Loading...
CC - Street Name Evaluation - Preliminary ADA COUNTY STREET NAME REVIEW Preliminary Plat eX Review Date: January 11, 2019 Final Plat Project Name: Gander Creek PP T/R/S 4N1W32 Parcel Number(s): SO432110450 Project/Plat Applicant: Bailey Engineering, Inc Phone No: 208-859-8252 City/County Agency: Meridian THE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON PLAT W McMILLAN RD N McDERMOTT RD v v v v +� > a a N v v o v Q Proposed Street Names: U Q o ; m Comments Aligns with W Quintale Dr.Both segments don't meander,so keep 1 W ARROYO CREEK ST B St.Change so it reads W Quintale St. 2 N ALAMEDA CREEK AVE X Needs a"N" pre-direcitonal.Sounds like"Beacon". Needs a unique 3 BEEGUM CREEK AVE A E name. 4 N BRANDY CREEK AVE X 5 N CAMP CREEK AVE X 6 N CARMEL CREEK AVE X W COYOTE CREEK ST(west Aligns with W Los Flores Dr.This segment doesn't meander. Keep 7 segment) B post type,so it reads W Los Flores St. W COYOTE CREEK ST (east Aligns with W Los Flores Dr.This segment meanders,so needs to 8 segment) B be Dr.Change to W Los Flores Dr. Duplicate Name,Aligns with W Mattawa Dr.Keep W and Dr,so it 9 W DEER CREEK DR B Clreads W Mattawa Dr. Duplicate Name,Aligns with W Mattawa Dr. Keep W and St,so it 10 W DEER CREEK ST B C reads W Mattawa St. 11 N GLASSFORD AVE X 12 N GOSPEL CREEK AVE X 13 N JARBRIDGE AVE E Meant Jarbidge?Needs correct spelling 14 N McCROSSON AVE X 15 N PALE CREEK AVE X 16 N SCENIC WAY B C Name already exists.Aligns with Glassford 17 N WOOLEY CREEK AVE X PLEASE MAKE THE FOLLOWING CHANGES OR CORRECTIONS Please change W ARROYO CREEK ST to W QUINTALE ST Please replace BEEGUM CREEK AVE to a UNIQUE NAME with a "N" PRE-DIRECTIONAL Please change W COYOTE CREEK ST to W LOS FLORES ST Please change W COYOTE CREEK ST to W LOS FLORES DR Please change W DEER CREEK DR to W MATTAWA DR Page 1 of 2 Please change W DEER CREEK DR to W MATTAWA ST Please replace N SCENIC WAY with N GLASSFORD AVE Please correct N JARBRIDGE AVE to N JARBIDGE AVE NOTE: If there are corrections and changes recommended,please make these changes on the subdivision plat and resubmit to the Ada County Assessor. A final review with no changes required and the matching plat must be presented to the Ada County Surveyor at time of recording. Codes/criteria regarding denial A Sounds like an existing street B Alignment with existing street C Duplicate street name within Ada County D Street name exceeds 13 letters E Other The overall final street names are subject to change at Final Plat phase levels due to design changes,time constraints and or previous recorded plat street alignments. Page 2 of 2 STREET NAME REVIEW APPLICATION Please attach o legible copy of plot or site plan with the application and submit directly to:Ada County Assessor-190 E. Front Street, Boise, 1D 83702, Email:streetnamemail@adacounty.id.gov Applications will be reviewed in the order in which they are received Application Date 01-08-2018 Review Needed By Project/Subdivision Name lGander Creek PP and Final Preliminary Plat ✓ Final Plat Type Of Dweiiing(s)/Structure(s) Proposed Single family �✓ Multi--Family Other El I'm Applying To: 0 Name New Public or Private Street(s) Change Existing Street Name Existing Street Name Number Of New Public Streets Proposed 19 Number Of Private/Changed Streets Proposed (Please Attach Plat/Plan) (Please Attach Plat/Plan) Private/Changed Street