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CC - Preliminary Plart SO429438725 SO429427800 SO429440000 BENTLEY R DEAN DBSI MCMILLAN ROAD UNITS LLC BASIS OF BEARING CONNELLY JAMES M 89.22'01»w 2642.73' PRELIMINARY PLAT FOR ---- S89.22'01"E 1942 o N89'22'01"W o W. MCMILLAN ROAD 1321.26' S89.22'01"E 550.00' S.29 S.28 GANDER CREEK NORTH SUBDIVISION 621.47' N 150.00' ui 5.32 5.33 0 A PORTION OF NE 1/4 OF SECTION 32 BLOCK 1 BLOCK 0 46 ° TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN B NOT A N LOCK ;g i- � - MERIDIAN, ADA COUNTY, IDAHO OO ® O o 11 12 13 14 15 26 °7 28 290 Q Q o PART o 2019 31 32 O 44 43 42 41 S89T2'01"E 150.00cn 16 z O 40 39 38 O 33� o W. LOS FLORES ST. 24 35 34 W. LOS FLORES DR. 31 SUNSHINE� ESTATES < > Y MORE%- 23 w LOS FLARE _ , � 0 z ® Q 14 14 v S DR' 30 O m LJ 18 O 1 � - - Q - - - - m 0 °3 1 3 103 Lei - 3 - 1 7 O 2 9 o V 0 ° ° Q 19 - o z 1 - Q ° 21 w - 1* w � (n Q z < Y w Q v 5 16 O 0 28 0 z 0 Ld Q w ® O� Y O U 1 6 O 3 I— o N _j 0 _ 00 °2 z ® 1 2 LEI U w O 1 5 n O N U all v } W. QUINTALE ST. m © m p LLi N o� Lu U J Q PROJECT W - - - - z 0 m 14 ® a ® � 1 a 27 0 o m ��M o J 11 Q o Y - Y - - N SITE LLI of W. QUINTALE ST. 0 ,, 11 0 m m Q 13 v L� v 14 26 rn z m z - m z 19 21 z ® m 0 O Q _ _ _ MCMILLAN ROAD z � o O6 12 m o - - - - - - - - - - 1 - - � 1 3 LEI 2 5 O 2 0 - - - - CL O 0 w 2 6 11 6 Q Q m o� 18 N 22 - - U J cNNo 1 0 ° w M 10 z 2 z 24 N Q O o ATTAWA N I 17 m 23 L O 23 OAKS WEST o °4 W MATTAW 10 A ST. 26 27 8 0 22 - IVE MILE CR F cj 1 -- FEMA FLOOD ZpryT• I 14 15 C1 4 ATTAWA _ 5 12 0 � ® �M\ �R. 9 10 11 CD 8 _ O O FUTURE GANDER BLOCK 0 � 10 S8213'47"W 1145.25' _ _ �_ B�oc� 10, 12 °��,F CREEK SOUTH - � _ FIVE MILE CREEK _ -- — Nis•\ 5 \ _ I DEAN ESTATES _ _ F'l PRELIM . PLAT 299 _ VE MILE REEK / OWYHEE _ SCHOOL I _ _ � \ M SITE I OR (FUTURE) APPLE VALLEY SUB. I USTICK RD. NAVD 1988 DATUM VICINITY MAP 1 " = 500' I PLAN SHEET INDEX- SHEET DESCRIPTION PP- 1 COVER SHEET, INDEX, VICINITY MAP, COMMON LOTS TABLE & NOTES PP-2 PRELIMINARY PLAT, PARCEL TABLE & STREET DETAILS PP-3 CONCEPTUAL ENGINEERING PLAN & CURVE TABLE - � PLAT LEGEND < DEVELOPMENT FEATURES PROPOSED FIRE HYDRANT STREET LIGHT ACREAGE OWNER - - EXISTING CONTOUR TOTAL PARCEL-51.46 ACRES UNION SQUARE LLC RIGHT—OF—WAY LINE TOTAL ACREAGE LESS HWY 16-43.30 9839 W CABLE CAR ST. 101 TOTAL LOTS- 185 BOISE, ID 83709 LOT LINE TOTAL DWELLING UNITS- 156 GRAVITY IRRIGATION LINE BUILDABLE LOTS- MCFADDAN ROBERT L SF RESIDENTIAL- 156 6830 W LAZY DIAMOND C LANE —S—S SEWER LINE COMMON LOTS-29 MERIDIAN, ID 83642 "' " WATER LINE HOA LOTS-26 P' PRESSURE IRRIGATION LINE RESERVED FOR HIGHWAY 16-3 MCFADDAN CARMA B 3D 5o STORM