1325 HIGHLAND AVE Np
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12`x4` TAPPING VALVE & SLEEVE
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AND CHLORINE t POINT l DRIVE DETAIL 1 Nl 1
¢p¢p¢p
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BELOW L
Y PROPOSES Q4 P BAGKFLOW PREVENTOR ?
_ � ,�.'� � SEE FIRE SPRINKLER PLANS FC?R
Il P I
BUILDING RISER DETAILING. FDC
I
C] U ' PIPING SHALL CONTINUE BELOW
GRADE TO OEPICiED L ?1A 770N
€ �
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oa __ __,. _a _ ____ __. _ __m a
allill
P l 1 R $ Y
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20 ? I 2 T � + �220 ..s - , 2 3 ,`6
s
�► .�� i ;� x� �- 1[71FTzA*T;I WIT
i Ul
Adjustable
Valve Box
When Valve Occurs in roadway,
set Base on 1— Common Brick.
Mech. Joint Valve
'-- Water Main
Restraining Joint
" _ • i
f�;
�— — —12' w— —
0
�— — —a" s— —
ZKt_ �tiq a�
�c®
" % asition NOTE: Wuf Is of
Sfec sf es ft fte.
Remove Curb if Existing
aye
kgLf �`
Exist Cone Drive
Back of Curb
Max Slope 12 i"
1" 12" Max Slope
tic
Non —slip surface require-
ments, see Note &
EXISTING FIRE HYDRANT
1 f2° Exp. Joint
EXISTING SANITARY SEWER MANHOLE
1 f2" Ex e. Joint
S "
vd
Pro ert R.O.W. Line
TYPICAL
DRIVEWAY
G
0
v
PROPOSED SADDLE CLAMP, GATE VALVE
Cone. Sidewalk
B
B
& CHLORINE INJECTION POINT
PLAN VIEW
PROPOSED 2" BACKFLOW PREVENTOR
1
I
�► .�� i ;� x� �- 1[71FTzA*T;I WIT
i Ul
Adjustable
Valve Box
When Valve Occurs in roadway,
set Base on 1— Common Brick.
Mech. Joint Valve
'-- Water Main
Restraining Joint
" _ • i
f�;
�— — —12' w— —
I
ELBOWS
EXISTING POTABLE WATER
�— — —a" s— —
—
EXISTING SANITARY SEWER
�— — —BT—
EXISTING BURIED TELEPHONE
EXISTING STORM DRAINAGE
EXISTING GAS LINE
JTEES
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
EXISTING SANITARY SEWER MANHOLE
EXISTING STORM DRAINAGE STRUCTURE
vd
PROPOSED POTABLE WATER
FL====6
PROPOSED FIRE PROTECTION LINE
ACO
PROPOSED SADDLE CLAMP, GATE VALVE
& CHLORINE INJECTION POINT
PROPOSED T.V. &S. (TAPPING VALVE & SLEEVE)
& CHLORINE INJECTION POINT
PROPOSED 2" BACKFLOW PREVENTOR
FIRE HYDRANT ASSEMBLY
PROPOSED FDC {FIRE DEPARTMENT CONNECTION}
PROPOSED FDC NOTIFICATION SIGN
C S.
a;= A: 61:M
0 A-Z Z
C -1 1 E ill I_ C t _§
i
F. �.. ..
DATE:
DRAWN BY: BPI
CHECKED BY: RCP
=�r
RESTRAINED ON EACH SIDE OF FITTING (ft.) _iotl . l> l
CONTACT
Description of Revision Date
.,� 150 PSI TEST PRESSURE
FIGURES DON'T APPLY O POLY WRAPPED ..
FIGURES BASED ON 30* BURY BUILDING DEPARTMENT 05-15-10
W
I
ELBOWS
VALVE
r .r
JTEES
W
NOTES D
48
MAX
0
M
�5
cn
14)-8"
DROP PIN HOLE
(TYP.)
ilm-0m al 11 hyll tifyAl i re'll 111 *1 Nil
W I 'F�J AMS L-7-A W= 101 1
Eo
Ems
ix-
�LL
\T-b
J
wl"d
Ai
If� III
TIE BEAM WITH
1-#5 REBAR CONTINUOUS
12'
CLEARANCE MIN.
a
ul
14 w
cri o I
8 6
8"X 16" CO C.
