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HomeMy WebLinkAboutPre-Plat ALIGN D SU DIVISION PRELIMINARY PLAT SOUTHWEST QUARTER OF THE SOUTHWEST CORNER OF SECTION 16, TOWNSHIP 3N , RANGE 1 E , BOISE MERIDIAN MERIDIAN , IDAHO z 2026 a U U) w w H a a PRELIMINARY PLAT NOTES PROJECT CONTACTS 1. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN ) CIVIL ENGINEER/PLANNER COMPLIANCE WITH TITLE II OF MERIDIAN CITY CODE UNLESS OTHERWISE MODIFIED BY CONDITIONAL USE PERMIT. .o KIMLEY—HORN AND ASSOCIATES, INC. O 2. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES W IDAHO STREET, SUITE 210 BOIS ABOVE THE HIGHEST ESTABLISHED NORMAL GROUNDWATER ELEVATION. '0 BOISE, IDAHO 83702 3. ANY RE—SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED 0 PHONE: (208) 410-6147 SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF THE RE—SUBDIVISION. ® ® ® _ ® CONTACT: TIM NICHOLSON, PE 4. ALL LOT LINES COMMON TO PUBLIC STREETS ARE HEREBY DESIGNATED TO HAVE A TEN (10) W EMAIL: TIM.NICHOLSON@KIMLEY—HORN.COM FOOT PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, AND LOT DRAINAGE, UNLESS I ® z OTHERWISE DIMENSIONED. ® ® w OWNER/DEVELOPER ui 5. FRONT, REAR, AND SIDE YARD EASEMENT LOCATIONS AND WIDTHS TO BE DETERMINED WITH W FINAL PLAT. ALIGNSPHERE VENTURES, LLC a 6. MAINTENANCE OF ANY IRRIGATION AND DRAINAGE PIPES OR DITCHES CROSSING A LOT IS THE 7121 CROSSROADS BLVD �o co N BRENTWOOD TENNESSEE 37027 n co RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN PHONE: (832) 954-6443 o IRRIGATION/DRAINAGE ENTITY. ® Z Y N 7. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, WHICH CONTACT: MARK JANG z U) IN TE 84 EMAIL: MARKJC�?ALIGNSPHEREVENTURES.COM � STATES: "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF o 6 N SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN SITE LOCATION LAND SURVEYOR W o co OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT NV5 GLOBAL, INC. ■ Yco THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT 690 INDUSTRY WAY, SUITE 10 ► N - APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF N. �� MERIDIAN, IDAHO 83642 N .N E. OVERLAND RD o m° ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF. PHONE: (208) 275-8785 8. RESTRICTIVE COVENANTS WILL BE IN EFFECT FOR THIS SUBDIVISION. a CONTACT: WAYNE A. CAUDELL 9. LOT 1; BLOCK 1 IS A COMMON LOT TO BE OWNED AND MAINTAINED BY THE ALIGNSPHERE EMAIL: WAYNE.CAUDELL@NV5.COM VENTURES, LLC. THIS LOT SHALL BE USED FOR DRAINAGE AND LANDSCAPING AND IS SUBJECT TO A BLANKET EASEMENT ACROSS SAID LOT FOR PUBLIC UTILITIES, IRRIGATION, 3 AND LOT DRAINAGE. W 5 U Z7L ppOO ae H U � 7 O VIC/IWTYMAP ~ o w = N.T.S. > w Q Y SHEET LIST TABLE p = 0 N SHEET NUMBER SHEET TITLE D Z 01 COVER SHEET Q 3 02 EXISTING CONDITIONS C) w C) s 10' 50' PROP 10' w 3 03 ROW VACATION — EXCHANGE PUE R/W PUE z lO W 36, 04 FEMA FLOOD PLAIN MAP (� 05 PRELIMINARY PLAT B/C Q 2. I , I 'I� 06 ENGINEERING PLAN ,yL 5 16 16 5 MP LANE LANE S/W I S�-DP 07 ENGINEERING PLAN F —27. 