HomeMy WebLinkAboutPRE-PLAT-REV002 Sc
PRELIMINARY PLAT FOR PEBBLEBFROOK SIJBE3IVISIO4
24 19 Legend
SITIJATE � IN SE , OF TH E N E 4 OF SECTION 25, T_4N , R_ '1 W,
25 30 O FOUND BRASS/ALUMINUM CAP
� � P/DAMD R-8 M BOISE MERMAN , AAA COUNTY, I �AHO
s�i \ g N T SDgD z o / 2 O 2 4 ® CALCUOLATED POINT PLASTIC CAP
IS 1 'S'S�ON Y ^rr rLj ® FOUND 5/8"IRON PIN WITH PLASTIC CAP
• FOUND 1/2"IRON PIN WITH PLASTIC CAP
6FI- OS 7479 SS` 24 ��,D '
_ 5-147D
szs'�2 RC 6P/-___- 9 I
24 RC _6P ___ i z i z Q SET 1/2"IRON PIN WITH PLASTIC CAP
I _ \
- ,4ss?4 RS 6P/ Q' ~ ~ -SS-SS- EXISTING SEWER
_
24 RC 6PI _-- _ �O 1 w w EXISTING WATER
\ 4 __ EXISTING CABLE
63.0' 6 24 co _ CABLE
\ r�- 24 R�6PI G7 x 07
\ _ R"Z6, z-- R-8 � RUT N � - - - EXISTING CENTERLINE
4 I o PI / _- PqD I- W mrn
5-1
EXISTING DITCH
u \ \ 10788SF SDgD ��o UNPLATTED
__-_ K 8 D V�S� N Q L EG Fc EXISTING EDGE OF GRAVEL
nl v 15482 SF \ \ / \ , I 3-1 o -_ OS 1 D NO 27 J o
4-1 7007 SF I '- 046 o Q I ( I I EP Erg EXISTING EDGE OF PAVEMENT
CD ,� \ \ I , 7096 SF \\_ R-9 ' --_ _ 15048 N W 1
6P/ _-__ Q ? x I x EXISTING FENCE
6P EXISTING FIBER OPTICS
6P/� ---_ __ a I - EXISTING GAS
� I _
q EXISTING GRAVITY IRRIGATION
2- v' 5260 SF / - _
_ I t
� � I � / .:•' ' � ,J `\ \\5421 SF / \\ / 5 RC 1 __ I ® - ,F-.
R-8 - _ - OLLA HILLS ST.
� � s � / o � 50 8w 61/ � EXISTING JOINT TRENCH
\5.0• o ..,., � E.CH JT JT E
m ---''' - io \ l o l / \ n. 8w z9z3. �, 3 RC 6pI _ Q(� 0 8
�- \,\• �� ��/ / J \ - _ ---------- S89°35'00" ' GOVERHEADPOWER
h
Cn n / \ o 4�0 / \ zs/ 8W _ 6PI R 25 W.C. I\ EXISTING
_ I 1 0' / 3-3 Q �s.z 3' o °19zz __- 0.08 os.o' Pi Pi EXISTING PRESSURE IRRIGATION
/ o o b
6�2 SF 1 � \ `� � �/ 1 .- 3 // -� ` 5250 SF � I � - g� �O � �_-__- �_-__ - -
z �- G _ 300' / = I d 8 ^-M W. CHO < - / - - - 4� ------' \
EXISTING STORM
I
O CV 1 t�0� �' 1_1' h / /: /\ / so.o': _ ST. �� m / li 1 i T EXISTING TELEPHONE
I r- _ S� 8W-� 8 1 N-8W oI I 1 20-2 I Io ill
�, I __ 50 p; _- 196.9' - - 5775 SF
\ I" I I�II T/Fo EXISTING TELEPHONE&FIBER
r-- \ m ( 2-3 5-3
Q / / / 5250 SF / 19133 SF \ I I I I8 1 : I \ I II \ I TOE
i
Q \ _ _ ---- ----
�\ III / I I sas' >' `s3s' " 90 i 1o�s.o' J I c�'n� 1 I EXISTING TOE OF SLOPE
o . '
