HomeMy WebLinkAbout20251017_PLN1416_Title Survey ALTA/NSPS LAND TITLE SURVEY
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TWP.31 N.R.58 E
SURVEY INFORMATION IS TO MAP THE CURRENT CONDITIONS FOR ENGINEERING DESIGN.
DATE OF SURVEY:
HORIZONTAL DATUM: ON
4ST THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENTS AND SITE CONDITIONS EXISTING ON •BARGHAUSEN CONSULTING ENGINEERS,INC.SURVEY CREWS DETECTED NO OBSERVABLE EVIDENCE OF >- =
NAD 83/2011 WASHINGTON STATE PLANE COORDINATE SYSTEM,NORTH ZONE,ESTABLISHED BY GPS JULY 31,2025.ALL SURVEY CONTROL INDICATED AS'FOUND'WAS RECOVERED FOR THIS PROJECT IN RECENT EARTH MOVING WORK,BUILDING CONSTRUCTION OR BUILDING ADDITIONS ON THE SUBJECT LI..I C..-
OBSERVATION UTILIZING THE WASHINGTON STATE REFERENCE NETWORK(WSRN).MEASURED S 89-54'53-E JULY OF 2025. PROPERTY. a
BETWEEN MONUMENTS LOCATED AT THE INTERSECTION OF STILLAGUAMISH AVE AND 212TH ST HE AND THE W
INTERSECTION OF 87TH AVE NE OF 212TH ST NE. NARRATIVE: BARGHAUSEN CONSULTING ENGINEERS,INC.SURVEY CREWS DETECTED NO OBSERVABLE EVIDENCE OF
THIS IS A FIELD TRAVERSE SURVEY.A TRIMBLE R121 CPS AND A TRIMBLE S-5 ROBOTIC TOTAL STATION CHANGES IN STREET RIGHT-OF-WAY LINES OR OF RECENT STREET OR SIDEWALK CONSTRUCTION ON LL >-
1 2 VERTICAL DATUM: (TRIMBLE TSC7 DATA COLLECTOR)WERE USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS OR ADJACENT TO THE SUBJECT PROPERTY,EXCEPT AS SHOWN. o - O F
NAVD88(GEOID 2018)ESTABLISHED BY CPS OBSERVATION UTILIZING THE WASHINGTON STATE REFERENCE BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN.CLOSURE RATIOS OF THE TRAVERSE MET OR r U Z
5 NETWORK(WSRN). EXCEEDED THOSE SPECIFIED IN W.A.C.332-130-090. ALL INSTRUMENTS AND EQUIPMENT HAVE BEEN •BARGHAUSEN CONSULTING ENGINEERS,INC.SURVEY CREWS DETECTED NO OBSERVABLE EVIDENCE OF w
SITE USE AS A SOLID WASTE DUMP,SUMP OR SANITARY LANDFILL.
TM MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURERS'SPECIFICATIONS AND USED BY po LU _ O
TEMPORARY BENCHMARK:SET MAGNAIL&WASHER ON THE NORTH SIDE OF 212 ST HE APPROPRIATELY TRAINED PERSONNEL, z z LLj O
SITE ELEVATION=181.89' THERE IS EVIDENCE OF POTENTIAL EASEMENTS NOT LISTED WITHIN THE REFERENCED TITLE REPORT AS - _
FLOOD INFORMATION: SHOWN ON THE MAP. =
SECTION SUBDIVISION: FEDERAL EMERGENCY MANAGEMENT AGENCY(FEMA)INFORMATION:FIRM(FLOOD INSURANCE RATE MAP)MAP oLIJ
INDEXING INFORMATION THIS SURVEY RELIED UPON THE SECTION SUBDIVISION BY CASCADE SURVEYING AND ENGINEERING FOR N0.53061C0405F PANEL 405 OF 1575,DATED JUNE 19,2020.THE SUBJECT PROPERTY IS IN ZONE X, THERE IS NO VISIBLE EVIDENCE OF ANY CEMETERIES OR BURIAL GROUNDS. C) F- (D 2
Z-04-027-BLA RECORDED IN SNOHOMISH COUNTY,UNDER AFN 200407265279.FOUND CONTROL FOR AREAS DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL CHANCE FLOODPLAIN. .THERE IS NO VISIBLE EVIDENCE OF SPRINGS,PONDS,LAKES,STREAMS,RIVERS,CANALS,DITCHES, ¢ Z LL � O
N.T.S. THIS SURVEY WAS USED FOR COMPARISON WITH POSITIONS OF CONTROLLING CORNERS SHOWN ON SAID MARSHES OR SWAMPS ON,RUNNING THROUGH OR OUTSIDE THE SITE WITHIN 5 FEET. a
sueD1v1s1oN. ( ) s J Z O
BOUNDARY NARRATIVE SURVEYO • Z
R$NOTES: THERE IS EVIDENCE OF PHYSICAL ACCESS TO PUBLIC RIGHT-OF-WAY.
