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HomeMy WebLinkAboutCC - Emergency Access Exhibit and Approval 1/4 S.32 E. Lake Hazel Rd. Plat Showing Book Page S,5 PLS 13350 ——— CP&F No. Re vellle Ridge Subdl vlSon No.2023-045846 c o�. Vertex sub. ,<\ �gQ` ^��' Located in the South 1 /2 of the Northeast 1 /4 and the PLSL3 No. z 2459 � - - \\ `���°�ry�h North 1 /2 of the Southeast 1 /4 of Section 5, � OK �"��� 0 Found 5/8" Iron Pin, as Noted Township 2 North, Range 1 East, Boise Meridian, `\ ` City of Meridian, Ada County, Idaho. 0 Found Brass Cap Monument, as Noted 0 \ \ � Found Aluminum Cap Monument, as Noted 2025 Set 1/2" x 24" Iron Pin with o \ `� L Plastic Cap, 'ISG PLS 11779" M \\ \ Set 5/8" x 24" Iron Pin with \ \ Plastic Cap, "ISG PLS 11779" 3 \ \ Ey 20.0' \ \ © Calculated Point. Nothing Found of Set Q 1 \\ \\ 1 O Lot Number o Cv \\ \\ Subdivision Boundary Line iv Co 4) \ \ Section Line Lin \ \ 20 120 360 Lot Line 00 X 3 \\ \\ C 60 240 Zero Setback Lot Line W 00 \ \ Right—of—Way Line oo » ' Y o \ \ Scale: 1 -= 2O Centerline Adjacent Subdivision 0 o \ \ .. Boundary Line ne Z Unplatted \ \ ....•...�.... 20 01 Landscape B \ \ r- - ----- -- -- -- -- ---- --- -- -- ---- - . . — — — — — a cape Buffer er \ \ C4 S7 I -------------- Easement Line (Note 2) 47 ACHD Permanent and Pedestrian Pathway Easement (Note 7 & 12) g I — — -- — — — — Easement Line, As Noted \ \ I I 20.0' 1$ \ ACHD Easement (Note 11) v> Ivi N6a451 \\\ I O 715815, — ————— Match Line I 27 \ i S 351'Ss�. I 100.00' Easement Dimensions 133.33 0 lyh 29 26 \ L - ---- - - - - - - — — —— — —— —— - --E S89'58'42"E 4 a `��'cj,`y 2 2524 \ Detail "A' C1 S89'58'42"E 245.01' '� 30 \ C2 ry \ � Scale: 1"=20' C 1/4 3 lock 6 �` 32 1 23 2 ��o S \\ PLS 4106 1/4 PLS 13550 E. Via Roberto Dr. 33 21 0� ���>> \\ 11P&F No. S.5 S,4 CP&F No. E 2023-045845 3 — . — — - — — 1 19 31� \ \ N a1 1 2 a°po Q a BI ck 8 o \ 3 S' Coo 1 17 XIS \\\ '� �/ Q 0 2 * 16 �. N r N W 1 4 5 �0 15 \ c:� c See Detail "A" M o 4 5 6 7 8 9 0 11 3 4 5 6 7 8 9 10 0 *r \ �,; +, (A o A 14 \ / 12 BI ek 9 \ ti 6 7 13 \\ Unplatted C4 — I Derry Sub. � — — � o E. Hadler St. \ 8 9 12 \\ I 158 15' i 'd o N 3 57351'S6 . z e BI ck 7 \ 10 Block 6 \ 10 E PLS 3260 1 v+ \ �' � m Block 4 2 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 0 \ C3 20.0' " \ " PLS 1344s \ \ L5 2 Taps St, S74'48 45" S89 48 34 W 841.23 I N89'18 26 W 500.00 / \\ 1 3 4 Block 3 E 726.11, Co Unplatted /' 1 \\ 0 7 �,qT 3 N W I Ki 1 I �, Block 5 \ N73�9, — 0 8 I to L -c �, 26" _ n, g a 04 v m Unplatted \\\ 560 QQ' E �a Roberto l 2 1 2 Block 2 5 3 m \ pr. — 0 4 o �1 \\ \ PLS 7718 I 3 LV Cq 1 Line Table Line Table \\ \�' /w _— — — — — o i a C° Line Bearing Length Line Bearing Length a��oC-, \\ \ N74.Q , � r o L1 N74'08'26"W 36.35' L6 N01'01'18'W 147.00' Q�Go^�� \ Unplatted 826"w 763,65 — — — . — N o I Survevor s Narrative: `o o� ,� \\ p 1 v�i L2 N00'01'18'E 1854.46' L7 S74'08'45"E 25.17' The purpose of this survey is to subdivide the property as conveyed b ate` "�'1`0 \ \ 0 1 P rP Y P P Y Ye Y ti ry \ BIOCk 1 2 � Warranty deed recorded as