Names Choices 1st Choice 2nd Choice 3rd Choice 4th Choice Applicant Information Company/Firm Name: Bailey Engineering, Inc Applicant Type: Architect Developer Engineer P&Z Dept. Contractor Owner ❑ ❑ 0 ❑ ❑ ❑ Agent/Contact Name: Aj Lopez Phone: 208-859-8252 Email: ajlopez@baileyengineers.com Subject Property Information Township Range Section Location/Street Address 4725 N. McDermott Dr. 4N 132 Parcel Number(s) IS0432110400 SO432110450 Owner Information Same As Applicant? No �✓ Yes Owner Name/Company Trilogy-Shawn Brownlie Phone 208-860-8371 Address 19839 W.Cable Car Ste. 101 City Boise State ID Zip 83709 Street name reviews will be completed within 2 to 3 weeks of receipt of application. Completed reviews will be uploaded to the following Ada County Assessor link: htt s:Hadacount .id. ov/Assessor/Land-Records/Street-Namin -and-Addressin Ada County Assessor-190 E.Front 5t.,Suite 107,Boise,ID 83702 - Phone:208-287-7273 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 m 1 1 1 1 1 1 1 O -+--- — —J-- =_—_--_J_-- -- -----�--�— --�--� - -- -- ----- --�— --�— — 1 �7- O1 1 1 1 1 1 1 'W Ledge od Lane r' 1, Section: 29 ; Section: 28: 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 co r _ ' ; NOT A PART -• - ' 1 _ 1 , 1 - W,McMillan W McMillan Road W McMillan_Road McMillan Road J---- 1 1 1 •-•1 --• 1 , T W Los ' ;� 1 0 NOT A PART � _ 'Y --L°S \ores Drive E 1 1 m �y F c Flores Street ;4N1W o d c y > ; m;� m m a Q W ��1m W Quintale Drive ,pred�4`� 92o W 1 1 1 1 Z Z Q T O a ; gi Matta prive yC W Mattaw Z ; o e prive d d ,•--•-1^?, _ ,�pr ; Z U C Z a �!1 ^d�a 3 N 1 1 1 - — N-Patimos�, rhrhoryq— _ Rio,--- .prive .-•�Z Q- Avenue; Drive m Q� ; WAl �90 ; o ; ; na Drive 0 3 1 •_ 1 ; � 1 W �r W Lesina Street :Se 1 W Grand W Grand ' ; Rapids Street , 1 1 1 , , , 1 , Rapids; _-_ x. Section: 33, Street' w�a - --�— -- ------�--�— — --�-- 1 1 1 1 1 1 1 1 • \2Y pian) 1 1 1 1 1 1 1 1 and C 1 1 1 1 1 1 1 1 --i ; Lane 1 1 1 1 1 1 1 1 1- 1 1 1 1 1 1 1 1 1 1 1)- 1 1 1 1 1 1 1 1 m O O E 1 1 1 1 1 1 1 1 1 1 1 1 Z W Becky Drive ' 1 1 1 This map is made from data copyrighted by Ada County.Ada County shall not be liable for ADA COUNTY ASSESSOR -inaccuracies or misuse of this map Maps land Land Records DiNsion 1 inch - 800 feet bearing this disclaimer may be photocopied freely. Geographic Information Systems However use in any digital form requires the 190 E.Front Street,Ste.107 _i n permission of Ada County, Boise,ID 83702 PRELIMINARY PLAT GANDER CREEK SUBDIVISION SO429438725 12"CMP SO429427800 SO429440000 BENTLEY R DEAN N.INV=2517.44 DBSI MCMILLAN ROAD UNITS LLC 2' BARREL USED TO S.INV=2516.01 18"RCP 15 CMP BASIS OF BEARING CONNELLY W.INV=2525.22 FACILITATE 10"GATED PIPE " N.INV=2521.70 , „ , JAMES M E.INV=2525.59 10 PVC GATED PIPE \ TOP=2524.21 15 CMP S.INV=2521.74 N89 22 01 W 2642.73 II IN I EPI I v v E.INV=2519.39 W.INV=2519.14 IDAHO POWER EASEMENT 12"PVC lil 12"CMP I 1 111111 S.INV=2518.50 E.INV=2519.10 III NO. 200301985 W.INV=2521.71 CONCRETE DITCH 15'RCP 15 CMP \ OP I - - - - - - - - - - 25' PRESCRIPTIVE ROW W.INV=2518.50 i - _ _ E.INV=2521.99 11 N.INV=2518.90 W.INV=2524.16 W.INV=2524.56 15 RCP PUMP HOUSE 111 111 h - - - _- - - - _ - --- - - „P - - - - - - _ ` - - a --_ _ _____ -_ __ _ _ ___________________ - _ - - _ - 1� S.INV=2519.57 E.INV=2524.25 E.INV=2524.71 N.INV=2524.90 15"CM -CONCRETE DITCH IDAHO POWER EASEMENT EP EP FP EP EP P - - - - -EP� EP F EP - -- - - �� ---%_ P=__ - -P = _ - - =P- - _ _ �Pjs - - - - - - - -_ -- - _ S.INV= _ INSTR. N0. 