2 F / i= E-1 II=I;,1IMI1 1II,;,-,;,II _ 1 III F —111—I I1= ASPHALT PAVEMENT —111— 11- COMPACTED SUBGRADE I—I v v 3 PIT RUN �- 6" VERTICAL CURB & GUTTER (TYP.) � ~ U 0 o CRUSHED GRAVEL 5" CONCRETE SIDEWALK (TYP.) m o 0 w z Y z N o > = w CD c? a o 0 U 0 a a a o U QU A RACKHAM ROAD SECTION COMMERCIAL SCALE: NTS J N a Q o w o z d m m W w Q Q a N z z Z Z W p _°; U 2 o a z a U y z U U o Q O Q Q a E 0� 12� U U LLJa U N 0 D_ U) U) O SEAL PRELIMINARY Y N FOR REVIEW ONLY Q NNOT FOR 11� CONSTRUCTION 0 Kimleyl Horn o Kimley-Horn and Associates,Inc. M U j 3 CAUTION: NOTICE TO CONTRACTOR L SHEET NO. � U s 0N m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES u' 01 1 AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE 0 d UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhays below. 01 OF 7 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. CBII before you dig Xref ..\References\xTITL.dwa LEGEND EXISTING CONDITIONS NOTES SECTION LINE ❑1 EXISTING SIDEWALK TO BE REMOVED. — — — — — — — — — — — EASEMENT ❑2 EXISTING CURB AND GUTTER TO BE REMOVED — — BOUNDARY ❑3 EXISTING PAVEMENT TO BE REMOVED. EXISTING FENCE ® EXISTING OVERHEAD POWER TO BE REMOVED. OHP EXISTING OVERHEAD POWER LINE I ❑5 EOP EXISTING EDGE OF PAVEMENT EXISTING GRAVEL TO BE REMOVED. I � TEL TEL EXISTING COMM LINE © EXISTING SIGN TO BE REMOVED. \\ EGR EXISTING GRAVEL ❑7 EXISITNG VEGETATION TO BE REMOVED. I I \ I \ \ \ EXISTING CURB AND GUTTER ® EXISITNG STORM DRAIN STRUCTURE TO BE REMOVED AND x 24 I E EXISTING ELECTRICITY LINE RELOCATED. 22 �� �� I I ❑9 EXISITNG STRIPING TO BE REMOVED. J'1 EG CONTOUR oEXISTING COMM LINE TO BE REMOVED. CONTRACTOR TO 20 • EXISTING MONUMENT a \ 110 BACKFILL. I25 \ �� �� _ _ � EXISTING OVERHEAD POWER POLE 11 EXISTING PROPERTY BOUNDARY TO BE REMOVED. o h _ _ I 12 EXISITNG FENCE TO BE REMOVED. Q EXISTING SIGN TO BE REMOVED AND RELOCATED. 17 21 I \ 14 EXISTING SITE FEATURE TO BE REMOVED. o\27 \ I� coII 15 EXISTING SEWER LINE PROTECT IN PLACE. 23 EXISITNG WATER LINE PROTECT IN PLACE. EXISITNG COMM LINE PROTECT IN PLACE. tiA \ \ mr � 18 EXISTING GAS LINE PROTECT IN PLACE. I" 12 EXISTING SEWER MANHOLE PROTECT IN PLACE. z IFU5 �s \ \ 20 EXISTING GRAVEL PROTECT IN PLACE. Q \\ _ APN: R8178650100 0 CID X 17 \ \_\y\ 2640 \\ \ 21 EXISTING FENCE PROTECT IN PLACE. Q CID N 1 � 27 \\ \ \\ � 0 N N 14 A 23 F� \\ 2640 Q y I E R \ \ \ 22 EXISTING PAVEMENT PROTECT IN PLACE. you\0 4 \ \\ 26Qs \ 0 C o 25 24 I \ tiA '� 5 e \\ \\ 23 EXISTING OVERHEAD POWER PROTECT IN PLACE. W in \ \ I J o00 a 48° I °\ \yA \� 17 5 \ \\ 24 EXISITNG CATCH BASIN PROTECT IN PLACE. o 0co o Im B/C 13 4 ecR \\ .