I I TOB EXISTING TOP OF BANK
� I � / ,� � �oso• l h h [4i' .,' \\ � 2-4 1 1 1 I 1 -
/ .a0 / � \\ /\ 5249SF 1 _ 1 1 I I I - __ ---- --�_ / ICI i
s \\\\\ ^/ 4PJ\ 3184 I I / / I 1 I x I I19-2 1 b
1 / // \\ s o• R s• i � rs � / Q ,. � I \ I I I I 17 r � � I / II I I � I I I uGP u:'- EXISTING UNDERGROUND POWER
1 / o0 o ti.. �� J/ / I \ I I I 4� I I I I �� I I I I I 111 1 -9-4 i� I 5250 SF I
//// \ \ ^ o 1-3 Z, T T 1 \ 11 5588 SF I 11 ° 8 I I / y I I I 5s6a sF 2 x m I I' I I ss ss PROPOSED SEWER
1389'SF / // \ \ M�,, 8 5664 S� / .;: G� 1_a / \ \- I I I = 5-4 I x I / --- 1 I I o ' " I 1 __--J o I Ii I I I W W PROPOSED WATER C�ONTAC;T DIGLINE
I'I/ 23107 SF
\ ti J/ \\ \ o.o %T \\\J �I\\ I I 5757 SF • 6-4 I III 1 \ 1 ------� - D- os.o_--- ' I �-HCx1R3
/h l _ \ 1 I 1 1 I j sss7 sF I D I I _ I ----,os.o' -- i ° I I SD PROPOSED STORM DRAIN BEFORE DIGCING
\ / / � l l S� l / so r 4P I 1 / / 7-4 2
l a Rw 9 p \ l l _ J 11 I I 6469 SF l 5 I \ ` A I
5... 8s W /� \ l - \ _ 1 1 I I - _ 18-2 I PI PI PROPOSED PRESSURE IRRIGATION 1-1300-342-1585
9611 SF / /\ \ -•V _ / l / l r_ 50.1' 4 - _ I I / I ' 10-a i I 1 5250 SF
II I
��F,QS+O IRR PROPOSED GRAVITY IRRIGATION
.0 \ l l l l l J 1 f - - ,os.o=- -J I ii I EP EP PROPOSED EDGE OF PAVEMENT
,0-, / \�50'��.. \ l .� l /z, l l -_ L_\ I I I \ J
\-- / / \ / / ' 19-4 / / l l l o� 4pl J I I 1 0 ---1os.o'---- 2 \ - �I j I I I EG EG PROPOSED EDGE OF GRAVEL
/ \ / / 5249 SF / / / I _ L / I W
/ / / / / / I P of I
/ J �'' '1
_ � � / 2 Q - I ,17-2 I I, I --------------- PROPOSEDSAWCUT
18-4 / / / / _ \ 2S8j II
\ 8 / 5418 SF / / / 50. 11-a W 2 5250 SF 1 I Z
/ 787s SF / \\ \ W / / / / / s // 7 \\ \ I I I z
l l / os l l l d l / __ P/ I \ 5250 SF I Z o m I I - - - - - - PROPOSED DITCH CENTERLINE U O_
\\ I Z '� - � : i Q I J
12-1 / \ ki \ 8W \\ l/ l / l / 20.00' L\\\ O 105.0_- - / I _ TOB PROPOSED TOP OF BANK J
o �� / 7875 SF / / / / -ios.o'---- r j - -
/ / s757 SF / / KNIGHT 0
% / // / �o / O 56 // // // / / / / / r- I m 2 I , I TOE PROPOSED TOE OF SLOPE 0 p
\ / 1 -4 / ATERA o I \ \ i I m -
L L �
152155E / // '. n I z a I 16-2- I - Ii ZI _-------------_ PUID EASEMENT U
7sn sF / \DD; \ / / / / / \ / / / EASE. I - \ 14-4 1 I \s25o SF 1 Ii i U) z
