5B - OVERSIZED - Landmark Alteration Certificate at 1037 Pine St in the Mapleton Hill Historic Distr2'-0' p
3
0,R,lDG3E5,EFA ION 12 3~1 /8"
Ar)chit ts
q)~_QND OOR EL 5343,:~~ 8 ..... .... .. Z~Ol BLAKE STREET, SUITE
4PI00 DENVEP, COLORADO
F - ------ 80ZOY-ZI08 303.861.8YYS F.303.861.3OZ7
x
C.D OZZ5 MAIN STREET, UNT CIO] EDWARDS, COLORADO
~PARAPET E
'PEL 5335'- P A ET LEVATION 8163Z 970.9Z6.8960 "L 5- E-L53E3 46- ..... .. ......... F.970.9Z6.8961
~FIRST FLOOR
'VEL 53,33'-8' - - - - - - BUILDING HEIGHT 1-7
QJRII OINT EL 3;7
0 10" .. 41 LIGHT HATCH DESIGNATES D LIGHT HATCH DESIGNATES EXISITING
DARK HATCH GRADE GPME
DESIGNATES FILL 30" 1 El IE III El I IEI I izz: E AT ORIGIN POINT
LIGHT HAT(;m A E
DESIGNATES L IM
EXISITING GRADE Y/2 12'-7j" X'/2 10'-0" EL 5322'- A GE ELL TN _22'- 6
42"BELOW TOP OF
CONCRETE FOUNDATION
WALL IS THE ORIGIN SIDE-YARD SETBACK POINT FOR BUILDING
HEIGHT MFASUREMENT fiff
SIDE-YARD
SETBACK - SETBACK
X'/2 FOUND 1/2" IRON PIN
CROSS-SECTION X/2 4-71" GARAGE SECTION
1/8' o 1'-0* 1/8' o 1'-0'
ISSUE/REVISION DATE NO.
CITY APPLICAT19N IZ/07/06
CITY NEVISED APP. 01/16/07
S72*00'31 "E
2.33'
5317.31 SET #5 REBARS W/1-1/2" BENCHMARK ALUM. CAPS MARKED "D.B.
TOP OF REBAR 5315~8 & CO~ PLS 25646"
ELEV. = 5315~84 5315.16
318.46\ (BASED ON U.S.G.S, B.M. H-5, 4" BRASS CAP LEGAL DESCRIPTION 5320.08 ELEV. 5392~93) _~j
5326~49 5325.09
THAT PART OF THE NORTH 1/2 OF THE NORTHEAST QUARTER OF
EDrE 0RAVFL DRIVE 5326.41 5317.24\\ ~6 SECTION 31, TOWNSHIP I NORTH, RANGE 70 WEST OF THE 6TH P.M., N9T F9R
SET #5 REBAR W/1-1/2" 14ROPERTY L4(j.07' ALUM. CAP MARKED "D.B. DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER
& CO. PLS 25646" LNE NB5'J~00_~ --j- 5316.45 OF THE TRACT OF LAND CONVEYED BY EDITH N. POLLARD TO o 5315,63 C9NSTRVCT19N
BERENICE MCGREGOR BY DEED DATED AUGUST 14TH, 1943, AND
LIDE DRI I RECORDED IN BOOK 737 AT PAGE 185 OF THE BOULDER COUNTY,
E EDGE GRA4 COLORADO RECORDS; THENCE WEST ALONG THE SOUTH LINE OF THE LDRIVE-\\ NORTH 1/2 OF THE NORTHEAST QUARTER OF SAID SECTION 31 A
DISTANCE OF 143.67 FEET, MORE OR LESS, TO THE SOUTHEAST
EYJSTINP _TLAWN 3 531&08 0 ONCRETE Ml-w CORNER OF A TRACT CONVEYED BY EDITH N. POLLARD TO MARK H. 5319.62 FH DRNEVMY 6 S 53 .61 RATHBURN, ET AL, BY DEED DATED OCTOBER 3,1941, AND FOUND
5331J5 RETAININ 53, LAWN WALL < ELEVAT RECORDED IN BOOK 730 AT PAGE 414 OF SAID RECORDS; THENCE
326X2 L.631r-W NORTH ALONG THE EAST LINE OF SAID LAST DESCRIBED PARCEL A
