505 DRUID RDSTORMWATER INSPECTION REPORT
NUMBER 1
SITE: Dr.r`Mines Medical- Office PARCEL: 15/29/15/54450/028 /0090
SITE ADDRESS: r505.`Druid Rd. E.
BASIN:- Coastal BASIN No. 02- 02 -08 -01
DRAINAGE AREA: 21260 SO FT
REQUIRED VOL.: 886 CU FT PROP. VOL.: 3420 CU FT
POND TYPE DRY
WEIR TYPE: Rect. Slot
PROPOSED
WEIR: L: 3" D: 12"
SKIMMER: YES
UNDERDRAIN: YES
UNDERDRAIN C.O.: YES
LITTORAL SHELF: NO
NOTES
INSP.DATE:03 /13/1995
EROSION: NO
DENUDED: NO
POND CONSTRUCTED PER PLAN YES
CONTROL STRUCTURE CONST. PER PLAN YES
COMMENTS:LANDSCAPE: None at this time.
STORMWATER: None at this time.
EXISTING
WEIR: L: 3" D:1211
SKIMMER: YES
UNDERDRAIN: YES
UNDERDRAIN C.O.: YES
LITTORAL SHELF: NO
OVERGROWN: NO
COLLECTION SYS: YES
C I T Y ..OF C L E A R W A T E R
r�
POST OFFICE BOX 4748
..,5 "mot ':i:•aiiY �=
?•; +' CLEARWATER, FLORIDA 34618 -4748
NOTICE OF COMPLIANCE
03/13/1995
The City of Clearwater Environmental Management Office has
completed its stormwater and landscape inspection at your site..
The site was found to meet the requirements set forth by the
stormwater and /or landscape ordinance's in effect at the time of
site development. If you have any questions regarding this'
report, please contact Rick Albee at (813) 462 -6598.
SITE: Dr. Mines Medical Office
SITE ADDRESS- 505 Druid Rd. E.
OWNER: Jonathan Mines
OWNER REP.:
RECOMMENDATIONS: Continue to maintain site to insure future
compliance.
Equal Employment and Affirmative Action Employer'
PN10 -01 CITY OF CLEARWATER
PARCEL ID 15- 29 -15- 54450 -028 -0090 PAZIP YRBLT /EFF FLRS TOT SOFT $ /SOFT AVR
505 E DRUID RD 00000 1993 1993 4,395 35.08
OWNER'S NAME AND ADDRESS V P W.G BLDGS IMPROVEMENT == HEAT SOFT
MINES, JONATHAN 1 30 GENERAL OFFICE 3,871
MINES, CARLEN LEGAL DESCRIPTION CENSUS PBOOK /PG
505 E DRUID RD MAGNOLIA PARK 259.02 1 70
CLEARWATER, FL 34616 BLK 28, LOTS 9,10 AND 11 NBHD 003 043
LOT SIZE __> ISC COUNTY
20,493 SO FT 152 X 135 .
YEAR IMPROVEMENT LAND ASSESSMENT SO /FT YEAR TAXES PD D TX /FT
1994 191,500 113,200 304,700 69.32 1994 7,058.77 Y N 1.60
SALE DATE AMOUNT BOOK /PAGE DT 0 T SALE DATE AMOUNT BOOK /PAGE DT 0 T
JUN. 1992 154,200 7941 1884 0 J OCT. 1986 5,800 6328 482 U J
NOV. 1991 135,000 7729 1165 M J -
OCT. 1989 188,500 7106 1944 M J
SELLER'S NAME _____= LAND I PROPERTY USE = ______= HOMESTD LP
19 333 PROFESSIONAL OFFICE -BLDG 0 N
MORTGAGE COMPANY AMOUNT DATE MTG TYPE RATE NUMBER
GENERAL REVIEW DATE BUILDING REVIEW DATE'
. 28- OCT -93 .28- OCT -93
ENTER =FWD F1 =DOCS F2 =BLDG F4 =TAX FS =LGL F7 =DIM FB =XFEAT F13 =SKTCH F6 =COMP MENU
PN10 ISC
READY
rF..C" a # '�„ mr "' C ;rti`..:: -° •[ y7 ?' 4_.... .yet, , ,, 1 s 1x 2:.a.. .r..' ,y. All
n-.. - uc+^ �.c^" y •- -'...�*'' y's^..`
APPLICATION FOR LAND CLEARING. & GRUBBING -PERMIT
J CITY OF CLEARWATER
"PUBLIC WORKS DEPARTMENT - -,
' r
01 �14 'ENVIRONMENTAL MANAGEMENT DATE
s ,
a• ..(813) 462 -6747 { RECEIPT NO. t
i €. ` .
