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PZ - Preliminary Plats A C 4 3 A C 2 1 B B E L E C T R I C A L I N STORM OUT STORM OUT WA S T E O U T O P T I O N WA S T E O U T O P T I O N W A S T E O U T O P T I O N WA T E R I N GA S I N ST O R M O U T S T O R M O U T A A B B C C 3 3 4 4 5 5 6 6 8 8 9 9 10 10 11 11 12 12 13 13 7 7 20' TEMPORARY STORM & WATER DRAINAGE EASEMENT INST. No. 108125845 18' P.U.I.D.EASEMENT PER MUSSELL CORNER SUB. R55' TEMPORARY TURNAROUND EASEMENT INST. 108125846 SA N I T A R Y S E W E R A N D W A T E R M A I N S EA S E M E N T I N S T . N o . 1 0 5 0 8 5 9 3 1 30' KENNEDY LATERAL EASEMENT PER MUSSELL CORNER SUBDIVISION 16' P.U.I.D. PER MUSSELL CORNER SUBDIVISION CROSS ACCESS EASEMENT INST. No. 105175653 SANITARY SEWER AND WATER MAIN EASEMENT INST. No. 109045638 R.O.W. EASEMENT PER WARRANTY DEED INSTRUMENT NO. 8515425 IN THIS AREA (LIMITS UNDEFINABLE) COMMON USE SEWER AND WATER EASEMENT INST. No. 105085931 PROPOSED 20' WATER EASEMENT S8 9 ° 4 1 ' 4 4 " W 70 . 0 0 ' 1331' S0°38'28"W 1330.27' PROPOSED 20' WATER EASEMENT CROSS ACCESS EASEMENT WIDTH VARIES 3 0 ' K E N N E D Y L A T E R A L E A S E M E N T 8' P . U . I . D . P E R MU S S E L L C O R N E R S U B . INGRESS-EGRESS EASEMENT INST. No. 105175653 INGRESS-EGRESS EASEMENT INST. No. 105175653 PROPOSED 30' WATER EASEMENT 70 ' C1 Chord Length 430.29' 4 1.13 AC 2 1.22 AC 5 2.42 AC N0°38'28"E 169.52' PL PL P L P L P L PL PL P L 3 1.01 AC P L P L PL N8 9 ° 0 4 ' 2 3 " W 1 0 4 . 0 1 ' P L P L PL PL PL PL PL PL PL PL PL P L P L P L 6 0.86 AC 11 1.26 AC 10 1.00 AC 9 1.53 AC S8 9 ° 4 2 ' 1 8 " W 6 3 3 . 3 5 ' N0°55'37"E 110.06' S8 9 ° 4 2 ' 2 2 " W 2 7 0 . 0 4 ' N0°38'28"E 840.22' N8 9 ° 4 1 ' 4 4 " E 1 6 2 . 0 0 ' S50 ° 4 5 ' 3 7 " E 5 5 8 . 7 7 ' S53 ° 2 2 ' 3 1 " E 2 6 4 . 2 9 ' S0°29'16"W 361.15' S8 9 ° 4 2 ' 1 8 " W 6 3 3 . 3 5 ' N0°00'00"E 159.17' N8 9 ° 0 4 ' 2 3 " W 1 0 4 . 0 1 ' N0°55'37"E 110.06' N89°04'23"W 51.53'N0°38'28"E 169.52' S8 9 ° 4 2 ' 2 2 " W 2 7 0 . 0 4 ' N0°38'28"E 840.22' N8 9 ° 4 1 ' 4 4 " E 1 6 2 . 0 0 ' S50 ° 4 5 ' 3 7 " E 5 5 8 . 7 7 ' S53 ° 2 2 ' 3 1 " E 2 6 4 . 2 9 ' S36°37'29"W 32.14' S53°22'31"E 21.56' S89°31'31"E 18.52' S0°29'16"W 361.15' N0°00'00"E 159.17' PROPOSED 31' CROSS ACCESS EASEMENT PROPOSED 20' WATER EASEMENT 7 1.17 AC NATURAL POND EASEMENT INST. No. 105175654 23 6 ' 50 ' 18 6 ' 229' 216' 192' 32 9 ' 18 4 ' 14 4 ' 223'56' 6 2 ' 2 1 8 ' 2 2 2 ' 18 ' 50 ' 141 ' 108' 21 2 ' 81' 15' 96' 57'53' 21 1 ' S8 9 ° 4 2 ' 2 2 " W 11 3 0 . 