o \ l / - Qa I \\� \ s 8lV \\\ / / // s14 4 4 1 1 \\ sF 1 I I I I;I a Q_
I - I \ \ \ I 4 00' �- 1; I I 1 EXISTING TREE Y
7. -
5 22�aSF I '---- \\ -J i /- l- s�� - G I :: ill o I W O
o - - -
/ os. 33.00' -� -� _ 1 1 I EXISTING LIGHT
r----- o; W
10.00'PUID �\ 47� l 75t�sF / / /// \\/\ 8w \\ �� 5 4 I \ \\ I 15- -� I 00
10'PUID EASE. 47.00'ROW EASE. 33. 00. l 2586 / h l \ \ > o a I 13-4\ \\ I I 525o SF - J ❑O EXISTING MAILBOX : W
33.00'TRC TO TRC / I \ \ - III I Q _J
.� l l 2-2 / //l / . 63 s' ' \\\ i 5250 SF \\\ �i� N 2 - -J 1-2 I 1 i \2600 / EXISTING CONTOUR W 00
5.00' 16.50' 16.50' 5.00' 7087 SF / / \\/ 81 I \\ ,
\\ � / / / \\\ ��o o I I L----105.0_ -�\ \ io - 1so�osF� I ~ L W
2.00' 2.00' / 3 2
/ / / M�\ .o • \ PROPOSED CONTOUR
1.5% 2% 2% 1.5% 7 34 \\ / / M G�F $� �` (\ \\ - I // /I I
Q / / / „ TRAFFIC CALMING \\ ��` H$T \ I __\ \ \ \ J _ / I
BULB OUTS _ _6rs - 8w �\ _¢P \M \ 14-2 -I_I I I EXISTING SIGN � w
4 2 , \ a �
w
7087 SF / / /// �- // 8�g G'13Q __ \✓ \ 6044 SF
1 I z o
i iA %�� OQ i l l v v 8 \ \ EXISTING MANHOLE
..:' ___ -_96 - I�. I
-
CONCRETE SIDEWALK PER CONCRETE SIDEWALK PER v / / / 5-2 / /// /� � W �' - - III 32.00'FACE OF WALK o a
ACHD STD.DWG.SD-709 ACHD STD.DWG.SD-709 1 \\\ ,/ //\ / 7oa6 SF / \ / /\ 8w _ \\ - v SECTION LINE
3"ROLLED CURB PER 3"ROLLED CURB PER
�� 3 /�/� • s, \ \ ` / / \ // �\ 4 I cn TO S I EXISTING FIRE HYDRANT
ACHD STD DWG.SD-702 ACHD STD DWG.SD-702S� � I III PROPOSED FIRE HYDRANT
99 _03 �o \ _ _ TONAL
F
l y � �. � I I
7087 SF II 6-2 � � ,Q� ��t' G\STE Eiji
33/47 Standard Local Street _ �� FF
1 \\ 77_ // / / - 0.3: . \{v1� \ 13-2 I Ii 1 1 I I PROPOSED VALVE
4 R J� �l l /\ 7382?F \\ S 6306 SF
PP.1 / �" 6js C\\ l l/ \\ l l l l l� \/\\\ 4'" ' ' ��Q \\ \\\\ j I I I PROPOSED SAND AND GREASE TRAP 3
\ I • O
8-2 / / � - 6524
47.50'LANDSCAPE BUFFER MEASURED FROM BUILD-OUT TBC Rq D s 5. `y / / 73a2 SF / _/ �' -- --\ 3 \ \ \ ! \ °I I I CONCRETE CURB AND GUTTER l QZ
/ / l / - --_-_ _ N TF VQ
z �D q/ gD J ' / �� // m. \ 4 2 n III a a CONCRETE
w el VT D // / - UA5.4 n \ O O
27.00'COMMON LOT 43.50'HALF WIDTH ROW uJ D �/� J� ,o ` / 7381 SF
>_ 32.00' z GS l�D3 slO 1/ ND 3� l/ll I I r o I I -- \ I' i t I 1 11 1 ■ IRRIGATION BOX
>o ..
