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CSTC STORMWATER
DETENTION POND
AND WETLAND —
j
EDGE OF OND
WA, EL. = 8.37 /
7 /98
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2) fie" X `8( NOTES:
Q-; ,., ✓`: WOOD LOGS 7?'P)
'C \ 1. FOR SURVEY CONTROL
INFORMATION, SEE
/ DRAWING G4.
INLET GRAN
RIM 13.85 2. FOR DRAWING SYMBOLS.
NV e"(NE)= 2.3 SEE DRAWING G4.
�� 3. FOR GRADING NOTES, SEE
E7 R.R w \ DRAWING 1 C(G)800.
M '1 .71
MW f{4 V - -' E) =12.11
2.5'" DIA x 0.2' ABOVE cRO �_ 4. PROPOSED CONTOURS AND
TOP of PVC EL. 1 t9 (-� \ Po SPOT ELEVATIONS ARE
}_Q. FINISH GRADE. REFER TO
LANDSCAPE PLANS TO
DETERMINE SUBGRADE
ELEVATIONS.
a 5. AREAS TO RECEIVE 6"
IMPORT TOPSOIL TO BE
ARP` i \ CONSTRUCTED 6" BELOW
FINISH GRADE. FINAL 6" OF
TOPSOIL WILL BE PLACED
INLET DRAIN �� \ DURING CONSTRUCTION OF
W
} RIM = 14.76 � LANDSCAPING. AREAS TO
INV'6 "(NE) =13.33 RECEIVE TOPSOIL DENOTED
AR A UNDER WITH HATCHING:
C STRUCTION \ \ GRASS
V.
/ \
e 6. AREAS TO RECEIVE 6" OF
NATIVE SOIL FOR PLANTING
/ TO BE CONSTRUCTED 6"
BELOW FINISH GRADE. FINAI
INLE uRAIN 6 "' OF NATIVE SOIL FOR
I� 6 °ENE) 1 PLANTING WILL BE PLACED
/ P DURING CONSTRUCTION OF
15' WATER EASEMENT
/ LANDSCAPING. AREAS TO
THIS EDGE OF PAVEMENT NATIVE SOIL FOR PLANTING
TO BE INSTALLED 2" ABOVE / / �J/
` EXISTING GRADE. TRAIL / DENOTED WITH HATCHING:
AND MAINTENANCE ACCESS /
PER PAVING PLAN FROM
THIS EDGE /
7
N 72,000 THIS AREA WAS UNDER
/
AZ n CONSTRUCTION AT TIME OF
PARCEL 1 TOPOGRAPHIC SURVEY.
_ - CONTRACTOR SHALL FIELD
VERIFY EXISTING CONDITIONS
PARCEL A PRIOR TO BEGINNING WORK.
f � 1 N - 8. AREAS TO BE PAVED.
AREA U E
/ 0 SEE PAVING PLANS.
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N 71.850
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KEY PLAN
20 10 0 20 40 SCALE: NONE
S. 1/2, SEC. 24, T. 23N., R. 4E., W.M. 0 _
N N. 1/2, SEC, 25, T. 23N., R. 4E., W.M.or
rC®NSTR TION SET,
f 9 EXPIRES: 04/26/'00
'RECOMMENDED BY
iFOR APPROVAL BY ; DATE:
BY r.
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