3 2 ' L =1 7 4 .2 7 ' R =6 5 5 .0 0 ' L =2 2 3 .8 3 ' R =6 5 5 .0 0 ' L =4 0 .3 2 ' R =6 5 5 .0 0 ' PROPOSED 30' P.U.I.D. EASEMENT A.C.H.D. STORM EASEMENT INST. #104068411 A.C.H.D. STORM EASEMENT INST. #104068411 235'280'326' 317 ' 242 ' 22 0 ' 19 0 ' 22 3 ' 10 ' P E R M A N E N T P U B L I C U T I L I T I E S , DR A I N A G E A N D IR R I G A T I O N E A S E M E N T P E R MU S S E L L C O R N E R S U B D I V I S I O N 10' P.U.I.D. PER ROS INST. # 109137990 10' P.U.I.D. PER ROS INST. # 109137990 8 3.05 AC P L P L PL 199' 224 ' 189 ' P L P L 12 0.93 AC 223' 1 1.16 AC 279' 232' 208' 25 3 ' 19 4 ' 232' 141' 31 ' 2 6 3 ' 76 ' 2 8 1 ' 1 9 0 ' 18 ' PROPOSED 20' WATER EASEMENT Curve Table Curve # C1 Length 438.43' Radius 655.00' Delta 38°21'04" Chord Direction S31°35'05"E Chord Length 430.29' LEGEND LOT NUMBER1 BLOCK NUMBERBLOCK SECTIONAL CORNER C KENNEDY LATERALL BU T T E R B R U S H P O I N T S U B D I V I S I O N , BO O K 1 0 0 , PA G E S 1 3 1 3 7 - 1 3 1 3 9 JA C K ' S P L A C E S U B D I V I S I O N , BO O K 1 0 7 , P A G E S 1 4 7 7 4 - 1 4 7 7 6 OBSERVATION POINT SUBDIVISION, BOOK 84, PAGES 9276-9278 NOTES: 1.ALL BUILDABLE LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH DOMESTIC WATER SERVICE BY THE CITY OF MERIDIAN. THE PROPOSED WATER MAINS SHALL BE CONNECTED TO EXISTING CITY OF MERIDIAN WATER MAINS TO PROVIDE SERVICE TO THE SUBDIVISION. 2.ALL BUILDABLE LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH SANITARY SEWER SERVICE BY THE CITY OF MERIDIAN. THE PROPOSED SANITARY SEWER MAINS SHALL BE CONNECTED TO EXISTING CITY OF MERIDIAN SANITARY SEWER MAINS TO PROVIDE SERVICE TO THE SUBDIVISION. 3.A PRESSURIZED IRRIGATION SYSTEM OWNED AND OPERATED BY THE DEVELOPER, OR ASSIGNED, WILL BE INSTALLED TO SERVE THE LOTS. 4.THIS PROPERTY IS LOCATED IN ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN), FEMA FLOOD INSURANCE RATE MAP COMMUNITY MAP NUMBER 16001C0234H, REVISED FEBRUARY 19, 2003. 5.STORM WATER DRAINAGE SHALL BE MANAGED & DETAINED IN UNDERGROUND SEEPAGE BEDS ON-SITE IN ACCORDANCE WITH CITY OF MERIDIAN, ACHD, AND NAMPA MERIDIAN IRRIGATION DISTRICT REQUIREMENTS. 6.DIRECT ACCESS FROM KUNA-MERIDIAN ROAD IS PROHIBITED. MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH THE CITY OF MERIDIAN APPLICABLE ZONING AND SUBDIVISION REGULATIONS AT THE TIME OF ISSUANCE OF INDIVIDUAL BUILDING PERMITS OR AS SPECIFICALLY APPROVED AND/OR REQUIRED. 7.THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH IDAHO CODE SECTION 31-3805 CONCERNING IRRIGATION USE. 8.THIS SUBDIVISION RECOGNIZES SECTION 22-4503 OF IDAHO CODE, RIGHT TO FARM ACT WHICH STATES: NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF 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 OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF. 9.ALL LOTS IN THIS SUBDIVISION ARE SUBJECT TO CROSS ACCESS AND PARKING EASEMENTS. 10.PRESSURIZED IRRIGATION LINES TO BE CONTAINED WITHIN 10' MINIMUM EASEMENT WHEN LOCATED OUTSIDE OF PUBLIC UTILITY EASEMENT. H O R R O C K S E N G I N E E R S N FOR PRELIMINARY PLAT VICTORY COMMONS SUBDIVISION SITUATED IN A PORTION OF GOV'T LOT 4, SECTIION 19, T.3N., R.1E., B.M. CITY OF MERIDIAN, ADA COUNTY, IDAHO -2019- 0 60'120' SCALE: 1" = 60' S. KUNA-MERIDIAN RD T.3N., R1E. T.3N., R1W. 2524 3019 ALUMINUM CAP, C.P.