HomeMy WebLinkAboutGrading Plans - 09/18/2017 LL ELEVATIONS ARE PER
ELVATIONS SHOT BY BUILDER ON
8.7.17
GRAD�NG PLAN FOR 1913 RICHARD'S PL.
BUILDING PERM�T#:
- NOT YET SUBMITTED FOR -
CONTACT INFORMATION:
JOHNNY AND YVONNE GONZALES
1613 RICHARDS PL.
FORT COLLINS CO, 80521
970-402-2333
Tazzer527@hotmail.com
EXISTING IMPERVIOUS AREA:
HOUSE
DRIVEWAY
51DEWALK
FLAGSTONE WALKWAY
±1425 SF.
±488 SF.
±180 SF.
±124 SF.
NEW IMPERVIOUS AREA:
ADDITION 488 SF
OPTIONAL CONCRETE CURB 62 SF.
TOTAL NEW IMPERVIOUS AREA: 550 SF
NOTES:
1. LOT DRAINAGE TO REMAIN
SUBSTANTIALLY UNCHANGED WITH
FRONT OF LOT DRAINING TO THE
STREET AND REAR IS ESSENTIALLY
LEVEL
2. THE PROPERTY HAS NOT BEEN
RE-SURVEYED, BUT BUILDER HAS
TAKEN ELEVATION SHOTS WITH
LEVEL AND FOUND THAT THE FRONT
HALF OF LOT SLOPES TOWARDS THE
STREET AND REAR WAS ESSENTIALLY
LEVEL. THE STREET DRAINAGE IS TO
ITS CENTER LINE AND SLOPES
TOWARDS THE EAST, PER USGS
TOPO MAP THE OVERALL AREA IS
GENERALLY SLOPING TOWARDS THE
EAST
Plan submitted by:
RICHARDS PL. Paul Heller
` paul@elemtstudio.net
STREET Element Studio Ilc
+99�-8�� 3145 Lakeview Cir. Longmont CO 80503
SIDEWALK 303.324.5996
www.paulhellerdesian.com
' ' ' www.elementstudioarchitects.com
SIDWALK
±� oo'-o„
0
REAR FENCE � REAR FENCE
±101'-3 1 /2" ±101'-2 1 /2"
±124 SF EXISTING SAND SET
FLAGSTONE WALKWAY
0
±1425 SF EXISTING NOME AND
COVERED PORCH
. APPROXIMATE START POINT OF SLOPE
I TO STREET
DOWN SPOUT DRAIN RUN
ALONG SIDE OF BUILDING TO
. SPLASH BLOCK AT TERMINATION
�TO CARRY WATER AWAY FROM
I BUILDING - WEST SIDE TO BE
BURIED AND TERMINATED WITH
POPUP DRAIN, EAST SIDE
. EXPOSED BEHIND EXISTING
DENSE EVERGREEN SHRUBS TO
I BE TERMINATED WITH SPLASH
BLOCK ONLY
PROPOSED 448 SF. ADDITION,
, FINISH FLOOR (F.F.) ELEVATION TO
MATCH EXISTING HOUSE F.F.
62 SF. OPTIONAL CONCRETE
CURB AROUND ADDITION
B1704663
Lot 35, Richards Resub
Grading plan accepted 9/18/2017 DM
G� 1613 RICHARDS PL. SITE AND DRAINAGE PLAN
NORTH 1/16"= 1'-0" 8.14.17
, ±488 SF. EXISTING DRIVEWAY
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STREET
AT WALKWAY
±l 00'-10"
MID POINT
±l O l '-3 1 /2"
REAR WALL
±l Ol'-3"
REAR OF LOT APPEARS
ESSENTIALLY LEVEL WITH
±1" OF DIFFERENCE IN
ELEVATION SHOTS, WELL
I I � I
- � /� i
�
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�I� T
�— — — — —
W
WITHIN TYPICAL GROUND � REAR WALL /
INCONSISTENCY I ±101'-21/2"
TOLERANCES
�CALE 1/16"=1'
�:
0 h 8 I6