THISSURVEY
M
THIS SURVEY IS A RETRACEMENT OF Z-04-027-BLA RECORDED IN SNOHOMISH COUNTY,UNDER AFN •ALL DISTANCES SHOWN HEREON ARE GROUND MEASUREMENTS IN U.S.SURVEY FEET. Of)
212TH$T NE 200407265279.FOUND CONTROL FOR THIS SURVEY AGREES WITH SAID SURVEY UNLESS OTHERWISE NOTED. U) d Z
TIRE INFORMATION
•THE BOUNDARY CORNERS AND LINES DEPICTED ON THIS MAP REPRESENT DEED LINES ONLY AND W
N REFERENCE SURVEYS: DON'T PURPORT TO SHOW OWNERSHIP UNES THAT MAY OTHERWISE BE DETERMINED BY A COURT OF TALE COMMITMENT: Z = F 1. BOUNDARY LINE ADJUSTMENT Z-04-027-BLA,AFN 200407265279,RECORDS OF LAW.NO GUARANTEE OF OWNERSHIP IS EXPRESSED OR IMPLIED. ALL TITLE INFORMATION SHOWN ON THIS MAP,INCLUDING APPURTENANT EASEMENTS AND ADJOINING DEEDS `
WESLEY ST SNOHOMISH COUNTY,WASHINGTON a a LL Z
2. RECORD OF SURVEY,AFN 201411075003,RECORDS OF SNOHOMISH COUNTY,WASHINGTON UNDERGROUND UTILITIES AND FEATURES DEPICTED HEREON ARE BASED ON FIELD OBSERVATION, FOR UNPLATTED LOTS,IF ANY,HAS BEEN EXTRACTED FROM FIRST AMERICAN TITLE INSURANCE COMPANY
NATIONAL COMMERCIAL SERVICES COMMITMENT NO.NCS-1271153-CLE,DATED JULY 18,2025 AT 7:30 c J
3. CASCADE MEDICAL CENTER A CONDOMINIUM SURVEY,AFN 9202105002,RECORDS OF MARKINGS,DEVELOPMENT PLANS,AND/OR AVAILABLE RECORD DOCUMENTS ONLY.THE TRUE LOCATION, AM.IN PREPARING THIS MAP,BARGHAUSEN CONSULTING ENGINEERS,INC.HAS CONDUCTED NO J Q
SNOHOMISH COUNTY,WASHINGTON 9
NATURE AND/Oft EXISTENCE OF BELOW GROUND FEATURES,DETECTED OR UNDETECTED,SHOULD BE INDEPENDENT TITLE SEARCH NOR IS BARGHAUSEN CONSULTING ENGINEERS,INC.AWARE OF ANY TITLE
4. NORWOOD GLEN PHASE 1 A CONDOMINIUM SURVEY,AFN 200610315003,RECORDS OF S U
SNOHOMISH COUNTY,WASHINGTON VERIFIED. ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED 11LL
5. NOR WOOD GLEN PHASE 2 A CONDOMINIUM SURVEY,AFN 200704035004,RECORDS OF BY SAID COMMITMENT.BARGHAUSEN CONSULTING ENGINEERS,INC.HAS RELIED WHOLLY ON SAID TITLE 0
•THE LEGAL DESCRIPTION AND SPECIAL EXCEPTIONS SHOWN HEREON ARE PER THE TITLE REPORT COMPANY'S REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE
SNOHOMISH COUNTY,WASHINGTON }
REFERENCED HEREON UNLESS OTHERWISE NOTED
6. NORWOOD GLEN PHASE 3 A CONDOMINIUM SURVEY,AFN 200806135173,RECORDS OF . BARGHAUSEN CONSULTING ENGINEERS,INC.QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT I-
MISH COUNTY,WASHINGTON EXTENT. m U
VICINITY MAP ARLINGTON,WASHINGTON QUIT QUIT C CALM DEED FOR ROAD DEDICATION,AFN 200605030943,RECORDS OF HIS SURVEY HAS DEPICTED ALL VISIBLE OCCUPATIONAL INDICATORS N.E.FENCE LINES,BUILDINGS,
