PZ - Boundary & Topo Map -BO U1VDA-H Y T0.P0 G_HA.P l llC MA-P
FOR DG GROUP ARCHITECTURE PLLC.
L YING WI THIN GO VERNMEN T L 0 T 4 OF SEC TION 1, T 3N., R. 1 W., B.M.
CITY OF BOISE COUNTY OF ADA STATE OF IDAHO
—tr tr
EP Er_Lff—EP EP EP EP EP EP EP
SECTION CORNER —EP EP�Ep—EP I\ , -
EP EP EP EP EP EP EP EP EP
EP EP EP EP EP
3 1/2" BRASS CAP EP
CP&F Na 109109699 EP
2570
jp0Mw BASIS OF BEARING ��2 �/ 1/4 CORNER
529135 36 T.4N., R.1 W., B.M. � - 25� 2 �c�I 3.25" BRASS CAP
- - - - - - _ _ _ _ 1 S 88 43'02" E 2662.34' - _ 0 36 CP&F No.
2 M 1 T3N., R. 1W., B.M. -�_ _ - _ _ __ _ _ - - - -
N 666.54'. M M -'(Mom- ' 2017-120066
O ' ti',`�� .; `' ° . USTICK TICK RD. �U/ 7� OT—r Pl
1995.80 PLS
2570 SECTOR � � ( - � 12087
BOX �1
P EP_ P� � �N�E�
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d3 d3 E J Q Q°43,0�„ EP Fy EP P EP _ EP
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5291 12" PVC INV ER °
\ CHISELED X W ELEV.=2568.70' �� 12" PVC IN MA NAIL PLS
"�` o SECT �q- � 60 - ELEV.=2571.52 -'4� M/N/ ZO AULT
LEV.=2570.71' BOX ��P/ f�'� ELEV.-2569.32' Z�NRj` M�9� F�0e X ""8 C52 LLC.
0 20 40 80 12" CONCRETE INV F�• gNCE C'0 yq W. USTICK RD.
I ELEV.=2569.45' Z
w PLS 0 HEAD �� 9iQD
I
1" = 40' #' W 529' GRASS ��� GRASS 36118, C NCRETE
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w SPIGOT A AI
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BOUNDARY LINE W I o� C' s� -f W `
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12" PVC INV cn W ti
PARCEL LINE w sq C) ELEV. 2570.77 o ccn Cr_W
24" w a GRASS N Q''
CENTERLINE �,� L1 S 00° 1 6 58 W 45.00
w x GATE 1 r 48 I �� L2 N 89°53'56" E 17.00'
x x x x FENCE i - 36" q , „ ,
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DRIP LINE ER
w — -c��- DECK I s EP
� � ° I ER ER ER J 36 ° f EP .-
i A x ER o I P 1 °a W. PEBBLESTONE DR.
CONCRETE COMM T / HE x W
w O N VAULT SPIGOT I i
1515 W. USTICK RD. av~�
BUILDING I w \ 383.404E S.F. (/
I
FLOOD ZONE w o N x x x—o- x� x x x x 2s'' a.8o2f Ac. o EP MAPPING NOTES
GATE x x x x P S
FOUND 3 1/2" BRASS CAP o '� N o I 11 8 cs2 LLc. 1. ELEVATIONS BASED ON NA VD 88
MONUMENT IN ASPHALT, OR AS NOTED i w s� W. PEBBLESTONE DR.
w of o 1
� FOUND 2" ALUMINUM CAP p I VERTICAL DATUM.
IN ASPHALT a 3 d ' 1. PROPERTY INCLUDES FLOOD ZONE "X" &
• FOUND 5 8" IRON PIN, w
/ w dol \ FLOOD ZONE AE, PANEL 0143 J, MAP No.
WITH PLASTIC CAP, AS NOTED ��roE To ` 12" CONCRETE INV 16001 CO143J, EFFECTIVE DATE 0611912020.
