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HomeMy WebLinkAboutCC - PPLAT SHT 1-3is w._jnqFPH -DR _ .LOLA_ DR. �_ ® 8,000 8,000 �' S 41 ® 81.1. 'HILOMENA ST. _ I W. PHILOMENA ST. i W. ANNE ST. PHASE II I I 1 I I I 1 I 1 I I 1 I I 1 1 IPHASE II "+F-FI-fTI-I-H- IPHASE I 1 I MERIDIAN IRRIGATION DISTRICT SETTLERS IRRIGATION DISTRICT W. DAPHNE ST. PLAT LEGEND PHASE 1 { 120 0 60 120 240 SCALE IN FEET 1 " = 120' AND SIDEWALK QQ LOT NUMBER Mw _w_w P SD s P. SD BLOCK 7 BLOCK NUMBER > N W, LN WA STREET NAME DEVELOPMENT FEATURES SURVEY LEGEND ® FOUND BRASS CAP MONUMENT FOUND 1/2" IRON PIN ® SET 5/8" IRON PIN ® FOUND 5/8" IRON PIN -- -- — — PROPERTY BOUNDARY LINE — — — — — — SECTION LINE BOTTOM OF DITCH ga TOTAL PARCEL - 86.08 ACRES 101, TOTAL LOTS - 361 all 6,251 6,281 10 BUILDABLE LOTS - SF RESIDENTIAL - 321 COMMON LOTS - 38 DENSITY DU/ACRE - 4.61 COMMON AREA - 13.54 ACRES - 15.73% ZONING EXISTING - RUT PROPOSED - R-8 and R- 15 SEWAGE DISPOSAL MERIDIAN CITY SEWER WATER SUPPLY C MERIDIAN CITY WATER CITY MERIDIAN CITY SCHOOL DISTRICT MERIDIAN FIRE DISTRICT MERIDIAN IRRIGATION DISTRICT SETTLERS IRRIGATION DISTRICT W. DAPHNE ST. PLAT LEGEND PHASE 1 { 120 0 60 120 240 SCALE IN FEET 1 " = 120' AND SIDEWALK QQ LOT NUMBER Mw _w_w P SD s P. SD BLOCK 7 BLOCK NUMBER > FLOW ARROW W. ASHTON DR. STREET NAME HANDICAP RAMP SURVEY LEGEND ® FOUND BRASS CAP MONUMENT FOUND 1/2" IRON PIN ® SET 5/8" IRON PIN ® FOUND 5/8" IRON PIN -- -- — — PROPERTY BOUNDARY LINE — — — — — — SECTION LINE BOTTOM OF DITCH ga 101, MERIDIAN IRRIGATION DISTRICT SETTLERS IRRIGATION DISTRICT W. DAPHNE ST. PLAT LEGEND PHASE 1 { 120 0 60 120 240 SCALE IN FEET 1 " = 120' J N_------- PRELIMINARY PLAT FOR JUMP CREEK SUBDIVISION A PORTION OF E 1/2 OF THE E 1/2 OF SECTION 28 TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN MERIDIAN, ADA COUNTY, IDAHO 2014 OWNERS RWK INVESTMENTS LLC 2358 S. TITANIUM PL MERIDIAN, ID 83642 DEVELOPER TRILOGY DEVELOPMENT, INC. 2358 S. TITANIUM MERIDIAN, ID 83642 ENGINEER DAVID A. BAILEY, P.E. BAILEY ENGINEERING, INC. 4242 N. BROOKSIDE LANE BOISE, ID 83642 PLANNER/CONTACT SCOTT NORIYUKI NORTHSIDE MANAGEMENT LLC 6810 FAIRHILL PLACE BOISE, ID 83714 PROPOSED FIRE HYDRANT STREET LIGHT EXISTING CONTOUR BUILDING ENVELOPE (SETBACK LINE) PHASE LINE ZONING LINE RIGHT—OF—WAY LINE LOT LINE GRAVITY IRRIGATION LINE SEWER LINE WATER LINE PRESSURE IRRIGATION LINE STORM DRAIN LINE ROAD CENTERLINE ROLLED CURB/GUTTER AND SIDEWALK QQ LOT NUMBER Mw _w_w P SD s P. SD BLOCK 7 BLOCK NUMBER > FLOW ARROW J N_------- PRELIMINARY PLAT FOR JUMP CREEK SUBDIVISION A PORTION OF E 1/2 OF THE E 1/2 OF SECTION 28 TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN MERIDIAN, ADA COUNTY, IDAHO 2014 OWNERS RWK INVESTMENTS LLC 2358 S. TITANIUM PL MERIDIAN, ID 83642 DEVELOPER TRILOGY DEVELOPMENT, INC. 2358 S. TITANIUM MERIDIAN, ID 83642 ENGINEER DAVID A. BAILEY, P.E. BAILEY ENGINEERING, INC. 4242 N. BROOKSIDE LANE BOISE, ID 83642 PLANNER/CONTACT SCOTT NORIYUKI NORTHSIDE MANAGEMENT LLC 6810 FAIRHILL PLACE BOISE, ID 83714 PROPOSED FIRE HYDRANT STREET LIGHT EXISTING