DRAIN LINE MINIMUM LOT SIZE-4251 6750 W LAZY DIAMOND C LANE ROAD CENTERLINE AVERAGE LOT SIZE-6739 MERIDIAN, ID 83642 DENSITY DU/ACRE-3.03 ROLLED CURB/GUTTER COMMON AREA- 15.17 MAXWELL MELYNDA A AND SIDEWALK RESERVED FOR HWY 16-8.16 4455 N MCDERMOTT RD. 100 0 50 100 200 EP EDGE OF PAVEMENT (NEW) GROSS OPEN SPACE (HOA)-7.01 MERIDIAN, ID 83646 QUALIFIED OPEN SPACE-5.48 EP EDGE OF PAVEMENT (EXISTING) % OPEN SPACE - 12.65% DEVELOPER SCALE INOFEET NOTES e� EDGE OF GRAVEL LOT NUMBER ZONING 98319 W CABLE LOGY ECAAR ST.,STE 101 6,500sf LOT AREA EXISTING- RUT BOISE, ID 83709 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS. BLOCK 7 BLOCK NUMBER PROPOSED-R-8 FLOW ARROW ENGINEER 2. THE SUBJECT PROPERTY FALLS WITHIN A FEMA FLOOD HAZARD ZONE. REFERENCE FIRM W. ASHTON DR. STREET NAME SEWAGE DISPOSAL DAVIDA. BAILEY, P.E. PANEL 16001 CO140H REVISED FEBRUARY 19, 2003. _ _ _ _ - - 1/4 5.32 S.33 HANDICAP RAMP MERIDIAN CITY SEWER BAILEY ENGINEERING, INC. 4242 N. BROOKSIDE LANE 3. ALL LOT SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, STREET LIGHTS, WATER SUPPLY BOISE, ID 83714 IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET ADJACENT TO ANY PUBLIC STREET. MERIDIAN CITY WATER 208-938-0013 Common Lots Common Lots ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND LOT Lot Area Perimeter DESCRIPTION Lot Area Perimeter DESCRIPTION DRAINAGE OVER THE 10 (TEN) FEET ADJACENT TO THE REAR LOT LINE. EXCEPT AS CITY PLANNER/CONTACT N BLOCK 1 Lot 1 OPEN 44760 3950 BUFFER N BLOCK 6 Lot 1 OPEN 91996 2042 PARK/OPEN OTHERWISE SHOWN, THERE SHALL BE A 5 (FIVE) FOOT PUBLIC UTILTY, IRRIGATION AND LOT SURVEY LEGEND MERIDIAN CITY BOB TAUNTON DRAINAGE EASEMENT ADJACENT TO ANY LOT LINE NOT ADJACENT TO A PUBLIC STREET. TAUNTON GROUP, LLC N BLOCK 1 Lot 6 OPEN 10449 465 DRAINAGE N BLOCK 7 Lot 1 OPEN 3215 283 ENDCAP FOUND BRASS CAP MONUMENT SCHOOL DISTRICT 2724 S PALMAATIER WAY N BLOCK 1 Lot 20 OPEN 3386 481 ENDCAP 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE BOISE, ID 83716 N BLOCK 7 Lot 8 OPEN 1803 260 ENDCAP STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF THE BUILDING PERMIT. O FOUND 1/2" IRON PIN MERIDIAN N BLOCK 1 Lot 25 OPEN 10668 651 DRAINAGE N BLOCK 8 Lot 1 OPEN 3521 474 ENDCAP Q FOUND PK NAIL 5. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH LOT. ALL LOTS IN FIRE DISTRICT N BLOCK 2 Lot 1 OPEN 11396 1035 BUFFER N BLOCK 8 Lot 9 OPEN 3699 496 ENDCAP THIS SUBDIVISION WILL BE SUBJECT TO ASSESSMENTS OF THE NAMPA MERIDIAN IRRIGATION MERIDIAN (0) FOUND ALUM. CAP N BLOCK 2 Lot 6 OPEN 9754 413 DRAINAGE N BLOCK 9 Lot 1 OPEN 1677 244 ENDCAP DISTRICT OR SETTLER'S IRRIGATION DISTRICT. N BLOCK 2 Lot 16 OPEN 12588 453 DRAINAGE N BLOCK 9 Lot 18 OPEN 7433 486 DRAINAGE -- -- -- PROPERTY BOUNDARY LINE IRRIGATION DISTRICT N BLOCK 2 Lot 20 OPEN 3386 481 ENDCAP 6. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH SURFACE DRAINAGE PONDS AND --- --- SECTION LINE NAMPA MERIDIAN IRRIGATION DISTRICT N BLOCK 9 Lot 19 OPEN 36777 2075 BUFFER SUBSURFACE INFILTRATION FACILITIES AS APPROVED BY ACHD. SETTLER'S IRRIGATION DISTRICT N BLOCK 2 Lot 29 OPEN 5392 311 DRAINAGE N BLOCK 9 Lot 20 OPEN 322619 2627 HWY 16 RESERVE BOTTOM OF DITCH N BLOCK 3 Lot 1 OPEN 3321 475 ENDCAP 7. ALL COMMON LOTS ARE TO BE OWNED AND MAINTAINED BY THE GANDER CREEK SUBDIVISION N BLOCK 9 Lot 21 OPEN 8226 379 DRAINAGE/SEWER EASEMENT HOMEOWNERS ASSOCIATION OR IT'S ASSIGNS. N BLOCK 3 Lot 8 OPEN 3400 486 ENDCAP N BLOCK 9 Lot 32 OPEN 21877 710 HWY 16 RESERVE N BLOCK 4 Lot 1 OPEN 3321 475 ENDCAP 8. ALL EXISTING STRUCTURES WILL BE REMOVED PRIOR TO DEVELOPMENT OF THE PHASE N BLOCK 9 Lot 36 OPEN 4532 282 DRAINAGE CONTAINING THE STRUCTURE. N BLOCK 4 Lot 8 OPEN 3312 474 ENDCAP N BLOCK 9 Lot 45 OPEN 14162 1181 BUFFER REVISED N BLOCK 5 Lot 1 OPEN 1603 250 ENDCAP N BLOCK 9 Lot 46 OPEN 10839 879 HWY 16 RESERVE 9. 300' AT EASTERN PROPERTY BOUNDARY IS RESERVED FOR HWY 16 EXPANSION PER ROS NO. DATE DESCRIPTION N BLOCK 5 Lot 7 OPEN 1583 247 ENDCAP 10375 lley Engineering, Inc. S�O 10. SOUTHERLY CONNECTION TO ALIGN WITH FUTURE CONNECTION FROM SCHOOL PROPERTY PER a WEST ADA SCHOOL DISTRICT APPLICATION PLANS. NAL� FN �G\STF'j' 0 iF CIVIL ENGINEERING I PLANNING I CADD Q �_)o 4242 N. BROOKSIDE LANE TEL 208-938-0013 N�� I I�F�I.� K7 BOISE, ID 83714 www.baileyengineers.com j��{ DRAWN BY:DAB CHECKED BY: DAVID A. BAILEY P.E. PROJECT: C2018-007 DATE: 05-13-2019 N �9TF OF \oP�e, 0 => 0R E 0— I NA 0 N A R Y 0 => I— A 77 �1//DA.BP\ GANDER CREEK NORTH SUBDIVISION SHEET TRI LOGY DE \/ ELOPM ENT PP— I - PRELIMINARY PLAT GANDER CREEK NORTH SUBDIVISION IDAHO POWER EASEMENT INST. NO. 200301985 25' PRESCRIPTIVE ROW IDAHO POWER EASEMENT INST. NO. 200301985 �- W. MCMILLAN ROAD - - - - - - - - - - _ N W. MCMILLAN ROAD to W. MCMILLAN R D EGR EGR EGR EGR EGR EGR UP' EGR EG EGREP EG EGR N EGR EGR EGR Nq N _ r'pEGR EGR EGREGR EGR EGR EGREP 5,- - - 70' 70' 70' 70' 80' 79' 70' 70' ' 80' 62 50' 50' 50' 47, 3------------ ----- --- - - ,s'BLOCK 1 - ------------ ------------- ------------- ----------- ----- BLOCK 1BLOCK w 45 0, 9 NOT A PART --------------- ------------------LOCK --------- - ------ -------- --- 26- - - - - - - - -- - -- - -- - - 27 Q 1' 07 �' ® 0 09 10 11 12 13 14 15 7,840 0 I to 6 7,744 7,212 7,700 7,�0o 8,800 8,706 7,700 122' S,97o 28 29 30 31 32 44 7,700 7,666 N '29 6,726 04 5,500 5,500 5,500 6,7oz 43 0 N 5,996 42 o N 5 500 C I , f� 4 0_ 41 I CpO 9 C50 ryo 16 � C57 J 1p' 5,500 O 40 0 63' 37' °' I 5CIS. 0 O I z2' c 70' 70' 4s' e ° s I � o 3t 7s' 70' 70' S a,z6o 5 a C9 39 20 BL K 9 28. °- , ' •. . , - -' - .