200301985 25 PRE - - �P z�P � - -- -- -- -- -- -- EP EP EP EP EF- - - - - EP - - - - -EP - - - EP - - - - - - P P - - - -- - --�6P oP _ _ _ _ - o� - E.INV=2525.103 PRESCRIPTIVE ROW 1 - P J � 11pII - - -_ __ �+ • f ff f EP EP EP - J - - EP EP W. MCMILLAN ROAD -- -- -- -- - -- -- -- -- -- -- -- � _ - - _ - - __ __ __ 89 22 01 E 1942.73 EP - - \ - - N W. MCMILLAN ROAD1321.26' - _ - - - _ -,--- -- - _ -- - EP E _ -- - - _ - - - - - - - - - - - - rn-= --�,' --- ---- - -E(i� GR- E6R- EGR EGR - - - - - -- - - 7 T - --- 621.4T �A - - - 01~- - - 0.00__ P EP N89.22' W �P EP P P FP _ EP EP E _ -- - - - EGR EGR EGR- - - -- _ N D - - 150.00 -- - - - N FP -- - - - - - - W. MCMILLAN R _ S89 22 01 E 55 EGR EG EGR - EGR EGR _- EGREP 0 - - 1 - - - _- - - - _- - - - - - 70' 70' 70' 70' 70' 60' - - - oP - ~- - -- - - ------------ ---------- ----- BL��.'K- - Q -- - BLOCK ---5-�o�----- 64� ao' - - 50' so' h 1 I I I 7 �z / W 1a' S' 46 13.6' OP- ----------------------- / ---- ------- ----------- ------------------- -BLOCK--- -5-- -----w- ---- 45 0, 9/ 3 /T�T/Tl/T/7l/T/7T/ 1 --------- -- L((�CIF --t0---- --- ���lT/J� �'i II 32 B I111 wx�i// 1 4 / \ HOUSE - - -- - -- -1 - - - - -- - -- - -- - -- - -- - - - II 0 01 ® Q 1 0 1 1 1 2 o U�I� 2 0 3 / o III a I�� IIIIIIII /� Q o O O 7,840 15 0 0 0 111 I I 1 0 \ �1��1�11�1��1�1 �1' M ✓ 6 7 744 7,2,2 7 700 A 5,970 6 7 1 o c6 �11��11�i 1�11�ii 1/ IIIII I 7,700 7,700 / 7,650 / 7,637 6,815 / 122' 0 8 19 I I 20 44 o SEPTIC I o 1 I II III o A x v I� IIII 6,726 s,soo s,soo 5, 6 702 � / J i � W I I I I I� O ' W / W / / 9 1 N 5,996 5,50C 42 O N / • f n • f IIII o S89 22 01 E 150.00 , IIIII�� _ / III I (n41 1 6 37' ✓ s,5ao I c1 / 22 70' 70' 49' - � 21' 7 C100 V � C97 � /� �� / ® 111 III ¢ � - 40 I 24 / I / O 111 IIIIIIII 6,a2o 39 x \ E IIII 8,260 6 �s 0 I 162' - 0,0� �� 85. 43' S0' 50' III 62' C49 6,820 / 5,500 38 x- - C/r, / III 57 z I Z 10, ^ 37 A ' I 50' 5,500 1 III W. COYOTE CREEK ST. ��' \ 107' 1 2 - so' 6,27� ( - - - - - - - /// W. COYOTE CREEK �' I 3 3 K ST �- 1 2�� 1,2' �. 6,797 � W. COYOTE CREEK ST. _ � _ I III11 - - - � i_ _ _ _ _ �2 62 I ° 35 o 134 � � 6,327 0 - 07 204 6' C1 - 50' 6,100 W i � 31 �6 / \ 6,554 50' J IIIII IIII _ ,11 100' � � I � 7� -�+a�, 5T II \ � 6,808 I III 3 R H W I 1 / 7,301 \ i III 14' 3,3 1 sf 5 62' o c51 w III III � 113' i o �\ � 3' 115' 3,3 1 sf / 114' � �_ I 7�58' _ - aI N o T 1 � ' s ' ' o �3, N v _ / yT �%// � I I �0- CREEK 3 III I / / 6,181 1g' � _ 0 235' - bo 4 � � 1 4 Q �// 1 4 s' 2 IIIII _ 30 III III w G ,824 7,821 / 7,366 7 358 3' \ in 2 IIII 1 rr I 8,046 1 0 6 7,143 I 45 I � V 6,320 I IIII - - - / / o IIII 1 98' / IIIII Q - \ Q 8,050 � 1 b 0 1 110' v 115' 15' 1 15' 1 i IS I 15' / I 0 1 I w � ^ N N 77 I I / I / k 8' a \ / 4 2 I Y \ 6,440 Y IIII 05 3 I U w / I 11 v I s' I I Y w o / �'� I Y W ifl 115' W 1 4 951 liI �/ c° Ln � I ' O m %// 3 1 3 o U U 1 6,856 Q � 3 0 r, 1 3 l I I I / / I I I � I � � � � I III 6,577 8,050 I I a I 6,650 O Q � / �W N W a,51 o a,510 %/ / a,oso p 7,04o III 41,8 5 ➢10' / v� 1 7 a,oso z / I � � z 7 g Q A 4 IIII ?' IIII 5 , 115' Q I m8,050 0 O 6- I 0' \ 4, 9� 313 121' 6,273 I � 115' 115' I co 7,360 1 5' 1 I 09' / 115' 115' 115 / / I / m \ I I b ��, o N 1 - - 1w 11 3 J N / 5' I 61 �) N i A z 1 88 ao QQ III % 28 N �iT TTiT / / Q Rg 6�20 V �25' / o o a 7,502 o/ 0 4 � I sl I 16 35' - � ( / � '� ® � 2 � �Y I I I A � � 7,130 ✓ s I I 2 4 12 // 7,040 W � 110' � O c° � O � •I 8 050 1 � � 1 5' �i 5,450 / W I cf I w \ / 8,050 __ III 115' i� 7,559 a,slo � �I �p ��I I _ III � � 8,510 / / (� 14 8595 I I I 121' rn 109' O� �9- I ///// Q I - -1 - - 28/' 1_ M 6 I • 02' - - - - -fir p� - 110' III I I a� rn w� 115' s W. ARROYO CREEK ST. Y 4' II 1 4 N o IIII 27 115' 0 o w 1 w / c� c� 4 1 5 1 I I / 14 0 m � /// � 1 _ p �W I I �I � '� r` 6,a2o � I Q LLJ 01 1 /// / (� / (� m m 4,8g5 1 7,502 5,450 IIII - Y 5,750 z• � � //// / 0 20 I 7 1 5 115' �11U1 I I Q 8 1 1 7,040 � I o 09 I w / I p W. ARROYO CREEK ST- - w 5' 3 3 sf 115' i 4, w I - - - 5� 1 1 /// JI / a,o5o 8,050 � �Q I � 121' I / W 99 M 8,740 8 7040 / / / 0 L, I 110' I 1 3 1 , �I Y I II I �7 / / w III 4, s w 14 I / II CV w lh / // 11 s 11 s 1 9 21 w 8 I / 88 I �5 L 1X IIII W 0 5,750 II N O 1 // z Y 0 o 0 V 0 5,4� '� a W � V 4� 6,820 � � � I I� � 115' � � z C 115' � 1 V wl W 7,820 7,820 I � / I� 7,502 109' � Q 0 Q � 102' / I o IJ ° © I II 2 0' a Q V1 I Q _ _ - - - - - - - - b m 0 5' C4 15' Q 8,026 I I 4, 5 / - - - - I / / I 18� c.� I I - U O 6,440 d III 121 \ _ 0 z -10 o // a I a,05o I p I I 9 I _ _ __ 13 1111 0 1 z 25 'N 1 9 I N 0 Q 00 © m //// 100 115' Q V z 4'� N N 1 5,450 �1 7,130 % �I Q 7,559 W 9,200 // 8,050 0 � Q 1 I O o © 09' N II 0 7 m 4 09 6 820 115'� 8 0 15' �) 5 � I i r� 2 L I rn / m I o 05 2 ' 7,502 I V 115' / Ln 8,029 7,456 c I 110' 1 1 I 0 115' � � � O � � 11 I I 2 �- 1 Q 11s' 7 I 7,12a ma's c11 „ 0 O 1 // -- 10 I 12r 0 24 i z � I j// I o o' 84' 2• - - _ _ 1I� v o� 5,450 111 O i iii i rT,li j ICI 7,342 1 116' W _DEER CREEK DR. 111 _ 8 48?5 O 109' III I 5,750 4 Q9 W 7 8,190 N 113' I \ I 0 7 m `nl 7 Y I � I 115' 8,050 8 0 - --- 6,050 C85 C84 C83 � _ � 7,685 8,840 � _ A, A � 23 8 _ �" � III i' I � 7 & 86 \ m � � IIII 1 � 1 0 - ✓ III � 115' 120' I co � - � G � I - 273, � � 121' � 5,450 1 v> 2 3 � 9,07a 7,914 Cal W DEER 7,7' 6 11111 V III' W ` d 14' _ �i � � I I 5 CRE _ v�l cv c� 109 5,750 I I I r 8 o _ W DEER CREEK STD --- �� 3 R- - 8 --- - 0 27 0 Sp V 6,803 1 \ I IIII K 1,5' \ I �111� K ® - z1' 6 778. 2 6 O 2 8 I V 62, 0 111 I \ III i �{ w I 42 64 C 6,573 - u> 129 1 0 `f o / o "/ C 7,305 / - - 64' 08 �� 6,334 6,3�F3' W 50, �V� 0 III O / 22 n IIII U I CREEK ST. 6¢ / ^ 24J - V 1 �� _ 6,753 IIII I 5,750 I 11 �Z � -- /// W DEE sf O o �\ _ 9 III I 115' I I� 32' I' 05' / \ --- %� - FEMA FLOOD ZONE 'AT- / 6.916 2 / s^ I �� 1 6 BLOVI� / 2 5,500 O �0' \` I � 709' 64, 15 10 693 Cl7 C126 C128 I 5,500 50`` \ I " I _ 0 6 J_ o �246' 1 � 0 13 ® � 6,a2o � 5 / � \ III o z 5 0 �,0i.0 98' / 1 2 ----- 1 �1 I so 6 _ D 7,549� 0 / 0 1 1 - - - - _--- - ___ =__� _ � i sp �� s,soo 0' 5 7,040 7,040 _ --_- - - - - - - - _ =_ 5,500 �R. 1 1- _ _ _ \T // / // O 7,040 6s� R I- \� I �__ 62 ® 0 ® 7,040 64' - -_ - ___- - EGR _- _ �_ 5,500 O Sp' 1 " �LOC 2 �- - EGR / / EGR _ 522'FZ- -B- - - - I E R \ �_ 5p J C 770 7,039 o 7 64' - - ���_ - EGR / EGR 1 2 � - - O / _ _ �y�� - - _ -�_�- - EGR - - - - - ��_ EGR _ _ \ 5p' S,20C ` GSS III I 6 / _s'=r�-�- - GR EGR - -__ _ -______ -2511 - - -�_ _� _ \ cGR - _ �_ \ _ - 00 C59 1 7 _ _ _ _ __ -_\ _ I 6� _ _ _ - EGR E / �_ _��_ _-_ �....;.- _ Sp' O I O- - _ 64 - - -____-- ECR - TS3S _ _-__- �_ �����TGB - - _ _ ? 