CONTOUR BUILDING ENVELOPE (SETBACK LINE) PHASE LINE ZONING LINE RIGHT—OF—WAY LINE LOT LINE GRAVITY IRRIGATION LINE SEWER LINE WATER LINE PRESSURE IRRIGATION LINE STORM DRAIN LINE ROAD CENTERLINE ROLLED CURB/GUTTER W. MCMILLAN RD. W. CHINDEN BLVD i. P/L 50'-0„ P/ 8'-0" 34'-0" 8,-0" —0"5'-0" 17'-0" 17'-0" 15'-0" 15'-0" --- SLOPE 2.00% 1 SLOPE 2.00% -- 4" — 3/4" MINUS CRUSHED GRAVEL CL 2 1/2" ASPHALT PAVEMENT 50' RIGHT -OE -WAY TYPICAL STREET SECTION NOT TO SCALE C5 1 CONCRETE 1L SIDEWALK (TYP.) 4" — 3/4" MINUS CRUSHED GRAVEL (COMPACTION REQUIRED) STANDARD ROLLED OR 6" VERTICAL CURB & GUTTER (TYP.) AS PER PLANS 12" — 6" MINUS PIT RUN NOTES 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS. 2. THE SUBJECT PROPERTY DOES NOT FALL WITHIN ANY FEMA FLOOD HAZARD ZONE. REFERENCE FIRM PANEL 16001 CO139H REVISED FEBRUARY 19, 2003. 3. ALL LOT SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, STREET LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET ADJACENT TO ANY PUBLIC STREET. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET ADJACENT TO THE REAR LOT LINE. EXCEPT AS OTHERWISE SHOWN, THERE SHALL BE A 5 (FIVE) FOOT PUBLIC UTILTY, IRRIGATION AND LOT DRAINAGE EASEMENT ADJACENT TO ANY LOT LINE NOT ADJACENT TO A PUBLIC STREET. 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF THE BUILDING PERMIT. 5. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH LOT. ALL LOTS IN THIS SUBDIVISION WILL BE SUBJECT TO ASSESSMENTS OF THE SETTLERS IRRIGATION DISTRICT. 6. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH SURFACE DRAINAGE PONDS AND SUBSURFACE FACILITES AS APPROVED BY ACHD. 7. LOTS 1 AND 10, BLOCK 1, LOT 6 BLOCK 2, LOTS 1 AND 7 BLOCK 3, LOTS 1 AN D9 BLOCK 4, LOT 5 BLOCK 5, LOT 5 BLOCK 6, LOT 1 BLOCK 7, LOT 1 AND 9 BLOCK 8, LOT 7 BLOCK 9, LOT 4 BLOCK 10, LOT 7 BLOCK 11, LOTS 7 AND 12 BLOCK 12, LOTS 2, 7, 10 AND 18 BLOCK 13, LOTS 1 AND 20 BLOCK 14, LOTS 1,12 AND 18 BLOCK 15, LOTS 11 AND 17 BLOCK 16, LOTS 9 AND 18 BLOCK 17, LOTS 12, 24, 29 AND 33 BLOCK 18 AND LOTS 6, 9 AND 23 BLOCK 19 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE JUMP CREEK SUBDIVISION HOMEOWNERS ASSOCIATION OR IT'S ASSIGNS. 8. ALL EXISTING STRUCTURES WILL BE REMOVED PRIOR TO DEVELOPMENT OF THE PHASE CONTAINING THE STRUCTURE. REVISED NO. DATE DESCRIPTION 09-29-2014 CITY PPLAT REVIEW ailev Engineering, Inc. 10-02-2014 PPLAT REVIEW ADJ COLLECTOR CIVIL ENGINEERING I PLANNING I CADD 4242 N. BROOKSIDE LANE TEL 208-938-0013 BOISE, ID 83714 www.baileyengineers.com DRAWN BY: DAB I CHECKED BY: DAVID A. BAILEY P.E. PROJECT: C2013-024 DATE: 05-30-2014 I=> R E L I NA 0 A R Y I=> L A T JUMP CREEK SU BDIVIS10N SHEET TRILOGY DEVELOPMENT, INC. AND SIDEWALK QQ LOT NUMBER 6,500sf LOT AREA BLOCK 7 BLOCK NUMBER > FLOW ARROW W. ASHTON DR. STREET NAME HANDICAP RAMP SURVEY LEGEND ® FOUND BRASS CAP MONUMENT FOUND 1/2" IRON PIN ® SET 5/8" IRON PIN ® FOUND 5/8" IRON PIN -- -- — — PROPERTY BOUNDARY LINE — — — — — — SECTION LINE BOTTOM OF DITCH W. MCMILLAN RD. W. CHINDEN BLVD i. P/L 50'-0„ P/ 8'-0" 34'-0" 8,-0" —0"5'-0" 17'-0" 17'-0" 15'-0" 15'-0" --- SLOPE 