• � •": si s' 43' 50' 50' o 57 _ 62 I Z cso 1p, 5,500 38 37 so' 6 8 � OC R° W. LOS FLORES ST. - - - h 107' 24 - - - - p, so s0' s,soo 6,271 W. LOS FLORES ST. �• � ,� - _ 33 a�5 cr. - - - , - - - _ s2' 6,327 5 237' - - 125' 112' - c 6,797 W. LOS FLORES DR. 35 0 0 I sz• 36 N 34 ^ 6,443 31 - O 9\ •< � c.> /�ti 10T - � 204 56 C96 - _ 14/_ I A��C� 50' 50 6,100 1 I 6,554 co / - - i� ram. 04\ c 17 100' I 160' a 1 / 7,301 68 v 114' 115' I 115' 3,3 1 s 114' w r� r� 1 1 8 - - - 62 G1� C18 I 113' 2 115' 23 1,6 3 s I ---� 39' 6' I f' I �- _ 111� c'9 rn 2 a N - ' LOS -- 2 0 N57 10 ® � O 14 I 02 14 � �' 115 3 O I O 1 I - - gas' - �0_R� _ 10 ES pR. 30 co 7,824 7,366 3' °�° �° n M __ o I 7,821 7,358 O I 8,046 I !f 1 8 7,727 1 25 I ^ - - ----- N 6,320 O _ 22 18 w 115 Q I 115' Y 115' 115' Y 115' 1 Y11 8,050 w uoi O IQ 119, V 109' 4309 c^i v n N 118' 1 9� 98 F T R G Y W I U 6,440 Y I o) �, 109 U N 3 5 V O W 115' w O O M U U 110' vN I 0 I 8 115" �' m 4,251 1 • 0 m o b - O , 7 416 U 2 U 29 O 3 m ". ^ 03 ^ 13 ^ o Y U 17 M O O - O 1 3 rnl o � 3 1os M I , I O O ., 6,577 5 P R T E 8,510 8 5010 a,C50 8,050 � O �W 7,616 / }251 ^ N N � 6,650 8,05o I_ I Z o 1 g r J I M 4 M 1D9 ,ts' �, 17 bo Z I� IQ O m 21 c a O I 313' 121' 6,273 115' I N 8,050 119' 4,251 i I 115' 115 1 7,360 I m I V Y 109' m 16 115' 109' n ' U 115' Z O I O 115' I iv I 115' ° O I io 1 - �' z „s' I �, 4i'o� oo � 3 � N I 5 7.28 O 28 N I O m- O 25' 0 20 2�0' 7,so2 a 35' 04 ^ ® 12 b I I O ® co 4,25 16 0 N I 7,130 2 ^ 4 ^ 12 7 61 6 11 s' O O 0 80 0 1 5,450 O 109' 5 M I 7,559 8510 $510 I� 8,050 I - � 1 4O 121' ,n 109' 1 115' I _ I I Q 119' rn rn 16� 287' M M 6 102' Y IW 115' 4 251 „5' �w 1 N 19 0 W UI J N I w - Q N TALE ST. �c J _ � 4 0 c0' N to- O o � 27 J u7 115' � o° I I W rn I 115' co U J 4 15 14 O I 1 os' M 3 O Q �Q 7�78 m I O Q co O O 4t1 M� 1 7,502 5,450 Y 5,750 - o b o. 20 O m r°i 7 n 11 109' W 115' 9 � ^ 5 ^ 11 � I O I I O ^ 7 61 6 O N> � � IW I W 5 115' 3 3 sf 115' I 4,251 Q W. QUINTALE ST. 8,0_0 - - =��,rs - ^ ^ 1 1 J 8,050 Q U I 121' M I I U 1ss' O O I m � I O Y a,74o 8,740 O Y „s' ,09' 13 I Mlw o a - - 31 14 26 _ I o Q � � W 115' 115' Q ca°o 19 0 w M ® n m 1U9 1 I N° O - iv I W 5,750 W I Z Y O 21 10 Ix I U co O 5,450 O I 7 378 I I W U 4251 I � 1t5' Z 115' I 1 V �I W 7,820 7,820 I 7,502 109' Q o O Q 102' I Y 115' O J 1 0 r� (� N I� © r, 109' 12 119' m O LO 115' Q I Q 115' 5 ^ 6 8 659 U ,, U I �' O 6,440 � _ a I M g °' 121 Z N I a,osc o O "' 113 I 25 20 O o J n 10 I Z I 4,251 1 Z M O 0 io m Z 2 ro 6 O n w C79 5,450 O U a O Q 8,G50 115' Q r 11 m © N O I 7,130 22 19 sf 7,559 9,200 O 22 '� I m 6 109' V I LLJ rn I CD 115' O . m 1 8 m 22 u \ 7 s 1'01 7,378 I 115' I 02 U 115' Ln I Z 8,029 7,456 I I� M I n - 75 I m b 115' Q115' N O 7,128 o� \ c10 cs 10 M 12t' 12 24 o I Z 7 I 110' 84' Z� �� � �� - - - � _ � _ M V m Q0 5,450 I I 7 342 1 I s' W. M O 1os' 5,750 ^ 1, - ATTAWA DR. _ c 0 z O ---- 1 _ �' O � 8,190 �. O J I u� I 8,050 ^ Q $ M \ I ^ 8,196 6,050 1) V 115' N --. U 0 c 5 C32 C31 C30 / - \ - c�i UO b � 8,840 � • W I sf -- /Rg 17 23 3s �� ,. ; � \I- ` � � 1 1 I o 115' 120' a ' S' O G Q W. M 273' 00 M 121' 5,450 n 23 I ° Io - m 7,914 C34 _ _ - 9,078 29 A - „4' 8 - ------ A-R - - s FT w 1 120 U 'ry 109' 5,750 I 8 $ 115' U ° • sf - - 03 -ST c . 6a 1 26 � 27 M / o ^ 7,305 U / 5 W. MALO AW 42'ST. - -- 64' 64 41 N 6,334 6,573 a3g3• I (�1 5 p \ �j`\ nl 129 1 0 � I 0 22 - 64' 1 - �^ a 25 � ° � - 1 •• ` \ 6,753 I 5.750 I R4 2 � � - 5p, , U 2 32 FEMA FLOOD ZONE 'A�- 6,916,LOCK 2 I2 i 50 0 so - ` 1p9, „s 1 9 4 B 105 I " 64' 16 0,693 95 C94 C93 I5,500g , 0 C 0 O 4j O 15 I � 13 0 14 6,569 � o �} O5 0 9S,�- C42 1 2 7,cn0 O 5 5,500 0 50' 7,549- O 7,040 �! - 0' © o MA p I � . 0 10 0 1 1 7,040 I so, s,5oo - o so, AWq DR �_ �� ESE PHASE 9 7,040 64 62 s,s0c g o MEROENCY ACC E O 74 _ O W I ® oo _ 0 7,040 2 6�� 5p, 5,500 O \ 50' ryp, 71 GR I /� 6,820 7,039 BLOCK _ 0 I o O 64� \ S I - 7 so• - 10 Mq _o 7,917 �� - - I F� c2j 1 --- _ 5;500 ' 11 6 - 00\ cgs c2� 5,500 1 2 O_ ^rol 50' o 6_' - - - - _ _ NF I _ � - � s 8L s,soc 13 6,927 FIVE MILE CREEK - _ 2 C!r 01 9 5O 14 �'\ 's• <v I so 15 6,9\ - \ \ �� MILE 50• 5,998 I - - \ _ CREEK 5p. � I I 181 10 I I P/L P/L - \ ' \ 3 I z 20'-0" - 8" THICK CONCRETE \ - 1 \ I 10'-0" 10'-0" RIBBON CURB (2.0' WIDE) - \ 6" - 3/4" MINUS CRUSHED GRAVEL EXTEND GRAVEL AND PIT SLOPE 2.00% f SLOPE 2.00% RUN 6" PAST CURB. (TYP.) - 1 - \ 1 2 1/2" ASPHALT - \ - EXTEND GRAVEL AND PIT PAVEMENT \ - RUN 6" PAST CURB. (TYP.) \ - STANDARD ROLLED 4" - 3/4" MINUS CRUSHED GRAVEL CURB & GUTTER (TYP.) AS PER 14" - 6" MINUS PIT RUN \ - ACHD SD-702 Parcel Table Parcel Table Parcel Table Parcel Table - - Lot Area Lot Area Lot Area Lot Area 20 RIGHT-OF-WAY N BLOCK 1 Lot 2 7559 N BLOCK 2 Lot 14 7040 N BLOCK 5 Lot 4 7616 N BLOCK 8 Lot 16 5450 TYPICAL ALLEY SECTION PLAT LEGEND N BLOCK 1 Lot 3 8050 N BLOCK 2 Lot 15 6569 N BLOCK 5 Lot 5 7616 N BLOCK 8 Lot 17 6273 NOT TO SCALE < PROPOSED FIRE HYDRANT N BLOCK 1 Lot 4 8046 N BLOCK 2 Lot 17 9078 N BLOCK 5 Lot 6 8659 N BLOCK 9 Lot 2 5500 m1� STREET LIGHT N BLOCK 1 Lot 5 6554 N