FOOTING W/ 2- #5 REBAR
CTYP.)
R Rk S-- I W= m LN
cs-W=L
. . . . . . . . . . . . . . N" -VI lvll 1., 1.10, N", IV, N" IV, IV, IV, 110, lv� "VI lvr -VI
A
ZA FOR SITE WORK, PIPE AND TREE LOCATIONS REFER TO DWGS. C-1 & FP1.0.
DROP PIN
(TYP.)
w
1 - #5
AT 4)
O.C.
m
NMI
I:[#] I W, all lk4 il'i 1 1F;m
N �-.Nw .-
�f
04. M. M � �
5/8" STUCCO ON 8" CKE
ALL AROUND 6"x6"x#10
0
AL
IRCING AT
O.C.
3f�
mmrWon of RoMm Den
ZL
BUILDING DEPARTMENT 05-15-10
REVIEW COMMENTS
A
BUILDING DEPARTMENT 09-01-10
REVIEW COMMENTS
A
BUILDING DEPARTMENT 12-31-10
REVIEW COMMENTS
—C-ECIrIONS, DETAILS AND III
SITE PL&V.
CALL SUNSHINE 48 HOURS
BEFOREE YOU DIG
p
-D
FIRE J. _11--f-OTLECTION HYDRAULIC NODE SITE PLAJA
(TO BE USED FOR M-DIRALTUC NODE REFERENCE ONLY)'SEE CIM FOR CONSTRUCTION DETAELS
SCALE- Vy = 30;
- I I - \/ - . __1 -,- uip� -
H ()_4
' 1.�
Cnc DKI TIGHT
ln�
BUILDING TO AVOID TREE ROOTS.
TREE
f BLjkZBAASTER PVC PIPE
(,,,m Lowop, TAPE)
FIRE PROTECTION WATER SUPPLY
6� B. PUBLIC + PUMP [I FIRE PUMP E3 OTHER
STORAGE TANK SIZE: N/A
THE SPRINKLER HEAD COUNT SHOWN ON THIS PLAN SHALL
BE CONSIDERED APPROXIMATE UNTIL VERIFIED BY THE
CONTRACTOR. ANY DISCREPANCY SHALL BE IMMEDIATELY
BROUGHT TO THE ENGINEER'S ATTENTION
A2
FIRE SPRINKLER GENERAL NOTES AND SPECIFICATIONS
DESIGN DATA
............
L GENERAL PROJECT SCOPE
SPRINKLER
N
T I.,
-HYDRAULIC
HOSE LOW. NUMBER
WATER DEMAND AT NODE 'TEST'
THE SPRINKLER HEAD COUNT SHOWN ON THIS PLAN SHALL
BE CONSIDERED APPROXIMATE UNTIL VERIFIED BY THE
CONTRACTOR. ANY DISCREPANCY SHALL BE IMMEDIATELY
BROUGHT TO THE ENGINEER'S ATTENTION
A2
FIRE SPRINKLER GENERAL NOTES AND SPECIFICATIONS
DESIGN DATA
............
L GENERAL PROJECT SCOPE
SPRINKLER
N
THE
-HYDRAULIC
HOSE LOW. NUMBER
WATER DEMAND AT NODE 'TEST'
WATER DEMAND AT THE BASE
CALCULATION
SYSTEM OR
SPECIFIC AREA PROTECTED
DENSIP(
DESIGN AREA (,,
_PM) OF HEADS
THE FIRE SPRINKLER PLAN SHALL CONFORM TO NFPA-13R (2002 EDITION) AND THE -2007 FLORIDA FIRE PREVENTION CODE. THE FIRE SPRINKLER
INCLUDING HOSE DEMAND
OF THE RISER
SAFETY FACTOR
CALC. ID.
(
GPM/SQ. -FT.
SQ. FT.