2.00% 1 SLOPE 2.00% -- 4" — 3/4" MINUS CRUSHED GRAVEL CL 2 1/2" ASPHALT PAVEMENT 50' RIGHT -OE -WAY TYPICAL STREET SECTION NOT TO SCALE C5 1 CONCRETE 1L SIDEWALK (TYP.) 4" — 3/4" MINUS CRUSHED GRAVEL (COMPACTION REQUIRED) STANDARD ROLLED OR 6" VERTICAL CURB & GUTTER (TYP.) AS PER PLANS 12" — 6" MINUS PIT RUN NOTES 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS. 2. THE SUBJECT PROPERTY DOES NOT FALL WITHIN ANY FEMA FLOOD HAZARD ZONE. REFERENCE FIRM PANEL 16001 CO139H REVISED FEBRUARY 19, 2003. 3. ALL LOT SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, STREET LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET ADJACENT TO ANY PUBLIC STREET. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET ADJACENT TO THE REAR LOT LINE. EXCEPT AS OTHERWISE SHOWN, THERE SHALL BE A 5 (FIVE) FOOT PUBLIC UTILTY, IRRIGATION AND LOT DRAINAGE EASEMENT ADJACENT TO ANY LOT LINE NOT ADJACENT TO A PUBLIC STREET. 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF THE BUILDING PERMIT. 5. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH LOT. ALL LOTS IN THIS SUBDIVISION WILL BE SUBJECT TO ASSESSMENTS OF THE SETTLERS IRRIGATION DISTRICT. 6. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH SURFACE DRAINAGE PONDS AND SUBSURFACE FACILITES AS APPROVED BY ACHD. 7. LOTS 1 AND 10, BLOCK 1, LOT 6 BLOCK 2, LOTS 1 AND 7 BLOCK 3, LOTS 1 AN D9 BLOCK 4, LOT 5 BLOCK 5, LOT 5 BLOCK 6, LOT 1 BLOCK 7, LOT 1 AND 9 BLOCK 8, LOT 7 BLOCK 9, LOT 4 BLOCK 10, LOT 7 BLOCK 11, LOTS 7 AND 12 BLOCK 12, LOTS 2, 7, 10 AND 18 BLOCK 13, LOTS 1 AND 20 BLOCK 14, LOTS 1,12 AND 18 BLOCK 15, LOTS 11 AND 17 BLOCK 16, LOTS 9 AND 18 BLOCK 17, LOTS 12, 24, 29 AND 33 BLOCK 18 AND LOTS 6, 9 AND 23 BLOCK 19 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE JUMP CREEK SUBDIVISION HOMEOWNERS ASSOCIATION OR IT'S ASSIGNS. 8. ALL EXISTING STRUCTURES WILL BE REMOVED PRIOR TO DEVELOPMENT OF THE PHASE CONTAINING THE STRUCTURE. REVISED NO. DATE DESCRIPTION 09-29-2014 CITY PPLAT REVIEW ailev Engineering, Inc. 10-02-2014 PPLAT REVIEW ADJ COLLECTOR CIVIL ENGINEERING I PLANNING I CADD 4242 N. BROOKSIDE LANE TEL 208-938-0013 BOISE, ID 83714 www.baileyengineers.com DRAWN BY: DAB I CHECKED BY: DAVID A. BAILEY P.E. PROJECT: C2013-024 DATE: 05-30-2014 I=> R E L I NA 0 A R Y I=> L A T JUMP CREEK SU BDIVIS10N SHEET TRILOGY DEVELOPMENT, INC. TEMPORARY I BE RELINQUISHED UPON DEVELOPMENT OF ADJACENT•'1• -la IN �% . p 7. I I r/110 I a m =1 ® ® m ®twi 5,400 5,Qo 6,915 82�44 • • 1: O R-15 / 1 �� • M 1 © / 5456 • ICM00 50,�II I mU/ 1111 Fill 1 / . 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C29 300.00 29.65 C30 50.00 78.45 C31 1 39.19 C46 275.00 28.07 BLOCK 13 I Curve III t2 tt to Qs ® 1040.00 80.87 C13 1 241.54 C14 7,616 6.380 7,480 6.380 7.480 6,380 © C16 1 7.73 C17 200.00 79.36 C20 300.00 6.230 O C24 300.00 : C25 300.00 BLOCK 14 C26 50.00 9.908 C27 1 78.60 C29 300.00 29.65 C30 50.00 78.45 C31 1 39.19 C46 275.00 28.07 C48 325.00 34.16 C54 25.00 39.27 C55 385.00 51.41 C56 385.00 93.58 BLOCK 14 7.74 C58 815.00 18.99 C59 815.00 16.21 AND SIDEWALK PRELIMINARY PLAT FOR