A non - refundable filing fee of $10.00 is required.per Resolution 86 -9. Permit applicable for 6 months from date of approval.
'
In, accordance with Section 98.30, 1 hereby apply -for permit to land clear and /or grub the property described below:
1. Location of Property ;t6- S -' - �.,r % r,
2.: Project: Name %lft
3.. Purpose of clearing and /or grubbing r �,., �: ",; �- , 7� • '�,
4 General description of existing vegetation, topography, and surface 'water (including all existing and/or proposed
ditches; canals, and swales)
P 7
5 ,. Proposed method .of debris disposal A T.
ph4 z
` 6: •_ Date you .plan to begun: work
rz.• .
7,. Proposed method'6f soil erosion control �> a >'. %'" ✓�^ 4
8. .'❑ No -Tree Verification Required 2;1 Removal Permit .Required
I AM`AWARE, AND UNDERSTAND THE REQUIREMENTS OF SECTION 98_, CITY ;CODE OF ORDINANCES REGARDING
JREE PROTECTION DURING. CONSTRUCTION AND HAVE READ CITY'S EROSION AND SILTATION CONTROL POLICY
r d^ '11� 5 ..,, F Gtr t5' A+. r t
Subscribed and Sworn before. me
Signature ofEOwner .or'Owners,Represenfative i
this day of , N \. , 19
s V
Printed Name f 6 r:"
Signature of Notary'
Address a
11 NAME OF NOTARY /,-,o 0j) troll e; 2
.
City; State Zip COUNTY .. !T!T!1''rir CI AQiiM
' A 5- 12 s ` S (/ COMMISSION EXPI OMISSION EXP> fi�Y
Representatives Firm Telephone
Applicant most include Aerial Photograph or Scaled Drawing showing property boundaries and llmlts NOT; +-
';a Tree Removal`Petmit. r
DO NOT WRITE BELOW THIS LINE
Comments l+ttrtt!�rr rJ!'C�t� `. x:1 r�rcil ��`!� /";fit S 3��h
tom. •, / / f
("i' I l` c�'�f /` / Ir f'
w- ,1 l) r'
'lf I fr'.
t
` Water Re ounce Spec. Date
Comments /''/,r`"'''"'apt° :%'/ L. Y %�1 °� ±.. T- .e �%1'?1�,r'. -' ✓'.°"
12' y t /c /��e r/vl /��%uG: /� !a , ;?f tit
,!":...�7_,..� './it'rr� / r F• i / ?t'� ✓'!�"` /� ��>. .," / t'�,,.!� C"'r �.''�:; L..c''�% t✓'-! '..,`' j✓ � �r''•�: j „ `� g ;��' �� ` n.
F, .r.r:....,/^{ i [,%.f,,•..srJ�!tt'".,,f'"' ./i'`l,j'„t� ^, ✓'r"" ,'iy+,, �"'`,,.`,r','iJ` '�d ! �' .% f'"X /✓'ri•s
w AaWrbrester Date
Based on the above comments and information submitted, the above removal application is:
:❑ Approved,As Submitted -Eg! Approved Modified As Noted Above, ❑ Denied
Signed: ..i~✓ Iii Date:
�-l� _
City Manager or Designee.. , l`- t
Rev. 9/87 .