BLOCK 2 Lot 18 8029 N BLOCK 6 Lot 2 4251 N BLOCK 9 Lot 3 5500 - EXISTING CONTOUR N BLOCK 1 Lot 7 7744 N BLOCK 2 Lot 19 7820 N BLOCK 6 Lot 3 4251 N BLOCK 9 Lot 4 6820 RIGHT-OF-WAY LINE N BLOCK 1 Lot 8 7212 N BLOCK 2 Lot 21 7820 N BLOCK 6 Lot 4 4251 N BLOCK 9 Lot 5 5500 N BLOCK 1 Lot 9 7700 N BLOCK 2 Lot 22 7456 N BLOCK 6 Lot 5 4251 N BLOCK 9 Lot 6 5500 P/L P/L LOT LINE 47'-0" N BLOCK 1 Lot 10 7700 N BLOCK 2 Lot 23 7914 N BLOCK 6 Lot 6 4251 N BLOCK 9 Lot 7 5500 GRAVITY IRRIGATION LINE 7'-0" 33'-0" 7,-0„ g g SEWER LINE N BLOCK 1 Lot 11 8800 N BLOCK 2 Lot 24 10693 N BLOCK 6 Lot 7 4251 N BLOCK 9 Lot 8 5500 w w WATER LINE N BLOCK 1 Lot 12 8706 N BLOCK 2 Lot 25 6916 N BLOCK 6 Lot 8 4251 N BLOCK 9 Lot 9 6820 1-0'5'-0" 16'-6" 16'-6" 5'-0" '-O' P' P' PRESSURE IRRIGATION LINE N BLOCK 1 Lot 13 7700 N BLOCK 2 Lot 26 6334 N BLOCK 6 Lot 9 4251 N BLOCK 9 Lot 10 5500 So So STORM DRAIN LINE 14'-6" 14'-6" - ROAD CENTERLINE N BLOCK 1 Lot 14 7700 N BLOCK 2 Lot 27 6573 N BLOCK 6 Lot 10 4251 N BLOCK 9 Lot 11 5500 N BLOCK 1 Lot 15 7666 N BLOCK 2 Lot 28 6343 N BLOCK 6 Lot 11 4251 N BLOCK 9 Lot 12 5500 ROLLED CURB/GUTTER AND SIDEWALK N BLOCK 1 Lot 16 8260 N BLOCK 3 Lot 2 7824 N BLOCK 6 Lot 12 4251 N BLOCK 9 Lot 13 5500 f- SLOPE 2.00% SLOPE 2.00% -� EP EDGE OF PAVEMENT (NEW) N BLOCK 1 Lot 17 7301 N BLOCK 3 Lot 3 8510 N BLOCK 6 Lot 13 4251 N BLOCK 9 Lot 14 5422 E� EDGE OF PAVEMENT (EXISTING) N BLOCK 1 Lot 18 8050 N BLOCK 3 Lot 4 8510 N BLOCK 6 Lot 14 4251 N BLOCK 9 Lot 15 5998 EGR EDGE OF GRAVEL 4" - 3/4" MINUS CONCRETE N BLOCK 1 Lot 19 8050 N BLOCK 3 Lot 5 8740 N BLOCK 6 Lot 15 4251 N BLOCK 9 Lot 16 6997 CRUSHED GRAVELJ CL SIDEWALK (TYP.) 0 LOT NUMBER N BLOCK 1 Lot 21 7360 N BLOCK 3 Lot 6 9200 N BLOCK 6 Lot 16 4251 N BLOCK 9 Lot 17 6927 4" - 3/4" MINUS CRUSHED 6,500sf LOT AREA N BLOCK 1 Lot 22 6440 N BLOCK 3 Lot 7 8840 N BLOCK 6 Lot 17 4251 N BLOCK 9 Lot 22 5750 PAVEMENASPHALT GRAVEL (COMPACTION REQUIRED) BLOCK 7 BLOCK NUMBER 47' RIGHT-OF-WAY STANDARD ROLLED OR 6" VERTICAL FLOW ARROW N BLOCK 1 Lot 23 6181 N BLOCK 3 Lot 9 8190 N BLOCK 6 Lot 18 4309 N BLOCK 9 Lot 23 5750 CURB & GUTTER (TYP.) AS PER W. ASHTON DR. STREET NAME N BLOCK 1 Lot 24 6797 N BLOCK 3 Lot 10 8050 N BLOCK 7 Lot 2 7416 N BLOCK 9 Lot 24 5750 TYPICAL STREET SECTION PLANS HANDICAP RAMP NOT TO SCALE 10" - 6" MINUS PIT RUN N BLOCK 1 Lot 26 7840 N BLOCK 3 Lot 11 8740 N BLOCK 7 Lot 3 7378 N BLOCK 9 Lot 25 7130 N BLOCK 1 Lot 27 5970 N BLOCK 3 Lot 12 8510 N BLOCK 7 Lot 4 7378 N BLOCK 9 Lot 26 5750 N BLOCK 1 Lot 28 6726 N BLOCK 3 Lot 13 8510 N BLOCK 7 Lot 5 7378 N BLOCK 9 Lot 27 5750 N BLOCK 1 Lot 29 5500 N BLOCK 3 Lot 14 7821 N BLOCK 7 Lot 6 7378 N BLOCK 9 Lot 28 