27 - - --_ - - EGR K -TeB - - - - r' = 6 BLQ 5,500 I -- CREEK - _ - - - - - 2' - - I EE EGR _ -_- ___---_-- - - - _ _ O '\ _ _ _ _ _ _ _ _ _ 55 '� O �� I _?_- - - -_- EGR NINEMLE{ � -- - -- - - 1Q ��oo �50, � . - - - - =- �j � 6 9 \ _ --= E EGR - _ ' - r f EGR - - - - - --�_�� \ - �- - -- EGR ��-� � �=-E�-. -- �� _ �\ �� � �� - �R \ \ - \ 50 22 09 � � II 36 RCP INV=2508.23 _ 16 \ G4 L C EGR -_- - - W/ HEADGATE _ - =T _ - - _ - - _ SHED _____ �s•4 EGR - - -- -- - _ _ _ _ _ - �� \�\ _ \ 5.998 6,9 a I III \ - � - ���� \ _ a 50' - „[� - ECRU i \ �� @ \ EGR 3 I� _ - - - EGR E - ���� ����•T f ` II / 9� 0 U H 0 ' GR 3 -_EGR i � � SHE - - - _ -- � H UN 1 d T C R C E U EG10 R \ \ I EGR X _ _ M _ __ ___ EGR _ III B � I R � � CHLINE _ - _ R ECR3-� SEE SHE �G� EGR i EGR-J- \ Parcel Table Parcel Table Parcel Table Parcel Table Parcel Table Parcel Table Parcel Table Parcel Table Parcel Table Parcel Table _ - -_- \\ \ r, Lot Area Lot Area Lot Area Lot Area Lot Area Lot Area Lot Area Lot Area Lot Area Lot Area = B P IIII 1 N BLOCK 1 Lot 1 OPEN 25821 N BLOCK 3 Lot 6 9200 N BLOCK 6 Lot 4 7040 N BLOCK 10 Lot 2 5500 S BLOCK 1 Lot 5 OPEN 47090 S BLOCK 2 Lot 22 4400 S BLOCK 3 Lot 12 5750 S BLOCK 5 Lot 7 4028 S BLOCK 8 Lot 1 OPEN 2624 S BLOCK 9 Lot 12 4022 P/L P/L ' L1 47'-0" C N BLOCK 1 Lot 2 7559 N BLOCK 3 Lot 7 8840 N BLOCK 6 Lot 5 7040 N BLOCK 10 Lot 3 5500 S BLOCK 1 Lot 6 5500 S BLOCK 2 Lot 23 4400 S BLOCK 3 Lot 13 5750 S BLOCK 5 Lot 8 4028 S BLOCK 8 Lot 2 OPEN 8253 S BLOCK 9 Lot 13 4296 7'-0" 33'-0" 7'-0" N BLOCK 1 Lot 3 8050 N BLOCK 3 Lot 8 OPEN 3400 N BLOCK 6 Lot 6 8026 N BLOCK 10 Lot 4 6820 S BLOCK 1 Lot 7 5500 S BLOCK 2 Lot 24 4400 S BLOCK 3 Lot 14 5750 S BLOCK 5 Lot 9 4028 S BLOCK 8 Lot 3 6820 S BLOCK 9 Lot 14 OPEN 3122 N BLOCK 1 Lot 4 8046 N BLOCK 3 Lot 9 8190 N BLOCK 7 Lot 1 OPEN 91765 N BLOCK 10 Lot 5 5500 S BLOCK 1 Lot 8 6820 S BLOCK 2 Lot 25 4400 S BLOCK 3 Lot 15 6328 S BLOCK 5 Lot 10 4028 S BLOCK 8 Lot 4 6820 S BLOCK 10 Lot 1 OPEN 3672 -0"5'-0' 16'-6" 16'-6" N BLOCK 1 Lot 5 6554 N BLOCK 3 Lot 10 8050 N BLOCK 7 Lot 2 4095 N BLOCK 10 Lot 6 5500 S BLOCK 1 Lot 9 6820 S BLOCK 2 Lot 26 4400 S BLOCK 3 Lot 16 5500 S BLOCK 5 Lot 11 4048 S BLOCK 8 Lot 5 6654 S BLOCK 10 Lot 2 4181 PLAT LEGEND 14'-6" 14'-6" N BLOCK 1 Lot 6 OPEN 10449 N BLOCK 3 Lot 11 8740 N BLOCK 7 Lot 3 4095 N BLOCK 10 Lot 7 5500 S BLOCK 1 Lot 10 6820 S BLOCK 2 Lot 27 4400 S BLOCK 3 Lot 17 5500 S BLOCK 5 Lot 12 OPEN 1713 S BLOCK 8 Lot 6 6820 S BLOCK 10 Lot 3 4016 4 PROPOSED FIRE HYDRANT N BLOCK 1 Lot 7 7744 N BLOCK 3 Lot 12 8510 N BLOCK 7 Lot 4 4095 N BLOCK 10 Lot 8 5500 S BLOCK 1 Lot 11 6478 S BLOCK 2 Lot 28 5720 S BLOCK 3 Lot 18 5500 S BLOCK 6 Lot 1 7690 S BLOCK 8 Lot 7 6820 S BLOCK 10 Lot 4 4456 STREET LIGHT N BLOCK 1 Lot 8 7212 N BLOCK 3 Lot 13 8510 N BLOCK 7 Lot 5 4095 N BLOCK 10 Lot 9 6820 S BLOCK 1 Lot 12 6992 S BLOCK 2 Lot 29 4400 S BLOCK 3 Lot 19 5500 S BLOCK 6 Lot 2 5500 S BLOCK 8 Lot 8 5964 S BLOCK 10 Lot 5 4517 f- SLOPE 2.00% SLOPE 2.00% EXISTING CONTOUR N BLOCK 1 Lot 9 7700 N BLOCK 3 Lot 14 7821 N BLOCK 7 Lot 6 4095 N BLOCK 10 Lot 10 5500 S BLOCK 1 Lot 13 10209 S BLOCK 2 Lot 30 4400 S BLOCK 3 Lot 20 5505 S BLOCK 6 Lot 3 5500 S BLOCK 8 Lot 9 6820 S BLOCK 10 Lot 6 4001 RIGHT-OF-WAY LINE N BLOCK 1 Lot 10 7700 N BLOCK 4 Lot 1 OPEN 3321 N BLOCK 7 Lot 7 4095 N BLOCK 10 Lot 11 5500 S BLOCK 1 Lot 14 5645 S BLOCK 2 Lot 31 5720 S BLOCK 3 Lot 21 5973 S BLOCK 6 Lot 4 6820 S BLOCK 8 Lot 10 6820 S BLOCK 10 Lot 7 4000 LOT LINE 4" - 