INSIDE/OUTSIDE CALCULATED
CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE REFERENCED CODES. DEVIATIONS OR ABNORMAL CONDITIONS THAT WOULD
GPM @ PSI
GPM @ PSI
(PSI)
3241-1
BUILDING #1 SECOND FLOOR
0.05
4 HEADS 00 100 4
RESOLUTION OF THE PROBLEM.
183.2 @ 58.4
83.2 0 35.8
17.5
3241-2
BUILDING #1 FIRST FLOOR
0.05
4 HEADS 00 100 4
HEAD IN THE MOST DEMANDING AREA REQUIRED BY NFPA-13D.
182.7 @ 59.4
82.7 @ 36.9
16.5
3241-3
BUILDING #2 SECOND FLOOR
0.05
A HEADS 00 100 4
E
179.4 @ 55.9
79.4 @ 33.7
20.0
THE SPRINKLER HEAD COUNT SHOWN ON THIS PLAN SHALL
BE CONSIDERED APPROXIMATE UNTIL VERIFIED BY THE
CONTRACTOR. ANY DISCREPANCY SHALL BE IMMEDIATELY
BROUGHT TO THE ENGINEER'S ATTENTION
A2
FIRE SPRINKLER GENERAL NOTES AND SPECIFICATIONS
PLAN REVIEW 6-24-10
............
L GENERAL PROJECT SCOPE
SPRINKLER
N
THE
PROJECT INVOLVES THE CONSTRUCTION OF (2) WET PIPE 13R FIRE SPRINKLER SYSTEMS TO PROTECT TWO EXISTING APARTMENT BUILDINGS.
MANUF. j MODEL
------- . . . . . "N"
II. DESIGN PARAMETERS
I "K" ORIFICE
NPT MANUFACTURER SPRK ID
#
TEMP.
A,
THE FIRE SPRINKLER PLAN SHALL CONFORM TO NFPA-13R (2002 EDITION) AND THE -2007 FLORIDA FIRE PREVENTION CODE. THE FIRE SPRINKLER
SYMBOL
QTY.
COMMENTS
RELIABLE= F RFC49
IRES. CONCEALED PEENDENT I
CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE REFERENCED CODES. DEVIATIONS OR ABNORMAL CONDITIONS THAT WOULD
4.9 3/8"
M
RA0616
RESULT IN NON-CODE OR STANDARD COMPLIANCE SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING FOR ASSISTANCE IN THE
165 °F
WHITE
RESOLUTION OF THE PROBLEM.
B.
RESIDENTIAL AREAS: THE TWO MOST DEMANDING RESIDENTIAL SPRINKLER HEADS WERE CALCULATED BASED ON THE DENSITY OF 0,05 GPM/ SQ,FT. PER
RELIABLE F1
IRES. CONCEALED SIDEWALL d
QUICK
HEAD IN THE MOST DEMANDING AREA REQUIRED BY NFPA-13D.
1/2" I
R3531
1557
C.
LAUNDRY AREA/MECHANICAL: TO BE PROTECTED AS AN ORDINARY HAZARD GROUP 1 OCCUPANCY.
E
N
V1 S1 01N
D.
ALL HANGERS TO BE ACCORDANCE WITH NFPA-13. TRAPEZE HANGER SHALL BE UTILIZED WHERE NECESSARY TO COMPLY WITH THE HANGER SPACING OF
I RECESSED PENDANT
E
NFPA-13,
THIS AREA IS NOT KNOWN TO HAVE PROBLEMS WITH MICROBIAL INDUCED CORROSION, NO PREVENTATIVE MEASURES HAVE BEEN DESIGNED INTO THIS
1/2"
R3615
SYSTEM,
1155'F
WHITE
475 Central Avenue, Suite 205
F,
THE ENGINEER HAS OBSERVED THE ROOF FRAMING DESIGN AND IS SATISFIED THAT THE SPRINKLER PIPING CAN BE SAFELY SUPPORTED FROM THE
5
STRUCTURE.
UPRIGHT
QUICK
56 1/2"
St. Petersburg, FL 33701
G.
