2004-07-13_REVISION - m1994113

• Permit No: m1994113
• IBM Index Class Name: Revision
• Doc Date: 7/13/2004
• Doc Name: Overall Grading Plan
• From: Pathfinder Development
• To: DMG
• Type & Sequence: TR4
• Media Type: M
• Archive: No

EXISTING SWALE
SITE BENCHMARK
18" CULVERT INVERT
N. 10528. 10
E.•9595.66
EL = 9382.00
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SCALE. 1' = 30'
txistin9 Rood
NOTES
1. THESE PLANS ARE LIA41TED TO THE DESIGN
OF THE PROPOSED STORMWATER DETENTION POND
AND THE PROPOSED STORM SEWER AS SHOWN.
2. THESE PLANS ARE BASED ON TOPOGRAPHIC
INFORMATION, EXISTING FEATURES AND SURVEY
DATA PROVIDED BY FOLEY AND ASSOCIATES,
PROJECT NUMBER 91043e.
3. PLANS FOR THE PROPOSED ACCESS ROAD
RELOCATION, PROPOSED GRADING, PROPOSED
SWALE AND ROADSIDE DITCH, PIPELINE AND SILT
FENCE ARE UNDER SEPARATE PLANS PREPARED
BY FOL EY AND ASSOCIATES, PROJECT NUMBER
91403e,.
4. SEE SHEET 4 FOR STORM SEWER PLANS,
DETENTI(ON POND GRADING AND DETAILS.
NO77CE.• FIELD VERIFY THE LOCATION OF ALL EXIS77NG
U77LMES A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION.
Invert In, Exit
18" Culvert
N.• 10528.10
E.•9595.66
Elev= 9382.00
VK - ) 994 - -10
IT-o4
,deceived
puran9p Ft?;Id g Goolo9Y
pN sian of
SAN MIGU£L COUNTY
ACCEPTED FOR CONSTRUC77ON FOR ONE YEAR FROM THIS DA
ACCEPTED AS CONSTRUCTED
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