JUMP CREEK SUBDIVISION A PORTION OF E 1/2 OF THE E 1/2 OF SECTION 28 TOWNSHIP 4 NORTH, RANGE 1 NEST, BOISE MERIDIAN MERIDIAN, ADA COUNTY, IDAHO 2014 Curve Table Curve III Radius Length C12 1040.00 80.87 C13 1040.00 241.54 C14 1040.00 92.67 C15 160.00 63.47 C16 100.00 7.73 C17 200.00 79.36 C20 300.00 29.58 C24 300.00 31.53 C25 300.00 30.62 C26 50.00 78.39 C27 50.00 78.60 C29 300.00 29.65 C30 50.00 78.45 C31 25.00 39.19 C46 275.00 28.07 C48 325.00 34.16 C54 25.00 39.27 C55 385.00 51.41 C56 385.00 93.58 C57 385.00 7.74 C58 815.00 18.99 C59 815.00 16.21 Curve Table Curve # Radius Length C115 212.00 9.91 C116 25.00 39.30 c11e 1as.00 a.a4 C119 185.00 64.83 C120 185.00 3.72 C183 50.50 9.55 C184 j 50.50 j 31.36 C185 50.50 30.46 C186 50.50 30.46 C187 50.50 37.43 C188 325.00 67.33 C189 325.00 12.63 C190 275.00 67.97 C191 125.00 42.49 C192 275.00 25.57 C193 275.00 1.55 C194 50.50 45.10 C195 50.50 30.46 C196 50.50 35.74 C197 50.50 27.96 C198 325.00 19.22 0199 345.00 20.40 Curve Table Curve 11 Radius Length C60 815.00 32.99 C61 815.00 78.54 C67 815.00 22.10 C68 815.00 81.62 C69 1015.00 22.10 C70 1015.00 85.25 C71 1015.00 82.34 C72 1015.00 84.96 C73 1015.00 1.51 C74 1015.00 1.03 C75 1015.00 50.91 C76 175.00 24.11 C77 175.00 45.33 C78 225.00 60.50 C79 225.00 13.36 C80 125.00 9.66 C81 75.00 5.80 C82 1065.00 45.27 C83 50.50 28.82 C84 50.50 35.11 C85 50.50 34.81 C86 50.50 40.52 Curve Table Curve # Radius Length C200 125.00 1.55 C201 125.00 17.28 0202 125.00 25.89 C203 125.00 153.13 C204 635.00 75.75 C205 625.00 94.81 C208 75.00 j 79.30 C209 75.00 1 28.12 C212 75.00 11.30 C215 126.13 18.86 C216 126.13 1.37 C227 25.00 39.28 C235 615.00 92.25 C236 575.00 349.55 C238 274.94 16.26 C239 325.00 80.33 C240 275.00 16.15 C241 255.00 15.07 C242 665.00 21.09 C243 665.00 74.52 C244 665.00 75.04 C245 435.00 60.30 Curve Table Curve f Radius Length C87 25.00 39.35 088 1065.00 304.70 C89 135.00 53.56 C90 225.00 15.41 C96 50.50 37.42 C97 50.50 30.46 C98 50.50 30.46 C99 50.50 40.92 C100 275.00 28.90 C101 325.00 33.17 C102 25.00 39.22 C103 50.50 39.18 C104 50.50 30.46 0105 50.50 30.48 C106 50.50 39.16 C107 275.00 27.18 C108 325.00 21.74 C110 325.00 10.39 C111 325.00 32.05 0112 188.00 22.13 C113 188.00 5.72 C114 212.00 21.50 Curve Table Curve if Radius I Length C246 435.00 9.15 C247 575.00 72.88 0248 625.12 193.10 C249 625.12 68.11 C250 625.12 123.34 C251 565.00 83.27 C252 765.00 24.27 C253 765.00 85.73 C254 765.00 86.32 C255 765.00 34.51 C256 765.00 74.50 C257 665.00 64.76 C258 545.00 80.32 C259 535.00 74.16 C260 565.00 56.51 C261 435.00 9.15 C262 435.00 6.44 C263 50.50 5.77 C264 50.50 52.31 C265 50.50 35.74 C266 50.50 45.44 34._0" '-0"5'-0' 17'-0" 17•_0•T 1 15,_0'• 15._0'. PLAT LEGEND SLOPE 2.00`e SLOPE 2.00% --� • PROPOSED FIRE HYDRANT STREET LIGHT 4" - 3/4" MINUSCONCRETE CRUSHED GRAVEL r- SIDEWALK (ttP.) -272e EXISTING CONTOUR 2 1/2" ASPHALT 4" - 3/4" MINUS CRUSHED BUILDING ENVELOPE (SETBACK LINE) PAVEMENT GRAVEL (COMPACTION REQUIRED) STANDARD ROLLED OR 6" VERTICAL PHASE LINE CURB & GUTTER (TYP.) AS PER PLANS ZONING LINE 12' - 6" MINUS PIT RUN