HomeMy WebLinkAbout004 C1.3 North Wallace Residence GRADING PLAN 3
19 o/ \ ADJOINING PROPERTY BOUNDARY > \
I 4784 I I Aid
3 S37.5'
I LOT 4
I
TRACT 4
72" COMBINATION INLET IN LOT 4
a 1 I 72"- COMBINATION INLET FLOWLINE: 4784.92 44.57 of 12" A-2000 PVC 0 2.00%
SUMP:4777.00 INV. IN:4781.89
FLOWLINE: 4784.82 g9.04 of 30" PERF. CSP 0 0.00% -oHa� INV IN:4781.00 12 INV. OUT:4781.00 _ -
SUMP:4777.00 3.38 of 12" A-2000 PVC 0-2.00% 5.0' WIDE SIDE SETBACK
INV IN:4780.00 30' INV. IN:4780.00 INV IN:4780.2d 12 INV. IN:4781.96 t� PROPERTY BOUNDARY
INV. OU T:4780.00 INV OU T:4780.00 30 INV. OUT:4781.89 n
�✓ oEOP=4784.75 - ---- _ --- - - - - _ -- --
I EOP=4785.06 EOP=4785.32
- \ -a L- s. EOP=4785.06 EOP=4784.93
p e EOP=4785.86 7-, -FM-Fmry I 4 15 � lil �b
- - -$- - - - - o I I ^�' 41 INV. I of 12" A-2000 PVC 0 0.50% AI)U MAIN -g?�
- - o - INV. I UT:47 0. -227 ro
INV. ou i:47so.2o II EVEL=4786.09 \
�-
o EOP=4785.10 - -'�-"s -»=-ws�ws
I ss EOP=4786.00 5.9 EOP=4781 e EOP-4785.84 I I EOP=4785.33 EOP=4786.01 0 I
10.0' WIDE UTILITI`EASEIMENT I 4786.0 e I
tt_s-�f sty oo o� I / II 32.05 of 12" A-2000 PVC 2.00% E� LOT 3
3 �15.0' WIDE FRONT SETBACK
II I-�G G INV. IN:4781.54 a \`
- - G G EOP=4785.38� I INV. OUT:4780.90 N
IL v4 28.00 of 12" A-2000 PVC ®0.75% G � E I r ° a
INV. IN:4781.87 -\31.83 of 12" A-2000 PVC O 200% 31.24 of 6" A-2000 PVC ® 2.00%
INV. IN:4781.50 NV I N:4782.23-
}_ _ INV. OU T:4781.66 I INV. OUT:4780.87 �i 4785.0 II INV. OUT:4781.61
ws -5.2� 0 1f EOP=4785.05
DUPLEX MAIN LEVEL=4786.09 \3�
I 3.83 of 12" A-2000 PVC 0 0.73% I �. I / 4-BEDROOM L VE RESIDENCE 20.0'.WIDE REAR SETBACK
a - INV. IN:4781.66 \ o EOP=4784.62 MAIN LEV]EI,=4g86.09
INV. OUT:4781.64 11.33 of 12" A-2000 PVC 0 0.50%
v I 48" SDMH 0a so oI oax I I �I 1 A ------
8.08 of 12" A-2 000 PVC 0-
0.75%
INV, IN 4780.80 SUMP:4777.41 INV. OUT:4751.61FLOWLINE: . INV.
.67
INV. OUT:4780.74 INV IN:4780.74 12"a I I I - -/ - -- ------- --- ----- o � - ��--- I - O-UT-:4-7 80.-41 12INV -"
WIDE SIDE SETBACK-a G c c
G-----
o
112.49 of 12' A-2000 PVC 0 0.75% 1240 of 12" A-2000 PVC 0 0.75%
INV. IN:4781.44 4786- INV. IN:4781.07 4.43 of 12 A-2000 PVC 0
i
ss 3#-ss-ss I I _ INV. OUT:4781.34 INV. OU T:4780.98 INV. IN:4780.93 -- --
�12.49 of 12" A-2000 PVC 0 0.75% INV. ION
T:4780.90
INV. IN:4781.34 7.98 of 12" A-2000 PVC 0 0.75% / 3.31 of 12" A-200o PVC ®0.75% �4784-
x a
0 0
INV. OU T:4781.25 INV. IN:4780.98 13.03 of 12" A_2000 PVC 0 0.75% INV. IN:4781.41
INV. OUT:4780.92
23.42 of 12" A-2000 PVC 0 0.75% INV. IN:4780.90 \ � INV. OUT:4781.38 47�_
% I INV. IN:4781.25 6.94 of 12" A-2000 PVC 0 0.75% INV. OUT:4780.80 -60.16 of 12" A-2000 PVC 0 0.75%
INV. OU T:4781.07 INV. IN:4780.92 / NV. IN:4781.38 4786-
I N V. OU T:4780.87 NV. OUT:4780.93
S
o I I 9.16 of 12" A-2000 PVCIN:0 04780.87.75% /
I I INV.
i 3 INV. OU T:4780.80
I I LOT 2A-2 JLT 2
-400
I I
a I LOT 1A
J-400-A /
I 4>
NOTES:
1. USE A-2000 OR SDR 35 PVC STORM DRAIN LINE LEGEND
o I I \ I OR APPROVED EQUAL o
�2. DASHED CONTOURS FROM CITY OF BOZEMAN LIDAR I 3
a I =CATCH CURB
SOLID
3. SOLID CONTOURS FROM AESI TOPOGRAPHIC SURVEY
o i I I =SPILL CURB
CURB o
&
N0. REVISIONS DRAWN BY DATE 0 10 20 30 NORTH
WALLACE RESDIEA1�CES
/\ PROJECT #: 22-058 SHEE
1 V T
32 DISCOVERY DRIVE DATE: 08�24�2023
BOZEMAN,MT 59718 Civil Engineering FAX(406)582-5770 ALLIED
GRADING PLAN C1,3
SCALE (FEET) P GRADING PLAN PHONE(406)582-0221 Geotechnical Engineering
PROJECT ENGINEER: RSR DRAWN BY: ICI O� lliedengineering.00m Land Surveying iMINEM11M
428 NOIt°][°]H[WALLACE,WA]LLACE BOZEMAN,MT � y NORTH WALLACE
DESIGNED BY: RSR REVIEWED BY: °%:ea,oi°``�• GRADING PLAN