• FOUND 1 2" IRON PIN ELEV.-2569.47 I
/ w TOE p HEAD CA TE AARON J. QUEEN
WITH PLASTIC CAP, AS NOTED w I o BM \ \TOE HEADGA TF �'� I 3111 NW 13TH ST.. 2. THE UNDERGROUND U TILI TIES SHOWN
O SET 5/8' IRON PIN WITH I HAVE BEEN LOCATED FROM FIELD SURVEY
a a I� of \� 2�' 12" PVC INV ^ INFORMATION OF VISIBLE UTILITIES AND
2" ALUMINUM CAP, PLS 11463 W 30, � � � � �o Gam, � ELEV.=2570.44' o
BM w o 1/2" IRON P/N 301 \ a
Z MARKINGS BY DIGLINE UNDERGROUND
♦ BENCH MARK I ELEV.=2569.70' 301 To \ C,y I L OCA TION SERVICE. THE SURVEYOR MAKES
Ld ss SANITARY SEWER MANHOLE o w I 1\ i�, p NO GUARANTEE THAT THE UNDERGROUND
so \ \° \ 07 UTILITIES SHOWN COMPRISE ALL SUCH
STORM DRAIN MANHOLE �`�� T HEADGA TE x 5 UTILITIES IN THE AREA, EITHER IN SERVICE
aDDdOl d01
�' IRR/GAT/ON MANHOLE I �- dol dol \ �S KIRK DAV/D STEVENS Q OR ABANDONED. THE SURVEYOR FURTHER
w i W e \ 12" CONCRETE INV 3093 NW 13TH ST. m
MANHOLE o o top Top T °o ELEV.=2569.47' d I Z DOES NOT WARRANT THAT THE
x LO V) UNDERGROUND UTILITIES SHOWN ARE IN THE
W E I I I \ IV, EXACT LOCATION INDICATED ALTHOUGH HE
g+ IRRIGATION CONTROL VALVE a
w HEADGATE Y DOES CERTIFY THAT THEY ARE LOCATED AS
M WATER VALVE a o 1 RR/GA TIO Q -`- W
w I I \ �Z� ACCURATELY AS POSSIBLE FROM
ucruRE x
UTILITY POLE W Ia a\ INFORMATION AVAILABLE. THE SURVEYOR
TR TELEPHONE RISER a o \ 12" CONCRETE INV \�o \ H D E �U
HAS NOT PHYSICALLY LOCATED THE
w = �� \ \ ELEV.=2570.27' \ dol Z UNDERGROUND U T/L/T/ES.
ELECTRICAL JUNCTION BOX W I I I
� a ✓ \ ]y _TOP P x EDER N. �� r
SIGN `_A w N W o �o \ of �\ 0 3075 NW
\ HEAD 1 WE 3. THERE IS NO EVIDENCE OF PROPOSED
X CHANGES IN THE STREET RIGHT OF WAY
0 GATE POST i o w I \\aO �\� �G' ` \ \ U LINES.
GAS MARKER w o 00 F A \ \ 12" CONCRETE INV
,� I I o�F��9 ° \ 0�� \ \ \ ELEV.=2570.75' x WORK4. DENCE OF RECENT WAS OBSERVED ALONG TTHE
OVING
T COMM MARKER
W `ram°� \ \ \ SOUTHERLY BANK OF THE KELLOG DRAIN.
WA TER MARKER o
o � 12"
® CATCH BASIN w \ TOF 2s6g JOHN BI TLER° A \
(D
�, ` 3055 13TH S ,
0 3 DECIDUOUS TREE W i
W.C. WI TNESS CORNER OO I I \\ ' \
a L2 PLS �S
a W PLS - 5291 °.� .�o r GRASS ,o
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52 � F
CIO
w 1 \ �00 \ of JORDAN LEACH
REFERENCES I o HEAD TE \ Q\ \ \ 09 3039 NW 13TH ST.
R 1 = CREA SON CREEK No. 2 SUBDIVISION a i 57
BOOK 119 OF PLATS, PAGE 18301 �d 4-
R2 = CREASON CREEK No. 1 SUBDIVISION I e o °1\ X o� cy
BOOK 112 OF PLATS, PAGE 16486
R3 = RECORD OF SURVEY No. 8705 I \ Z TOE
R4 = RECORD OF SURVEY No. 8184 0 ` ------------
0
0 \ G \ `� � dot
w 7� Z� I ` \ 0 2s6g - - 6» $
Ln W 5 ' GRASS Z �O� RECE- d x � STF
OM I \T \ EARTy
w I o li/j BRIAN'1 DE LA MOTT
I O \ \ \ oRK '4RE,q oE_ of 3021 NW 13TH ST. Nathan J. Dang, 11463
� w 10 �\ - � \301 � d � X
BASIS OF BEARING W o 2 0 \ \ 1 dol P.L.S. 11463 �' Pip
S 88 43 02 E BETWEEN FOUND I Z\\ \ aol aol doi — OF �0
MONUMENTS AT NORTHEAST CORNER I I W coNc TE ° ° X q PSG
ZONE AE w � CUL VE T I � � \ o, °
OF SECTION 1, AND THE 114 CORNER 12"
COMMON TO SECTIONS 1 AND 36. 1 2" IRON PIN N GRAS 18"
ZONE X \ ELEV.=2569.36' 2569 X STEPHEN A. TAYLOR
TI : I10 \ I 3003 NW 13TH ST.
