HomeMy WebLinkAboutGrading Plans - 12/28/2012..
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SURVEY INFORMA l'ION FROM:
STEWART AND ASSOC.
JOB NUMBER:
10-26-12
REFER TO STRUCTURAL DESIGN PLANS
FROM CTl THOMPSON PROJECT#
WY00803.00
DATED /11-1!,-12
NGVD29 (BFE) 4970.6
RFPE 4971 .1
FINISHED FLOOR 4973.15
LOWEST GRADE ADJ 4969.21
BOTTOM OF NEW
CRAWL SPACE HIGH 4969.26
BOTTOM OF NEW
CRAWL SPACE LOW 4968.73
BOTTOM OF NEW
SUMP PIT 4966.73
BOT. OF DUCTWORK 4971 .19
BOT. OF EXISTING HOUSE CELLAR 4966.65
BOT. OF EXISTING HOUSE CRAWL 4970.65
NEW GRADE AT PERIMETER
OF CRAWL SPACE APPROX. 4971 .0
POTIONS OF TH IS PROPERTY ARE
LOCATED IN THE CITY 100-YEAR
FLOOD FRINGE FOR THE OLD TOWN
BASIN . ALL DEVELOPMENT
ACTMTIES ARE SUBJECT TO THE
STANDARDS OF CHAPTER 10 OF
FORT COLLINS MUNICIPAL CODE
AND MUST BE PRECEDED BY AN
APPROVED FLOODPLAIN USE PERMIT.
ALL FLOOD VENTS MUST BE FREELY OPEN AT ALL
TIMES WITH NO HUMAN IITTERVENTION REQ. PER
SECT. 10-39(4) OF THE CODE.
THE AREA BELOW THE REGULA TORY FLOOD
PROTECTION ELEVATION MUST BE UNFINISHED
AND CONSTRUCTED OF FLOOD RESISTANT
MATERIALS AS DEFINED BY FEMA PER
SEC. 10-39(5) OF THE CODE.
THERE IS THE POSSIBILITY OF A 4" SEWER LINE
PENETRATING THE EXISTING AND NEW FOUNDATION
WALL. THOSE PENETRATIONS WILL BE SEALED ON
BOTH SIDES OF THE FOUNDATION WALL.
THE NEW CRAWL SPACE INSIDE AREA IS 531 SQ. FT.
531 SQ. IN. FREE AREA REQ. IN 2 VENTS.
THE VENTS ARE TO BE FLOOD SOLUTIONS OR EQUAL
MODEL 2412 D. EACHVENTCOVERS267 SQ. FT. OF
CRAWL SPACE. 2 VENTS COVER 534 SQ. FT. OF CRAWL
SPACE. EACH VENT HAS AN INSECT SCREEN.
THESE VENTS ARE FEMA COMPLIANT.
SEE ENGINEERED FOUNDATION PLAN FOR
CONNECTION DETAILS .
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fin ished floor = 4973.15
existing house
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SITE PLAN
SCALE: 1'=10'
CITY HIGH RISK FLOOD WAY I
@* C
Whedbee Street
DRAWi
SITE PLA~
BLDG. SECTI □~
REVISI
12/-4/12
12/7/12
12113/12
12110112
12/19112
Ct€CICED BY
WJr
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DATE:
05/101112
JTORM.1
Sl.lMY !FORMATION FROM:
SlFNAIIT NfJASSOC.
QNUMBER:
10-26-12
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finished floor = 4973
sump bot. elev. 4966. 73
exlstlng house
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