SNOHOMISH COUNTY,WASHINGTON WALLS,ETC.-SEE MAP FOR PARTICULARS)PER W.A.C.332-130.LINES OF OCCUPATION,AS LEGAL DESCRIPTION dj
8. SHOftT SUBDIVISION SURVEY RECORD,AFN 8403305035,RECORDS OF DEPICTED,MAY INDICATE AREAS OF POTENTIAL CLAIMS OF UNWRITTEN OWNERSHIP.THIS SURVEY HAS (PER ABOVE REFERENCED TITLE REPORT)
SNOHOMISH COUNTY,WASHINGTON ONLY DEPICTED THE RELATIONSHIP BETWEEN LINES OF OCCUPATION AND DEEDED UNES OF RECORD. PARCEL I; h
NO RESOLUTION OF OWNERSHIP BASED ON UNWRITTEN RIGHTS HAS BEEN MADE BY THIS SURVEY OR
LOT AREk- BY ANY PERSONNEL OF BARGHAUSEN CONSULTING ENGINEERS,INC. REVISED LOT C,CITY OF ARLINGTON BOUNDARY LINE ADJUSTMENT NO.BLA Z-04-027,RECORDED
31051200202700- 119,518}S.F.(2.74}ACRES) UNDER RECORDING NUMBER 200407265279,BEING A PORTION OF THE SOUTHWEST QUARTER OF
31051200200400-(WEST OF MEDICAL CENTER DR) 75,220t S.F.(1.73t ACRES) •THIS SURVEY MEETS OR EXCEEDS THE RELATIVE POSITIONAL PRECISION REQUIREMENTS SET FORTH IN THE NORTHWEST QUARTER OF SECTION 12,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M.,IN
11051200200400-(EAST OF MEDICAL CENTER DR 37.311}S.F.(O.S6t ACRES) THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS IN SECTION SNOHOMISH COUNTY,WASHINGTON;
0 25' 50' 100' TOTAL- 232,049t S.F.(5.33t ACRES) 3(E)'
EXCEPT THAT PORTION FOR ROAD AS CONVEYED TO THE CITY OF ARLINGTON BY QUIT CLAIM DEED
ADDRESS: •THE RECORD DESCRIPTION FOR THE SUBJECT PROPERTY MATHEMATICALLY CLOSES. RECORDED UNDER RECORDING NUMBER 200605030943.
SCALE: 'I"=50' NO SITE ADDRESSES •ELEMENTS AND FEATURES DEPICTED HEREON SATISFY THE REQUIREMENTS STATED WITHIN W.A.C. PARCEL II:
TAX PARCEL NUMBER: 332-130-145 FOR TOPOGRAPHIC MAPS,INCLUDING THE FOLLOWING:THE SOURCE OF THE CONTOURS
31051200202700 AND 31051200200400 SHOWN HEREON ARE BASED UPON DIRECT FIELD OBSERVATIONS. THE CONTOUR ACCURACY IS PER REVISED LOT A,CITY OF ARLINGTON BOUNDARY LINE ADJUSTMENT NO.Z-04-027-BLA,RECORDED
NATIONAL MAPPING STANDARDS,AND THE CONTOUR INTERVAL IS(1').THE PURPOSE OF THIS SURVEY UNDER RECORDING NO.200407265279,BEING A PORTION OF THE SOUTHWEST QUARTER OF THE
NORTHWEST QUARTER OF SECTION 12,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M.,RECORDS OF
SNOHOMISH COUNTY,WASHINGTON;
EXCEPT THAT PORTION FOR ROAD AS CONVEYED TO THE CITY OF ARLINGTON BY QUIT CLAIM DEED
RECORDED UNDER RECORDING NUMBER 200605030943.