RIGHT-OF-WAY 50' RIGHT-OF-WAY LINE TYPICAL STREET SECTION LOT LINE NOT TO SCALE GRAVITY IRRIGATION LINE • SEWER LINE • WATER LINE PRESSURE IRRIGATION UNE • STORM DRAIN UNE - ROAD CENTERLINE ROLLED CURB/GUTTER AND SIDEWALK 1Q LOT NUMBER fi,soosr LOT AREA BLOCK 7 BLOCK NUMBER FLOW ARROW W. ASHTON DR. STREET NAME 1 1/ HANDICAP RAMP SURVEY LEGEND ® FOUND BRASS CAP MONUMENT • FOUND 1/2IRON PIN ® SET 5/8' IRON PIN ® FOUND 5/8" IRON PIN 60 0 30 60 120 ---------- PROPERTY BOUNDARY LINE SCALE IN FEET --- ---- SECTION LINE 1. = 60• - - - - - - - - - BOTTOM OF DITCH REVISED NO. DATE DESCRIPTION 09-29-2014 CITY PPLAT REVIEW 10-02-2014 PPLAT REVIEW ADJ COLLECTOR ailey Engineering, Inc. CIVIL ENGINEERING I PLANNING I CARD 4242 N. BROOKSIDE LANE TEL 208-938-0013 BOISE, ID 83714 ww .baileyengineem.eom DRAWN BY: DAR I CHECKED BY: DAVID A. BAILEY P.Ej PROJECT: 02013-024 DATE: 05-30-2014 F=' FR IE:: L_ I opo o r-4 A F? v F=> L_ A -F JUMP CREEK SUBDIVISION WIIIIIIIIIII TRILOGY DEVELOPMENT, INC. 1P-2_ 10,2228 I 113' I I I 22 I 6,474 I I I 120' I ' 23 I I 6,000 I I 1 120' 6 r I ' 24 I 6,000 I 120' I I I � ;a 6,006 I I Toe IS 5.102 100' 13 5.062 100' 09 m 5,062 I O 5,02 100' 5,0003 100' (9) 5,004 mo e 5.004 100' 50.005 100' 0 5,005 100• so 5759 90' 11 7,925 Q X (2 Q3 X@X XXX ' XXX 6,RX 6,871 w 54' 6,000 ✓.✓.✓. XX XXX 360 o. 0 60` 70' %1100000�'(� t:/ X n A X 6,431 FE/I Ion 6.410 11 12 ! j& 8 i1 C25 100' 100' O 01 BLOCK 16 ],000 It „Iz 8,900 XXX 6.933 6.000 7,000 60' 6 5.400 N ® //op/ J , o S6• ~s 1S4' S4' BLOCK- 11 C55 VV XIXDX 51.41 C56 385.00 `5 O 385.00 7.74 C58 815.00 18 17 16 15. 8 14 13 X 9 5,600 5,600 5,600 5,400 5,400 70' 60' 70' 7 /�i © XXX P I a 17 - 6" MINUS PIT RUN 116' BUILDING ENVELOPE (SETBACK LINE) 550 i 100, ,66' 166• TYPICAL STREET SECTION / NOT TO SCALE I sswssj. mulssm. mXX6q X6 XXO XXBQ Iw1 N „ l� LOT LINE K/5XX GRAVITY IRRIGATION LINE C239 MI 7.153 7.174 ^' s 12' ry0 PRESSURE IRRIGATION LINE e e Q I B STORM DRAIN LINE 8Y HY 5T 80' 70' ROLLED CURB/GUTTER �p PHILOMENA S'F. AND SIDEWALK QQ LOT NUMBER 9 Al s�---_ 6,5000 LOT AREA 10,2228 I 113' I I I 22 I 6,474 I I I 120' I ' 23 I I 6,000 I I 1 120' 6 r I ' 24 I 6,000 I 120' I I I � ;a 6,006 I I Toe IS 5.102 100' 13 5.062 100' 09 m 5,062 I O 5,02 100' 5,0003 100' (9) 5,004 mo e 5.004 100' 50.005 100' 0 5,005 100• so 5759 90' 11 7,925 Q X (2 Q3 X@X I 7,000 6,RX 6,871 w 54' 6,000 3:600 X XXX 360 - 6.471 0 60` 70' %1100000�'(� t:/ X n 9"' X 6,431 FE/I Ion 6.410 /g 61600 BLOCK i1 C25 3,600 51600 O 01 BLOCK 16 ],000 X 8,900 XXX 8 ® I e ]0' 60' 6 5.400 N ® //op/ r i W. PHILOMENX ST. , o S6• 56' 1S4' S4' S4' 39.27 C55 385.00 51.41 C56 385.00 93.58 C57 385.00 7.74 C58 815.00 18 17 16 15. 8 14 13 5,600 5,600 5,600 5,400 5,400 5,400 CURB & GUTTER (TYP.) AS PER /�i © EXISTING CONTOURPLANS P I 5,200 17 - 6" MINUS PIT RUN 10,2228 I 113' I I I 22 I 6,474 I I I 120' I ' 23 I I 6,000 I I 1 120' 6 r I ' 24 I 6,000 I 120' I I I � ;a 6,006 I I Toe IS 5.102 100' 13 5.062 100' 09 m 5,062 I O 5,02 100' 5,0003 100' (9) 5,004 mo e 5.004 100' 50.005 100' 0 5,005 100• so 5759 90' 11 7,925 Q X (2 Q3 X@X I 7,000 6,RX 6,871 w 54' 6,000 3:600 X XXX 360 1 oo' 0 60` 70' %1100000�'(� t:/ X n 9"' X 6,431 21 ,, 6.410 /g 8 24 BLOCK i1 C25 3,600 51600 O 01 BLOCK 16 ],000 X 8,900 XXX 8 ® I e ]0' 60' 6 5.400 N ® //op/ r i W. PHILOMENX ST. , o S6• X . , 12 0X�,XaX l 11 j 10 d Qg il^X X X6��C BLOCK 1 14 X)a 6.000 100' Curve # Xt 6.000 DD' X@X ?