CONTRACTOR SUBMITTALS WHICH DEVIATE FROM THE DESIGN SHOWN IN THIS PLAN SET SHALL BE CONSIDERED A MATERIAL DEVIATION,
155 °F
ALL MATERIAL DEVIATIONS REQUIRE THE APPROVAL OF THE ENGINEER OF RECORD AND THE LOCAL AUTHORITY HAVING JURISDICTION,
72-7 S227-1. 752-6
III, MATERIALS
2
F:-cD>< 822-526--3
A.
ALL FIRE PROTECTION EQUIPMENT AND MATERIALS SHALL BE U. L. LISTED (WHEN APPLICABLE),
www. envision architects. cam
B.
ALL SCREWED FITTINGS ARE TO BE CLASS 125 CAST IRON OR CLASS 150 MALLEABLE IRON.
C.
GROOVED FITTINGS ARE TO BE UL LISTED FOR FIRE PROTECTION SERVICE AND RATED FOR 175 PSI SERVICE,
D.
ALL THREADED PIPE IS TO BE SCHEDULE 40, BLACK, OR SCHEDULE 30. USE OF THREADABLE LIGHTWALL PIPE WITH SCREWED FITTINGS SHALL NOT BE
PERMITTED UNLESS THE PIPE HAS A U. L, CORROSION RESISTANCE RATIO OF 1.0 OR GREATER, EXCEPT AS NOTED OR DETAILED
PROVIDE
E,
GROOVED PIPE SHALL BE SCHEDULE 10, IN ACCORDANCE WITH NFPA-13 AND ASTM A 795 UNLESS NOTED OTHERWISE,
CONTRACTOR Ell
F.
NORMALLY EMPTY PIPE (DRAINS, ETC.), SHALL BE SCHEDULE 40 GALVANIZED PIPE WITH GROOVED OR SCREWED GALVANIZED FITTINGS
(To be Determined)
G.
CPVC PIPE AND FITTINGS ARE TO BE UL LISTED FOR FIRE PROTECTION SERVICE AND RATED FOR 200 PSI SERVICE
H.
SPRINKLER HEADS SHOWN ON THIS SHEET OR IN THIS PLAN SET SHALL BE THE BASIS OF THE DESIGN. EQUAL HEADS BY OTHER MANUFACTURERS WILL BE
EVALUATED AND APPROVED IF FUNCTIONALLY EQUIVALENT.
IV, PROJECT REQUIREMENTS
'MATERIAL
FIRE PROTECTION CONSULTANT 13
1, THE FIRE SPRINKLER CONTRACTOR SHALL PREPARE A SUBMITTAL PACKAGE', AND SUBMIT TO THE ENGINEER AND AUTHORITY HAVING
JURISDICTION, FOR APPROVAL, THE FIRE SPRINKLER CONTRACTOR MAY ELECT TO RESUBMIT THE ENGINEERING DRAWINGS WITH HIS COMPANY
Global Fire Engineering
INFORMATION SUBSTITUTED FOR THE ENGINEER OF RECORD. THE USE OF THE ENGINEERS DRAWINGS FOR SHOP DRAWINGS DOES NOT RELIEVE THE
8450 Linger Road
CONTRACTOR OF THE RESPONSIBILITY FOR FIELD COORDINATION AS WOULD BE REQUIRED IF HE HAD PRODUCED SHOP DRAWINGS FROM SCRATCH, THE
Bradenton, Florida 34202
CONTRACTOR SHALL VERIFY ALL QUANTITIES DURING THE BIDDING PHASE AND IMMEDIATELY NOTIFY THE ENGINEER IN WRITING SO THAT A
941.758.2551 FAX 941.739.6383
RESOLUTION CAN BE FORMULATED, THE ENGINEER OF RECORD SHALL FURNISH THE FIRE SPRINKLER CONTRACTOR WITH AUTOCAD VERSION 2004
email: stevereightler@globa[-fire.com
DRAWINGS PREPARED WITH HYDRACAD SPRINKLER DESIGN SOFTWARE FOR USE IN MAKING WORKING DRAWINGS AND AS-BUILTS, THE ENGINEER WILL NOT
CONVERT THE DRAWINGS TO AUTOCAD 14 OR EARLIER RELEASES OF AUTOCAD,
ELECTRICAL CONSULTANT E3
2, THE FIRE PROTECTION ENGINEER OF RECORD SHALL FURNISH THE FIRE SPRINKLER CONTRACTOR, UP TO FOUR (4) SETS OF ENGINEERING