5331.17 2~f.-32 -fi327.'2t~ 5329.38 DISTANCE OF 78.21 FEET, MORE OR LESS, TO THE NORTHEAST ~7531.20
53 3 CORNER THEREOF; THENCE NORTH 85*04'EAST A DISTANCE OF 140.07 FEET TO THE WEST LINE OF THE MCGREGOR TRACT HEREIN FIRST
V, P Z MENTIONED; THENCE SOUTH 0*16 EAST ALONG THE WEST LINE OF
IF, SAID MCGREGOR TRACT, A DISTANCE OF 89.52 FEET, MORE OR LESS,
ORIGIN P TO THE POINT OF BEGINNING; TOGETHER WITH THE RIGHT-OF-WAY
5'Im.. 0 TFOR BUILDING 532JI5 OVER THE PRIVATE ROAD AS THE SAME IS DESCRIBED IN THE DEED
EIG14T M JREME 17 _0 LOSURE FROM EDITH N. POLLARD TO HAORACE ALLEN JONES AND ELIZABETH
EL-GI up HALL JONES, WHICH DEED IS FOUND RECORDED IN BOOK 677 AT PAGE
_3'-W "'u"m 5338.84 119 OF THE BOULDER COUNTY, COLORADO RECORDS; WHICH ui RIGHT-OF-WAY IS SUBJECT, HOWEVER, TO THE INTEREST OF MARIE
w PAT16- POMEROY GROVE DESCRIBED IN CONVEYANCE TO HER RECORDED IN
06 3410-", -0,40, BOOK 675 AT PAGE 530 OF SAID RECORDS; AND WHICH RIGHT-OF-WAY __----:_D0rEGUNE INDICATES I z
"e a CANnUEVEFI15DISECOND.- IS ALSO SUBJECT TO RIGHTS OF OWNERS OF LAND ABUTTING ON THE
0, ~q jg w NORTHERLY AND SOUTHERLY SIDE OF SAID PRIVATE ROAD AS SET
p, a 5316.28 FORTH IN SAID DEED TO HAORACE ALLEN JONES AND ELIZABETH HALL
7t[>e, ~J' r-4 JONES. THE RIGHT-OF-WAY HEREBY CONVEYED SHALL INCLUDE THE DASHEb-UNEJkDICATES RIGHT TO LAY, CONSTRUCT, MAINTAIN AND REPAIR SEWER PIPELINES, <
7~ ___E00TPRINT0FSUIUDING-_ CY) WATER PIPE LINES, GAS LINES, TELEPHONE AND TELEGRAPH LINES; LU 0 AT aRAOF 00
AND THE PARTY OF THE FIRST PART ALSO HEREBY CONVEYS TO THE cc Oo en
-'o 41ik, Rlk~ Ak ELEVATION Icc 0 EJ_ U-33'-8' PARTY OF THE SECOND PART THE RIGHT TO CONNECT WITH THE
WATER PIPE LINE, THE SEWER PIPE LINE AND THE GAS LINE Z Lu co 7~ _~CKABOVE
5344,' 4 HERETOFORE CONSTRUCTED BY THE PARTY OF THE FIRST PART IN
0 SAID PRIVATE ROAD. 00 0 LO
US- -CAR EN NOTES u EL, SM4" 5335.46
10'-D'SETBACK SM CK z 1. BEARINGS ARE BASED ON THE SOUTH LINE OF THE N1/2 OF THE
ELEVATION- EL. 5M6'I NE1/4 OF SECTION 31, TIN, R70W OF THE 6TH P.M., AS BEARING WEST. LU
-r -r LU
W-0- UI 2. EASEMENTS AND RIGHTS-OF-WAY WERE NOT RESEARCHED OR
5349.28 SMENT A REA 12, 032 SO, FT, PLANTER~ 53S9,3T SHOWN AS PER THE REQUEST OF THE CLIENT. LEGAL DESCRIPTION IS
FROM PARCEL 2 AS DESCRIBED IN RECEPTION NO. 0081799-4. THIS -A -4~ 0
--RETE CONC o%ATI0 0. 28 ACRES, */- a 9 WITIA30-MM UM~ 5340.39 INFORMATION DOES NOT INDICATE A TITLE SEARCH BY DREXEL of BARRELL.