4D ''�, \\ l u 8914 SF I I l I I-\ 11339 21 1 I I ' • • • •
z / / I % 10_2 I I I \ \ 10'CONCRETE SIDEWALK
0-1 w 23.50'BUILD-OUT TBC TO CIL O QQ � 2/ � /I II 1 � o ;, • •
2.00' 10.00' 8.50' 17.00'PAVEMENT v R-V �� \\ / \ I I I I I I .. ••
0- M 3./ 11.00, 0n 1 / /6465\SF I 44.00' 1 CO • ,• ; •
� w _
6.00' ��a / I / � I I� 11-2 �� � - � � I I 1 �
4.00' 3.00' 6.00' EXISTING
' ••
03 I I I \ / ROW II I .. .• .•
TURF ` .• .• .• •
PAVEMENT
Keyed Notes
`\ II �n ' 1
CONCRETE SIDEWALK PER DRAINAGE WINDOW ,,� wy� N �I �� 1 �I 1. REMOVE EXISTING STRUCTURE AND APPURTENANT SITE
ACHD STD.DWG.SD-709 ,7�77v!6�, v
SEE PLAN FOR LOCATIONS - ��gP l ;II I IMPROVEMENTS. REMOVE EXISTING SEPTIC SYSTEM IN •
Preliminary Plat I I Iill 1 1 ACCORDANCE WITH CENTRAL DISTRICT HEALTH DEPT.
FUTURE BUILD-OUT s2.3:
CURB LOCATION I I' 1\ I STANDARDS,ABANDON EXISTING WELL IN ACCORDANCE WITH
8 1 If)
I THE IDAHO DEPARTMENT OF WATER RESOURCES STANDARDS.
N. Meridian Rd. Widening 60 120 ` 8 W N N .
FEET a % 1 I 2. REMOVE EXISTING STRUCTURE.
2 s' III III =Z
UNPL TTED I I I I 3. CENTRAL MAILBOX UNITS. o � oU
PP.1 p-Q 26 42' WI II I 11 1 I 4. NORTH SLOUGH WATER USER'S ASSOCIATION KNIGHT
fl V a l
II I II I LATERAL TO BE PIPED. ? Q
zo
Notes INT OF 5. 5'CONCRETE MICRO-PATHWAY. o
o
INNING g
N�
o h III
° 1. CURRENT ZONING: RUT; PROPOSED ZONING: R-8. I� III a 00
o<
H -26 2. SANITARY SEWER SERVICE TO BE PROVIDED BY EXTENSION OF CITY OF o Pz
03
MERIDIAN SEWER SYSTEM.
og
3. DOMESTIC WATER SERVICE TO BE EXTENDED FROM CITY OF MERIDIAN o z
WATER SYSTEM. > [ �
Ln o o�
� o °z
4. THE DEVELOPMENT OF THIS PROJECT SHALL BE IN ACCORDANCE WITH Parcels Included N _THE APPLICABLE CITY OF MERIDIAN ZONING AND BUILDING o �.