0
SPECIAL EXCEPTIONS:
-- (PER ABOVE REFERENCED TITLE REPORT) J 0 CV
1-11 NOT SURVEY RELATED N J
C�Lvll I I 12. EASEMENT,INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: W m
I // RECORDING INFORMATION: APRIL 21,1925 AS RECORDING NO.355401 Z z O
LOT �� \\��� ---------------- --- --- N FAVOR OF: PUGET SOUND POWER AND LIGHT a C.0 0
���\!l \\ ���� / FOR: TRANSMISSION LINES M
-1\11 \A9 �jv / / SAID EASEMENT WAS PARTIALLY RELEASED BY INSTRUMENT RECORDED AS 940776 0
I co�j�t\f�OI�� (PLOTTED HEREON) 0 =
11, EASEMENT,INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: 0 (n off
/ \\ RECORDING INFORMATION: JUNE 12,1961 AS RECORDING NO.1466024 Cn O L,LJ
N89'31'11'E 418.39' 17 J Sa / �j� IN FAVOR OF: CASCADE NATURAL GAS CORPORATION Z L0 0-
FOR: A PIPELINE OR PIPELINES FOR THE TRANSPORTATION OF OIL 0 O a_
\ J _ S AND THE PRODUCTS THEREOF Q
/ O ���y�L (UNABLE TO PLOT DUE TO AM-B M IGUTIY.THIS AREA APPEARS TO BE COVERED BY THE ROAD �
N89'32'11"E 310.28' - 89-32'11"E 80.74' `,,� DEDICATION IN THE FOLLOWING EXCEPTION NUMBER 14,UNDER RECORDING NUMBER,8301140125) _
I r ( C �l l \'\� Q� I 14. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON SAID PREMISES FOR CITY OF
2 (Q\ ARLINGTON,A MUNICIPAL CORPORATION AS GRANTED BY DEED RECORDED JANUARY 14,1983 AS
RECORDING N(UNABLE To PLOT3 12 ARrA ADIACENT TO THE 30.00 FOOT COUNTY ROAD RIGHT-OF-WAY FOR THE
NORTH HALF OF 212 ST.NE,IN ABOVE ROAD DEDICATION)
\��j 15'EXISTING DRAINAGE `jJ+ \ I 15. CONDITIONS,NOTES,EASEMENTS,PROVISIONS AND/OR ENCROACHMENTS CONTAINED OR DELINEATED ..
I EASEMENT PER ,y ON THE FACE OF THE SURVEY RECORDED UNDER RECORDING NO.8403305035.
1�¢� C� NOIT INCLUDED00 6IN7TITLE REPORT S LOT D (USED AS REFERENCE) LL
(� ON/-IoCo $ _ 16. EASEMENT,INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:
I I / RECORDING INFORMATION: JULY 23,1992 AS RECORDING NO.9207230118
CX, ��� i IN FAVOR OF: PUBLIC UTILITY DISTRICT NO.1 SNOHOMISH COUNTY O - -
I N / FOR: UNDERGROUND AND/OR OVERHEAD ELECTRIC DISTRIBUTION LINE =o >
r 1 PLOTTED HEREON) FACILITIES
LO
f' LOT C / ( �iI
17. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT EMITTED"EASEMENT AND AGREEMENT'
RECORDED SEPTEMBER 20,2001 AS RECORDING N0.200109200014 OF OFFICIAL RECORDS.
I ) (PLATTED HEREON)
18. TERMS,COVENANTS,CONDITIONS AND RESTRICTIONS AS CONTAINED IN RECORDED LOT LINE Y u u x
APN 31 051 200202700 APN 3 1 05 1 200200400 ACCESS AND SEWER EASEMENT ADJUSTMENT(BOUNDARY LINE REVISION)Z-04-027-BLA
AFN 200109200014 RECORDED: JULY 26,2004 -
RECORDING INFORMATION: 200407265279 _ o
(USED AS REFERENCE 15 DRAINAGE EASEMENT SHOWN ON MAP BUT NOT INCLUDED IN THE TIRE °
w REPORT) ¢ _�
g 19. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED"STORM WATER DRAINAGE
I f EASEMENT AND RESTRICTIVE COVENANTS"RECORDED AUGUST 23,2004 As RECORDING NO.