3/4" MINUS CONCRETE N BLOCK 1 Lot 11 7700 N BLOCK 4 Lot 2 7366 N BLOCK 7 Lot 8 4095 N BLOCK 10 Lot 12 5500 S BLOCK 1 Lot 15 6742 S BLOCK 2 Lot 32 4400 S BLOCK 3 Lot 22 5988 S BLOCK 6 Lot 5 5500 S BLOCK 8 Lot 11 6820 S BLOCK 10 Lot 8 4001 CRUSHED GRAVEL CL SIDEWALK (TYP.) ' ' GRAVITY IRRIGATION LINE N BLOCK 1 Lot 12 7650 N BLOCK 4 Lot 3 8050 N BLOCK 7 Lot 9 4095 N BLOCK 10 Lot 13 5500 S BLOCK 1 Lot 16 6930 S BLOCK 2 Lot 33 4400 S BLOCK 3 Lot 23 OPEN 3600 S BLOCK 6 Lot 6 6820 S BLOCK 8 Lot 12 6820 S BLOCK 10 Lot 9 4000 4" - 3 4" MINUS CRUSHED • • SEWER LINE 2 1/2" ASPHALT / N BLOCK 2 Lot 1 OPEN 11396 N BLOCK 4 Lot 4 8050 N BLOCK 7 Lot 10 4095 N BLOCK 10 Lot 14 5422 S BLOCK 1 Lot 17 6810 S BLOCK 2 Lot 34 5720 S BLOCK 3 Lot 24 5924 S BLOCK 6 Lot 7 5500 S BLOCK 8 Lot 13 7260 S BLOCK 10 Lot 10 4001 PAVEMENT GRAVEL (COMPACTION REQUIRED) w w WATER LINE 47' RIGHT-OF-WAY STANDARD ROLLED OR 6" VERTICAL PRESSURE IRRIGATION LINE N BLOCK 2 Lot 2 7559 N BLOCK 4 Lot 5 8050 N BLOCK 7 Lot 11 4095 N BLOCK 10 Lot 15 5998 S BLOCK 1 Lot 18 OPEN 3075 S BLOCK 2 Lot 35 4400 S BLOCK 3 Lot 25 5750 S BLOCK 6 Lot 8 5500 S BLOCK 8 Lot 14 6600 S BLOCK 10 Lot 11 4000 CURB & GUTTER (TYP.) AS PER TYPICAL STREET SECTION PLANS so so STORM DRAIN LINE N BLOCK 2 Lot 3 8050 N BLOCK 4 Lot 6 8050 N BLOCK 7 Lot 12 4095 N BLOCK 10 Lot 16 6997 S BLOCK 1 Lot 19 6820 S BLOCK 2 Lot 36 4257 S BLOCK 3 Lot 26 5750 S BLOCK 6 Lot 9 7739 S BLOCK 8 Lot 15 7306 S BLOCK 10 Lot 12 4000 10" - 6" MINUS PIT RUN - ROAD CENTERLINE NOT TO SCALE N BLOCK 2 Lot 4 7305 N BLOCK 4 Lot 7 7342 N BLOCK 7 Lot 13 4095 N BLOCK 10 Lot 17 6927 S BLOCK 1 Lot 20 6930 S BLOCK 2 Lot 37 4670 S BLOCK 3 Lot 27 5750 S BLOCK 6 Lot 10 OPEN 2995 S BLOCK 8 Lot 16 7260 S BLOCK 10 Lot 13 4031 ROLLED CURB/GUTTER N BLOCK 2 Lot 5 7549 N BLOCK 4 Lot 8 OPEN 3312 N BLOCK 7 Lot 14 4095 N BLOCK 10 Lot 18 OPEN 7433 S BLOCK 1 Lot 21 6742 S BLOCK 2 Lot 38 6130 S BLOCK 3 Lot 28 5732 S BLOCK 6 Lot 11 4998 S BLOCK 8 Lot 17 5828 S BLOCK 10 Lot 14 OPEN 2613 AND SIDEWALK EP N BLOCK 2 Lot 6 OPEN 9754 N BLOCK 4 Lot 9 7128 N BLOCK 7 Lot 15 4095 N BLOCK 10 Lot 19 OPEN 36777 S BLOCK 1 Lot 22 5645 S BLOCK 2 Lot 39 OPEN 52647 S BLOCK 4 Lot 1 OPEN 5693 S BLOCK 6 Lot 12 4400 S BLOCK 8 Lot 18 6820 S BLOCK 11 Lot 1 OPEN 2370 EDGE OF PAVEMENT (NEW) N BLOCK 2 Lot 7 7917 N BLOCK 4 Lot 10 6440 N BLOCK 7 Lot 16 4095 N BLOCK 10 Lot 21 OPEN 8226 S BLOCK 1 Lot 23 10209 S BLOCK 2 Lot 41 OPEN 20267 S BLOCK 4 Lot 2 5500 S BLOCK 6 Lot 13 4400 S BLOCK 8 Lot 19 6529 S BLOCK 11 Lot 2 4056 EP EDGE OF PAVEMENT (EXISTING) N BLOCK 2 Lot 8 7039 N BLOCK 4 Lot 11 8050 N BLOCK 7 Lot 17 4095 N BLOCK 10 Lot 22 5750 S BLOCK 1 Lot 24 6992 S BLOCK 2 Lot 42 5914 S BLOCK 4 Lot 3 6077 S BLOCK 6 Lot 14 4400 S BLOCK 8 Lot 20 OPEN 11761 S BLOCK 11 Lot 3 4028 EGR EDGE OF GRAVEL N BLOCK 2 Lot 9 7040 N BLOCK 4 Lot 12 8050 N BLOCK 7 Lot 18 4152 N BLOCK 10 Lot 23 5750 S BLOCK 1 Lot 25 6478 S BLOCK 2 Lot 43 5617 S BLOCK 4 Lot 4 6151 S BLOCK 6 Lot 15 4455 S BLOCK 8 Lot 21 7490 S BLOCK 11 Lot 4 4028 P/L 57'-0" PAL Q LOT NUMBER 6,500sf LOT AREA N BLOCK 2 Lot 10 7040 N BLOCK 4 Lot 13 8050 N BLOCK 8 Lot 1 OPEN 6756 N BLOCK 10 Lot 24 5750 S BLOCK 1 Lot 26 6820 S BLOCK 2 Lot 44 5496 S BLOCK 4 Lot 5 6151 S BLOCK 6 Lot 16 4853 S BLOCK 8 Lot 22 8210 S BLOCK 11 Lot 5 4028 6'-0" 33'-0" 6'-0" BLOCK 7 BLOCK NUMBER N BLOCK 2 Lot 11 7040 N BLOCK 4 Lot 14 7358 N BLOCK 8 Lot 2 6856 N BLOCK 