White "A'policant Yellow Environmental Pink Inspector
/ ..,mss , r � .. r° . . , � • . .. .. �` ,
z TREE REMOVAL APPLICATION FORM �3
NAME OF OWNER: Fee Rec. $
1 r� Date Rec: 3
LOCATION OF WORK: i 6 �i c�'� v i''. r == . Rec. By:
Clearwater, Fl. Rec't #
REQUIRED REPLACEMENT TREES
.. ---------- - - - - -- ---------------------------------=------------------- - - - - -- - -- - - - - --
r 6�
PERMIT TO REMOVE TREE (S) _.,.
NAME OF,..OWNER 0 !I1 r`t:. 19 � .
OWNER'S ADDRESS` � milira,�w
PHONE'
nrATmi nvtlT FF (Sl
Div
A.
REASON FOR REMOVAL:
Cpl Construction
❑. =:Hazardous
❑ Dead - Dying
❑ Other - (Specify)
Fee Rec: $
�f r--
Rec't # 6(e
fal or relocation of a protected tree(s).(Larger
for construction purposes, the Site Plan must
r industrial sites. The Site Plan must show:
Rjgfi #s of -Way
grade
i Trees
be Removed
Signature -of Owner
Date Received
Called /Mailed
PICKED UP
.REQUIRED REPLACEMENTSr��
gnedA city'Man /ager. or his Designate/d� Agent l
�? to ,� / /"`�'�,✓ f�. j r� �t j1% ` �',� {�`� �� �� u.f
Recommended Replacement Trees
Required Replacement Trees
Signed r'R - -''f' �! /' f'�- -° _ ". Date
Insp 2or
I
Based on the Inspector's comments and information submitted, the above removal application is:
❑ Approved As Subm:Ytted r L Approved — Modified As Noted Above El Denied,
Sign ed: Date:
City Mana er or.Designee
."
s,
BOARD ,OF COUl -TT-Y COMMISSIONERS
PINELLAS COUNTY, FLORIDA
DEPARTMENT OF PUBLIC WORKS.
440 COURT STREET
CLEARWATER, FLORIDA 34616
COMMISSIONERS
(813) 462 -3251
CHARLES E. RAINEY - CHAIRMAN '
BRUCE TYNDALL - VICE CHAIRMAN
SAW E PARKS
STEVE SEIBERT '
BARBARA SHEEN TODD
December 15, 1992
Jonathan A. Mines, M.D.
510 Druid Road East, Suite B
Clearwater, FL: 34616
Subject: Final Agency Action - Noticed General.Permit Transmittal
Project Name:. Mines Medical Office, Not Phased
Appl. No.: SWP 93 -0016
City: Clearwater
S /T /R /Q: 16/29/15/40
Dear Dr. Mines:
Your permit. has been approved. contingent on no -objections, being received ..
within `14 days after receipt of this notice of - Final County Action. Your
acceptance of the permit constitutes notice and your agreement that the:County..
may periodically review this Permit, including making site inspections.
The enclosed 'approved construction plans are part of your permit, and
construction,must be accordance with those plans.-
This does not, however, constitute a final determination that the system is in
compliance with the requirements of Rules 40D-40.301. and 40D- 4.091(1). Within,.
30 days after construction is completed, the permittee and an engineer
registered in Florida must submit the . "Statement.,of Completion and Request for
Transfer to Operation Entity" form (copy enclosed) certifying that.the project
and system are 'built in compliance with-permitting requirements and requesting.
the system qualifies for operation phase authorization.
Every effort .should be taken during construction to prevent erosion and
transport and discharge of sediment to wetlands or. any property other than
your oWn .
Continued
N
44
ZI
SWP:93 -0016
Page 2
Please be advised that any person who is substantially affected by Pinellas
County Permitting Department's Final Agency Action concerning a Permit may
challenge this Permit by requesting an Administrative Hearing in accordance
with Section .120.57, Florida Statutes (F.S.), and Part V of Chapter 40D -1,
Florida Administrative Code (F.A.C.). A request for hearing must be filed
with (received by) the Pinellas County Permitting Department at the address
above within 14 days after the date of receipt of this notice of Final Agency
Action. When actual receipt of notice cannot be determined, receipt is deemed
to be the fifth day after the date on which this notice is deposited in the
United States mail. Failure to file a request for hearing within this time
period shall constitute a waiver of any right,such person may have to request
a hearing under Section 120.57, F.S.