(200407265271
PUGET SOUND POWER AND LIGHT -
' TRANSMISSION LINE EASEMENT 200408230517 OF OFFICIAL RECORDS. U
AFN 355401 AND AFN 940776 (PLOTTED HEREON)O9 \v 20, THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED"RESTRICTIVE COVENANT" C
��'01 \\\ C RECORDD MAY 2,2005 As RECORDING N0.200505021012 OF OFFICIAL RECORDS. 2 E NOTE:SAID DOCUMENT WAS NOT EXECUTED BY PUBLIC HOSPITAL DISTRICT NO.3,A MUNICIPAL o�9APN 31os1zo02o040o ioo.o' coftPoftANONNTIRE PARCEL EAST OF MEDICAL 0NTER DRIVE IS A STORM WATER (NOT SURVEY RELATED,PARCEL D OF BOUNDPRI'UNE PAIUSTAIENf Z-Oh027-BLA,AFN'Po EASEMENT AFN 200408230517 200407265279.COVERS NO PORTION OF SUBJECT PROPERTY) 10
10'SEWER EASEMENT Sa 1 051200200400 21. AN EASEMENT FOR NATURAL GAS PIPELINES AND APPURTENANCES AND INCIDENTAL PURPOSES,AFN 200407265279 11 RECORDED MARCH 28,2124 AS 211411211111 OF OFFICIAL RECORDS.21'X32'GASREGULATOR IN FAVOR OF: CASCADE NATURAL GAS COMPANYIJ•IC N5'X5'POWER EASEMENT STATION EASEMENT AFFECTS: AS DESCRIBED THEREIN(LOT A)(PLOTTED HEREON)AFN 9207230118 0 10'POWER EASEMENT ENT (PLOTTED HEREON) 1 OAFN 9207230118 AFN 9207230118 9 10'POWER EASEMENT
10'POWER EASEMENT C a 00
0) fV
1 AFN 9207230118 1 AFN 9207230118 22-25 NOT SURVEY RELATED m :La 0 N
La�
N89'S8'14^N 343.66' N89'58'14"W 213.74' m O N C Ln -•
03
m V
S89.58'14"E 1305.6s' SURVEYOR'S CERTIFICATION: Y
- TO:PUBLIC HOSPITAL DISTRICT NO.3,A MUNICIPAL CORPORATION v
FIRST AMERICAN TITLE INSURANCE COMPANY NATIONAL COMMERCIAL SERVICES:
a
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN j
ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE N1
SURVEYS,JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS,AND INCLUDES ITEMS 2,3,4,5,7(A), a
7(B)(1),7(C),8,9, 10, 11(B), 13, 14, 16, 17, 18,AND 19 OF TABLE A THEREOF.THE FIELDWORK WAS j
�Ol? ER COMPLETED ON JULY 31,2025
xq�gR F wn DATE OF PLAT OR MAP:SEPTEMBER 24,2025 '
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CHRISTOPH R D.PLEIN,PLS DATE ^
9/24/2025 WASHINGTON REGISTRATION NO.46322
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SITE RIM-197.18' J
11 12 CALCULATED SECTIONRISER 6"PVC N IE=197.48' CB SOLID LID z Z lL U
MONUMENT PER(R1) ( ) CB STD GRT 8"PVC SE IE=197.48' RIM=204.06 LU � x
JBox RIM=20523' 12'ADS N IE=199.76' ^ po ~ 2 W �
TRANSFORMER 12'PVC E IE=200.98' 12"ADS SE IE=199.42' Q (�
POWER VAULT 8"PVC S IE=201.51' 8"ADS S IE=200.40' CB STD GRT < Z LL Of O
12"PVC W IE=200.98' 72"PVC W IE=199.42' RIM=201.90' 0 15, 30' 60' Q 0 x
- WATER METER HYDRANT 12"ADS NE IE=196.90' V Z
(X2) rut 12"ADS SE IE 196.75' J Z
i(IIE z-
iz"pps NW IE=196.75' SCALE:1"=30' U) co