10 Lot 25 7130 S BLOCK 1 Lot 27 7214 S BLOCK 2 Lot 45 5500 S BLOCK 4 Lot 6 5816 S BLOCK 6 Lot 17 5942 S BLOCK 8 Lot 23 6673 S BLOCK 11 Lot 6 4028 FLOW ARROW N BLOCK 2 Lot 12 7040 N BLOCK 5 Lot 1 OPEN 21806 N BLOCK 8 Lot 3 6820 N BLOCK 10 Lot 26 5750 S BLOCK 1 Lot 28 7245 S BLOCK 2 Lot 46 5500 S BLOCK 4 Lot 7 5500 S BLOCK 6 Lot 18 OPEN 42231 S BLOCK 8 Lot 24 6820 S BLOCK 11 Lot 7 4028 1'-0"5'-0" 16'-6" 16'-6" 5'-0"1'-0" W. ASHTON DR. STREET NAME HANDICAP RAMP N BLOCK 2 Lot 13 7040 N BLOCK 5 Lot 2 7637 N BLOCK 8 Lot 4 6820 N BLOCK 10 Lot 27 5750 S BLOCK 1 Lot 29 7708 S BLOCK 2 Lot 47 5500 S BLOCK 4 Lot 8 5490 S BLOCK 6 Lot 19 4526 S BLOCK 8 Lot 25 6820 S BLOCK 11 Lot 8 4028 14'-6" 14'-6" }/ N BLOCK 2 Lot 14 7040 N BLOCK 5 Lot 3 6815 N BLOCK 8 Lot 5 6820 N BLOCK 10 Lot 28 7130 S BLOCK 2 Lot 1 OPEN 23366 S BLOCK 2 Lot 48 5500 S BLOCK 4 Lot 9 OPEN 3075 S BLOCK 6 Lot 20 4400 S BLOCK 8 Lot 26 6820 S BLOCK 11 Lot 9 4028 N BLOCK 2 Lot 15 6569 N BLOCK 5 Lot 4 8260 N BLOCK 8 Lot 6 6820 N BLOCK 10 Lot 29 6650 S BLOCK 2 Lot 2 OPEN 6830 S BLOCK 2 Lot 49 5500 S BLOCK 4 Lot 10 5500 S BLOCK 6 Lot 21 4400 S BLOCK 8 Lot 27 6820 S BLOCK 11 Lot 10 4028 �- SLOPE 2.00% SLOPE 2.00% N BLOCK 2 Lot 16 OPEN 12588 N BLOCK 5 Lot 5 7301 N BLOCK 8 Lot 7 7685 N BLOCK 10 Lot 30 6320 S BLOCK 2 Lot 3 5500 S BLOCK 2 Lot 50 5500 S BLOCK 4 Lot 11 5500 S BLOCK 6 Lot 22 4400 S BLOCK 8 Lot 28 6820 S BLOCK 11 Lot 11 4050 SURVEY LEGEND N BLOCK 2 Lot 17 9078 N BLOCK 5 Lot 6 8050 N BLOCK 9 Lot 1 OPEN 3521 N BLOCK 10 Lot 31 6808 S BLOCK 2 Lot 4 5500 S BLOCK 2 Lot 51 5500 S BLOCK 4 Lot 12 5493 S BLOCK 6 Lot 23 4400 S BLOCK 8 Lot 29 5503 S BLOCK 11 Lot 12 OPEN 4673 N BLOCK 2 Lot 18 8029 N BLOCK 5 Lot 7 8050 N BLOCK 9 Lot 2 6577 N BLOCK 10 Lot 33 6327 S BLOCK 2 Lot 5 5500 S BLOCK 2 Lot 52 5500 S BLOCK 4 Lot 13 5650 S BLOCK 6 Lot 24 4400 S BLOCK 8 Lot 30 6338 S BLOCK 12 Lot 1 OPEN 1453 4" - 3/4" MINUS CONCRETE FOUND BRASS CAP MONUMENT CRUSHED GRAVEL SIDEWALK TYP. N BLOCK 2 Lot 19 7820 N BLOCK 5 Lot 8 OPEN 3386 N BLOCK 9 Lot 3 7502 N BLOCK 10 Lot 34 6443 S BLOCK 2 Lot 6 5500 S BLOCK 2 Lot 53 5500 S BLOCK 4 Lot 14 6192 S BLOCK 6 Lot 25 4891 S BLOCK 8 Lot 31 5979 S BLOCK 12 Lot 2 4022 (TYP.) O FOUND 1/2" IRON PIN N BLOCK 2 Lot 20 OPEN 3386 N BLOCK 5 Lot 9 7360 N BLOCK 9 Lot 4 7502 N BLOCK 10 Lot 35 6100 S BLOCK 2 Lot 7 6820 S BLOCK 2 Lot 54 5500 S BLOCK 4 Lot 15 9077 S BLOCK 7 Lot 3 OPEN 8888 S BLOCK 8 Lot 32 5640 S BLOCK 12 Lot 3 4028 2 1/2" ASPHALT 4" V 3/4" MINUS CRUSHED PAVEMENT GRAVEL (COMPACTION REQUIRED) 0 SET 5/8" IRON PIN N BLOCK 2 Lot 21 7820 N BLOCK 5 Lot 10 6440 N BLOCK 9 Lot 5 7502 N BLOCK 10 Lot 36 OPEN 4532 S BLOCK 2 Lot 8 5500 S BLOCK 2 Lot 55 5500 S BLOCK 4 Lot 16 4810 S BLOCK 7 Lot 4 5583 S BLOCK 8 Lot 33 7455 S BLOCK 12 Lot 4 4028 STANDARD ROLLED OR 6" VERTICALCURB Q FOUND 5/8" IRON PIN N BLOCK 2 Lot 22 7456 N BLOCK 5 Lot 11 6181 N BLOCK 9 Lot 6 7502 N BLOCK 10 Lot 37 6271 S BLOCK 2 Lot 9 6820 S BLOCK 2 Lot 56 6056 S BLOCK 4 Lot 17 4231 S BLOCK 7 Lot 5 5500 S BLOCK 8 Lot 34 6060 S BLOCK 12 Lot 5 4028 5 7' RIGHT-OF-WAY PLANS& GUTTER (TYP.) AS PER N BLOCK 2 Lot 23 7914 N BLOCK 5 Lot 12 6797 N BLOCK 9 Lot 7 6050 N BLOCK 10 Lot 38 5500 S BLOCK 2 Lot 10 5500 S BLOCK 2 Lot 57 OPEN 9397 S BLOCK 4 Lot 18 4003 S BLOCK 7 Lot 6 6820 S BLOCK 8 Lot 35 6820 S BLOCK 12 Lot 6 4028 TYP I CAL STREET S ECTI O N 12" - 6" MINUS PIT RUN -- -- -- PROPERTY BOUNDARY LINE --- - -- SECTION LINE N BLOCK 2 Lot 24 10693 N BLOCK 5 Lot 13 OPEN 10668 N BLOCK 9 Lot 8 6803 N BLOCK 10 Lot 39 5500 S BLOCK 2 Lot 11 6820 S BLOCK 3 Lot 1 7092 S BLOCK 4 Lot 19 4028 S BLOCK 7 Lot 7 5500 S BLOCK 9 Lot 1 OPEN 3150 S BLOCK 12 Lot 7 4028 NOT TO SCALE BOTTOM OF DITCH N BLOCK 2 Lot 25 6916 N BLOCK 5 Lot 14 7840 N BLOCK 9 Lot 9 OPEN 3699 N BLOCK 10 Lot 40 6820 S BLOCK 2 Lot 12 5500 S BLOCK 3 Lot 2 7130 S BLOCK 4 Lot 20 4028 S BLOCK 7 Lot 8 6820 S BLOCK 9 Lot 2 4001 S BLOCK 12 Lot 8 4028 N BLOCK 2 Lot 26 6334 N BLOCK 5 Lot 15 5970 N BLOCK 9 Lot 10 6753 N BLOCK 10 Lot 41 6820 S BLOCK 2 Lot 13 6820 S BLOCK 3 Lot 3 7130 S BLOCK 4 Lot 21 4028 S BLOCK 7 Lot 9 5500 S BLOCK 9 Lot 3 4000 S BLOCK 12 Lot 9 4028 N BLOCK 2 Lot 27 6573 N BLOCK 5 Lot 16 6726 N BLOCK 9 Lot 11 5450 N BLOCK 10 Lot 42 5500 S BLOCK 2 Lot 14 5500 S BLOCK 3 Lot 4 7130 S BLOCK 4 Lot 22 4028 S BLOCK 7 Lot 10 6820 S BLOCK 9 Lot 4 4321 S BLOCK 12 Lot 10 4028 N BLOCK 2 Lot 28 6343 N BLOCK 5 Lot 17 5500 N BLOCK 9 Lot 12 5450 N BLOCK 10 Lot 43 5500 S BLOCK 2 Lot 15 5500 S BLOCK 3 Lot 5 7130 S BLOCK 4 Lot 23 OPEN 1421 S BLOCK 7 Lot 11 5500 S BLOCK 9 Lot 5 4268 S BLOCK 12 Lot 11 4028 REVISED NO. DATE DESCRIPTION N BLOCK 2 Lot 29 OPEN 5392 N BLOCK 5 Lot 18 5500 N BLOCK 9 Lot 13 5450 N BLOCK 10 Lot 44 5996 S BLOCK 2 Lot 16 6115 S BLOCK 3 Lot 6 7130 S BLOCK 5 Lot 1 OPEN 2022 S BLOCK 7 Lot 12 6820 S BLOCK 9 Lot 6 4286 S BLOCK 12 Lot 12 4044 N BLOCK 3 Lot 1 OPEN 3321 N BLOCK 5 Lot 19 5500 N BLOCK 9 Lot 14 5450 N BLOCK 10 Lot 45 OPEN 14162 S BLOCK 2 Lot 17 6295 S BLOCK 3 Lot 7 OPEN 115415 S BLOCK 5 Lot 2 4645 S BLOCK 7 Lot 13 7622 S BLOCK 9 Lot 7 4001 S BLOCK 12 Lot 13 OPEN 2397 S�pNAL FN ailey Engineering' Inc. N BLOCK 3 Lot 2 7824 N BLOCK 5 Lot 20 6702 N BLOCK 9 Lot 15 5450 S BLOCK 1 Lot 1 OPEN 7311 S BLOCK 2 Lot 18 6778 S BLOCK 3 Lot 8 6703 S BLOCK 5 Lot 3 4313 S BLOCK 7 Lot 14 8454 S BLOCK 9 Lot 8 4001 ��C���G\STF N BLOCK 3 Lot 3 8510 N BLOCK 6 Lot 1 OPEN 4807 N BLOCK 9 Lot 16 5450 S BLOCK 1 Lot 2 6815 S BLOCK 2 Lot 19 OPEN 2709 S BLOCK 3 Lot 9 7711 S BLOCK 5 Lot 4 4028 S BLOCK 7 Lot 15 6720 S BLOCK 9 Lot 9 4000 a� l R 10 ��� CIVIL ENGINEERING I PLANNING I CADD N BLOCK 3 Lot 4 8510 N BLOCK 6 Lot 2 7143 N BLOCK 9 Lot 17 6273 S BLOCK 1 Lot 3 6820 S BLOCK 2 Lot 20 4071 S BLOCK 3 Lot 10 7144 S BLOCK 5 Lot 5 4028 S BLOCK 7 Lot 16 7626 S BLOCK 9 Lot 10 4000 N1jg5 4242 N.BROOKSIDE LANE TEL 208-938-0013 T c'TR BOISE, ID 83714 www.baileyengineers.com N BLOCK 3 Lot 5 8740 N BLOCK 6 Lot 3 7040 N BLOCK 10 Lot 1 OPEN 1677 S BLOCK 1 Lot 4 7013 S BLOCK 2 Lot 21 4400 S BLOCK 3 Lot 11 6161 S BLOCK 5 Lot 6 4028 S BLOCK 7 Lot 17 OPEN 1768 S BLOCK 9 Lot 11 4001 DRAWN BY:DAB CHECKED BY: DAVID A. BAILEY P.E PROJECT' C2018-007 DATE' 12-17-2018 60 0 30 60 120 O�rF OF ��� 0� R � 0 Ds/0 0 0�0 A 0� 0� � A _r D A.1B P� SCALE IN FEET GANDER CREEK SUBDIVISION SHEET 1" = 60' [_f FR I LOGY DE \/ ELOPM ENT PP-2 Street Name Evaluation Response Sheet SubdivisionlJurisdktio►1: Gander Creek/Meridian Representatives: Comments 1 Ada County Assessor Approved As Reviewed 2 Ada County Sheriff Approved with Comments DOes not like Ala mad@ Creek,may sound too similar to Alameda Streat Think about changing as this was 50/50 in agreement 3 ACHD No Response/Defer 4 Ada County Development Services Approved As Reviewed 5 Meridian Fire No Responsel�efer 6 City of Meridian Approved As Reviewed 7 8 9