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R M HS FINISHED GRADE PER \ ` \ \ \ ) \ \ \ \ \\ �s94, _\\ - / - = i / i _ (� INV=
SGRADING PLAN \ \ \ \ \ \ \ \ \ \\ \ \� s\ \ \ \���--� \ - / - / �1- 10,
,p
W T L \ \ \ \ \\ \\ \\ \ s4\\\ \ \ \ \ �� / / / i'/ / / - \, i._--' ��' �/ l \ \ l \\RE/M/O ;
E GARAGE FLOOR \ \ \ \ \ \ \ \ \ \ \ \ \ - \�_ i� --- / `�-� s \ \992 \ �
10' 15' 1 3.0' BELOW GARAGE FLOOR1' ,
E
BFNJO ELEVATION DRIVEWAY
GRND ELEVATION AT WO(XXX.X) \ \ \\ \ \ \\ \\ \\ \\ \ \ --� \ _i ' /-ice / v 11\� �� -�\ \ ^� I DITCH AL
CURB REAR PAD ELEVATION \ \ \\ \ \ \ \\\ \ \ s>e- \\ 9� \ \\ - - / / /
2: \ \\ \ \ \ \\ \
\ \ \ \ \ \ 860 \ \ sss\
TOPSOIL BSMT FLR s% p% 3:1 MAX \ - .
MIN. \ \ \\ \\ - I i " \\\
0 r
50,
\\
/ p \ \ N 0 2 R�N�DVE/c�I
w
60'PAD
/ / / / ss c \ \ \ _ - ` I ES /\ --- _ _ DEC /.986
(UNLp OTHESe NOTED) �
WALKOUT (WO) \ . �/ - / / / - / - \ \ - _ see• - \ _eiag-- srz - >-+v� L 1 1 9 s \ -- \s6o\ ._ `-i' + \ _ - -C®J �z m - V'e90 * T`__ _y �_ INHI9
E �✓ u' v // /0 / - / sez - - - �$B-?,_ 1-, V' V AnP° i®VA ( `�°z \ I_>d
FINISHED GRADE PER
S H GRADING PLAN
R M SS GARAGE FLOOR
O N B
W T EL 3.0'BELOW GARAGE FLOOR
110'1 15'1
LOOKOUT ELEVATION
GRIND ELEVATION AT LO (XXX.X)
Jro,
CURB 4% REAR PAD ELEVATION HP MF
w -- W w \ \ \ / / / \ s \ - 1 \ "
\ ?
6.0' BS TF R 2% 3.1 MAX \\;Tt
O
roPsolL MIN. / / v E v 9e6 �e e
25' T 18' 10' 50 v. Zw wv.�
60
�497a�� II
ILI
60
D
(UNLESS THEPWSENWED) A _ -- s2 N ✓ \V A A ,�\st \� e a>o - �/ _ ] ,°..- L3 1 // l
LOOKOUT (LO) u< w w w / INF BASIN \ 4 /
�\ J 35 LF SILT FENCE s � / REMOVE FE
\NWL-@OTT�A
EMoI} E 13T G l /
9 \�Y f \ � \ ANDBPILE FOR
ALDER\\ 4-
S
� _ �HP��NAAtJE
R M SS GRADING PLAN GRADE FINISHED PER I v� \ J� J� J� w w w w J� J� J� w v� W - W / _ \ \ \ \ �\ I �2 S VE \ j �\ ye I�EW WALL L5 B� \ 12 / 988\ \ � . 'S , ,a, U L ERT I I II
O N B I �\ / \ 5 \\sB. 9)i Z:�RE.TE /. / \ / \ Z�\ AN¢¢ 1
W T E GARAGE FLOOR \ -9s \ \0.7 WALK \ R 6VE \ \ R�$T CW e I I 1 1
L W W W W v W _ W v _ W W I- W _ T 2- 9 TEM \ �a , TNH-976.l B \ / \ 4'�I
o zoo SF T s'I �sFD N] I
110' 1 15' 3.5' BELOW GARAGE FLOOR I _ \ ys\ TURNPROU�JD
+/-3:1 I W W I Ji Ji Ji _ y Ji W v / / / - •5/ \`960 s� EXISTI
\STR`T
1%MIN.