Electrical Consulting and Design
DRAWING BLUEPRINTS BEARING THE SEAL OF THE ENGINEER, FOR PERMITTING SHOP DRAWINGS. THE SHOP DRAWINGS SHALL BE REVIEWED
9225 Ulmerton Roof, Suite G
BY THE ENGINEER AND STAMPED 'APPROVED', 'APPROVED AS 'NOTED', OR 'REJECTED. THE ENGINEER SHALL NOT SIGN AND SEAL ANY
Largo, Florida 33771
727.581.4378 FAX 727.581.4390
SHOP DRAWINGS ( IN VIOLATION OF STATE LAW) . THE CONTRACTOR MAY ELECT TO RESUBMIT THE ENGINEERING DRAWINGS WITH HIS(HER)
email: ecandd0tampaboy.rr.com
TITLE BLOCK (SUBSTITUTED FOR THE ENGINEER AND ARCHITECT'S TITLE BLOCK), ALONG WITH ADDED FABRICATION AND COORDINATION NOTES,
3, SPRINKLER CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AS-BUILTS. THE CONTRACTOR SHALL SUPPLY THE OWNER WITH AS-BUILT DRAWINGS
MECH./PLUMB. CONSULTANT E3
AND SHALL PROVIDE UPDATED CAD FILES TO THE ENGINEER OF RECORD IN AUTOCAD.
echanical Design and Consultants
897 14th Avenue South
4, THE SYSTEM SHOWN ON THESE PLANS REQUIRE A CONNECTION TO THE UNDERGROUND FIRE PROTECTION MAIN, THE UNDERGROUND FIRE LINES SHALL BE
Saftey Harbor, Florida 34695
INSTALLED BY A CONTRACTOR WITH EITHER A CLASS I, II OR A CLASS V LICENSE ISSUED THROUGH THE FLORIDA STATE FIRE MARSHALS OFFICE,
727.725-2225 FAX 727.797-8225
THE CONTRACTOR WHO INSTALLS THE UNDERGROUND PIPING FROM THE POINT OF SERVICE IS RESPONSIBLE FOR COMPLETING THE INSTALLATION TO
email: mdci@tampabay.rr.com
THE ABOVE GROUND FIRE SPRINKLER SYSTEM CONNECTION FLANGE 'OR GROOVED CONNECTION, WHICH BY DEFINITION PER 633, 539FS IS NO MORE
THAN 1 FOOT ABOVE THE FINISHED FLOOR (❑R FINISHED GRADE FOR OUTSIDE RISERS). THE UNDERGROUND CONTRACTOR IS RESPONSIBLE FOR
COMPLETING THE CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING DOCUMENT, ABOVE GROUND CONTRACTORS MAY NOT
COMPLETE THE CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR THE UNDERGROUND PIPING OR PORTION THEREOF WHICH HAVE BEEN INSTALLED
BUILDING AND SITE E3
BY OTHERS, THE UNDERGROUND CONTRACTOR MUST USE EXTREME CARE IN INSTALLING THE RISER STUB-UP EXACTLY WHERE SHOWN AND DIMENSIONED
ON THIS PLAN.
IMPROVEMENTS
WATERFALL APARTMENTS IMPROVEMENTS
5, ALL PENETRATIONS THROUGH RATED WALLS/FLOORS SHALL BE FIRE STOPPED/WATERPROOFED TO MATCH THE RATING OF THE WALL/FLOOR,
FOR THE
6. ALL UNDERGROUND WORK (MATERIAL, INSTALLATION, FLUSHING, AND TESTING) IS TO BE IN ACCORDANCE WITH NFPA-24,
UPPER PIN ASSOCIATION FOR RETARDED
OWENS
7. THE FIRE SPRINKLER CONTRACTOR SHALL NOT ALLOW ANY SPRINKLER FITTER TO INSTALL CPVC FIRE SPRINKLER PIPING UNLESS THAT EMPLOYEE
1325 NORTH HIGHLAND AVENUE
HAS SATISFACTORILY PASSED A COURSE ON THE PROPER INSTALLATION OF CPVC FIRE SPRINKLER PIPING.