Instrument No. 2024022784, records of Ada County, O a�o'o,� \ \ 0 1 L3 S78'30'03'E 64.29' L8 N60'59'39'E 19.69' Idaho .The property is a portion of Record of Survey recorded as Record of 1`o 'k L4 S41*10'46"E 13.45' 1-9 S16'08'04"W 4.21' Survey No. 3614, records of Ada County, Idaho. The property is a portion of unplatted lands. The property is adjacent to Derry Subdivision as filed in Book \ \ Point of L5 N88-58.42"E 39.26' L10 S29'00'21'E i1.53' 108 of Plats at Pages 1 51 6 0-1 51 61, and Vertex Subdivision No. 2 as filed in \. \ Beginning iv Book 128 of Plats at Pages 20855-20860 , records of Ada County, Idaho. The I existing section comer, Record of Survey and plat monuments were recovered to L 1 1/4 S.5 E. Columbia Rd the field and are in substantial agreement and were held as controlling comers 0)1 S.8 — — — of this survey. \��pL LA _ PLS 4999 Curve Table The record bearing of S00'12'47'W as shown on sold Warrant deed recorded as �GENs �p CP&F No. No Markings 9 Y 2018-055169 S,5 TS.4 CP&F No. Instrument No. 2024022784 between the Section comer common to Sections 4, 5, Curve Length Radius Delta Chord Bearing Chord Length 8, and 9, T.2N., RAE., B.M., and the 1 4 comer common to said Sections 4 and 5 0 20113-055171 / E. Columbia Rd 5.$ S.9 C1 55.35 57.00' 38 was used as the Basis of Bearings for this survey. 11779 See Sheet 6 for Notes. ' S5' '13' S88'29'45"E 53.20' C2 159.21' 345.00' 26'26'25" S76'45'30"E 157.80' Reference Documents: 0 F of o) C3 239.61' 645.00' 21'7 7'04" 575'56'01"E 238.23' M. M cC€��`�`� � Q n �n Q Q �n Deed Inst. No.: 2024022784. alley Engineering, Inc. C4 1 36.38' 123.50' 16'52'33' 1 S82-35.02-E 36.24' ROS Inst. No.s: 0315, 1285, 1843, 3614, 6861, 6897, 8973, 9024, 11490, 14085. Subdivisions: Derry Subdivision, Vertex Subdivision No. 2. CODY M. McCAMMON, PLS 11779 IDAHO SURVEY GROUP CIVIL ENGINEERING PLANNING CADD 9939 W. EMERALD ST. Job No. 22-228 ' I BOISE, IDAHO 83704 Sheet 1 O' 8 1119 E. STATE ST. SUITE 210 TEL 208-938-0,313 P:\Revellle Ridge 17355 Eagle Rd' 22-228\dwg\PIat\Revei11e Ridge Sub No.l.dwg 2/6'2025 5:04:28 PM 1 EAGLE. ID 83616 www.baileyengineers.com ME 11% REVEILLE RIDGE NO 1 IandproDATA VICINITY MAP A The C ii irch of �J Jests Christ of L Her— i Discovery Park L Discovery Bike Park 0 ��arhu�sr 4r ' Laughing Hof.-a Boarding Y m b a m r L I� A 43-32-00.86" N 116°20'51.00" W gKob Dec 16, 2024- IandproDATA.com The materials available at this website are for informational Scale: 1 inch approx 600 feet purposes only and do not constitute a legal document. 1 /2 208 PLAT OF VERTEX SUBDIVISION No. 2 z A PARCEL OF LAND SITUATED IN THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 0 100 200 300 OF SECTION 5 AND A PORTION OF GOVERNMENT LOT 2 OF SECTION 5, Plan Scale: 1" = 100' TOWNSHIP 2 NORTH, RANGE 1 EAST, B.M., POINT OF COMMENCEMENT CITY OF MERIDIAN, ADA COUNTY, IDAHO. SHEET INDEX NORTH 1/4 CORNER SECTION 5 2024 SHEET 1 — OVERALL SUBDIVISION MAP AND LEGEND FOUND ALUMINUM CAP PER CP&F No. 2023-045846 NORTHEAST CORNER SECTION 5 SHEET 2 — DETAIL PLAT MAP FOUND ALUMINUM CAP PER CP&F No. 2019-060335 AND SHEET 3 — DETAIL PLAT MAP E. Lake Hazel Road CP&F No. 2019-091022 BASIS OF BEARING SHEET 4 — DETAIL PLAT MAP, CURVE AND LINE TABLES AND NOTES • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . •N89.56'45"W 2659.06.. • • • • • • • • • • SHEET 5 — CERTIFICATE OF OWNERS - - - - - - - - - - - - - - - - - - - - - - - - 32. 