7130 SURVEY LEGEND N BLOCK 1 Lot 30 5500 N BLOCK 4 Lot 2 7366 N BLOCK 7 Lot 7 8196 N BLOCK 9 Lot 29 6650 P/L 57'-0" P/L FOUND BRASS CAP MONUMENT N BLOCK 1 Lot 31 5500 N BLOCK 4 Lot 3 8050 N BLOCK 8 Lot 2 6577 N BLOCK 9 Lot 30 6320 6'-0" 33'-0" 6'-0" FOUND 1/2" IRON PIN N BLOCK 1 Lot 32 6702 N BLOCK 4 Lot 4 8050 N BLOCK 8 Lot 3 7502 N BLOCK 9 Lot 31 6808 N BLOCK 2 Lot 2 7559 N BLOCK 4 Lot 5 8050 N BLOCK 8 Lot 4 7502 N BLOCK 9 Lot 33 6327 1'-0"5'-0" 16'-6" 16'-6" 5'-0"1'-0" SET 5/8" IRON PIN N BLOCK 2 Lot 3 8050 N BLOCK 4 Lot 6 8050 N BLOCK 8 Lot 5 7502 N BLOCK 9 Lot 34 6443 FOUND 5/8" IRON PIN N BLOCK 2 Lot 4 7305 N BLOCK 4 Lot 7 7342 N BLOCK 8 Lot 6 7502 N BLOCK 9 Lot 35 6100 - _- _ PROPERTY BOUNDARY LINE N BLOCK 2 Lot 5 7549 N BLOCK 4 Lot 9 7128 N BLOCK 8 Lot 7 6050 N BLOCK 9 Lot 37 6271 --- - -- SECTION LINE --- SLOPE 2.00% SLOPE 2.00% y N BLOCK 2 Lot 7 7917 N BLOCK 4 Lot 10 6440 N BLOCK 8 Lot 8 6803 N BLOCK 9 Lot 38 5500 - - - - - - - - BOTTOM OF DITCH N BLOCK 2 Lot 8 7039 N BLOCK 4 Lot 11 8050 N BLOCK 8 Lot 10 6753 N BLOCK 9 Lot 39 5500 N BLOCK 2 Lot 9 7040 N BLOCK 4 Lot 12 8050 N BLOCK 8 Lot 11 5450 N BLOCK 9 Lot 40 6820 4" - 3/4" MINUS CRUSHED GRAVEL CONCRETE N BLOCK 2 Lot 10 7040 N BLOCK 4 Lot 13 8050 N BLOCK 8 Lot 12 5450 N BLOCK 9 Lot 41 6820 SIDEWALK (TYP.) REVISED N BLOCK 2 Lot 11 7040 N BLOCK 4 Lot 14 7358 N BLOCK 8 Lot 13 5450 N BLOCK 9 Lot 42 5500 2 1/21, ASPHALT 4" - 3/4" MINUS CRUSHED NO. DATE DESCRIPTION PAVEMENT GRAVEL (COMPACTION REQUIRED) N BLOCK 2 Lot 12 7040 N BLOCK 5 Lot 2 7727 N BLOCK 8 Lot 14 5450 N BLOCK 9 Lot 43 5500 alley Engineering' Inc. STANDARD ROLLED OR 6" VERTICAL N BLOCK 2 Lot 13 7040 N BLOCK 5 Lot 3 7616 N BLOCK 8 Lot 15 5450 N BLOCK 9 Lot 44 5996 CURB & GUTTER (TYP.) AS PER �pNAL F 57 RIGHT-OF-WAY PLANS ��`,) \STF NG/� TYPICAL STREET SECTION 12" - 6" MINUS PIT RUN Qom° �� -RFa ��� CIVIL ENGINEERING I PLANNING I CADD NOT TO SCALE NQT � ) I RiJI, IC7 4242 N.BROOKSIDE LANE TEL 208-938-0013 BOISE, ID 83714 www.baileyengineers.com DRAWN BY:DAB CHECKED BY: DAVID A. BAILEY P.E PROJECT: C2018-007 DATE: 05-13-2019 60 0 30 60 120 6q1/� OF \P\��� 0� 0R E � I NA 0 " A 0� Y 0� � A -F D A.8 SCALE IN FEET GANDER CREEK NORTH SUBDIVISION _ D1" = 60' TRI LOGY DE \/ ELOPM ENT pSHEET- CONCEPTUAL ENGINEERING GANDER CREEK NORTH SUBDIVISION IDAHO POWER EASEMENT 11 1 it INST. N0. 200301985 25' PRESCRIPTIVE ROW II IIII I IIII _ EASEMENT I - ` - - - - - - -- - soF = - -_ � - - - e- - - - -ot - - - - - - I / IDAHO POWER J - - - - - - - - - -- - - - - - - - - - - - - - - - _ '�- II 1 INST. 200301985 �o -- - - - ro-�� - - FP - _ -W-WrP. _ �I�II vow- -ro - _ _ - _ - _ p W W W EP P T Q �;-Yr- - �-W�ER �o A -rr -- SMH _ - - _ W - - W - � - ro - W - - _ W- -- �'=- -w= E�= - - -EP EP W EP � W W --w_. - - - - w - - EPW - - - EP W- -- -W EP W _ P - - EP ___ -__ ___ - - - - - - - - -._-_ - - - - - - - - - _ W. MCMILLAN ROAD -_ - _ -- - - - - - - - - _ w w W _ - -w- -w - w w -W. 