ORDINANCES. o <W
- 5725 N. MERIDIAN RD. � o
5. THIS PARCEL IS NOT LOCATED WITHIN A FEMA MAPPED FLOODPLAIN. MERIDIAN, ID 83646 � ,;o
Q 6. PUBLIC UTILITY, IRRIGATION, AND DRAINAGE EASEMENTS ARE AS PARCEL # 1 SO425141990 -4.81 ACRES PROJECT DETAILS z �D
FOLLOWS:
T.4N, R1.W. SEC. 25 EXISTING ZONING: RUT
> 0w
® Uj
6.1. ALL COMMON LOTS ARE HEREBY DESIGNATED AS HAVING A N. MERIDIAN RD. PROPOSED ZONING: R-83
BLANKET EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND MERIDIAN, ID 83646 TOTAL ACERAGE WITH N. MERIDIAN RD. PRESCRIPTIVE ROW 607,273 SF � 10
DRAINAGE. PARCEL # 2 SO425142030 -8.735 ACRES 63
6.2. ALL BUILDING LOT FRONTAGES TO PUBLIC STREETS HAVE A TAN, R1.W. SEC. 25 13.94 AC o o0
LOT SUMMARY OPEN SPACE/COMMON LOT SUMMARY z 3
°
10-FOOT PERMANENT EASEMENT FOR PUBLIC UTILITIES, Qualified Qualified
IRRIGATION, AND DRAINAGE, MEASURED FROM THE PROPERTY RESIDENTIAL LOT SUMMARY Open Open
LINE. Contacts TOTALSINGLE FAMILY DETACHED 52 LOTS Actual Actual Space Space Area
6.3. ALL INTERIOR SIDE LOT LINES HAVE A 5-FOOT PERMANENT LOT# DESCRIPTION AREA(SF) AREA(AC) Credit (SF) Q
EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, AND DRAINAGE. TE AMO DESPACIO LLC
0 6.4. ALL REAR LOT LINES HAVE A 10-FOOT PERMANENT EASEMENT FOR
C/O ERIC SCHECK RESIDENTIAL BUILDING LOT TOTAL 52 LOTS 1-1 OPEN GRASSEY AREA > 5,000 SF 10631 0.244 100% 10631 ? ,
PUBLIC UTILITIES, IRRIGATION, AND DRAINAGE. DEVELOPER 1020 N. HICKORY AVE., SUITE 200 14-2 OPEN GRASSEY AREA > 5,000 SF W/ MICRO PATH 6306 0.145 100% 6306 LU
a Y
0 6.5. A 10-FOOT PERMANENT EASEMENT FOR PUBLIC UTILITIES, MERIDIAN, ID 83642 COMMON LOT SUMMARY 22-2 N. MERIDIAN RD. ENTRYWAY CORRIDOR BUFFER 28420 0.652 50% 14210 a °}° z co c
q IRRIGATION AND DRAINAGE IS DESIGNATED ADJACENT TO THE CELL: 208.948.7012 COMMON LOTS 6 LOTS o w y o N m
0 Uj
SUBDIVISION BOUNDARY. 5-3 OPEN GRASSEY AREA > 5,000 SF W/ MICRO PATH 19133 0.439 100% 19133 Q c� 1r v z
COMMON LOT TOTAL 6 LOTS 1-4 OPEN GRASSEY AREA > 5,000 SF 23107 0.530 100% 23107 Z o w w 0- U
7. IRRIGATION WATER WILL BE PROVIDED TO EACH LOT IN ACCORDANCE ERICKSON CIVIL, INC. a 0-1 o
WITH IDAHO CODE 31-3805 (1)(B). THIS SUBDIVISION IS LOCATED WITHIN ROSS ERICKSON, P.E. DENSITY SUMMARY: 8-4 OPEN GRASSEY AREA > 5,000 SF 22157 0.509 100% 22157
THE SOUTH SLOUGH WATER USER'S ASSOCIATION, ALL LOTS SHALL BE ENGINEER 6213 N. CLOVERDALE RD. STE 125 TOTAL AREA= 13.94 AC JOB NUMBER:
SUBJECT TO THE ASSESSMENTS OF SAID ASSOCIATION. BOISE, ID 83705 TOTAL 109754 2.520 95544 J 10B2338
GROSS RESIDENTIAL BUILDING LOT DENSITY= 3.73 UNITS/AC
8. BUILDING SETBACKS AND DIMENSIONAL STANDARDS WITHIN THIS OFF: 208.846.8955LU° NET RESIDENTIAL BUILDING LOT DENSITY = 6.41 UNITS/AC DATE: 6-5-24
u SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE ZONING TOTAL RESIDENTIAL BUILDING LOTS = 52 LOTS TOTAL PROJECT AREA 607273
. LAND SOLUTIONS SF SHEET NUMBER:
REGULATIONS OF THE CITY OF MERIDIAN
10 CLINT HANSEN, P.L.S. MINIMUM LOT SIZE = 5250 SF
P(�l F:H HP ff--p m UT�Fm FT�i4WE�"Jn 9. LOTS (L-B) 1-1, 13-2, 21-2, 5-3, 1-4 AND 8-4 ARE COMMON LOTS TO BE PROFESSIONAL 251 E. 5TH ST. STE A ROW AREA- 156767 SF TOTAL QUALIFIED OPEN SPACE PROVIDED 95544 SF
OWNED AND MAINTAINED BY
ViCinit Ma ASSOCIATION, OR TS ASSIGNS.HE SUBDIVISION HOMEOWNER'S LAND SURVEYOR MERIDIAN, ID 83642 BUILDING LOT AREA = 353,112 SF w P P O I
yOFF: 208.288.2040 w
10. DIRECT BUILDING LOT ACCESS TO N. MERIDIAN RD. IS PROHIBITED. COMMON LOT AREA = 97394 SF TOTAL QUALIFIED OPEN SPACE % 15.73% n
6
i
MERIDIAN FIRE DEPARTMENT
STAFF REPORT
