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ACCESS TO A PUBLIC THOMAS FAMILY PROPERTIES 4
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PARCEL #2146000040
S89°09'55"E N89°10'18"W 725.01' (M) S1 °1?40 N1 SENECA AVE SW
317.50' N89°1o'18"w 725.01' (P) �� 10.88' � — C DURING PHASE 1 317.51) 55"E it 11 N89°0,9'55"V4
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STABILIZED I ® INLET PROTECTION _50
\\ 23.85 II GA CONSTRUCTION '25
UN —IMPROVED LAID I ENTRANCE I I DRAINAGE PATTERN
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DEMOLITION NOTES
STABILIZED
ASPHALT CONSTRUCTION
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UN —IMPROVED LAND _ — — — / _ 1 RELOCATE ABOVE -GROUND GAS TANK
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23 PROTECT EXISTING ROOF LEADERS J — 1 I 0
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\ I %I I I O PROTECT EXISTING FENCING
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2 22.30-22.40 - 22
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6 I O RELOCATE FENCE, AS REQUIRED
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22.40 — P I CONTRACTOR TO REMOVE EXISTING CATCH BASIN AND ABANDON
-/ x N1°13'1 'E 515.05' (M) O EXISTING STORM DRAIN PIPES WITH FLOWABLE FILL AFTER THE EROSION �
— — / I CONTROL DEVICES ARE REMOVED �
N1 °13'1 'E 515.05' (P) CO � C S � �
23.40
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30 1 SEDIMENT 6 I Iuj
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UN—InnrKuvtu LHIVU I I I : NSF 1. CONTRACTOR TO MAINTAIN ACCESS TO THE CENTER BAY DOORS AT ALL N
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3 i•7 rARCE #2146000060
TIMES TO THE MAXIMUM EXTENTS POSSIBLE. TEMPORARY BUILDING ACCESS
3 I MUST BE FROM SENECA AVENUE.
2. RELOCATION AND RECONNECTION OF THE LIQUID PROPANE TANK MAY BE
BAY G � a0� a0� a0-1 I REQUIRED T ENSURE CONTINUED E AFTER PAVEMENTCONSTRUCTION
I QU O SU CO U USE
1DOOR 1 BAY I� I I ' HAS BEEN COMPLETED. IF TANK IS NO LONGER NEEDED, THEN THE TANK
DOOR I SHALL BE TURNED OVER TO THE OWNER.
15.0' 3. CONTRACTOR SHALL STAY CLEAR OF EXISTING RAILROAD RAILS AND CARE
MUST BE TAKEN TO ENSURE UNDERMINING OF RAILS DOES NOT OCCUR.
4. CONTRACT SHALL NOT REMOVE OR RELOCATE ANY FENCING AROUND THE
EXISTING COMMUNICATION TOWER. COORDINATION WITH EXISTING
(A 610TH STREET I I PROVIDER MAY BE REQUIRED.
(ADDDRR ESS POSTED) 1—STORY CONCRETE BUILDING 5. PRIOR TO COMMENCEMENT OF DEMOLITION AND GROUND DISTURBANCE,
I
114,855 SQUARE FEET I THE LIMITS OF DISTURBANCE MUST BE CLEARLY MARKED.
HEIGHT = 35.0" 6. ROOF LEADERS AND UNDERGROUND STORM PIPES APPEAR TO CONNECT TO
A TIGHT -LINE THAT RUNS WEST TO EXISTING CATCH BASIN. CONTRACTOR TO
I
CONFIRM THIS ASSUMPTION WITH POTHOLES PRIOR TO REMOVAL OF THIS
LOT 5 I I I EXISTING CATCH BASINS. IF THIS ALIGNMENT DIFFERS, THEN CONTRACTOR
MUST CONTACT ENGINEER TO PROVIDE AN ALTERNATIVE STORM DRAIN
DESIGN TO ENSURE ROOF RUNOFF IS MAINTAINED TO EXISTING OUTFALL.
SEDIMENT TRAPS 1 AND 2 SUMMARY
I
SEDIMENT TRAP 1:
CONCRETE WALL TYP I I NORTH
1 BAY - DRAINAGE AREA = 2.35 AC
DOOR 1 BAY
351.9 DOOR - Q2 = 2.30 CFS
'`:•�:: '•`:r :.;' :„ EVLT LAND C E 26'9� - SURFACE AREA REQUIRED = 4,782 SF
FIRE LANE I I - SURFACE AREA PROVIDED = 4,800 SF GRAPHIC SCALE IN FEET
L j o _ 0 20 40 80
� rn I I I VOLUME PROVIDED = 16,800 CF
�' Ljj w I - MINIMUM DIMENSIONS TOP OF WET
ASPHALT Q Q S77°2 ' ' W STORAGE = 120' X 40'
158.4 z z 33. 8'
Q SEDIMENT TRAP 2:
ASPHALT
. k Ell AVE SW - DRAINAGE AREA = 2.09
P ; s
— — r — L _ _ _ — —'AVER =.` Z G TO LINO i - Q2 = 2.05 CFS
o SURFACE AREA REQUIRED = 4,255 SF
I i - SURFACE AREA PROVIDED = 4,292 SF
O LOD LOp i VOLUME PROVIDED = 15,022 CF
METAL MONUMENT - MINIMUM DIMENSIONS TOP OF WET
® SIGN
ACCESS TO A P — STORAGE = 116' X 37' •1lRf�"
ASPHALT 401 v : �; RIGHT —OF— A 01/04/2023 O
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VLT ����746.47' (M)
RIGHTOFWAY
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ASPHALT I S77 26 4�" F1gEAR1NGS) LINE" ' S77°26'41"W 746.47' (P) Z
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DEVELOPMENT ENGINEERING
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LANDSCAPE
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S77°27'04"V•/ co ''� (PUB��C CURB 1 CCP SUBMITTAL #1 5/10/2 SURVEYED: / / SCALE: DATE: O
Q4 Qj 21 VERTICAL: NAVD 1988
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AS SHOWN HORIZONTAL: NAD 1983,1991
33.97 AD/CH/NW CITY 0 600 SW 10TH PARKING LOT 05/09/2022
_- ` . ' DESIGNED: FIELDBOOK:
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DRAWN: RENT 0 N PAGE:
AD/CH/NW DEMOLITION & TEMPORARY EROSION DRAWING NO: U)
AB5 33'ONE
INCH
DUM
_' ACCESS TO A PUBLIC "' CHECKED: CM ATFULLCALE ATPlanning/Building/Public Works Dept. l.i-1 02
Q� ' RIGHT—OF—WAY ' " IF NOT ONE INCH
zJ S 1.13' 17"W 30.89' (M) N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SEDIMENT NTR L PLAN �SHEET:5 OF: 22 O