Your participation in the regulation process will help protect and conserve
our water resource. You may contact this office if you have any questions or
concerns about your Permit.
Sincerely,
u1 Bumiller, A ministrator
GO� a Land Development /Permitting Division
Enclosures: 1. Approved Permit
2. Statement of Completion
3. Notice of Authorization to Commence Construction
4. Approved Construction Drawing(s)
5. Staff Report
6. Wetlands Report
cc.: Zoning, Processing & Records
John Heuer, SWFWMD
Ray Reyburn, Coordinator
Belinda Bock Lambert, Environmental Management
Kenneth H. Roush, Proj Engineer
PWSSWP93 /16:4 -5
Fr30A�D OF` COUNTY COMMISSIONLI -t,,5
NOTICE OF
ATION
TO COMMENCE CONSTRUCTION
MINES MEDICAL OFFICE, NOT PHASED
PROJECT NRME
COMMERCIAL
PROJECT TYPE
PINELLAS
COUNTY
16/29/15/40
SEC (s) /TWP (S) /RGE (s)/ QTR (s)
JONATHAN A. MINES, M.D.
PERMITTEE
SwP No. 93 -0016
suing Authorl :
DATE ISSUED: December 15, 1992 'p�ORI'D paw lu Bumiller, Administrator
Land Development /Permitting Division
THIS NOTICE SHOULD BE CONSPICUOUSLY
DISPLAYED AT THE SITE OF WORK
NORTHSIDE ENGINEERING SERVICES, INC.
3.000 GULF TO BAY BOULEVARD • SUITE 403 • CLEARWATER, FLORIDA 34619 • (813) 725 -3883
November 28, 1992
Mines Medical Office
Drainage Calculations
Site Area = 21260 S.F., 0.49 Acres
Historic Conditions: C1 = 0.2
Q (25 Yr. Storm) = 0.2 X 8.5 X 0.49 = 0.83 cfs
Post Conditions:
New Impervious = 14210 S.F.
14210 X 0.9 = 12789
1020 X 1.0 = 1020 (Ret. Basin)
6030 X 0.2 = 1206.
21260 15015 C2 = 0.71
25 Yrt Storm Retention Basin Required:
Volume = (0.71 - 0.2) X 3.6 X 0.49 X 3600 = 3239 C.F.
25 Yr Storm Retention Basin Provided = 3420 C.F.
Slot .Design:
L = 0.83 = 0.25' Or 3"
3.33 X.11.5
Kenneth H. Roush, P.E. ....
NORTHS I DE E_NG I NEER I NG S4_E —ITV I CES
--- - - - - -- ----- - - - - -- — - - - - - --
q—
VOLUME PROVIDED: 122' C.F.
BOTTOM OF SLOT, ELEV.: 3
BOTTOM OF RET. BASIN ELEV.: 33 • Z 5
UNDERDRAIN INV. ELEV.: 2. • 5 3 2.75
Ks =542 FT. PER HR.
LENGTH OF UNDERDRAIN = 40 L.F.
SIDE -DRAIN FILTER DRAWDOWN. ANALYSIS
(Using Darcy�s Law for flow through porous material)
E
ELEV.
(NGVD.)
h
TOTAL
HEAD
(ft)
6h
INCR.
HEAD
(ft)
V
TOTAL
VOLUME
(cf)
OV
INCR.
VOLUME
I max.
MAX.
FLOW
LENGTH
THRU
FILTER
(ft)
I min.
MIN.
FLOW
LENGTH
THRU
FILTER
(ft)
I avg.
AVG.'..
FLOW
LENGTH
THRU
FILTER
(ft)
HYD.