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ASHTON DR. STREET NAME C9 812.20 20.00 C34 58.00 40.31 C59 328.50 4.37 C84 21.50 3.58 10'-0" 17'-0" 18'-0"" HANDICAP RAMP C10 812.20 82.24 C35 58.00 30.34 C60 328.50 37.45 C85 21.50 27.17 1.75% -.00 1112 -0 16'-0" 12'-0" 3'-0" 10'-0" t 0.25% GRAVEL 5'-01, 5'-0" C11 50.00 83.99 C36 58.00 33.91 C61 21.50 28.21 C86 71.50 10.04 f 2% SHOULDER C12 50.00 78.56 C37 58.00 42.73 C62 21.50 2.97 C87 128.50 18.05 1'-0 �•1 SOD SIDE SLOPE C13 50.00 71.52 C38 58.00 5.30 C63 21.50 10.17 C88 21.50 27.17 //_� /�, = ONLY (THIS SIDE) i / i SURVEY LEGEND C14 50.00 85.56 C39 58.00 65.51 C64 21.50 28.21 C89 21.50 9.62 4" OF 3 4" BASE - / \L4"' ASPHALT PAVEMENT5' WIDE 5" THICK CONCRETE FOUND BRASS CAP MONUMENT C15 50.00 78.56 C40 58.00 56.39 C65 128.50 27.55 C90 21.50 6.61 SIDEWALK (ACHD SD 709) -3/4" AGGREGATE BASE C16 100.00 14.04 C41 58.00 41.57 C66 71.50 8.63 C91 21.50 27.17 20" -6" PIT RUN FOUND 1/2" IRON PIN C17 58.00 20.57 C42 58.00 60.40 C67 128.50 15.51 C92 673.70 44.32 EXTEND 3/4" MINUS EXTEND 4" MINUS AND 0 SET 5/8" IRON PIN AND PITRUN 6" PAST PITRUN 6" PAST CURB. C18 58.00 43.93 C43 58.00 31.56 C68 71.50 15.33 C93 673.70 53.31 CURB. (TYP.) (TYP.) Q FOUND 5/8" IRON PIN C19 58.00 31.07 C44 58.00 31.35 C69 110.00 0.60 C94 673.70 55.24 6" OF 3/4" PROPERTY BOUNDARY LINE STANDARD VERTICAL CURB & MINUS SHOULDER -- -- -- C20 58.00 31.07 C45 58.00 47.87 C70 110.00 22.98 C95 673.70 54.59 GUTTER (TYP) AS PER ACHD - - - - -- SECTION LINE SD-701 GRAVEL SIDE SLOPES C21 58.00 42.42 C46 58.00 44.77 C71 90.00 10.86 C96 300.00 38.20 ONLY (THIS SIDE) - - - - - - - - - BOTTOM OF DITCH C22 78.50 2.35 C47 58.00 21.06 C72 110.00 13.28 C97 50.00 78.52 C23 58.00 48.62 C48 58.00 58.80 C73 90.00 19.30 C98 50.00 72.50 C24 58.00 33.41 C49 58.00 45.84 C74 840.70 149.97 60' RIGHT-OF-WAY REVISED C25 58.00 33.41 C50 58.00 67.63 C75 271.50 34.57 W/ BORROW DITCH NO. DATE DESCRIPTION NOT TO SCALE S�pNAL FN ailey Engineering, Inc. ��G�STFQ���iJi�t�` CIVIL ENGINEERING I PLANNING I CADD N 4242 N. BROOKSIDE LANE TEL 208-938-0013 BOISE, ID 83714 www.baileyengineers.com DRAWN BY:DAB CHECKED BY: DAVID A. BAILEY P.E. PROJECT: C2018-007 DATE: 05-13-2019 60 0 30 60 120 /pABPX�� CONCEPTUAL E: ill IV EEFRI NG iiiiiiiiiiiiiiiiii SCALE IN FEET GANDER CREEK NORTH SUBDIVISION - SHEET 1 " = 60' TRI LOGY DE \/ ELOPM ENT PEE