I a W.C. y o PLS S
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m L4 o O ° r TOP TOP TOP TOP —'fOP -- TOP TOP GAP ° J JJ '� _ 111 2570 I' W C. ♦ p
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ti
_ 21 180
a �
u
�= a �\ \ �,� SURVEYING & MAPPING DRAWN BY:
1/4 CORNER � Q o � CREASON CREEK �i � � r
3 1/2" N .~ \\, \ !� SUBDIVISION N a 0 Q ,! r-- z o #
BRASS CAP I CONCRETE 1
1602 W. Hays Street 306 PGL2
Z Y MR ^" S-EPJ�: MRH HOMES INC. Boise, Idaho 83702
CP&F No. CUL VERT CS2 LLC. MRH HOMES INC. �
o a. 1422 W. TUMBLE CREEK DR.
108044955 PLS I W. TUMBLE CREEK DR. Z Q w 2984 N. ZION PARK AV
I 10561 UNPLATTED 2987 N. ZION PARK AVE. w (208) 488-4227 SHEET:
a f F R V I www.accuratesurveyors.com 1 of 1
o
-BO U1VDA-H Y T0.P0 G_HA.P l llC MA-P
FOR DG GROUP ARCHITECTURE PLLC.
L YING WI THIN GO VERNMEN T L 0 T 4 OF SEC TION 1, T 3N., R. 1 W., B.M.
CITY OF BOISE COUNTY OF ADA STATE OF IDAHO
—tr tr
EP Er_Lff—EP EP EP EP EP EP EP
SECTION CORNER —EP EP�Ep—EP I\ , -
EP EP EP EP EP EP EP EP EP
EP EP EP EP EP
3 1/2" BRASS CAP EP
CP&F Na 109109699 EP
2570
jp0Mw BASIS OF BEARING ��2 �/ 1/4 CORNER
529135 36 T.4N., R.1 W., B.M. � - 25� 2 �c�I 3.25" BRASS CAP
- - - - - - _ _ _ _ 1 S 88 43'02" E 2662.34' - _ 0 36 CP&F No.
2 M 1 T3N., R. 1W., B.M. -�_ _ - _ _ __ _ _ - - - -
N 666.54'. M M -'(Mom- ' 2017-120066
O ' ti',`�� .; `' ° . USTICK TICK RD. �U/ 7� OT—r Pl
1995.80 PLS
2570 SECTOR � � ( - � 12087
BOX �1
P EP_ P� � �N�E�
EP - s.=aL1C 's� EP EP EP ` _
° a EP EPEll EP EP EP EP EP EP
d3 d3 E J Q Q°43,0�„ EP Fy EP P EP _ EP
UU o
A573.51' EP EP �P
EPryl
5291 12" PVC INV ER °
\ CHISELED X W ELEV.=2568.70' �� 12" PVC IN MA NAIL PLS
"�` o SECT �q- � 60 - ELEV.=2571.52 -'4� M/N/ ZO AULT
LEV.=2570.71' BOX ��P/ f�'� ELEV.-2569.32' Z�NRj` M�9� F�0e X ""8 C52 LLC.
0 20 40 80 12" CONCRETE INV F�• gNCE C'0 yq W. USTICK RD.