GRAD.
i =h/Iavg
AREA
OF
FILTER
A =Lxh
(sf)
FLOW
Q= K iA
(cfh)
AVG.
FLOW
01 +02
&T
INCR.
TIME
(hrs)
7- T
TOTAL
TIME
(hrs)
2
(cfh)
7, 2
::................•o
��
?ISO
......
....
� Z
a•.
5
1, 0
�o.
G
41
S', y
2.
S
7 Z
•Z
7• 3
0
.'7
.�
o�
3
...... :: : :.
........ : ::::: :.
........::
...
E HRS D A FOR R .
ft TIMW DOWN
NORTHSIDE ENGINEERING SERVICES, INC.
y
q
3,000 GULF TO BAY BOULEVARD • SUITE 403 • CLEARWATER, FLORIDA 34619 • (813) 725 -3883
SOIL PROFILE
MINSS ME.DtC41. OFF1ce W - IO -92
o GROUND EL. 35.7
1 .r
DARK. FFIOF- cA�D
,
` I
— 5� E�.30.-1
2 t 5TF.
P v A7- E?- T-&&LF- WAS
WCOUOTF -mo @ £L. 30.7
51H,V4. EL. IS EGMPIAAXE @
F-L. 31. o
IST RE
IN
ANY Cji_, IN
_j7 C�
!CPI
I)TI
�N
�T
'!,.L % T
M
RAISED CURBkS 6Y PROTECTIVE TBIBIERS
11EQUIR ' LD wbere interior landscapeel
'Areas abut pavement,
I_A-�,DSGAREF TRIAIMFNT REQUIRE!)
FOR INTERTOIR !SLANDS
,,�n 50510 coverage with livillu
ALL landscaping must lie properly install-w"
per approved plail prior to C 0 Inspectio
Rehispection fees are mandatory. I
r LV Y CHANGES IN SN'
ECIES'- S-J."ECL .EC ATIONs, ui
DESIGIN WITHOUT THL CONSENT OF THE, Dl'PECTOR
OF ENVIMN-111ENTAL IMAN-AGEMENT RENDERS PLAN
APPROVAL VOID:
dos Dy ova V mkne3 mcatcak opc��
REQUIRED
MISTING
PROPOSED
(Kin. or Max.i
ZONING DISTRICTa
OL
OL
OL
USES
Vacant
Med» Office
OFFice
LOT AREA (Sq.Ft. and Acres),
Gross Area (within property lines),
11260 S.F,
21260 S.F,
21260 S.F.
Net Area (Gross minus 81 Max. for
0.49 As.
0.49 Ac.
0.49 Ac,
vehicular accesswayg)2
•
LOT WIDTH:
155.9 Min.
_955.9 Min.
LOT DEPTH:
135.11 Min,
935.19 Min,
85
DENSITY (Based on net acres),
-
BUILDING COVERAGE (Sq.Ft. and I of
Gross Site)t
5330 S,F,
6378 S.F,
ff-577—
GROSS FLOOR AREA and F.A.R.,
5330 S.F.
6378 S.F,
SETBACKS (Also include dimensions
oA site plan drawings
4onta
Sides
10,
10'
Rear-
i
1s,+/-
15,
Between Structures:
WATERFRONT:
Sides
Rear:
HEIGHT:
23,
With Bonus Provisions(if applicable),
PAVED VEHICULAR AREAS (Sq. Ft. and
I of site):
88BO S,F,
OPEN SPACE
42%
Total for the Lot (Sq.Ft. and
X of site)i
21260
6630
6378
•
-rT-
For the Front Yard (Sq,Ft. and
I of required front yard),
2030
1985
Clear Space (Waterfront Property)t
------
51,1%
5 0 —y
Exterior Perimeter Bufferst
5 °s t 31 min
5, 6 3,
Parking Lot Interior Landscaping
Pear
(Sq,Ft. and X of Paved Vehicular
areas; also, depict on site plan
drawing by shading/cross hatching):
... . .
