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Dg 4712PG14 Class Construction Record Drawings (As -built) for VSMP Lc. No. ZN°
4732 10'Tra55833 Nzo30'access The following is a list of information required on construction record drawings for °.*tz/z/zto,M�ssroxetsWMMaintenance stormwater facilities (reference Water Projection Ordinance 17-422). It is preferable that the to j0Easm construction record drawing be prepared by saneane other than the designer. Please do notnt4- La
provide -design drawings as construction record drawings. W JDB 4732 PG 678 A. A signed and dated professional seal of the preparing engineer or surveyor. •GEOTECHNICAL INSPECTION RECORDS HAVE BEEN Cc WW
B. The name and address of the firmand individual preparing the drawings on the title sheet. PROVIDED FOR THE DETENTION POND DAM AND O�0 r2UZJ¢d
a
,
SEDIMENT FOREBAY C3°C. The constructed location of all item associated with each faciliTy'and the in�ttonremrdstoverify •THE CONTRACTOR INVOICE FOR THE PLANTED NpQn� ollwingAQUATICBENCHHASBEENPROVIDED tQ a�Mproper dimensions,
W�rcUrn
ACCORDANCE WITH THE APPROVED/AMENDED
A 55.93x 4f3G41 2. Video Pipe Inspection for any pipes which are not accessible or viewable. NpG1� 3. Updated Location with geo-coordinates of all facilities. to
PLAN AS SHOWN ON THIS SHEET.
WO Q �tWO
5. Current physical and topographic survey for all earthen structures. Ponds should include a survey Ir
i.A of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required QC cc -J
II for alterations from the design. 4 qW
W6. Plants, location and type. Uo
1AI I I I Z� o, 7. Plans and profilesfor all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the oOF
/ installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s),
W :E
o 8. Computations: For significant deviations from design, provide sealed computations veco
rifying that
W
9sections and . Ditch Lines - Display the constructed location of all ditch lines and channels, including typical Wso
0" RCP Riser I7rpiE6nbjSqI 0
IA¢c�spdsMeh I 10. Easements Showall platted easements with dead book references labeled. Facilities and drainage a
DB1472IPG11 I must be within platted easements. Provide copies of recorded documents.
REVISIONS
12. Material layers - bioflter media, stone layers, sand layers, keyways and core
wide section
Rip
DATE
EMERGENCY SPILLWAY DETAIL EMERGENCY SPILLWAY DETAIL DEC. 2, 2021
SCALE
Top of Dam Elev =352.25 AS SHOWN
iwa 0_0,
Z
_ SWM-1 FOREBAY DETAIL *Impervious core shown for informational (SECTION B-B �
Existinpurposes only. Final design tobe provided Vd\�mpoharWHORIZ.SCALE:1"=12' by geotechnical engineer. OoConstruVtign Eeeell .I I I l I I II i i i I I LL �
DB54RGQ65 VERT. SCALE: 1"=6' JJ
44I4fl8D m<Q
'Ag.Top ofDam t mIN
"Impervious core and cutoff trench shown
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Mpin#enpneEe�emenVERT. SCALE: 1"=8' Q QNDy54RGI2651 I 0UQ�o" ? 1t4' Weir @ZDevice
THE SEPARATION
FILE NUMBER
12.0065
6
SHEETInv344.7030 0 30 60 90 Rip-RapConcrete Base Cutoff Trench* SWi
SCALE:1 30' in Concrete
L\Pmj<C[5\Cml Pty<(6\1LC065\Enginttnnq\D'9V9-59L15CNUTA-$WM OWG, 121212021 1:2935 PM, AUI� POF (G<0<al oocum¢nratim).pc3