I ELEV.=2569.45' Z
w PLS 0 HEAD �� 9iQD
I
1" = 40' #' W 529' GRASS ��� GRASS 36118, C NCRETE
>;; a
w SPIGOT A AI
a � ER
O / RETAIN/NG ,
W ry �S
5/ ' ` �g �O 24" o �� ° O WALL
LEGEND a 9�,,�� `��,J/'2„
4- 24" o I I HEADGATE o I p avl' LINE /ABLE
BOUNDARY LINE W I o� C' s� -f W `
- - - - - - SECTION LINE i w TgD 9F xSq�C,� 24" ° o 8 60" — I N �� LINE BEARING DISTANCE
12" PVC INV cn W ti
PARCEL LINE w sq C) ELEV. 2570.77 o ccn Cr_W
24" w a GRASS N Q''
CENTERLINE �,� L1 S 00° 1 6 58 W 45.00
w x GATE 1 r 48 I �� L2 N 89°53'56" E 17.00'
x x x x FENCE i - 36" q , „ ,
EP EP EP EP EDGE OF PAVEMENT w ' �x r r SPIGOT IZPUMP3..,,, xo 48" L3 N 45°37 35 E 48.99
OVERHEAD UTILITY eR—� HOUSE HOUSE °p
OHP OHP OHP OHP �.. w x - �:�.- � � II � °; L4 S 89°58'57" W 74.00'
a
TOP TOP TOP TOP— TOP OF SLOPE w I 60 NO
i
TOE TOE TOE TOE TOE OF SLOPE x DIRT ti
DRIP LINE ER
w — -c��- DECK I s EP
� � ° I ER ER ER J 36 ° f EP .-
i A x ER o I P 1 °a W. PEBBLESTONE DR.
CONCRETE COMM T / HE x W
w O N VAULT SPIGOT I i
1515 W. USTICK RD. av~�
BUILDING I w \ 383.404E S.F. (/
I
FLOOD ZONE w o N x x x—o- x� x x x x 2s'' a.8o2f Ac. o EP MAPPING NOTES
GATE x x x x P S
FOUND 3 1/2" BRASS CAP o '� N o I 11 8 cs2 LLc. 1. ELEVATIONS BASED ON NA VD 88
MONUMENT IN ASPHALT, OR AS NOTED i w s� W. PEBBLESTONE DR.
w of o 1
� FOUND 2" ALUMINUM CAP p I VERTICAL DATUM.
IN ASPHALT a 3 d ' 1. PROPERTY INCLUDES FLOOD ZONE "X" &
• FOUND 5 8" IRON PIN, w
/ w dol \ FLOOD ZONE AE, PANEL 0143 J, MAP No.
WITH PLASTIC CAP, AS NOTED ��roE To ` 12" CONCRETE INV 16001 CO143J, EFFECTIVE DATE 0611912020.
• FOUND 1 2" IRON PIN ELEV.-2569.47 I
/ w TOE p HEAD CA TE AARON J. QUEEN
WITH PLASTIC CAP, AS NOTED w I o BM \ \TOE HEADGA TF �'� I 3111 NW 13TH ST.. 2. THE UNDERGROUND U TILI TIES SHOWN
O SET 5/8' IRON PIN WITH I HAVE BEEN LOCATED FROM FIELD SURVEY
a a I� of \� 2�' 12" PVC INV ^ INFORMATION OF VISIBLE UTILITIES AND
2" ALUMINUM CAP, PLS 11463 W 30, � � � � �o Gam, � ELEV.=2570.44' o
BM w o 1/2" IRON P/N 301 \ a
Z MARKINGS BY DIGLINE UNDERGROUND
♦ BENCH MARK I ELEV.=2569.70' 301 To \ C,y I L OCA TION SERVICE. THE SURVEYOR MAKES
Ld ss SANITARY SEWER MANHOLE o w I 1\ i�, p NO GUARANTEE THAT THE UNDERGROUND
so \ \° \ 07 UTILITIES SHOWN COMPRISE ALL SUCH
STORM DRAIN MANHOLE �`�� T HEADGA TE x 5 UTILITIES IN THE AREA, EITHER IN SERVICE
aDDdOl d01
�' IRR/GAT/ON MANHOLE I �- dol dol \ �S KIRK DAV/D STEVENS Q OR ABANDONED. THE SURVEYOR FURTHER
w i W e \ 12" CONCRETE INV 3093 NW 13TH ST. m
MANHOLE o o top Top T °o ELEV.=2569.47' d I Z DOES NOT WARRANT THAT THE
x LO V) UNDERGROUND UTILITIES SHOWN ARE IN THE
W E I I I \ IV, EXACT LOCATION INDICATED ALTHOUGH HE
g+ IRRIGATION CONTROL VALVE a
w HEADGATE Y DOES CERTIFY THAT THEY ARE LOCATED AS
M WATER VALVE a o 1 RR/GA TIO Q -`- W
w I I \ �Z� ACCURATELY AS POSSIBLE FROM
ucruRE x
UTILITY POLE W Ia a\ INFORMATION AVAILABLE. THE SURVEYOR
TR TELEPHONE RISER a o \ 12" CONCRETE INV \�o \ H D E �U
HAS NOT PHYSICALLY LOCATED THE
w = �� \ \ ELEV.=2570.27' \ dol Z UNDERGROUND U T/L/T/ES.