DATE: 2/23/2024
TO: Sonya Allen
REVIEWER: Joseph Bongiorno,Deputy Chief of Prevention 208-888-1234
SUBJECT: H-2024-0005
PROJECT NAME: Pebblebrook Subdivision
Fire Department Summary of Report:
Overview: This project will be responded to by the Meridian Fire Department. At this time,the fire
department does not consistently meet total response time expectations and assembly of an effective
response as defined in NFPA 1710: Standard for the Organization and Deployment of Fire Suppression
Operations, Emergency Medical Operations, and Special Operations to the Public by Career Fire
Departments. For reference,total response time is composed of call-processing time,turn-out time and
travel time. An effective response force is defined as the minimum number of firefighters and equipment
that must reach a specific emergency incident location. This ensures risk control tasks can be accomplished
in a timely and effective manner ensuring the community experiences the best opportunity for a positive
outcome.
1. Total Fire Response Time Travel time from time of call processing time,turn out time and travel time.
(level of service expectation goal=5 minutes as adopted by council on 12/13/16)
This project currently falls in an area where we have total response times that meet NFPA 1710
standards or current City of Meridian adopted standards. The first due station is Fire Station 5. This
fire station is approximately 1.4 miles from the project.
1. Resource reliability Current reliability of closest fire station(Reliability Goal is 80%or greater)
This development is closest to Fire Station#5. Current reliability is 81%from this station and does
meet the targeted goal of 80% or greater(2/2024 data).
MFD Station 31 606 475 787o
MFD Station 32 752 560 74176
MFD Station 33 674 520 77%
MFD Station 34 729 521 71%
MFD Station 35 594 481 81%
MFD Station 36 394 308 78%
MFD Station 37 269 114 42%
MFD Station 38 116 15 1
2. Risk Identification Risk Factor(1=residential,2=residential with hazards, 3=commercial,
4=commercial with hazards, 5=industrial)
This proposed commercial development has a risk factor of 2,in which current resources would be
adequate to supply service to this propose project.Hazards may be found once the development is
completed.
3. Accessibility Roadway Access,traffic,Radio Coverage
This project meets all required access, road widths and turnarounds as presented in the preliminary
plat.Any changes shall require fire department approval if any roadways or accesses are changed.
PRELIMINARY PLAT FOR PEB31[—E6RO4n0K E. JE3[JIVIS1C7N s4 i9
S I—ATEU IN SE q [}F THE NE I CW$E,GTION 25.-r-4N. R_7W
Ft BOI.SE MER IOIAN.^UA CaUN TV.IUAFIC
2024 '-
our
SI-26 as�"
S&9'3500E -�008 _ 25 W
WS ffiJg .
tndard Locef Street ..ro,�,,.�., �, tiia•<`i ay w .:r �' .I /,.-_ � .. .,�
IL F"
C .•, -
ps rf-�Prelnr nary Plat
un Rd Widening
q-g }
; � __'_ Notes `POINT OF
—i =_ BEGINkING
4. Specialty/Resource needs
a. Aerial device needed for development(more than 30' in height)?
i. If yes,is one available within a 12 minute travel time goal
This proposed project will require an aerial device.The closest truck company is 5 minutes travel
time(under ideal conditions)to the proposed development, and therefore the Fire Department can
meet this need in the required timeframe if a truck company is required. This fire station is
approximately 1.4 miles from the project.
b. Other specialty needs (water rescue,hazmat, and technical rescue)?
i. If yes, is one available within a 5 minute travel time?