&F. # 114024259 VI C T O R Y R D NOT A PART ACREAGE SUMMARY TOTAL - 16.745 ACRES COMMERCIAL LOTS - 16.745 ACRES COMMON LOT - 0 ACRES STREET RIGHT-OF-WAY - 0 ACRES MERIDIAN WASTE WATER DIVISION SEWER PROVIDER ROADWAY JURISDICTION I.T.D.,MERIDIAN ROAD (HWY 69) ACHD - VICTORY ROAD NAMPA MERIDIAN IRRIGATION DISTRICT IRRIGATION DISTRICT FIRE DISTRICT MERIDIAN FIRE COMMERCIAL = 8 DENSITY = 0.63 DU/ACRE LOT SUMMARY BVA DEVELOPMENT 2775 W. NAVIGATOR DR., SUITE #210 MERIDIAN, ID 83642 OWNER/DEVELOPER ENGINEER / SURVEYOR SUEZ WATER WATER PROVIDER HORROCKS ENGINEERS 2775 W. NAVIGATOR DR., SUITE #210 MERIDIAN, ID 83642 208-895-2520 CONTACT: ROB SUNDERLAGE, P.E. FRITZ BROWNELL P.L.S. PP1.0 LOT DIMENSIONS AND EASEMENTS PP1.1 NATURAL FEATURES & UTILITIES PP2.0 SITE PLAN SHEET INDEX EXISTING - C-G ZONING CHISLED "X" IN TOP OF CURB AT RADIUS MID POINT AT NORTHEAST CORNER OF MERIDIAN ROAD AND VICTORY ROAD. ELEV: 2659.11' (NAVD 88) BENCHMARK VICINITY MAP 1" = 1500' SITE VICTORY RD. RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E ww w . h o r r o c k s . c o m PAGE 1 OF 3 PR O J E C T CH E C K E D # 27 7 5 N a v i g a t o r D r . , S u i t e 2 1 0 Me r i d i a n , I D 8 3 6 4 2 (2 0 8 ) 8 9 5 - 2 5 2 0 VI C T O R Y C O M M O N S S U B D I V I S I O N ME R I D I A N , I D A H O PR E L I M I N A R Y P L A T LO T D I M E N S I O N S E X I S T I N G A N D P R O P O S E D E A S E M E N T S L R V E YOR N O R P I S S E F L A N O A R D R E E T I G E S 6 9 8 S U O H A D I F O E TATS 0D F R I T Z B R O W N E L L PP1.0 11 - 2 0 - 2 0 1 9 RS MJ C FB ID - 1 4 0 2 - 1 8 1 0 KU N A R D . PL LOT LINE SUBDIVISION BOUNDARY PROPOSED EASEMENT KENNEDY LATERAL CENTERLINE EXISTING EASEMENT BLOCK 2 2 3 5 6 7 8 9 10 11 12 13 14 BLOCK 2 10 9 8 BL O C K 2 4 T & M HO L D I N G S L L C EMILIO FANFAN CHRISTOPHER MURRAY MAJESTIC POINTE HOMEOWNERS ASSOCIATION JAMES WASHBURN DEANNA FOLSOM DONALD COOK DAVID ARNOLD JOEL WHITE CHRISTOPHER BOTHWELL CINDY ROWLAND RANDY LASHER KURT GUTHZEIT JENNIFER TRISTAN MA J E S T I C P O I N T E H O M E O W N E R S A S S O C I A T I O N 7SUE ANN MEGRAN 24 19 W. 1/16 P.L.S. 14216 FND. ALUMINUM CAP, PLS # 884 C.P.&F. # 9149706 BLOCK 1 P H A S E 2 P H A S E 1 48' 48' NOT A PART 30' CALCULATED POINT SECTIONAL CORNER (STATE HWY 69) ss Curve Table Delta 38°21'04" Chord Direction S31°35'05"E Chord Length 430.29' SLOPE SLOPE PL PL P L P L P L PL PL P L P L P L PL P L P L PL PL PL PL PL PL PL PL PL P L P L P L P L P L PL P L P L IR R IR R IR R IRR IRR IRR IRR IRR IRR IRR IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR IR IR IR IR btel btel b t e l bt e l bt