ELECTRICAL JUNCTION BOX W I I I
� a ✓ \ ]y _TOP P x EDER N. �� r
SIGN `_A w N W o �o \ of �\ 0 3075 NW
\ HEAD 1 WE 3. THERE IS NO EVIDENCE OF PROPOSED
X CHANGES IN THE STREET RIGHT OF WAY
0 GATE POST i o w I \\aO �\� �G' ` \ \ U LINES.
GAS MARKER w o 00 F A \ \ 12" CONCRETE INV
,� I I o�F��9 ° \ 0�� \ \ \ ELEV.=2570.75' x WORK4. DENCE OF RECENT WAS OBSERVED ALONG TTHE
OVING
T COMM MARKER
W `ram°� \ \ \ SOUTHERLY BANK OF THE KELLOG DRAIN.
WA TER MARKER o
o � 12"
® CATCH BASIN w \ TOF 2s6g JOHN BI TLER° A \
(D
�, ` 3055 13TH S ,
0 3 DECIDUOUS TREE W i
W.C. WI TNESS CORNER OO I I \\ ' \
a L2 PLS �S
a W PLS - 5291 °.� .�o r GRASS ,o
w o
52 � F
CIO
w 1 \ �00 \ of JORDAN LEACH
REFERENCES I o HEAD TE \ Q\ \ \ 09 3039 NW 13TH ST.
R 1 = CREA SON CREEK No. 2 SUBDIVISION a i 57
BOOK 119 OF PLATS, PAGE 18301 �d 4-
R2 = CREASON CREEK No. 1 SUBDIVISION I e o °1\ X o� cy
BOOK 112 OF PLATS, PAGE 16486
R3 = RECORD OF SURVEY No. 8705 I \ Z TOE
R4 = RECORD OF SURVEY No. 8184 0 ` ------------
0
0 \ G \ `� � dot
w 7� Z� I ` \ 0 2s6g - - 6» $
Ln W 5 ' GRASS Z �O� RECE- d x � STF
OM I \T \ EARTy
w I o li/j BRIAN'1 DE LA MOTT
I O \ \ \ oRK '4RE,q oE_ of 3021 NW 13TH ST. Nathan J. Dang, 11463
� w 10 �\ - � \301 � d � X
BASIS OF BEARING W o 2 0 \ \ 1 dol P.L.S. 11463 �' Pip
S 88 43 02 E BETWEEN FOUND I Z\\ \ aol aol doi — OF �0
MONUMENTS AT NORTHEAST CORNER I I W coNc TE ° ° X q PSG
ZONE AE w � CUL VE T I � � \ o, °
OF SECTION 1, AND THE 114 CORNER 12"
COMMON TO SECTIONS 1 AND 36. 1 2" IRON PIN N GRAS 18"
ZONE X \ ELEV.=2569.36' 2569 X STEPHEN A. TAYLOR
TI : I10 \ I 3003 NW 13TH ST.
I a W.C. y o PLS S
-----------
pt�T
m L4 o O ° r TOP TOP TOP TOP —'fOP -- TOP TOP GAP ° J JJ '� _ 111 2570 I' W C. ♦ p
Q p - -- ACCU�TE JOB N0.
' - ,.- TOP N 88 59 01 W 590. 7(J'_ a EP +" d01 - -` d01 d01 idol Ol d( do- Q�
ti
_ 21 180
a �
u
�= a �\ \ �,� SURVEYING & MAPPING DRAWN BY:
1/4 CORNER � Q o � CREASON CREEK �i � � r
3 1/2" N .~ \\, \ !� SUBDIVISION N a 0 Q ,! r-- z o #
BRASS CAP I CONCRETE 1
1602 W. Hays Street 306 PGL2
Z Y MR ^" S-EPJ�: MRH HOMES INC. Boise, Idaho 83702
CP&F No. CUL VERT CS2 LLC. MRH HOMES INC. �
o a. 1422 W. TUMBLE CREEK DR.
108044955 PLS I W. TUMBLE CREEK DR. Z Q w 2984 N. ZION PARK AV
I 10561 UNPLATTED 2987 N. ZION PARK AVE. w (208) 488-4227 SHEET:
a f F R V I www.accuratesurveyors.com 1 of 1
o