^" XQiC 54• 54' 6,000 3:600 6.000 3;600 360 1 oo' / 3,600 },600 %1100000�'(� t:/ X n 9"' X 6,431 21 ,, 6.410 ,4 X .230 to /. /.X l0 6 BLOCK 14 13 = 14 15 - i6 1718 19 - 0 0 0 In' 7,615 6.600 6,600 6,600 5,600 6.600 6.043 - I © Curve # Radius Length ?^" 56 54• 54' 241.54 3:600 3,600 3;600 360 000 }6 / 3,600 },600 },600 C17 13,600 P4, V 21 ,, 1 /g 8 24 oll i C25 3,600 51600 5.600 01 BLOCK 16 5,400 to I 8 ® O7 5,400 5,400 5.00 I 5.400 5,418 ® //op/ 275.00 56' S6• 56' 1S4' S4' S4' 39.27 C55 385.00 51.41 C56 385.00 93.58 C57 385.00 7.74 C58 815.00 18 17 16 15. 12 mI 13 mI 14mI 15 PI i 6 3;600 3,600 3,600 3,600 3,600 Curve # Radius Length ?^" 56 54• 54' 54' 241.54 3:600 3,600 3;600 360 000 }6 / 3,600 },600 },600 C17 13,600 P4, V 21 ,, 1 /g 8 24 oll i C25 3,600 51600 5.600 01 BLOCK 16 5,400 to I 8 ® O7 12 mI 13 mI 14mI 15 PI i 6 3;600 3,600 3,600 3,600 3,600 .._ Curve # Radius Length ?^" 56 54• 54' 54' 241.54 5,400 5,400 5,400 poo s,36z / I I 7.73 C17 54' P4, V 21 ,, 1 /g 8 24 oll i C25 - 51600 5.600 01 5.400 loll/ 5,400 to I 8 ® O7 5,400 5,400 5.00 I 5.400 5,418 ® C46 275.00 56' S6• 56' 1S4' S4' S4' 39.27 C55 385.00 51.41 C56 385.00 93.58 C57 385.00 7.74 C58 815.00 18 17 16 15. 8 14 13 5,600 5,600 5,600 5,400 5,400 .._ Curve # Radius Length ?^" 56 54• 54' 54' 241.54 5,400 5,400 5,400 poo s,36z / C16 I 7.73 C17 54' P4, V 21 ,, 1 23 8 24 oll i C25 - 51600 5.600 01 5.400 loll/ 5,400 to I 8 ® O7 5,400 5,400 29 IP 28 Im. 27 I. 26 I.- 25 Im 24 5.040 5,040 5,040 4,860 4,860 4,860 22 IP 21 Im 20 IW 19 IP 16 4,860 4,860 4,860 4,860 4,798 Curve # Radius Length ?^" 56 54• 54' 54' 241.54 5,400 5,400 5,400 poo s,36z / C16 I 7.73 C17 54' 8 20 21 22 23 8 24 25 i C25 300.00 51600 5.600 5,600 5.400 5,400 5,400 to I 8 ® O7 5,400 5,400 5.00 I 5.400 5,418 ® C46 275.00 56' S6• 56' 1S4' S4' S4' 39.27 C55 385.00 51.41 C56 385.00 93.58 C57 385.00 7.74 C58 815.00 18 17 16 15. 8 14 13 5,600 5,600 5,600 5,400 5,400 5,400 22 IP 21 Im 20 IW 19 IP 16 4,860 4,860 4,860 4,860 4,798 MINI ■7 s ,� 5445 ROAD m ;00 V 1000 0,0/0 IN Curve # Radius Length C12 5 0 C13 1040.00 241.54 5,400 5,400 5,400 poo s,36z / C16 I 7.73 C17 54' S4'141 C20 54' 54' 0 300.00 31.53 C25 300.00 30.62 C26 BLO�K II /I C27 11 8 10 I 8 ® O7 5,400 5,400 5.00 I 5.400 5,418 MINI ■7 s ,� 5445 ROAD m ;00 V 1000 0,0/0 IN W. ST. 3367 P I p P p P p I p p 35 zp a P 5.000 � P 100• � p p K O p 36 p p P 'J N p ioc W p Y <p U p p p p p p p p P J P 30 m r3 z 5.60 R0 - '{ 1 5 p . 