740
533
8.3%
PARKING (Give applicable formula):
23'
23
5330 S.F, Bldg Less Perimeter Walls
(212 S.F,)
= 5118
5118 At 4.5 sp/i000 = 23.0
IN
ANY Cji_, IN
_j7 C�
!CPI
I)TI
�N
�T
'!,.L % T
M
RAISED CURBkS 6Y PROTECTIVE TBIBIERS
11EQUIR ' LD wbere interior landscapeel
'Areas abut pavement,
I_A-�,DSGAREF TRIAIMFNT REQUIRE!)
FOR INTERTOIR !SLANDS
,,�n 50510 coverage with livillu
ALL landscaping must lie properly install-w"
per approved plail prior to C 0 Inspectio
Rehispection fees are mandatory. I
r LV Y CHANGES IN SN'
ECIES'- S-J."ECL .EC ATIONs, ui
DESIGIN WITHOUT THL CONSENT OF THE, Dl'PECTOR
OF ENVIMN-111ENTAL IMAN-AGEMENT RENDERS PLAN
APPROVAL VOID:
dos Dy ova V mkne3 mcatcak opc��
z r -:
Sheet
■
•
♦
z r -:
Sheet
■
AM
0
CONTROL STRUCTURE
N.T S,
TOP OF BANK
CONTROL STRUCTURE
CAST IRON GRATE
U.S. FOUNDRY -#- 6212
TOP EL. 349
C01A.W. CI-rY'oIrCLWIZ)
E6-
15"UNDERDRAIN
INV EL, 32.6
POSITION CONTROL STRUCTURE
WITH THE
WITH THE SLOY'PRCING RETENTION BASIN.
GREASE SKIMMER
SIDE SLOPE Timm
71-F,
SECTION B - B
r'4, -T.5.
6
BROOM FINISH
3000 PSI CONC.----\
VALVE BOX WITH COVER
AiEw t-fEO C-A L
(TO BE MARKED WATER)
FIN. GRADE
�D
orFIC-6
W41.K FlAj, A*I,, 37 0
CONTROL DETAIL
3
N.T. S
PAVEMENTS
4-.
Ap _Z1
L CURB SHALL BE SEALED WITH LAMBERT
UPTIONAL POST
GARDSEAL CURE AND HARDENER OR EQUAL.
POST OPTIONS:
EACH WAY
POSITION
28X4® OR 21/,-D[A.WOODi
ASPHALTIC TECH RS-2 (MARIANI ASPHAT
FILTER FABRIC IN
BOT. OF SLOT
GREASE SKIMMER
20°
4#5 CONITIN.
► v
WRAP VALVE WITH
3. CURBS SHALL HAVE I' DEEP CONTROL
_Z_T
EL�; .
33c
1/4"THICK ALUM.
JOINTS EVERY 10 FEET
18" LONG # 5
PRINCIPLE POST
l
OR EQUAL,
40V EL,
W/4 STAINLESS
POSITION, CANTED
20.' TOWARD FLOW
/ Urpvo
STEEL ANCHORS,
............ ..
............... co
-FILTER FABRIC
�x
............
64
EX,
r"41
SILT FLOW
GROUND
..............
"k
E G UND-/
X RO
CONTROL STRUCTURE
N.T S,
TOP OF BANK
CONTROL STRUCTURE
CAST IRON GRATE
U.S. FOUNDRY -#- 6212
TOP EL. 349
C01A.W. CI-rY'oIrCLWIZ)
E6-
15"UNDERDRAIN
INV EL, 32.6
POSITION CONTROL STRUCTURE
WITH THE
WITH THE SLOY'PRCING RETENTION BASIN.
GREASE SKIMMER
SIDE SLOPE Timm
71-F,
SECTION B - B
r'4, -T.5.
SECTION C - C
W, -r' S.
UNDERDRAIN DETAIL
10=1 11-o"
6
BROOM FINISH
3000 PSI CONC.----\
VALVE BOX WITH COVER
AiEw t-fEO C-A L
(TO BE MARKED WATER)
FIN. GRADE
�D
orFIC-6
W41.K FlAj, A*I,, 37 0
CONTROL DETAIL
N.T. S
PAVEMENTS
4-.