212TH ST NE W T /.�" 12"ADS SW IE=196.75 / O d Z
I ----- ---- -w=w w w-w-w-w - _w MAILBOX
sw � Tw w �w w Z
L111SIEY \ MEDICAL CE4TER DR \ a LL Z
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N89'32'11 E 418.39' - -�-�N� - / - -�J SSMH /� W
-�T (PUBLIC ) U _-- o RIM=20LL
0.23' �� o J Z
- / 8 8"PIG NE IE=192.73'
o CURB CUT/ = 5 / c/c \'x'.` �s°/ I k \sc" 8"PVC SE IE=192:73' / O O d LL
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VICINITY MAP ARLINGTON,WASHINGTON �I__240 _ _Lei- -__- �\/�/\ =sz.73 8 PVC NW IE 1 U
MAILBOX/
NW32'11'E 310.28' c N89'32'11"E 80.74' s°'"' ,W / U
/ / CB STD GRT CB STD GRT �4 s � `
-Ao�,,2 j,,,so
ADS N IE=200 63' s _ 'Q re CB STD GRT
8"PVC N IE 20311' em ' ..- RIM=198.30' F
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LEGEND \ e a 12"All HE IE=194.40'
RIM= 3.66' ,¢`.�,+� 12"ADS SE IE=194.40
/ 112 ADS NE IF#199.36' -� (2'a'S. 72"pps NW IE=194.40'
(NOTE:NOT ALL SYMBOLS MAY APPEAR ON THE MAP) '3 _ 3R? 12 PVC W.If=199.36'
B SURVEY MONUMENT(AS NOTED) I �- / PVC/IWSE IE
�� 4CF CONT L.81' / / I /�\\\\\ o •`i. �\
SECTION CORNER(AS NOTED) ,�(( \-/ o TOP ,
SEL REBAR/CAP(AS NOTED) I I \ 1 / STRUCTURE=2 2.61'
r UNA LE TO A CESS PIPE \ \\\\\\
o FOUND REBAR%j(AS NOTED) TO @ \\ `� HYDRA
❑ SEL 2'X2"HUB TACK LINE STAKE \\ '\ ThTE�EAST/
MAG/WASHER OR LEAD/TACK(AS NOTED) ,'�C� \�7��i� $
A � B POLE
ENCHMARK �t�� J W/LOT UGHT
»i LUMINAIRE(LUM.)
E$❑ YARD UGHT IC �/y c/ I / \ 111111II�' 3p0 / CB STD GRT - Q
Y,k ORNAMENTAL LIGHT 1-2
CB STD GRTRIM=194.57'RIM=20621' / mo_ `�V 1f 0 12"ADS NW IE190.37'
TRAFFIC SIGNAL LIGHTS 8"PVC SE IE=202.15' .� ROCKERY \ 12"ADS 5 IE=190.37'
POWER METER 12"PVC W IE=201.86' 0 / / / / \\1 111 I I I I I I J Q CV
4 POWER POLE 12"PVC NE IE=20t66' ,g
® JUNCTION BOX(AS NOTED) I l j cI / / / 111 I IIIIIIIIII \ \¢ II I o 6 SENN 4.27' w J =
® TELEPHONE MANHOLE d § m
❑ SCATCH BASIN TORM MAN
I CB STD GOT -� 0 I // / IIII IIII I I �_ 8"PVC NW IE=187.57' z Z CO 0
® I I I RIM=206.10' \ I I I I I I I I I I #I w d (Y)
8"PVC S IE=187.57'
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Q SANOARY S(WER MAN)OLE(SSMH) B"PVC NE IE=203.05' wO\ // IIII I IIIII I w LL
o CLEANOUT AS NOTED 4"PVC W IE=203.95'
GAS MARKER l e l. sy 1 I MAILBOX O Q
O GAS METER I �
m GAS VALVE I _
W WATER VALVE(WV) POST I y 2 a / / \ A�o // /I / / I I IIII IIII II I II I�, RI STD GRT C� 0 U) De
RIM-191.16' C/) �
/ I / I CB STD GRT f 12"ADS N IE=182.91' Cn O LLI
F FAUCET -w 7 °c s
FIRE HYDRAM(FH)/CONNECPON(FDC) a o o o b S IIII RIM'ADS ' 0 2'ADS NE I-1 .91,2. Z CD
/ l / F 12'ADS E '" so 12"ADS S IE=182.91' Q
® WATER MANHOLE OWER v =gV U