0 p 1D6' p p p p p p a p 34 p 5,600 P Z P 100' P1 p Z 128,363 P P 32 _ 00 p p 5,600 Q 2 P O P loo' p P P_ N 31 p 6,397 P P s� 6J. P P p 75' 75' P P P P P P p p P P p p STORM DRAIN 27 26 6.362 6,368 M IRRIGATION PUMP 75 \ STATION ^i PRELIMINARY PLAT FOR JUMP CREEK SUBDIVISION A PORTION OF E 1/2 OF THE E 1/2 OF SECTION 28 TOWNSHIP 4 NORTH, RANGE 1 NEST, BOISE MERIDIAN MERIDIAN, ADA COUNTY, IDAHO 2014 Curve Table Curve # Radius Length C12 ®0 80.87 C13 1040.00 241.54 C14 1040.00 92.67 C15 160.00 / C16 100.00 7.73 C17 200.00 79.36 C20 300.00 29.58 0 300.00 31.53 C25 300.00 30.62 C26 50.00 /I C27 50.00 78.60 C29 300.00 29.65 C30 50.00 78.45 C31 25.00 ® C46 275.00 28.07 C48 325.00 mI C54 25.00 39.27 C55 385.00 51.41 C56 385.00 93.58 C57 385.00 7.74 C58 815.00 ® C59 815.00 16.21 /� STREET LIGHT CURB & GUTTER (TYP.) AS PER /�i © EXISTING CONTOURPLANS P I 5,200 17 - 6" MINUS PIT RUN BUILDING ENVELOPE (SETBACK LINE) 550 i 100, PHASE LINE TYPICAL STREET SECTION / NOT TO SCALE sswssj. mulssm. ZONING LINE RIGHT-OF-WAY LINE „ LOT LINE GRAVITY IRRIGATION LINE SEWER LINE ^' WATER LINE PRESSURE IRRIGATION LINE Q STORM DRAIN LINE - ROAD CENTERLINE ROLLED CURB/GUTTER AND SIDEWALK QQ LOT NUMBER 9 Al 6,5000 LOT AREA 1020/ BLOCK 7 BLOCK NUMBER FLOW ARROW ® VL ASHTON DR. STREET NAME HANDICAP RAMP / ® 0 �� SURVEY LEGEND ® FOUND BRASS CAP MONUMENT 5,200 FOUND 1/2" IRON PIN 200 ® loo'I ., r II ® FOUND 5/8- IRON PIN 6D 0 3D 6D 120 --�-�--�-- PROPERTY BOUNDARY LINE O -------- SECTION LINE SCALE IN FEET -...-_.-..-...-...-_.-..-_.- B070M OF DITCH 1" = 60' W. ST. 3367 P I p P p P p I p p 35 zp a P 5.000 � P 100• � p p K O p 36 p p P 'J N p ioc W p Y <p U p p p p p p p p P J P 30 m r3 z 5.60 R0 - '{ 1 5 p . 0 p 1D6' p p p p p p a p 34 p 5,600 P Z P 100' P1 p Z 128,363 P P 32 _ 00 p p 5,600 Q 2 P O P loo' p P P_ N 31 p 6,397 P P s� 6J. P P p 75' 75' P P P P P P p p P P p p STORM DRAIN 27 26 6.362 6,368 M IRRIGATION PUMP 75 \ STATION ^i PRELIMINARY PLAT FOR JUMP CREEK SUBDIVISION A PORTION OF E 1/2 OF THE E 1/2 OF SECTION 28 TOWNSHIP 4 NORTH, RANGE 1 NEST, BOISE MERIDIAN MERIDIAN, ADA COUNTY, IDAHO 2014 Curve Table Curve # Radius Length C12 1040.00 80.87 C13 1040.00 241.54 C14 1040.00 92.67 C15 160.00 63.47 C16 100.00 7.73 C17 200.00 79.36 C20 300.00 29.58 C24 300.00 31.53 C25 300.00 30.62 C26 50.00 78.39 C27 50.00 78.60 C29 300.00 29.65 C30 50.00 78.45 C31 25.00 39.19 C46 275.00 28.07 C48 325.00 34.16 C54 25.00 39.27 C55 385.00 51.41 C56 385.00 93.58 C57 385.00 7.74 C58 815.00 18.99 C59 815.00 16.21 Curve Table Curve III Radius Length C115 212.00 9.91 C116 25.00 39.30 C118 185.00 4.84 C119 185.00 64.83 C120 185.00 3.72 C183 50.50 9.55 C184 50.50 31.36 C185 50.50 30.46 C186 50.50 30.46 C187 50.50 37.43 C188 325.00 67.33 C189 325.00 12.63 C190 275.00 67.97 C191 125.00 42.49 C192 275.00 25.57 C193 275.00 1.55 C194 50.50 45.10 C195 50.50 30.46 C196 50.50 35.74 C197 50.50 27.96 C198 325.00 19.22 C199 345.00 20.40 Curve Table Curve y Radius Length C60 815.00 32.99 C61 815.00 78.54 C67 815.00 22.10 C68 815.00 81.62 C69 1015.00 2210 C70 1015.00 85.25 C71 1015.00 8234 C72 1015.00 84.96 C73 1015.00 1.51 C74 1015.00 1.03 C75 1015.00 50.91 C76 175.00 24.11 C77 175.00 45.33 C78 225.00 60.50 C79 225.00 13.36 C80 125.00 9.66 C81 75.00 5.80 C82 1065.00 45.27 C83 50.50 28.82 C84 50.50 35.11 C85 50.50 34.81 C86 50.50 40.52 Curve Table Curve III