05-GP FHH OLDDOWN DETAILS
E
R M HE FINISHED GRADE PER
ON SB GRADING PLAN
W T EL GARAGE FLOOR
'BELOW GARAGE FLOOR
BFlWO ELEVATION
GFIND ELEVATION AT WO (XXX.X)
CURB
2. REAR PAD ELEVATION
TOPSOIL BSMT FLR s% 2% 3:1 MAX
60' PAD
(UNLESS OTHERWISE NOTED)
WALKOUT (WO)
E FINISHED GRADE PER
S H GRADING PLAN
O N SSFm
W T EOOR
110'1 15'1
ELEVATION
D ELEVATION AT LO (XXX.X)
CURB REAR PAD ELEVATION
6.0- 3:1 MAX
TOPSOIL
CURB
6.0"
TOPSOIL
im
ENSURE FULL BASEMENT PADS ARE DRAINED
60' PAD
(UNLESS OTHERWISE NOTES)
FULL BASEMENT (FB)
NOTES:
1. GRADE (999.0) BEHIND EACH HOMESITE IS THE LOW
GROUND ELEVATION AND PROPOSED TOP OF TOPSOIL,
SUBGRADE SHALL BE DOWN 0.50 FEET.
2. ESTABLISH FINISH GRADE AT ALL 10' FRONT YARD UTILITY
EASEMENT LOCATIONS.
3. THESE DETAILS REFERENCE A 9' POURED FOUNDATION
WALL, AND A 0.7' DROP FROM REAR TOP FOUNDATION TO
GROUND ELEVATION FOR ALL LOOKOUTS AND WALKOUTS.
CONSTRUCTION NOTES
60' PAD
(ENLEss OTHERWISE NOTES)
0
LOOKOUT (LO)
E
I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS
HS
FINISHED GRADE PER
RM
O N SB
GRADING PLAN
W T EL
GARAGE FLOOR
110' 15' 1
3.5' BELOW GARAGE FLOOR
TYPICAL LOT DETAIL
3:1
CURB
6.0"
TOPSOIL
im
ENSURE FULL BASEMENT PADS ARE DRAINED
60' PAD
(UNLESS OTHERWISE NOTES)
FULL BASEMENT (FB)
NOTES:
1. GRADE (999.0) BEHIND EACH HOMESITE IS THE LOW
GROUND ELEVATION AND PROPOSED TOP OF TOPSOIL,
SUBGRADE SHALL BE DOWN 0.50 FEET.
2. ESTABLISH FINISH GRADE AT ALL 10' FRONT YARD UTILITY
EASEMENT LOCATIONS.
3. THESE DETAILS REFERENCE A 9' POURED FOUNDATION
WALL, AND A 0.7' DROP FROM REAR TOP FOUNDATION TO
GROUND ELEVATION FOR ALL LOOKOUTS AND WALKOUTS.
CONSTRUCTION NOTES
1. INSTALL SILT FENCE AS SHOWN ON PLAN, AS REQUIRED BY THE CITY OF CHANHASSEN OR DIRECTED BY THE ENGINEER.
9. DEVELOPER WILL BE RESPONSIBLE FOR TEMPORARY DUST AND EROSION CONTROL UNTIL TURF IS ESTABLISHED. IF YARDS ARE ADJACENT
0
REVISIONS
Gv
I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS
2. SAND AND SILT MUST BE REMOVED FROM THE POND AS NECESSARY DURING CONSTRUCTION AND AT THE COMPLETION OF
CITY PROJECT NO.
THE PROJECT.
10. RESTORATION 3.5 ACRES
FILE NO.
BASE FAWN _
A. RESTORE ALL DISTURBED AREAS WITH 4" TO 6" OF TOPSOIL, OR EXISTING ON-SITE ORGANIC MTRL.
TYPICAL LOT DETAIL
3. BEGIN GRADING. TEMPORARY DRAINAGE PIPE SHALL BE USED FOR INTERMEDIATE DRAINAGE DURING THE CONSTRUCTION
B. SEED POND SLOPES AND DETENTION AREAS WITH MN/DOT 310 OR EWER P8 SEED MIX ATA RATE OF 100 LBS./ACRE AND FERTILIZE WITH
PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1
PERIOD AS NECESSARY AND DIRECTED BY THE ENGINEER.