Page 2 of 6
In the event of a hazmat event,there will need to be mutual aid required for the
development. In the event of a structure fire an additional truck company will be required. This
will require additional time delays as a second truck company may not available in the city.
5. Water Supply(list expectations)
Water supply for this proposed development requires 1000 gallons per minute for one hour.
(Approximate—see appendix B of the 2018 International Fire Code)The fire flow requirements may
be less if the building is fully sprinklered.
6. Other Comments
Project specific comments are listed below.
***All IFC code sections per 2018 IFC or as noted***
RESOURCE AVAILABILITY-Fire Flow and Water Supply:
1. Fire Flow: One and two family dwellings not exceeding 3,600 square feet require a fire-
flow of 1,000 gallons per minute for a duration of 1 hours to service the entire project.
One and two family dwellings in excess of 3,600 square feet require a minimum fire flow
as specified in Appendix B of the International Fire Code. Fire Hydrant spacing shall be
provided as required by Appendix C of the International Fire Code.
2. Water Supply: Final Approval of the fire hydrant locations shall be by the Meridian Fire
Department or their designee in accordance with International Fire Code Section (IFC)
507.5.4 as follows:
a. Fire hydrants shall have a Storz LDH connection in place of the 4 '/2" outlet. The
Storz connection may be integrated into the hydrant or an approved adapter may be
used on the 4 1/2"outlet.
b. Fire hydrants shall have the Storz outlet face the main street or parking lot drive aisle.
c. Fire hydrants shall be placed on corners when spacing permits.
d. Fire hydrants shall not have any vertical obstructions to outlets within 10'.
e. Fire hydrants shall be placed 18" above finished grade to the center of the Storz
outlet.
f. Fire hydrants shall be provided to meet the requirements of the Meridian Water Dept.
Standards.
g. Show all proposed or existing hydrants for all new construction or additions to
existing buildings within 1,000 feet of the project.
3. Water Supply: Where a portion of the facility or building hereafter constructed or moved
into or within the jurisdiction is more than 400 feet(122 m)from a hydrant on a fire apparatus
access road, as measured by an approved route around the exterior of the facility or building,
on-site fire hydrants and mains shall be provided where required by the code official as
set forth in International Fire Code Section 507.5.1. For buildings equipped throughout
with an approved automatic sprinkler system installed in accordance with Section
903.3.1.1 or
903.3.1.2 the distance requirement shall be 600 feet(183).
a. For Group R-3 and Group U occupancies,the distance requirement shall be 600 feet
(183 m).
Page 3 of 6
b. For buildings equipped throughout with an approved automatic sprinkler system
installed in accordance with Section 903.3.1.1 or 903.3.1.2,the distance requirement
shall be 600 feet(183 m).
4. Water Supply:All R-2 occupancies with 3 or more units shall be required to be fire
sprinkled as set forth in International Fire Code Section 903.2.8.
ACCESSIBILITY-Fire Department Roadways,Access and Addressing:
5. Roadways: In accordance with International Fire Code Section 503.2.5 and Appendix D,
Dead-end fire apparatus access roads in excess of 150 feet(45 720 mm) in length shall be
provided with an approved area for turning around fire apparatus. Phasing of the project
may require a temporary approved turn around on streets greater than 150'in length with
no outlet. Cul-D-Sacs shall be 96' in diameter minimum and shall be signed"No Parking
Fire Lane"per International Fire Code Sections 503.3 &D103.6 and ACHD sign
standards. There shall be two no parking fire lane signs on each side of the entrance to the
Cul-D-Sac and one sign at the head.
96,
� 28' R
TYR'
26`
96' ❑IAMETER
CUL-DE-SAC
6. Roadways: When required by the Fire Marshall, "No Parking Fire Lane"signs shall be
used per appendix D of the 2018 IFC. Signs shall be installed per ACHD standards. The
bottom of the sign(s) should be 7' above the road/sidewalk surface shall not be in the
travel way. The sign(s) shall be installed about 6"— 1' behind the curbing or edge of
pavement on a Telspar post. No other signs shall be approved:
D103.6 Signs.where required by the fire come officiai,fire
apparatus access roads shall be marked with permanent NO
PARKING—FIRE LANE signs complying with Figure
D103.6.Signs shall have a minimum dimension of 12 inches
(305 mm)wide by 18 inches(457 mm)[ugh and have red let-
ters on a white reflective background.Signs shall be pasted
on one or both sides of the fife apparatus road as required by
Section D103.6.1 or D103.6.2.
SIGN TYPE"A" SIGN TYPE"C" SIGN TYPE"D"
NO NO NO
PARKING PARKING FFPIRE
RKING
FIRE LANE FIRE LANE LANE 18
FIGURE D103.6
FIRE LANE SIGNS
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7. Roadways: All entrances, internal roads, drive aisles, and alleys shall have a turning radius
of 28' inside and 48' outside,per International Fire Code Section 503.2.4.
8. Roadways: Requirements for dead-end fire apparatus access roads that are between 500'-
750' in length are as follows: 1) Roadways shall be built to Ada County Highway District
cross section standards and have a clear driving surface of 26-feet in width available at all
times and shall have no parking. Both sides of the street shall be signed "No Parking Fire
Lane"per appendix D of the IFC; 2) Streets less than 32-feet in width shall have no parking
on one side. One side of the street shall be signed"No Parking Fire Lane"per appendix D of
the IFC and ACHD sign standards; and 3) Streets more than 39-feet in width shall be
allowed to have parking on both sides. These measurements shall be based on the drivable
surface dimension. Special approval is required for access roads over 750' in length per
International Fire Code Section D 103.6.1 and D 103.6.2. The roadway shall be able to
accommodate an imposed load of 82,000 GVW.
9. Roadways: To increase emergency access to the site a minimum of two points of access
will be required for any portion of the project which serves more than 30 homes, as set
forth in International Fire Code Section D107.1. The two entrances should be separated by
no less than the diagonal measurement of the full development as set forth in International
Fire Code Section D 104.3. The applicant shall provide an additional stub street to the
property.
10. Roadways: The roadways shall be built to Ada County Highway District cross section
standards and have a clear driving surface. Streets less than 26' in width shall have no on-
street parking.Both sides of the street shall be signed"No Parking Fire Lane"per appendix D
of the IFC and ACHD sign standards; streets less than 32' in width shall have parking only
on one side. One side of the street shall be signed"No Parking Fire Lane"per appendix D of
the IFC and ACHD sign standards. These measurements shall be based on the drivable
surface dimension exclusive of shoulders. The roadway shall be able to accommodate an
imposed load of 82,000 GVW as set forth in International Fire Code Section 503.2.1 and
D 103.6.1 and D 103.6.2.
11. Roadways: As set forth in International Fire Code Section D103.3, the Fire Department is
opposed to any landscape island in the middle of a cul de sac that may prevent a fire
truck from turning around on the end of the court.
12. Roadways: Traffic calming devices.Traffic calming devices shall be prohibited unless
approved by the fire code official.National Fire P r o t e c t i o n IFC 503.4.1.
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13. Access: Fire lanes, streets, and structures (including the canopy height of mature trees) shall
have a vertical clearance of 13'6 as set forth in International Fire Code Section 503.2.1.
14. Access: Where fire apparatus access roads or a water supply for fire protection are required to
be installed,such protection shall be installed and made serviceable prior to and during the time
of construction except where approved alternative methods of protection are provided.
Temporary street signs shall be installed at each street intersection where construction of new
roadways allows passage by vehicles in accordance with Section 505.2., as set forth in
International Fire Code Section (IFC) 501.4.
15. Access: All portions of the buildings located on this project must be within 150' of a
paved surface as measured around the perimeter of the building as set forth in International
Fire Code Section 503.1.1.
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ACCESS ROAD
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Commentary Figure 503.1.1(3)
SMALL BUILDING ACCESS
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