CURB OWiJTLOTW A EyM.
i
�ANPDSRTWILE SAND
ENTOPSOIL L-95
25' 25' O 1\3
10'/ \ �_ -,/ V A 1 2. TV A /
\ �✓ �✓ �✓ �✓ w w w w \ v, w v�✓ _ Ate_--_ % Vv v v \ 119T,�V A _ r / I Ao�T`� A
ENSURE FULL BASEMENT PADS ARE DRAINED
60 PAD
(DeLESS OTHEHw SE NWED)
FULL BASEMENT (FB)
1
14
NOTES // // /j\ \ ��/
1. GRADE (999.0) BEHIND EACH HOMESITE IS THE LOW V I l l l l I
GROUND ELEVATION AND PROPOSED TOP OF TOPSOIL,
i y
SUBGRADE SHALL BE DOWN 0.50 FEET. b °` I I `� / I
V A 1 I I O�F
2. ESTABLISH FINISH GRADE AT ALL 10' FRONT YARD UTILITY / / \ / \ 1 I
v v I
EASEMENT LOCATIONS. -
3. THESE DETAILS REFERENCE A 9' POURED FOUNDATION
WALL ANDA07 DROP FROM REAR TOP FOUNDATION TO y. \ y.
GROUND ELEVATION FOR ALL LOOKOUTS AND WALKOUTS. - - \_44�
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 EXISTING DRIVEWAYS AND CULVERTS SHALL BE REMOVED AND THE DITCH SHALL BE
TO A DITCH SWALE, THEN EROSION CONTROL MUST REMAIN UNTIL ALL ADJACENT PROPERTY HAS TURF ESTABLISHMENT. RESTORED ALONG GALPIN BLVD (CR 117)
2. SAND AND SILT MUST BE REMOVED FROM THE POND AS NECESSARY DURING CONSTRUCTION AND AT THE COMPLETION OF 10. RESTORATION -5.5 ACRES
THE PROJECT. A. RESTORE ALL DISTURBED AREAS WITH 6" OF TOPSOIL, OR EXISTING ON-SITE ORGANIC MTRL. TYPICAL LOT DETAIL
B. SEED POND SLOPES AND DETENTION AREAS WITH MN/DOT 310 OR EWER P8 SEED MIX ATA RATE OF 100 LBSJACRE AND FERTILIZE WITH
3. BEGIN GRADING. TEMPORARY DRAINAGE PIPE SHALL BE USED FOR INTERMEDIATE DRAINAGE DURING THE CONSTRUCTION 20-0-10 AT 100 LBS./ACRE.
PERIOD AS NECESSARY AND DIRECTED BY THE ENGINEER. C. SEED ALL OTHER DISTURBED AREAS WITH MNDOT 250 AND FERTILIZE WITH 2O-0-10 AT 100 LBSJACRE AND BWSR(NATIVE VEGETATION) SEED DENOTES LOT CORNER
4. INSPECT PONDS, SILT FENCE, AND ROCK ENTRANCE BERM AFTER ALL RAINFALL EVENTS AS REQUIRED BY THE NPDES PERMIT. MIX FOR WETLANDS AT A RATE OF 100 LBS./ACRE AND DO NOT FERTILIZE. (UNLESS OTHERWISE NOTED) ELEVATION DENOTES BLOCK
D. ONLY PHOSPHOROUS FREE FERTILIZER IS TO BE USED ON SITE. DENOTES ADJACENT NUMBER
5. STREET SECTION - E. MULCH WITH TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHOR IMMEDIATELY AFTER PLACEMENT. USE WOODFIBER BLANKET ON ALL GRADE TO LOW OPENING DENOTES REAR OF
2.0" WEAR COURSE (50 TVP.)