20-0-10 AT 100 LBS./ACRE.
—
\\ \\
C. SEED ALL OTHER DISTURBED AREAS WITH MNDOT 250 AND EWER SEED MIX FOR WETLANDS AT A RATE OF 100 LBSJACRE AND FERTILIZE
--_----'—/
- /
WITH 2O-0-10 AT 100 LBSJACRE. (UNLESS OTHERWISE NOTED)
DENOTES ADJACENT
5. STREET SECTION -
D. ONLY PHOSPHOROUS FREE FERTILIZER IS TO BE USED ON SITE.
NUL
1. INSTALL SILT FENCE AS SHOWN ON PLAN, AS REQUIRED BY THE CITY OF CHANHASSEN OR DIRECTED BY THE ENGINEER.
9. DEVELOPER WILL BE RESPONSIBLE FOR TEMPORARY DUST AND EROSION CONTROL UNTIL TURF IS ESTABLISHED. IF YARDS ARE ADJACENT
0
REVISIONS
TO A DITCH SWALE, THEN EROSION CONTROL MUST REMAIN UNTIL ALL ADJACENT PROPERTY HAS TURF ESTABLISHMENT.
I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS
2. SAND AND SILT MUST BE REMOVED FROM THE POND AS NECESSARY DURING CONSTRUCTION AND AT THE COMPLETION OF
CITY PROJECT NO.
THE PROJECT.
10. RESTORATION 3.5 ACRES
FILE NO.
BASE FAWN _
A. RESTORE ALL DISTURBED AREAS WITH 4" TO 6" OF TOPSOIL, OR EXISTING ON-SITE ORGANIC MTRL.
TYPICAL LOT DETAIL
3. BEGIN GRADING. TEMPORARY DRAINAGE PIPE SHALL BE USED FOR INTERMEDIATE DRAINAGE DURING THE CONSTRUCTION
B. SEED POND SLOPES AND DETENTION AREAS WITH MN/DOT 310 OR EWER P8 SEED MIX ATA RATE OF 100 LBS./ACRE AND FERTILIZE WITH
PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1
PERIOD AS NECESSARY AND DIRECTED BY THE ENGINEER.
20-0-10 AT 100 LBS./ACRE.
—
4. INSPECT PONDS, SILT FENCE, AND ROCK ENTRANCE BERM AFTER ALL RAINFALL EVENTS AS REQUIRED BY THE NPDES PERMIT.
C. SEED ALL OTHER DISTURBED AREAS WITH MNDOT 250 AND EWER SEED MIX FOR WETLANDS AT A RATE OF 100 LBSJACRE AND FERTILIZE
DENOTES LOT coRNER
ELEVATION
_001 -
37865-001-200
WITH 2O-0-10 AT 100 LBSJACRE. (UNLESS OTHERWISE NOTED)
DENOTES ADJACENT
5. STREET SECTION -
D. ONLY PHOSPHOROUS FREE FERTILIZER IS TO BE USED ON SITE.
GRADE TO LOW OPENING
2.0" WEAR COURSE
E. MULCH WITH TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHOR IMMEDIATELY AFTER PLACEMENT. USE WOODFIBER BLANKET ON ALL
(50' TYP.)
2.0" BASE COURSE
SLOPES 3:1 (FT) OR GREATER.
DENOTES LOT
12" CLASS 5 NOTE: ALL SIGNAGE FOR BLUFF CREEK OVERLAY DISTRICT
F. PLACE APPROVED STORM SEWER INLET PROTECTION IN OR AROUND ALL STORM SEWER INLETS AND MAINTAIN UNTIL STREET
NUMBER
24" SELECT GRANULAR BORROW INSTALLED WITH VISTAS AT BENTZ FARMS.
CONSTRUCTION IS COMPLETED. REFER TO CITY DETAILS 5302 & 5302A FOR APPROVED DEVICES.
DENOTES GARAGEfBF90.1
INDEMNIFY SATHRE-BERGQUIST, INC. OFALL RESPONSIBILITY.
SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE
G. MAINTAIN ALL SILT FENCE UNTIL TURF HAS BEEN ESTABLISHED.
FLOOR ELEVATION6DRIVEWAY
SLOPES-
H. RESTORATION WORK WILL BE COMPLETED WITHIN 72 HOURS OF GRADING COMPLETION.
MINIMUM -2.0% ® BLUFF CREEK OVERLAY DISTRICT MONUMENT
DENOTES SPOTMAXIMUM-10.0%
RSM
DATE
11. MATERIALS THAT ARE PROHIBITED FROM RETAINING WALL CONSTRUCTION INCLUDE SMOOTH FACE CONCRETE, POURED IN PLACE
ELEVATIONCONCRETE,
—
MASONRY, RAILROAD TIES, OR TIMBER. STAMPED OR PATTERNED CONCRETE IS ALLOWED IN RETAINING WALL CONSTRUCTION.
DENOTESEASEMENT7.
FB, LO, WO PADS 3:1 MAX. ALL OTHER SLOPES 4:1 MAX (UNLESS NOTED)
LINE
12. BOULDERS MAY NOT BE USED ON WALLS TALLER THAN 6' IN HEIGHT.
DENOTES LOT CORNER -
8. CONTRACTOR TO REMOVE SEPTIC SYSTEM AND CAP WELL
—
ELEVATION
— —
13. A HOMEOWNERS ASSOCIATION SHALL BE CREATED TO TAKE OWNERSHIP OF THE RETAINING WALLS
FROM ILLEGITMATE USE.
EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING
UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY
AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY
AND ALL EXISTING UTILITIES.
14. SILT FENCE: BEFORE GRADING - 1055 LF
15. ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL TRANSFER OF AQUATIC INVASIVE SPEACIES (E.G., ZEBRA MUSSELS,
EURASIAN WATERMILFOIL, ETC.) TO THE MAXIMUM EXTENT POSSIBLE.
/
1
0
REVISIONS
USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF
I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS
S�
CITY PROJECT NO.
FILE NO.
BASE FAWN _
_ _ _ _ _
_ _
_ _ _ _ _ _ _ _ _
INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT
PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1
6R5
�RAF'
—
/
/ 3
_001 -
37865-001-200
DRAWN BY
—
LL
— —
— — — — — — — — — — — — — —
/
AMA DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
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SATHRE-BERGQUIST, INC.
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EXISTING DRIVEWAYS AND CULVERTS SHALL BE REMOVED AND THE DITCH SHALL BE
RESTORED ALONG GALPIN BLVD (CR 117)
_DENOTES BLOCK
NUMBER
DENOTES REAR OF
BUILDING PAD (60' MIN.)
DENOTES BUILDABLE
PAD AREA
DENOTES BASEMENT
FLOOR ELEVATION
_DENOTES HOUSE
TYPE
DENOTES SETBACK
LINE
DRIVEWAY SLOPE 8 ORIENTATION
PER GRADING PLAN ELEVATIONS)
50 25 0 25 50 100
� I0000❑
SCALE IN FEET
DRAWING NAME I NO.
BY I DATE
REVISIONS
USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF
I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS
S�
CITY PROJECT NO.
FILE NO.
BASE FAWN _
_ _ _ _ _
_ _
_ _ _ _ _ _ _ _ _
INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT
PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1
6R5
�RAF'
—
GRADING P LAN
_001 -
37865-001-200
DRAWN BY
—
— — — — —
— —
— — — — — — — — — — — — — —
SAID AUTERIZATIO,ICONEXPRESS WRITTEN AUTHORIZATION. USE WITHOUT
SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY
AMA DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
o
w
SATHRE-BERGQUIST, INC.
TCW
CHECKEDBY _
_ _ _ _ _
_ _
_ _ _ _ _ _ _ _ _ _ _ _ _ _
INDEMNIFY SATHRE-BERGQUIST, INC. OFALL RESPONSIBILITY.
SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE
S \��
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.
150 SOUTH BROADWAY WAYZATA, MN55391 (952) 476-6000
CHANHASSEN,
FAWN HILL
05
RSM
DATE
—
USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING
�
ROBERT S. LSTAD, P.E.
s ��
c
N
MINNESOTA
HIP HOLDINGS, LLC.
—
— — — — —
— —
— — — — — — — — — — — — — —
FROM ILLEGITMATE USE.
/
Dale: O �� �7 Lic. No. �—pLiZB
FRS v�P
11
06/14/17