-4zlIGHRIETAINING -~5347.85 WAL~AI 0 COgft~CREMTE P 0 _PLA_NjER
I - '5a'To-
1, DAN J. WILKINS, A DULY REGISTERED PROFESSIONAL LAND
N90*00'00"W 185.00' SURVEYOR IN THE STATE OF COLORADO, DO HEREBY CERTIFY THAT
S90'00'00"E 143 346 7~177-t - FOUND #4 REBAR THIS LAND SURVEY PLAT REFLECTS THE RESULTS OF A SURVEY MADE
SET #5 REBAR W/1-1/2" ALUM. CAP MARKED '!'D.B. I - - , 5352 91 PITICTV -~~~P'T'CTV ---- ~5345.70 UNDER MY DIRECT RESPONSIBILITY, SUPERVISION AND CHECKING IN PITICIV -::7~5348 ~81UP ACCORDANCE WITH THE REQUIREMENTS OF SECTION 38-51-106, ET
CO. PLS 25646" ----5354.10 ~18
SEQ., C.R.S., AS AMENDED, AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.
NOTES: LEGEND
1. FORM AND BULK STANDARDS FOR RL-2 "PENDIX B: SETBACK RELATIVE TO BUILD] TO BUILDING HEIGHT BUILDING ENVELOPE
ZONES (CHAPTER 9-7 OF THE CITY OF EDGE OF STRUCTURE
BOULDER REVISED CODE) DETERMINE THE RETAINING WALL
FRONT- AND REAR-YARD SETBACK LINES OF THE BUILDING ENVELOPE AT 20'FROM
THE PROPERTY LINE. DECIDUOUS TREE WITH X" DAN J. WILKINS TRUNK DIA. COLORADO REGISTERED PROFESSIONAL
LAND SURVEYOR NO. 25646
2. FORM AND BULK STANDARDS FOR FH FIRE HYDRANT
DEVELOPING DISTRICTS (CHAPTER 9-7 OF UP UTILITY POLE
THE CITY OF BOULDER REVISED CODE), Y, wm WATER METER
INCLUDING RL-2 ZONES, DETERMINE THE SIDE-YARD SETBACK LINES OF THE
PRINCIPAL AND ACCESSORY BUILDINGS BY ZL w TOPOGRAPHIC MAP AND LAND SURVEY PLAT OF A PORTION OF THE SITE PLAN SETBACK
PROVIDING ONE FOOT OF SETBACK FOR X NI/2 OF THE NEI/4 OF SECTION 31, TIN, R70W OF THE 6TH P.M., KNOWN
64 \,.- EVERY TWO FEET OF TOTAL BUILDING i) AS TRACT"156G"OF THE MCGREGOR TRACTS, AS SURVEYED BY J.E. AND SECTIONS
HEIGHT. SEE DIAGRAM AT RIGHT. % BYRON, CITY OF BOULDER, COUNTY OF BOULDER, STATE OF
min'imum Yr2 COLOFLADO
3. THE OVERALL SLOPE OF SITE IS
CALCULATED BY DIVIDING THE VERTICAL FALL WITHIN THE BUILDING ENVELOPE I IN ACCORDANCE WTH CRS 13-80-105; NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED
(28~-6-) BY THE DIAGONAL DISTANCE FROM UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH
THE HIGHEST TO THE LOWEST POINT IN Bould", Colomdo land Use Code PageD - I DEFECT, IN NO EVENT, MAY ANY AC11ON BASED UPON ANY DEFECT IN THIS SURVEY BE DRAWN BY )AC effmdve September 15,2006 COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON.
ELEVATION WITHIN THE BUILDING Adopte"uly 12, 2006
ENVELOPE (136!-5 1/2'). THE OVERALL For "ning purpom oidy. This document Includes matedals from Ordimum No. 747S v Ordhwum No. 747S wag not offeitive and Ordinanm CHK'D BY DMG o prlnting of tt& dmument. Drexel Barrell & Co. Engineers/Sumyors
SLOPE IS, THUS, 20.89%. No. 7484 was not yet pnewd on the date of the prlnting of thLs dm 4840 PEARL KM CMW. SUrrE 114 BOULDER, COMRM SOM (303) 4,12-4338 COPYiUGHT 2006 BY DAVIS PART1,112ASHP P.C.
N 6W5 CORPORATE DBM COIDRADO SPMNGS, COLORADO OM9 (719) 260-0887 SHEET NUMDEPL 5401 W. IOTH OrMT, SUffE IODA GREELEY, rOLORADO 80634 (070) 351-0"5
SITE PLAN
I" . 10'-0* Revistons - Date Date Dram By Job No. L 10 1
Scale Checked By I Growing No. D.P.A. PR9JECT 0 0642 2.00.000
Landmarks 2/7/07
Agenda Item SB