CLEARWATER, FLORIDA
8, THE FIRE SPRINKLER CONTRACTOR SHALL BE PREPARED TO CUT OUT -A NOMINAL NUMBER OF PIPE JOINTS IF REQUESTED BY THE LOCAL FIRE
OFFICIAL TO INSPECT THE FITTING ASSEMBLY TECHNIQUES FOR: SQUARE END PIPING CUTS) FULL INSERTION OF THE PIPE INTO THE FITTING)
THESE DRAWINGS ARE IN
CHAMFERING OF THE LEADING EDGE OF THE PIPE) AND PROPER SOLVENT CEMENT APPLICATION, FAILURE TO COMPLY WITH ALL INSTALLATION RULES
COMPLIANCE WITH THE 2007
REQUIRED BY LISTING OF THE PIPE SHALL SUBJECT THE CONTRACTOR TO THE REQUIRED REMOVAL AND REPLACEMENT OF ALL AFFECTED SECTIONS AT
FLORIDA BUILDING CODE, WHICH
INCLUDES AMENDMENTS AND
HIS OR HER EXPENSE.
REVISIONS. THESE DESIGNS AND
DRAWINGS ARE THE COPYRIGHT
9. ALL MATERIALS, PIPE, FITTINGS AND DEVICES IN THE WATERWAY. MUST BE FREE OF ANY PETROLEUM BASED OILS DR CONTAMINANTS TO PROTECT
PROPERTY OF ENVISION
THE CPVC PIPE FROM PREMATURE FAILURES. FOLLOW ALL INSTALLATION PRACTICES AND RECOMMENDATIONS FOR CPVC PIPE AND FITTINGS
ARCHITECTS, P.A. AND MAY NOT BE
SPECIFIED BY THE MANUFACTURER,
REPRODUCED EXCEPT WITH SPECIFIC
WRITTEN CONSENT OF THE
V. COMPLETION AND TESTING REQUIREMENTS
ARCHITECT.
1. THE FIRE SPRINKLER SYSTEM SHALL BE PRESSURE TESTED AT 200 PSI FOR 2 HOURS IN ACCORDANCE WITH NFPA 13. THE SYSTEM SHALL MAINTAIN
THE TEST PRESSURE FOR THE REQUIRED PERIOD WITHOUT LOSS. ALL REQUIREMENTS OF CHAPTER 16 OF NFPA 13 'SYSTEM ACCEPTANCE' SHALL BE
COMPLETED BY THE INSTALLING FIRE SPRINKLER CONTRACTOR.
THE SPRINKLER HEAD COUNT SHOWN ON THIS PLAN SHALL
BE CONSIDERED APPROXIMATE UNTIL VERIFIED BY THE
CONTRACTOR. ANY DISCREPANCY SHALL BE IMMEDIATELY
BROUGHT TO THE ENGINEER'S ATTENTION
A2
CITY OF CLEARWATER COMMENTS
PLAN REVIEW 6-24-10
A,
CITY OF CLEARWATER COMMENTS
SPRINKLER
PLAN REVIEW 10-28-10
A
CITY OF CLEARWATER ,r)xmr7Kmz
DI AM PP%11�w
9 FEBRUARY 20100
SPRINKLER
HEADS -
BASIS OF
DESIGN
MANUF. j MODEL
TYPE
RESPONSE
I "K" ORIFICE
NPT MANUFACTURER SPRK ID
#
TEMP.
FINISH
SYMBOL
QTY.