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WATER METER I \ -� _ POLE /�� \ o \�� o ° .tom/ \ �_�/ ('� IIIII II IIIIIIIII II I 12"ADS W IE=182.91' U) �
'..l o (ASPHALT \\ - / / ry' / III III III
BLOW-OFF/AIRVAC WIDTH -� � /� `br\ �� /�/ �-�� J 'ro
MONITOR WELL I{I� 36.7' CB To GRT
® SIGN I I !n I ,W. / / �� °. °\ \ I Q Q -__� RI M=205.42' / / `/ l / / IIIII IIIII I I f' w HYDRANT
D IRRIGATION SPRINKLER I 1 - ��- 8"PVC NW IE=202.72'
�i DIRECTIONAL ARROW I U H I /i / / / --\ \` Q / / //
ADA SYMBOL �� I I \\ � .<. ,°., I D LIGHT $ /\C)\,_�-�/ / I IIII I �I o
-x- CHAIN LINK FENCE (J TI'P) // / /� // IISSj //� /// IIIIIIII IIISI II II 1i\N �✓w I O
WOOD FENCE
-ow SIOLL FENCE
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-O- MELAL/IRON FENCE ,I I 6} FLAG POLE
/ I I W/ANCHORS L GUARD RAIL CABLE FENCE 1 Q
BARBED WIRE FENCE I / / I -
-w-w- WATER LINE -i ROCKE _\ o
GAS LINE I �� / / / --��� (TYP) \Q\ ---C /� / // // /// / 11 1 II IIIIII N o �x/ -
crxx- TELEPHONE LINE OH OR UG I / / \ \ \ ---- 11 I I I ~ � =il >
-1 T - O f�# I I I ----o�_� IIIIIIIIIIIII�
-SD- POWER LINE(OH)OR(UG) SSMH / / Q _�� -- / III I/ gSpHALT WIDTH
-so- STORM LINE RIM=20533 I 300 ; 1 �/
SEWER LINE 8"PVC N IE=19873 I I I \ --'/ / / q��� / / \\ `1 III III III b �, 37.4'
C1OG't ROCKERY 8"PVC S IE=19873 II
� KEYSTONE WALL i I l / r-- - lQ
DECIDUOUS TREE I --\ ( y_.'-,_, / o
CONIFEROUS TREE I II 30.0' 30.0I WATER METER
CONCRETE �".i I \I I J/ / / \T I G:.�� -'�:1 15
/ // '/ / / �/ / �� i \\\\\ III III IIIIIIIIII SSMH n o
--_e-- GRAVEL/SAND(AS NOTED) X � Q / // /// / / // \ IIIII(IIIIII ��y� I R8 PVCIM 177.99 ¢
- ASPHALT I / J / �.-�-+.-� -�i 11 /- /� / / `\\ III IIIII I ,LW�y}� w 8"PVC E IE 16994' II
LL�� BUILDING LINE o , 14 / �qep�� I / / / ,- "�' w 8"PVC W IE-169.94' J O
ABBREVIATIONS I / / / -� CB STD M ON/ J V
(R�) REFERENCE SURVEYS �-p 1 ��/ RIM-1 / \\ III IIIII III c vy\ I \ RIMSi STD GIRT
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III` I / 4"ADS N IE 7,, X 1•�.' I LU L 1n E
(OH) OVERHEAD I I / ER POLE / � '�-�1�+,.r_` _ �I II �- -��� ( I I \ II III I I 12"ADS N IE 174.44' Z '
ASPHALT -� /'� I / 12"PVC E IE 18342' \
/ ,r-� _ 12 PVC W IE 18346' i 12'ADs E IE 17254' L1J a
(UG) UNDERGROUND ,a WIDTH / - =� - PVC S IE=183.52 \� / CB STD GOT q I o I 72 ADS W IE-172.44' t rn/ UNABL TD 1 �� POWER WIRE \\
(TY TYPICAL ° � 36.8' i A S AREA Tye-���--'- R �I EL�15.fi ���. = 779' Q C () R
/J 2 32 12 I I RIM 17. I
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(C) CALCULATED CB STD GRT 73 GAS MARKER`_ _� ``/ 0 N
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