. N. 89 W. 567.02 FEET TO THE POINT OF BEGINNING;
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AND EXCEPTING 22.88 ACRES, MORE OR LESS, OF SAID N'ANW% DESCRIBED AS BEGINNING AT A
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POINT ON THE SOUTHERLY LINE OF THE NW'/4NWY4 OF SAID SECTION 35 WHENCE THE SOUTHWEST
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CORNER OF SAID NW'/4NWY.. BEARS N. 89°54'02" W. 1,056.63 FEET,
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THENCE S. 89°54'02" E. 1,499.38 FEET ALONG THE SOUTHERLY LINE OF SAID N'Y2NW'/. TO THE
SOUTHEAST COMER OF THE NEY44NWY4 OF SAID SECTION 35;
THENCE N. 7°2558" W. 1,341.25 FEET ALONG THE EASTERLY LINE OF SAID NE%NW'%. TO THE
FILE:
SITE
NORTHEAST COMER OF SAID NE'/.NW'/. AND THENCE S. 44 °58'02" W. 1, 876.12 FEET TO THE POINT OF
BEGINNING. _
DFT.
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DATE: 6/15/23
PROJECT NO.
23033
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SYMBOLS G LEGEND
ELEVATION MARK
� X > ELEVATION NUMBER
IC(X > SHEET NUMBER
SEC MARK
X --> DETAIL
� -> DETNLNUMBER
XXX --> SHEET NUMBER
PLANMARK
X -->
� X -> DETAIL NUMBER
XXX --> SHEETNUMBER
REFERENCE ELEVATION CALLOUT
XX„ REFERENCE --> T/ OR B/ OBJECT
XX'-X%" --> ELEVATION OF OBJECT
STEPS 6 SLOPES IN DECKS G SLABS
X" --> STEP HEIGHT
HIGH SIDE TOP OF WALL STEP
LDWSIDE
HIGH SIDE LEDGE STEP
LOWSIBE
BOTTOM DF WALL STEP
SIAB OR DECK SPAN DIRECTION
MOMENT CONNECTION
-I�
F- BEAM SPLICE CONNECTION
o-- BEAM POCKET CONNECTION
BEAM EMBED CONNECTION
VL SIZEOW VR STEEL BEAM/GIRDER
LXX'-XX"] SIZE --> BEAM/GIRDER SIZE DESIGNATION
(XX) --> # OF HEADED ANCHOR STUDS
V- --> SHEAR REACTIDN LEFT (KIPS)
YR --> SHEAR REACTION RIGHT (KIPS)
[XX'-M"] --> T/STL ELEVATION
COLUMN TAG, COLUMNS TAGGED AT BASE
EX --> COLUMN Siff, RE: PLAN
BPX --> STEEL BASE PLATE, RE: BASE PLATE SCHED
FOOTING TAG
XXI-911 FX --> FTG SIZE, RE: SCHEG
XX'-XX" --> T/FTG ELEVATION
KEYNOTE
WOOD JOIST OR BEAM HANGER
X --> HANGER TYPE, RE: HANGER SCHEO
--- WOOD BEAM/GIRDER
- - - - - CUSTOM MOD TRUSS
WOOD JOIST/RAFFER/PREMANUFACTURED ROOFTRUSS
- - - - SIMPSON COIL STRAP, RE: PLAN G KEYNOTES
-" CONCRETE WALL
STUD WALL
F - :1 WALL BELOW
SHEAR WALL NOTATION
SW-X --> SHEAR WALL TYPE, RE: PLAN G SHEAR WL SCHED
X'-X" --> MINIMUM SHEAR WALL LENGTH
X-Xl HDX --> HOLDOWN. RE: HDLDOWN SCHED, IF NONE ARE
SHOWN. NO HOLDOWNS REUD AT THAT LOCATION
SHEAR WALL BELOW
CONCRETE COLUMN ABOVE
I ❑ STEEL COLUMN ABOVE
® WOOD COLUMN ABOVE
F� COLUMNS BELOW
MATERIAL IDENTIFICATION IN SECTION
�x�
/<i\
CONCRETE STEEL SOIL SOIL FILL GRAVEL STONE
UNDISTURBED VENEER
CONTINUOUS FOOTING SCHEDULE
FfGTAG
WIDTH,W
THICKNESS,T
REINFORCEMENT
REMAR12
FCIB
I'-B.,
O'-10"
(2)#5CONT001
FDN WALL RE: PLAN
11/2" CLR TYP t CDNC FDN DOWEL
T/FTG ALTERNATE HOOK OUR
E a III HG, RE: PLAN
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W
RESCHEDULE
42- RLAN
1 /4 = 1'-0"
NORTH
FOUNDATION PLAN NOTES:
1. TYPICAL FOUNDATION CONSTRUCTION IS CONCRETE FOUNDATION WALLS ON CONCRETE SPREAD FOOTINGS.
2. TYPICAL FOUNDATION WALLS ARE 8" WIDE UNLESS NOTED DIFFERENTLY ON PLAN.
3. FOOTINGS HAVE BEEN DESIGNED PER MINIMUM VALUES IN IBC.
4. TYPICAL STUD PACK IS (3)2x6 DFL No2, UNO. RE: TYPICAL DETAILS FOR BUILT-UP STUD PACK NAILING.
5. TYPICAL WALL CONSTRUCTION IS FINISHES OVER .1 /2" OSB/PLYWOOD SHEATHING OVER 2x6 DFL NO2 WALL
STUDS@16"OC, UNO. WALL SHEATHING IS ATTACHED W/ 0.131"Ox21/2" @ 6"CO AT PANEL EDGES Et 0.131"Hx2
1 /2" @72"OC IN FIELD UNLESS DESIGNATED AS A SHEAR WALL. RE: HEAR WALL SCHEDULE FOR SHEAR WALL
NAILING.
6. AT 2x4 WALLS MATCH 2x6 GRADE AND SPACING.
7. RE: TYPICAL DETAILS FOR FOOTING STEP.
8. RE: PLAN FOR T/FTG ELEVATIONS.
9. RE: 50.1 - SO.3 DESIGN CRITERIA, GENERAL NOTES, B. LOAD KEYS.
10. RE: SO.4- SO.6 TYPICAL DETAILS.
11. RE: SON FOR SHEAR WALL SCHEDULE.
12. RE: S2.1 FOR FOOTING SCHEDULE.
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1001 �nd Ave, Suite 211
Glenwood Sprites, CO 81601
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ISSUE: PERMIT
PROJECT #: 230526
DATE: 6/9/2023
FOUNDATION PLAN
FOOTING SCHEDULE Et DETAILS S . 1
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