Radius Length C2GO 125.00 1.55 C201 125.00 17.28 C202 125.00 25.89 C203 125.00 153.13 C204 635.00 75.75 C205 625.00 94.81 0208 75.00 79.30 C209 75.00 28.12 C212 75.00 11.30 C215 126.13 18.86 C216 126.13 1.37 C227 25.00 39.28 C235 615.00 92.25 C236 575.00 349.55 C238 274.94 16.26 C239 325.00 80.33 C240 275.00 16.15 C241 255.00 15.07 C242 665.00 21.09 C243 665.00 74.52 C244 665.001 75.04 C245 435.00 60.30 Curve Table Curve # Radius Length C87 25.00 39.35 C88 1065.00 304.70 C89 135.00 53.56 C90 225.00 15.41 C96 50.50 37.42 C97 50.50 30.46 C98 50.50 30.46 C99 50.50 40.92 0100 275.00 28.90 C701 325.00 33.17 0102 25.00 39.22 C103 50.50 39.18 C104 50.50 30.46 C105 50.50 30.46 C106 50.50 39.16 C107 275.00 27.18 0108 325.00 21.74 C170 325.00 10.39 C111 325.00 32.05 C112 188.00 22.13 C113 1 188.00 j 5.72 C114 1 212.00 1 21.50 Curve Table Curve III Radius Length C246 435.00 9.15 C247 575.00 72.88 C24B 625.12 193.10 C249 625.12 68.11 C250 625.12 123.34 C251 565.00 83.27 C252 765.00 24.27 C253 765.00 85.73 C254 765.00 86.32 C255 765.00 34.51 C256 765.00 74.50 C257 665.00 64.76 C258 545.00 80.32 C259 535.00 74.16 C260 565.00 56.51 C261 435.00 9.15 C262 435.00 1 6.44 C263 50.50 5.77 C264 50.50 5231 C265 50.50 35.74 C266 50.50 45.44 3.29-204 CITY FFLAI WREVIEW ADJ J-02-20114 PPLAT REVIEW DJ COLLECTOR Dailey Engineering, Inc. CIVIL ENGINEERING I PLANNING I CARD 4242 N. BROOKSIDE LANE TEL 208-938-0013 BOISE, ID 83714 ww .baileyeogioeem.com IRAWN BY: DAO I CHECKED BY: DAVID A. BAILEY P.E PROJECT: C2013-024 DATE: 05-21-2014 F=' FR a:: L_ I opo o r-4 A FR v I= L- ,sI -17 JUMP CREEK SUBDIVISIONH-E - PP -3 n - FRILOGY DEVELOPMENT, INC. rr-3 8,-0" 34'-0" 8._0.. -0"5'-0' 17•-0'• 17'-0,. 15-0" 15'-a" 15.48 SLOPE 2.00% SLOPE 2.00% --� 4" - 3/4" MINUS �- CONCRETE CRUSHED GRAVEL SIDEWALK (TYP.) PLAT LEGEND 2 1/2" ASPHALT 4" - 3/4" MINUS CRUSHED < PROPOSED FIRE HYDRANT PAVEMENT GRAVEL (COMPACTION REQUIRED) STANDARD ROLLED OR 6" VERTICAL STREET LIGHT CURB & GUTTER (TYP.) AS PER EXISTING CONTOURPLANS 17 - 6" MINUS PIT RUN BUILDING ENVELOPE (SETBACK LINE) 550 RIGHT-OF-WAY PHASE LINE TYPICAL STREET SECTION NOT TO SCALE sswssj. mulssm. ZONING LINE RIGHT-OF-WAY LINE LOT LINE GRAVITY IRRIGATION LINE SEWER LINE ^' WATER LINE PRESSURE IRRIGATION LINE STORM DRAIN LINE - ROAD CENTERLINE ROLLED CURB/GUTTER AND SIDEWALK QQ LOT NUMBER 6,5000 LOT AREA BLOCK 7 BLOCK NUMBER FLOW ARROW VL ASHTON DR. STREET NAME HANDICAP RAMP SURVEY LEGEND ® FOUND BRASS CAP MONUMENT FOUND 1/2" IRON PIN ® SET 5/8- IRON PIN ® FOUND 5/8- IRON PIN 6D 0 3D 6D 120 --�-�--�-- PROPERTY BOUNDARY LINE -------- SECTION LINE SCALE IN FEET -...-_.-..-...-...-_.-..-_.- B070M OF DITCH 1" = 60' 3.29-204 CITY FFLAI WREVIEW ADJ J-02-20114 PPLAT REVIEW DJ COLLECTOR Dailey Engineering, Inc. CIVIL ENGINEERING I PLANNING I CARD 4242 N. BROOKSIDE LANE TEL 208-938-0013 BOISE, ID 83714 ww .baileyeogioeem.com IRAWN BY: DAO I CHECKED BY: DAVID A. BAILEY P.E PROJECT: C2013-024 DATE: 05-21-2014 F=' FR a:: L_ I opo o r-4 A FR v I= L- ,sI -17 JUMP CREEK SUBDIVISIONH-E - PP -3 n - FRILOGY DEVELOPMENT, INC. rr-3