COMMENTS
RELIABLE= F RFC49
IRES. CONCEALED PEENDENT I
QUICK
4.9 3/8"
1/2"
RA0616
165 °F
WHITE
100
20 x20 MAXIMUM SPACING - UP TO 10'-0" OFF WALL
RELIABLE F1
IRES. CONCEALED SIDEWALL d
QUICK
4.4 3/8"
1/2" I
R3531
1557
WHITE
<
14
12'x12' MAXIMUM SPACING - INSTALL 4 TO 6 INCHES BELOW CEILING - DROP DOWN IN WALL IF POSSIBLE
RELIABLE F1FR
I RECESSED PENDANT
QUICK
-
5.6 1/2
1/2"
R3615
1155'F
WHITE
5
RELIABLE I F1FR
UPRIGHT
QUICK
56 1/2"
1/2"
83625
155 °F
BRASS
0
2
PROVIDE
CABIi1ETS, SPARE BEADS ILEAD 4'�REhaCHES
FOR EACH HEAD TYPE
PER NFPA 3
- EXCLUDING DRY
PENDENTS AND
DRY SIDEWALLS
121
TOTAL NUMBER OF HEADS THIS JOB.(EXCLUDING SPARE HEADS)(SPARE HEADS SHALL INCLUDE AT LEAST ONE OF EACH TYPE)
DI AM PP%11�w
9 FEBRUARY 20100
PERMIT TO REMOVE TREE (S)
tM4
NAME OF OWNER
OWNER'S ADDRESS
PHONE
LOCATION , OF - TREE (S)
LOCATION OF TREES ON LOT
SPECIES AND NUMBER OF TREE (S)
C) 0
TO APPLICANT:
A non- refundable three 7__dollar , -,($&00)--_-_fo6Jj Fee Rec-
7
quired for each tree requested -_�t Ei� 4 Rec t
PLEASE EK-f-
READ AND SIGN:
-tywhic
1. On New construction, additions, or other - modifi&afkns� property 'h at or relocation of a protected tree(s) (Larger
- - --i --d- . the Site Plan must 4
than 4" in diameter at 41/2 ft. above grade�-,--!_ 6dit6d:_f6r construction purposes,
sites. The Site Plan must
have a minimum scale of 1":0' for single --� - I - i - i _4 show:.
-
1. Major Changes of Grade 9 AIFEaseme nts Way
2. Structure Locations
3. Driveways and Walks
4. Parking Arrangement (if any)
5. Required Number of Parking Spaces
6. Proposed.Number of Parking Spaces
7. Underground Utilities to be installed
8. -All Setbacks per Zoning
2. Protective Barriers are required around all trees-rer
tion as a citation will result if , they do not ramilh-standing-.and-, Uric
(Planting) of trees (Minj_ehi6ir0kt:�of fi') may be rec
3, The replacement ( I I _ _
from the approved list on file in,1:66 trivredrlrn llvisio6:1Si - 8-
approved permit is returned W bi
I hereby pertifiy that as property ownir.or-as representative ofthe pr
on property owned by the
on property owned by someloth6, to person
I hereby certify that lihis a0- plid
i- fij-i-i- -�
it 4-46YPians st
of the tree(s). Any deviatiorl frowthe-pormitissuo d
Ohallrqhder�'tnl
Code of Ordinances.
Signature of Applicanrij not owner:.� -
Agency Representing & Phone
�e 7
Address
City
State
Date Receiv6
Called/Mailed
PICKED UP
REQUIRED R
er
tbove grade
ested Trees
d 30 Abe Removed
iu emain intact during construc-
ations per City Ordinance.
is lowed. Trees are to be selected
number of trees required when the
80 sought to be removed is wholly
j6(!jjsj�e located wholly or partially
mie for wrongful removal of such
Is concerning the proposed removal
"Ordinance 1623, Section 23A,
ri
7w Lv-�
0
ALL landsc.arv? - ,,
° ^ properly fnsra d
per app °ed .. n
spec 30 �
3225 }e id aLC:,, t; 312 ndat:
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ALL landsc.arv? - ,,
° ^ properly fnsra d
per app °ed .. n
spec 30 �
3225 }e id aLC:,, t; 312 ndat:
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