\ 0 75' � 3 \ \ \ 25 EXISTING STORM DRAIN LINE PROTECT IN PLACE. Y l R/W i � , \ \ 14 \\ \ \ 26 EXISTING ELECTRICITY LINE PROTECT IN PLACE. 27 1 I w FcP \ 10 W \\ \\ 27 EXISTING SIGN PROTECT IN PLACE. S0 U^ W \ \ z p 7 5 W Q 6 X E N 5 \ 0 Q I Q w Y C APN: S 111633640I AP O Z APN U) U Q L 3 r^• m = 5 \ \ \\ W VJ 3 0 \ \ \ z z W 6 \ I J U) 1 10 I I ��s \ Q 17 3 A Irq 4 \ `PC 0 \\ I �-265p ��3 \\\ o \ I GRAPHIC SCALE IN FEET 18 I 24 I 26S 10 I 19 5 \ \ \\ 0 25 50 100 S 4 d 4 14 731 \ \ NORTH 25 �� 17 4 6 61�0 p \ \ N- I 17 11 16 1 11 — EGR _ — 7 U EGR 14 \ _ EGR \ U U —i24 _. —� 13 — — — _ _ — — 8 5 \\\ \\\ I m ` — _ — — — — — — — — — EGR EGR \ \ Q Q _ _ _ co w � 650 --- -- 1 _\� I — I 17 1 \ z Y z 13 23 - 9 — - - - o — — \ ( U w o IOT 2 2 17 i7l 13 - - - - 16 0 = w Qf Ln 0 U 0 a m - 24 13Of Ln 13 24 0 _ 16 _ _ - E. OVERLAND ROAD 16 _ °' 2 16 w o r - - _ -- - 18 a 16 - -- — — - - a_ o 24 25 19 25 w LO 16 24 i Q a Z ° z z a z 15 19 15 24 z v = � J o Fmi 16 25 Q O Q Q a LLJE 15 � � U U a y .VAW . SEAL PRELIMINARY Y N FOR REVIEW ONLY Q NNOT FOR 11� CONSTRUCTION 0 Kimleyl Horn o Kimley-Horn and Associates,Inc. M c j 3 CAUTION: NOTICE TO CONTRACTOR L SHEET NO. co U s 0N m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES u' O^ 1 AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED L o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE 0 d � UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhays below. 02 OF 7 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig LEGEND EXISTING ROW VACATION (18923.4 SF) ' PROPOSED ROW DEDICATION (26640.5 SF) o \ 1 \ 1 I 1 \ I W I \ ► I � I o I I I I I o w EXISTING ROW \ \ Z Ui LU LO I \ Q \ \ \ U) 00 I \ \ I \ \ \\\ \\ Q O N \\ \ \\ \ \\ CURVE TABLE o � N \ \ \ \ CD CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT J o 00 \ / ° \ C1 271.56' 199.07' S21°40'43"E 194.64' 42°00'03" 104.24' C12\ - PROPOSED R N S89°14'12"E _ _ / C2 304.95' 175.72' S26°1O'12"E 173.30' 33°00'57" 90.38' rn o c°o 1 \ ao LO C3 431.92' 166.67' N27°00'03"W 165.64' 22°06'34" 84.39' C77 / C� C4 475.00' 87.16' N32°47'55"W 87.04 10*30'50" 43.70' \'1� - o „ \ \ 4n C5 205.00 69.98 N37°19 14 W 69.64 19°33 28 35.33 w i o �= 66.9' O C6 205.00 55.01 N54°47 13 W 54.84 15°22 29 27.67 N89°14'12"W - \ z j C7 205.00' 95.75' N75°51'19"W 94.89' 26°45'45" 48.77' Q a I o °Mo N \ ,0 C8 155.00' 139.15' N63°31'04"W 134.53' 51*26'16" 74.66' O p EXISTING ROW--,,,. C9 155.00' 100.41' N19°14'23"W 98.67' 37°07'05" 52.04' (!) _ T I O I 0 `�>• C10 205.00' 132.81' S19°14'23"E 130.49' 37°07'05" 68.83' w Q Y w S� >s�s o - \ S - \ C11 205.00 184.04 S63°31 04 E 177.92 51°26 16 98.74 z Z Q I , 63 f \ 'A \ C12 155.00 99.01 S70°56 14 E 97.33 36°35 56 51.26 (n O Q w R/W ° w 3 � w o � Q 0 I � Q U C I � GRAPHIC SCALE IN FEET 0 20 40 80 \ 1 1 1 \ \\ NORTH zco I \ 11 \ \ \ I , U Lj I \\ I ~ } o X I \ c� (D m - LLJ - NO°40'51"W L SO°4&51"�- \ \\ o m w o > - - - -- - - - - - - - - - - - - - - - - - - - - - - - , - -- - _ _ - - - - - - - - - - -14.9' 16.1' \ \ - � � I - - 50.0 127.1' � S89°14'12"E Q w co - _� -� vo° N89°1° N89°14'1 2"W o . ' " > 11 a O \ J N- M W \ Z ° I o c°I�`� `� E. OVERLAND ROAD - - - - I a M 5 o - - - - - J o O I w w o � o -I Q j Q Z Z- - - z w o = S89°14'12' E t _ _ z v = j �. w w w Q y 95.3' o - - - - - - J `o - LU a o c 0 d C/) C/) SEAL PRELIMINARY Y N FOR REVIEW ONLY Q aNOT FOR CONSTRUCTION C CD Kimley*Horn N co ` Kimley-Horn and Associates,Inc. O ° o C U � L j 3 CAUTION: NOTICE TO CONTRACTOR SHEET NO. N OI o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES'w O Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ° w a CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o C UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhan below 03 o f 7 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig I I I LEGEND EXISTING ZONE X I EXISTING ZONE AE EXISTING FLOODWAY ZONE AE — — EXISTING ZONE BOUNDARY LINE ` I 2500.0 EXISTING BASE FLOOD LINE AND ELEVATION I I n \ a p \ \ W � I I Uj Now _ -Una w � _ � ZONEAE 1 \� -OWN \ FFLOODWAY ZONE AE \ 0) CO p) \\ ` \ w \ ZONE X �o LO N co U) 00 co \ \ \ 0 N N 00 I \ \ \ I0 zo co APN: R8178650100 00 \ ZONE AE I \ \\ ■ �� Y C14g .0 p o Y \ ZONE AEOft— o \ i 48' I 75' 11EX \ \ \ \ N I R/W 0 \ Y I I `� `\ \ cy,, I ♦ > J Q 0 0 0 T10, \ iji \ w LL LU o I Y APN: S 1116336403 APN: S 1116336453 \ \ I J Q L UJI APN: S1116336421 Q I \\ \ \\ I Q U LLI On V/�� \ ` LL a \ \ GRAPHIC SCALE ALE IN FEE O 2 100 o \ \ \ I 26 \ NORTH 3 I I \\ \ \ \\ I m o 0 \ w Z o \ \ ''' z CD I \ I (D U N " N I - \ \ \ o = w Lu a I — — C, a — 0 U 0 W cV Q — — — — -- - — — - - - - - - - - - - \ d o o z —L I— co -moo I \ U — — — - — — — —'�- — — — — LLj O' a c m \ - - - Q o ii� Q Z Z LU 0 .2 m Z U 2 > _ _ _ — — — — � — _ w wE. OVERLAND ROAD o Q Qo QE � U Uw a � �o w o ` SEAL ? Z U d PRELIMINARY — / — — — — FOR REVIEW ONLY NOT FOR CONSTRUCTION C Kimley*Horn N m Kimley-Horn and Associates,Inc. O o C U � N L j 3 CAUTION: NOTICE TO CONTRACTOR SHEET NO. N OI o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES'w O A Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED 4 o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ° w a CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o C UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhan below 04 of 7 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig 17 16 1 LOT AREA TABLE \ IN, \ LOT NUMBER BLOCK NUMBER LOT AREA(SF) LOT AREA(AC) \ \ \\ 1 BLOCK 2 107,437 2.47 \ \ \ \\ \\ 1 BLOCK 1 39,235 0.90 I I � \\ \ \ d- \ - \\ \ _ \ - - CURVE TABLE CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT o \ ° ° \ X C1 155.00 99.01 S70 5614E 97.33 36 35 56 51.26, C2 205.00' 184.04' S63°31'04"E 177.92' 51°26'16" 98.74' o C3 205.00' 132.81' S19°14'23"E 130.49' 37007'05" 68.83' w x i C4 304.95' 47.00' N5°14'47"W 46.96' 8°49'54" 23.55' I C 11 155.00 100.41 N 19 14 23 W 98.67 37 07 05 52.04 a \ I I� C13 155.00 139.15 N63 31 04 W 134.53 51 2616 74.66 ,� \\\ C16 205.00' 150.76' N68°10'05"W 147.39' 42°08'13" 78.97' \k \\\ C17 205.00' 69.98' N37°19'14"W 69.64' 19°33'28" 35.33' \ \ \ C19 475.00' 87.16' N32°47'55"W 87.04' 10-30-50" 43.70' O C20 431.92' 166.67' N27°00'03"W 165.64' 22-06-34" 84.39' MTM I \ I \ I z Q LO \�c9 0. w \\6�3� 3�2'F \ Q O co M \ \\ 26�•30, �� z N N. \ \ a \ \ \ \ \ \\ o � N CD \ w O co M \moo \ I PROP R/W \ \ J 0 0. \ 39,235 SQ FT \\ 6p \ a 0.90 ACRES � ° I \ BLOCK 1 W \ F' \\ o 0 ° I � MULTI-USE \ PATH a \ � S S \ \ \ C� Sj� FSMT \ o 66.9' \ \ ti \ \ \ m M LO co 04 PROP R/W _ _ C) C2 e�C S' \\ c o C16 \\ \ \\ J po 0 ZI lul 7 27.5' 39.4' > < c73 \ �\ \ m - N 26' \ \ \\ Q Z W Q I =•..,., :<r..:. ..•..t_ :>„, d. ACCESS ESMT IN o � V J\ z m .'r' .f is• •.l•.;....i.. \ Q 5 _T7 t a w G o . \Yr LU s•.{• '•f I PROP. PROPERTY LINE \ �� ��6 ��� Lu 2i >: a, \ I..L V / 107,437 SQ FT �\ Q 75' 2.47 ACRES R/W I BLOCK 2 c�.i \ \ �� \\ GRAPHIC SCALE IN FEET 04 \ \ \ �/ \ 0 20 40 80 N .. �. f t \ \ \\ \ NORTH L/S BUFFER d Ua IS .'d LL 0 I \ \ \ o 0 U,W o ^ LU o Z42,942 SQ FT \ (D0.99 ACRES Lb \ = wNa U 0\ OO I \, O m I iru'' \ LLJ - - -LL_ _ I I L - - \ w o I w r - - \ \` \ I d o - - - - - - - - - - - - - -311.2 - - - -- 7 \z 241.5 87.5' Cl) PROP R/ N89°14'1287.53 wN29°56'11"W LLJ � a Q --66.00' v \ I "' LU m N �' 0° E. OVERLAND ROAD a L O N I �SO°45'48"W SEAL 17� 16 m 48.00 L PRELIMINARY Q20 22'1 95.33' - - I - - - - - - - - - - �,•- S89°14'12"E 1864.22' - 16 _ 705.51 FOR REVIEW ONLY Q a 21 NOT FOR C CONSTRUCTION CD Kimleym Horn N coKimley-Horn and Associates,Inc. O � o 2 U � N � L j 3 CAUTION: NOTICE TO CONTRACTOR SHEET NO. N OI o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES'w O Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ° w 7 CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o C UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhan below 05 QF 7 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig