Loading...
Meridian Fire DepartmentUf �i MERIDIAN FIRE DEPARTMENT STAFF REPORT DATE: 1/7/19 TO: Sonya Allen REVIEWER: Joseph Bongiorno, Deputy Chief of Prevention 208-888-1234 SUBJECT: H-2018-0130 PROJECT NAME: Razzberry Villas PP Fire Department Summary of Report: 1. Fire Response Time Travel time from nearest fire station (level of service expectation = 5 minutes) This development is 1:00 minutes (under ideal conditions) from the nearest fire station — Fire Station 3. If approved, the Fire Department can meet the response time requirements. 2. Resource reliability Current reliability of closest fire station (expectation should be 85% or greater) This development is closest to Fire Station #3. Current reliability is 80% from this station and does not meet the targeted goal of 85% or greater. 3. 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 1, in which current resources would be adequate to supply service to this propose project. 4. Accessibility Roadway Access, traffic This project meets all required access, road widths and turnarounds. There will need to be "NO Parking Fire Lane" signs installed on all common driveways. 5. Specialty/Resource needs a. Aerial device needed for development (more than 30' in height)? i. If yes, is one available within a 10 minute travel time This proposed project will not require an aerial device. The closest truck company is 8 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. b. Other specialty needs (water rescue, hazmat, and technical rescue)? i. If yes, is one available within a 5 minute travel time? In the event of a structure fire an additional truck company will be required. This will require additional time delays as they are not available in the city. 6. Water Supply (list expectations) Water supply for this proposed development requires 1000 gallons per minute for two hours. (Approximate — see appendix B of the 2015 International Fire Code) 7. Other Comments Project specific comments are listed below. ***All IFC code sections per 2015 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. Fire Flow: Commercial and office occupancies will require a fire -flow consistent with International Fire Code Appendix B to service the proposed project. Fire hydrants shall be placed per Appendix C. 3. 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) 508.5.4 as follows: a. Fire hydrants shall have a Storz LDH connection in place of the 4 '/z" 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. 4. 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 2 of 4 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). ACCESSIBILITY - Fire Department Roadways, Access and Addressing: Roadways: In accordance with International Fire Code Section 503.2.5 and Appendix D, any roadway greater than 150 feet in length that is not provided with an outlet shall be required to have an approved turn around. 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. 6. 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. 7. Roadways: All common driveways shall be straight or have a turning radius of 28' inside and 48' outside and have a clear driving surface of 20' in width capable of supporting an imposed weight of 80,000 GVW, per International Fire Code Section 503.2. 8. Roadways: Private Alleys and Fire Lanes shall have a 20' wide improved surface capable of supporting an imposed load of 80,000 lbs. All roadways shall be marked "No Parking Fire Lane" per International Fire Code Sections 503.3 & D103.6. 9. Roadways: Emergency response routes and fire lanes shall not be allowed to have traffic calming devices installed without prior approval of the Fire Code Official. National Fire Protection IFC503.4.1. 10. Roadways: Public alleys that serve mews shall be a minimum of 24 feet in width. 11. 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. 12. Access: Operational fire hydrants, temporary or permanent street signs, and access roads with an all-weather surface are required to be installed before combustible construction material is brought onto the site, as set forth in International Fire Code Section (IFC) 501.4. 13. 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. 14. Addressing: The applicant shall work with Public Works and Planning Department staff to provide an address identification plan and a sign which meets the requirements of the City of Meridian sign ordinance and is placed in a position that is plainly legible and visible from the street or road fronting the property, as set forth in International Fire Code Section 505.1 and Meridian Amendment 104-4-1. SPECIALTY NEEDS/OTHER COMMENTS: 15. Other Comments: Ensure that all yet undeveloped parcels are maintained free of Page 3 of 4 combustible vegetation as set forth in International Fire Code Section 304.1.2. Page 4 of 4 0 w m O Ir m J U tY 0 In U J J Y IY O w In J U I O z O cn In ry w n z w r- 0 In w ry m x w I- D O _ cn z w z O U O z w m z In _ O z O Q U O rvlO w In w ry z O U 0 O ry n w ry z Q U J J In V ry O W (n J U O ryry w m O ry m w cn z w m cn z _ cv J J V) ry O w v) J_ U O N F U n O U O� SHEET INDEX PP1.0 PRELIMINARY PLAT / LOT DIMENSIONS PP2.0 CONCEPTUAL ENGINEERING PLAN PP2.1 PRELIMINARY SEWER PROFILES 0 10 20 40 60 SCALE: 1" = 20' PRELIMINARY PLAT FOR RAZZBERRY POINT VILLAS SUBDIVISION A RESUBDIVISION OF LOTS 1-3, BLOCK 6 RAZZBERRY CROSSING SUBDIVISION LOCATED IN THE NE 1/4 OF SECTION 31 TOWNSHIP 4 NORTH, RANGE 1 EAST, B.M. CITY OF MERIDIAN, ADA COUNTY, IDAHO 2018 S89'46'30"E 333.24' LEGEND - H2O H2O - - SS SS - - SD SD - -- — f3o� I � I I 27.00' I I I I I 40.00 ACRD RIGHT-OF-WAY I I I CURVE TABLE CURVE LENGTH RADIUS DELTA BEARING CHORD \ C1 47.53' 20.00' 136'10'25" S68'38'53"W 37.11' 20 \ \ C2 105.72' 327.62' 18'29'20" N52'30'43"W 105.26' 3242 SF COMMON C3 62.56' 324.99' 11'01'49" N69'04'53"W 62.47' C4 96.51' 325.00' 17'00'54" N81'16'03"W 96.16' 1 G nA 54.00' ACHD RIGHT-OF-WAY SUBDIVISION BOUNDARY ROAD CENTERLINE EXISTING LOT LINE PROPOSED LOT LINE PROPOSED ZERO SETBACK LOT LINE BUILDING SETBACK LINE LOT NUMBER EXISTING WATER MAIN EXISTING SEWER MAIN EXISTING STORM DRAIN EXISTING MAJOR CONTOUR (5') EXISTING MINOR CONTOUR (1') z FIELD DR--] ®VICINITY MAP SCALE: 1 "=750' a1yvlyra17u17 ED BOWMAN 802 N KNOX AVENUE STAR, ID 83669 (208) 921-8585 CIVIL ENGINEER CORINNE GRAHAM, PE CIVIL SITE WORKS LLC 804 W. RICHMOND STREET BOISE, ID 83706 (208) 946-3874 SURVEYOR LAWRENCE KOERNER, PLS COMPASS LAND SURVEYING PLLC 623 11TH AVE SOUTH NAMPA, ID 83651 (208) 442-0115 LOT SUMMARY DRAWN: NUMBER AREA (AC) SINGLE FAMILY RESIDENTIAL 16 1.16 COMMON 4 0.27 TOTAL 20 1.43 CITE (IATA SETBACKS FRONT SETBACK SIDE SETBACK REAR SETBACK COMMON DRIVEWAYS AREA CALCULATIONS MINIMUM LOT SIZE AVERAGE LOT SIZE RESIDENTIAL DENSITY (GROSS) nlnTGc R-15 ZONE 20 FEET (10 FEET LIVING) 3 FEET 12 FEET 20 FEET (GARAGE) 5 FEET (LIVING) 2,009 SF 3,150 SF 11.2 DU/AC 1. COMMON DRIVE AND COMMON LOT LANDSCAPE MAINTENANCE SHALL BE BY THE RAZZBERRY CROSSING HOMEOWNER'S ASSOCIATION. ��\ONAL Fes\ ENSF� 16970 1-7-19 OF N9 NNE M . Gam/ Lu Q 0 z 0 a U Lo Lu 0 0 z w E Lu U Lu 61 tY L d (n0 �n U)0 111=1 o 00 � di° Uw (n U 00 tY O @) O m E 0 0 U DESIGNED: C. GRAHAM DRAWN: C. GRAHAM CHECKED: C. GRAHAM APPROVED: C. GRAHAM PREPARED FOR: ED BOWMAN 802 N. KNOX AVE. STAR, ID 83669 Z 0 � L/) Q V) > Z Z Q O Q cei co ZD w w V) 2 2 V) W 0 0 > Q I- Q Z w 0 N Q 5z L zJ W Q W N r N Q CSW PROJECT NO. 18035 DRAWING DATE 01/07/2019 Ppi 00 H2❑ H2❑ _ ^O'm v SSMH B- I I \ I \ � I \ I \ W I I I I Li a I > \/ I w I II z II Q w u m z C (/7 W � I 1 1 SSMH B-4 LL I \ a \ W \ � I \ n \ Li I \ ci- \ W \ I \ \ W \ N (11) 0 10 20 40 60 SCALE: 1" = 20' �S�ONAL F�\ v�GENSF� 16970 1-7-19 C'O,AZ"�TF OF 10P�P,ZQ� IV 6 M.G/ N J � —W o U W O C] N U) 23) r. Z 00 E- T Ol 2 d'(f) U00O m E N ro v o fu 00 L U z w DESIGNED: C. c� DRAWN: C. GRAHAM CHECKED: C. 0 APPROVED: C. a PREPARED FOR: ED BOWMAN a 802 N. I Z STAR, ID 83669 Z ag. w z � o Z N � I a ^J^ cL U w U I U Z toto U) 0 LU ww 00O o p Z w < Z Q Z V) —j LJJ Q J :D LL z w DESIGNED: C. GRAHAM DRAWN: C. GRAHAM CHECKED: C. GRAHAM APPROVED: C. GRAHAM PREPARED FOR: ED BOWMAN 802 N. KNOX AVE. STAR, ID 83669 Z O — cry p — > z Z p ^J^ cL ZD w U L/) 2 Z Lf) Q > ww _I oC p Z < Z � z V) —j LJJ Q O :D ,— w � p U z Z O W Q U m lq- Nrn N Q oC CSW PROJECT NO. 18035 DRAWING DATE 01/07/2019 PP2mO 0 w _m 0 ry n J U ry In V) U J J Cn Y r' 0 3 w (n J U L� O Z O V) _N Irf w n z w ry 3 In V) w n x w O 3 In z w z 0 U ry O z w ry (n Z (n 2 LL. O Z O Q U LL. F) O ry 0 Li.i V) W ry Z O U Z) 0 O ry n L.I ry z Q U J J (n Y ry 0 3 LL.I V) J U LL. 0 ry ry Ld n O m w z L.I z U J J N Y IY 0 L,J In _J U O N C� ry n O U O 2615 2610 2605 2600 2595 2590 ------------------- ------------------- ----------- -------------------------------------------------- -------------------------------------------- -------------------------------------------- ----------- ----------- --------------------- ------------------------------------------------------------- ------------------------------------------------------------- V) v ---------- GRAHAM ..------------------------------- - --------------- APPROVED: ----------------- ------------------------------------------- ----------- ---------------------- ------- --- V) LaJ N --- N r- ----------------------------------------------- c6 O N LO ---------------- -- ---------------- W O ap M Ln Ln ,n - O N co O N � Z OOi O to N_ ti N I +O� O eD N o r LA m+cpo rn Lal 00 - N� N N = a —com EXISTING GROUND °� o_ � =II NO > w 0 ma II II _o°i� 0+�N = II Nz O NNS? O oEXISTING p N GROUND � � N N Z pC m OII II N N - > _ Ln cn _ Q O O II _ Z -- z 04Z ���? ____— ----- --- - - - - - - - - - - - - - - z: > — — — — — — — — — — z NNw? Lu Q IL' :D — — — i -- -- --- --- S=0.40% D-8" - --- --- --- --- --- --- --- - --- --- --- --- --- --- --- --- ----- I ----------------- -------------------------------------- L-127' S=0.60% D=8" W � -------------- - CONNECT TO EXISTING ------------------------ - -- - --- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --- --- Q 8" SANITARY SEWER MAIN --- --- --- --- --- --- ----- --- --- --- - 10+00 10+50 11+00 SEWER LINE 'A' PRELIMINARY PROFILE HORIZONTAL SCALE: 1 "=20' VERTICAL SCALE: 1 "=5' pi -411i pzAte" 2605 2600 2595 2590 11+50 N 2615 (11) 0 10 20 40 60 2610 SCALE: 1" = 20' 2605 2600 2595 ui 2590 0 --------------------------------------------------------------------------------- ---- ---------------------------------------------------------------------------------- ----------------------------------------- 3 --------------------------------------------------------------------------------- DRAWN: ---------- GRAHAM ..------------------------------- - --------------- APPROVED: C. N PREPARED FOR: ED BOWMAN ------- --- V) LaJ N --- N r- ----------------------------------------------- ------------ 00 ---------------- -- ---------------- W O ap M Ln Ln ,n - O � Z X O t0 Ni laJ��^ OOi O to N_ ti N O eD N Z r LA m+cpo rn Lal 00 - N� N N = ~ II N z o EXISTING GROUND +per m N N � cp nj mo+0 II N��> > w 0 ma II L/) _o°i� 0+�N = II Nz O NNS? O ? Lf) (n��Z pC m OII II N N - > Lu Ln cn _ _ Z -- z ���? ____— ----- --- - - - - - - - - - - - - - - — -- _ V w z J Lu Q IL' :D - -- -- --- --- S=0.40% D-8" - --- --- --- --- --- --- --- - --- --- --- --- --- --- --- --- ----- I - -- --- - �" L-47 S®0.94% D- --L=52'- -S=0.40%---D=8" W � - -- - --- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --- --- Q � fL --- --- --- --- --- --- ----- --- --- --- --- --- --- --- --- L< J J N I..I� CONNECT 8" SANITARY TO EXISTING SEWER MAIN 18035 DRAWING DATE 01/07/2019 CONNECT TO EXISTING -------------------------------------------------------------- ------------------- -------------------- -------------------------------------------- ------------------------------------------ SANITARY SEWER MANHOLE ---------------------------------------- ------------------------------------------ ------------------------------------ ---- ---------------------------------- -- -- -- ------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------- 10+00 10+50 11+00 11+50 SEWER LINE 'BL PRELIMINARY PROFILE HORIZONTAL SCALE: 1 "=20' VERTICAL SCALE: 1 "=5' 12+00 12+50 `1 -IFF, X821 9.It 2595 2590 z 0 a U Ln w 0 O z w �s\orwt_ F �,�GENSFp 2 'YY1 16970 1-7-19 OF \9P" NNE M. GFL N J � —W o U Lu C] N � U 00Z 0 M i 0 01 23 Uw Ln ^ U O 0 m E N rLs v o fu o 0) U 1 DESIGNED: C. GRAHAM DRAWN: C. GRAHAM CHECKED: C. GRAHAM APPROVED: C. GRAHAM PREPARED FOR: ED BOWMAN 802 N. KNOX AVE. STAR, ID 83669 z O � Q z Z J m � cL ZD w V L/) 2 Z Lf) LI pC > Lu W o z < z V w z J Lu Q O :D �U W � Z O W Q U m 'q- N rn N I..I� CSW PROJECT NO. 18035 DRAWING DATE 01/07/2019 PP2 m