SLOPES 3:1 (FT) V GREATER. BUILDING PAD (6a MIN.)
12" BASE COURSE F. PLACE APPROVED STORM SEWER INLET PROTECTION IN OR AROUND ALL STORM SEWER INLETS AND MAINTAIN UNTIL STREET DENOTES LOT
12" CLASS 5® BLUFF CREEK OVERLAY DISTRICT MONUMENT CLEAN WATER CONSTRUCTION IS COMPLETED. REFER TO CITY DETAILS 5302 & 5302A FOR APPROVED DEVICES. NUMBER PAD AREA
NOTES BUILDABLE
24" SELECT GRANULAR BORROW G. MAINTAIN ALL SILT FENCE UNTIL TURF HAS BEEN ESTABLISHED. DENOTES GARAGE�-
STARTS HERE H. RESTORATION WORK WILL BE COMPLETED WITHIN 72 HOURS OF GRADING COMPLETION. FLOOR ELEVATION 1 DENOTES BASEMENT
6. DRIVEWAY SLOPES
DENOTES SPOT DE FLOOR
ESHOUSE
MINIMUM -2.0% 11. MATERIALS THAT ARE PROHIBITED FROM RETAINING WALL CONSTRUCTION INCLUDE SMOOTH FACE CONCRETE, POURED IN PLACE °B� TYPE
MAXIMUM -10.0% ELEVATION �_ LLO
CONCRETE, MASONRY, RAILROAD TIES, OR TIMBER. STAMPED OR PATTERNED CONCRETE IS ALLOWED IN RETAINING WALL CONSTRUCTION.
DENOTES EASEMENT ---- _ _ DENOTES SETBACK
7. FB, LO, WO PADS 3:1 MAX. ALL OTHER SLOPES 4:1 MAX (UNLESS NOTED) 12. BOULDERS MAY NOT BE USED ON WALLS TALLER THAN 6' IN HEIGHT. LINE LINE
DENOTES LOT CORNER- +0 K T �•
8. CONTRACTOR TO REMOVE SEPTIC SYSTEM AND CAP WELL 13. A HOMEOWNERS ASSOCIATION SHALL BE CREATED TO TAKE OWNERSHIP OF THE RETAINING WALLS ELEVATION
DRIVEWAY SLOPE 8 ORIENTATION
EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE 14. SILT FENCE: BEFORE GRADING - 1550 LF (PER GRADING PLAN ELEVATIONS) 50 25 0 25 50 100
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING SILT FENCE: AFTER GRADING - 330 LF
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 15. ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL TRANSFER OF AQUATIC INVASIVE SPEACIES (E.G., ZEBRA MUSSELS, SCALE IN FEET
AND ALL EXISTING UTILITIES. EURASIAN WATERMILFOIL, ETC.) TO THE MAXIMUM EXTENT POSSIBLE.
DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO.
BASE FAWN 01 CAW 07/07/17 RPBCWD COMMENTS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I ERS B� - GRADING P LAN
AMA DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE RAF' 37865-001-200
DRAWN BY 02 TCW 07/12/17 COUNTY COMMENTS SATHRETHRIZATIO,ICONEXPRESS WRITTEN AUTHORIZATION. USE WITHOUT O SATHRE-BERGQUIST INC.
- - - - - - - - - - - - - - - - - - - - - - SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. w m G
TCW 03 TCW 07/18/17 CITYCOMMENTS___ CHANHASSEN, FAWN HILL 05
-- ------------------- INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY.
CHECKED BY 04 TCW 07/31/17 _ _ _ _ _RPBCWD COMMENTS 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000
- SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE
RSM 05 TCW 08/30/17CITY COMMENTS d s MINNESOTA
-- - - ----- - -- ---
USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING
DATE HIP HOLDINGS, LLC.
- - - - - - - - - - - - - - - - FROM ILLEGITMATE USE. ROBERT S. LTAD, P.E. / .y
06/14/17 - - - - - - Dale: O �S�7 Lic. No. �-pLiZB c FRS v�P 11