Ap _Z1
L CURB SHALL BE SEALED WITH LAMBERT
UPTIONAL POST
GARDSEAL CURE AND HARDENER OR EQUAL.
POST OPTIONS:
SECTION C - C
W, -r' S.
UNDERDRAIN DETAIL
10=1 11-o"
SILT SCREEN DETAIL
NT S
6
BROOM FINISH
3000 PSI CONC.----\
VALVE BOX WITH COVER
6®
,TOE WALL 3 SIDES
(TO BE MARKED WATER)
FIN. GRADE
�D
CONC. EROSION
CONTROL DETAIL
N.T. S
PAVEMENTS
Ap _Z1
L CURB SHALL BE SEALED WITH LAMBERT
UPTIONAL POST
GARDSEAL CURE AND HARDENER OR EQUAL.
POST OPTIONS:
EACH WAY
POSITION
28X4® OR 21/,-D[A.WOODi
ASPHALTIC TECH RS-2 (MARIANI ASPHAT
FILTER FABRIC IN
1.33 LBS/FT MIN. STEEL
20°
4#5 CONITIN.
CONFORMANCE WITH
WRAP VALVE WITH
3. CURBS SHALL HAVE I' DEEP CONTROL
PLASTIC BEFORE
THRUST BLOCK
SEC.,985 FOOT SPECS,
JOINTS EVERY 10 FEET
18" LONG # 5
PRINCIPLE POST
l
OR EQUAL,
EXTRUDED
CONC. CURB
POSITION, CANTED
20.' TOWARD FLOW
............ ..
............... co
-FILTER FABRIC
�x
............
64
EX,
r"41
SILT FLOW
GROUND
..............
"k
E G UND-/
X RO
Cc
0
o
-X`
X .
SILT SCREEN DETAIL
NT S
CONIC. CURBMALK DETAIL
N,T S.
ENTRANCE
:FLU$ff CUABc-
..........
,SEE PLANi:,,.',.
ENTRANCE
7
BROOM FINISH
3000 PSI CONC.----\
VALVE BOX WITH COVER
(TO BE MARKED WATER)
FIN. GRADE
�D
4
FILL
PAVEMENTS
Ap _Z1
L CURB SHALL BE SEALED WITH LAMBERT
TWO *4 BAR
GARDSEAL CURE AND HARDENER OR EQUAL.
EACH WAY
2, BOND CURB TO PAVEMENT WITH EMULIFIED
30" SQUARE X 6" THICK
ASPHALTIC TECH RS-2 (MARIANI ASPHAT
CONC. SLAB TO BE CAST
CO. OR EQUAL) AND DEFORMED STEEL ROD,
4#5 CONITIN.
AROUND TOP OF BOX,
WRAP VALVE WITH
3. CURBS SHALL HAVE I' DEEP CONTROL
PLASTIC BEFORE
THRUST BLOCK
o
JOINTS EVERY 10 FEET
18" LONG # 5
AT WO.C.—
EXTRUDED
CONC. CURB
CONIC. CURBMALK DETAIL
N,T S.
ENTRANCE
:FLU$ff CUABc-
..........
,SEE PLANi:,,.',.
ENTRANCE
TRAITSiTION DETAIL
N T 9,
VALVE BOX WITH COVER
(TO BE MARKED WATER)
FIN. GRADE
�D
4
TWO *4 BAR
EACH WAY
30" SQUARE X 6" THICK
CONC. SLAB TO BE CAST
AROUND TOP OF BOX,
WRAP VALVE WITH
PLASTIC BEFORE
THRUST BLOCK
INSTALLING THRUST
BLOCK.
(3 CU. FT CONC.)
UATE VALVE DETAIL
0
0
.y'\
CLEANOUT
N,T, S.
W L 10 i lf%L- L no-
-j'
L
z
CL
W
FrA
CIO
64
r"41
"k
Cc
0
o
C3
ci
0
-j'
L
z
CL
W
FrA