33 T.3N., R.1 E. 5 4 T.2N., R.1 E. SHEET 6 — CERTIFICATES AND APPROVALS REFERENCES o R1. RECORD OF SURVEY No. 9024, RECORDS OF ADA COUNTY, IDAHO. 0 \ 30.20' WITNESS aC Vertex 27 1 \CORNER I R2. RECORD OF SURVEY No. 3614, RECORDS OF ADA COUNTY, IDAHO. Subdivision 26 \ I o Q No. 1 29 28 ��' owe ' \\ N R3. PLAT OF RAAP RANCH 505, RECORDS O AD COUNTY, IDAHO SUBDIVISION, CO B� F PLATS AT PAGES 503 5 � O 3: 3o N6�0'5 120� ��4 \\ R4. RECORD OF SURVEY No. 7782, RECORDS OF ADA COUNTY, IDAHO. 33 32 N68 2 1 "65.67' o O \ R5. PLAT OF VERTEX SUBDIVISION No. 1, BOOK 128 OF PLATS AT PAGES 0 1 35 34 N78.50'34"E \ 20840-20845, RECORDS OF ADA COUNTY, IDAHO. I o S89 58 50 E 69.60' O O 43 46 \\ LEGEND POINT OF 0 66.00 N73 18 07 E 42 d \ BEGINNING E. Optimum St. o 0 o N83.38'47"E 69.60' \ ® FOUND ALUMINUM CAP AS NOTED N00.01 '10"E 69.69' S89'58'50"E 41 44 d� \ L1(TIE) 40 FOUND 5/8" REBAR WITH PLASTIC CAP MARKED "ALB 1 120.00' 60.50 39 47 °'� \ 12459", UNLESS NOTED OTHERWISE N04052'41 "E o 0 0 0 37 38 \ 127 80 N80•57 23 E BLOCK 1 \ we WITNESS CORNER, FOUND 5/8' REBAR WITH PLASTIC CAP 26.51 '( 36 \ MARKED "WC ALB 12459" N89'S5'25"E n Dr 48 53 \\ Lot 2, Block 1 SET 5/8" REBAR WITH PLASTIC CAP MARKED ACHD RIGHT-OF-WAY I 70.00 E Tenn g 9 \ Raap Ranch 0 "ALB 12459" DEDICATION PER O O8 s O \ Subdivision INST. No. 2022-073155 O �� 49 \ �wc WITNESS CORNER, SET 5/8" REBAR WITH PLASTIC CAP • 11 O � \ MARKED "WC ALB 12459" 4, 4 O O 4 50 \\ eSre BLOC e� oo ORM REFERENCE MARKED ORM MALB 12459ENT, SET REBAR WITH PLASTIC O 2 O v K 4 10 BLOCK 1 \ S3 \ eS�eet SET BRASS PLUG (WITH MAGNETIC INSERT) MARKED "ALB to I 1 51 \� Se PLS 12459" > • 18 11 tJa�, we WITNESS CORNER, SET BRASS PLUG (WITH MAGNETIC o Q >, 27 BLOCK 4 v, o INSERT) MARKED "WC PLS 12459" M O �� o0 v • O 3 12 �; • SET 1/2" REBAR WITH PLASTIC CAP MARKED `" 16 \ <^ ✓ "ALB 12459" u E 26 19 \ \ cu +J < \ CALCULATED POINT, NOTHING FOUND OR SET w _ 13 �0C \ \ 30' EASEMENT IN FAVOR Unplatted N O ui O Ca 'c \ OF BOISE PROJECT BOARD 16 NEW LOT NUMBER 25 .� OF CONTROL (SEE SHEETS 2-4 FOR DETAILS) 16 EXISTING LOT NUMBER 00 BLOCK 3 14 J, O 3 \\ eShee�,ll SUBDIVISION BOUNDARY LINE 5 Se See Sheet 2 w 24 .° 0 I Sreet LOT LINE 21 �`7 \ � See - - - See Sheet 3 11 cow O2 \ SECTION LINE 0 9 4, ROAD OR FARR LATERAL CENTERLINE • 0 23 10 l � \ Z BLOCK 4 22 g • \ \ ADJACENT LOT LINE O BLOCK 6 \ \ O O \ y - - - - - - - - - EASEMENT LINE • 10 O \ : \ o OC O �� \\y^ ACHD EASEMENT (SEE NOTE 17) QC O o 11 err O BLOCK 5 ' 6'• °' \ Z ����� NoN 2023CT03966WORKSPACE EASEMENT PER INSTRUMENT PRIOR TO CONSTRUCTION (,�R Ash 0/. \ \ o N � L4 O 69 FOUND 5/8" REBAR MARKED g L3 O A� "PLS 3260". REBAR WAS 2� 0' �L D _ 3 $. +j6'0 a R269�8b R REMOVED DURING CONSTRUCTION. `�<y��� \\ \ SURVEY NARRATIVE M L2 9 O c�6 8\ 6,w RESET AS SHOWN. ,�j99� 9 \ \ (S50'00'00"E 27.38' R4) THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THE LAND SHOWN HEREON. THE z 3 O `C- g6� s R' •`S2• \ (S49'59'57"E 27.51' R3) SURVEY IS BASED UPON THE RETRACEMENT OF PLATS, SURVEYS AND DEEDS LISTED IN o N w 6a P \ THE REFERENCES HEREON AND A FIELD SURVEY OF EXISTING MONUMENTATION. c� m Z o w �`' ,p JJ L27 \ S49 08 35 E 27.27 MONUMENTATION RECOVERED WAS FOUND TO BE IN SUBSTANTIAL CONFORMANCE WITH o L 0 03 - pp Unplatted (TIE) THE REFERENCES LISTED HEREON. ALL PROPERTY CORNERS WHERE MONUMENTS OF o z Y p ►rj O PRIOR TO CONSTRUCTION \ M RECORD WERE NOT FOUND WERE SET/RESET AS SHOWN HEREON. w�a L o N p FOUND 5/8" REBAR MARKED • (S00'22'36"E 32.24' R4) o_ `O 2¢ O °ls "PLS 4998". REBAR WAS • (S00'49'30"E R2) Z ��so REMOVED DURINGRESETNASRSHOWN. O S00.59'12"E 31 .97' g��NPL LANs • •• Nag• q 31 , !s �' ,� Developer 820.56'�il (N79.03• "W 19 N65 00 09 W 64.53 o a o Brighton o ti S42'S7'43"W 108.58' �`'� o ($20.45' R4) (N78.3O,00,W 191.43,'R2 boo (S42'41'03"W 108.14' R2) (N65'32'44"W 64.25' R2) L28 12459 g 03 Corporation ENGINEERING 191.64' A y o (S43'00'19"W 108.41' R4) (N64'59'21"W 64.46' R4) (TIE) J�, �o R4) lB�oScFO g9�PpF OF \ �O Meridian Idaho 5725BOO RTH DISCOVERY HO SWAY CENTER OF SECTION 5 JJ PHONE(208)639-6939 FOUND ALUMINUM CAP �, 2 . ZOZI kmengllp.com PER CP&F No. 2023-045845 JOB NO. 22-016 SHEET 1 OF 6 Mj ma i I kent brown<kentlkb@gmail.com> Reveille Ridge no 1 emergency access 2 messages kent brown <kentlkb@g mail.com> Fri, Jun 27, 2025 at 8:12 AM To: Sonya Allen<sallen@meridiancity.org>, Steven Taulbee<staulbee@meridiancity.org> Steven I need fire Dept approval of the attached emergency access to Reveille Ridge no 1 subdivision. Please let me know if you need any more information Kent Brown Kent Brown Planning Services 3161 E. Springwood Drive Meridian, ID 83642 P: 208-871-6842 Reveille Ridge no 1 emergency access.pdf 3195K Steven Taulbee<staulbee@meridiancity.org> Fri, Jun 27, 2025 at 4:59 PM To: kent brown <kentlkb@gmail.com>, Sonya Allen<sallen@meridiancity.org> Good Afternoon, This has been reviewed with no further comments as it appears to meet connectivity and Fire Department Access into and throughout the community All areas shall meet the requirements of the 2018 IFC,Appendix D for Street Widths, Dead Ends, Signage and Markings. Please advise if you have any questions. Respectfully, Steven Taulbee Deputy Chief of Prevention/Fire Marshal Meridian Fire Department 33 E. Broadway Ave. Suite 210 Meridian,ID 83642 Office:208-888-1234 jq. `,,. ,�7 All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law,in regards to both release and retention,and may be released upon request,unless exempt from disclosure by law. From: kent brown<kentlkb@gmail.com> Sent: Friday,June 27,2025 7:12 AM To:Sonya Allen<sallen@meridiancity.org>;Steven Taulbee<staulbee@meridiancity.org> Subject: Reveille Ridge no 1 emergency access External Sender-Please use caution with links or attachments. [Quoted text hidden] [Quoted text hidden]