e l bt e l bt e l bt e l bt e l b t e l i r r ss X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X ir r ir r ir r ir r X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X irr irr irrirr irr irr irr irr X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X el pp e l e l e l e l e l e l e l e l el el el pp pp sd sd sd sd sd sd sd sd sd sd sd sd ss g g g g g g g g g g g g g g g g g g g g g g X X X X X X X X X X X X X X X X X X X X X w w w w w X X X X X X X X X X X X X X X X btel btel btel btel bt e l bt e l btel btel btel btel btel btel btel X X s s s s s s w w w ss ss ss ss ss ss ss ss ss ss ss ss ss ss w w w w w ww w w w w w w w w w w X X bt e l X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X b e l b e l b e l pp el el ss ss ss ss ss ss ss ss ss ss ss pp pp el el s d sd s d s d s d s d g g w w w w w w w w w w w w w w w w w w w w w w w w w w w w w ir r ir r ir r ir r irr irr ir r ir r ir r irr irr i r r i r r i r r i r r irr irr ir r irr ir r irr irr X X X X X X X X X X X X X X X mbmbmbmbmbmb e eirg e g e i r r i r r g X X X X g toe toe toe to e X X X X X X X X X X X X X X X X X X X X X X X X X ss ss ss ss ss s s s s s s e 2 6 4 4 2641 2642 2643 2643 264 4 2643 2 6 4 5 264 6 2647 2 6 5 1 26 5 5 26 5 4 2 6 4 9 264 5 264 6 2647 2648 2649 26482651 2650 2654 2653 2652 2651 2642 2642 2643 2645 2647 2651 2653 26 4 3 26 4 3 2 6 4 9 TOP C O N C = 2 6 4 3 . 3 4 ' INV = ± 2 6 3 5 . 0 0 ' w PL H O R R O C K S E N G I N E E R S N FOR PRELIMINARY PLAT VICTORY COMMONS SUBDIVISION SITUATED IN A PORTION OF GOV'T LOT 4, SECTIION 19, T.3N., R.1E., B.M. MERIDIAN, ADA COUNTY, IDAHO -2019- 0 60'120' SCALE: 1" = 60' S. KUNA-MERIDIAN RD C KENNEDY LATERALL VI C T O R Y R D NOT A PART \\islay\data\!2018\ID-1402-1810 Victory Commons\Project Data\02 CAD\2.03 Sheet Files\Preliminary Plat\ID-1402-1810_VICTORY COMMONS PP_Base.dwg - Layout1 - 12/23/2019 10:27am, ScottD RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E ww w . h o r r o c k s . c o m PAGE 2 OF 3 PR O J E C T CH E C K E D # 27 7 5 N a v i g a t o r D r . , S u i t e 2 1 0 Me r i d i a n , I D 8 3 6 4 2 (2 0 8 ) 8 9 5 - 2 5 2 0 VI C T O R Y C O M M O N S S U B D I V I S I O N ME R I D I A N , I D A H O PR E L I M I N A R Y P L A T EX I S T I N G F E A T U R E S A N D T O P O G R A P H Y L R V E YOR N O R P I S S E F L A N O A R D R E E T I G E S 6 9 8 S U O H A D I F O E TATS 0D F R I T Z B R O W N E L L PP1.1 11 - 2 0 - 2 0 1 9 RL W MJ C FB ID - 1 4 0 2 - 1 8 1 0 LOT LINE SUBDIVISION BOUNDARY LEGEND EXISTING EASEMENT P H A S E 2 P H A S E 1 NOT A PART EXISTING CONTOUR2430 EXISTING STRUCTURE EXISTING STRUCTURE EXISTING STRUCTURE EXISTING SCALE HOUSE EXISTING STORAGE SHED 70' EXISTING SIDEWALK EXISTING SIDEWALK EXISTING EDGE OF GRASS NATURAL POND 33 ' EDGE OF ASPHALT DRIVE MAILBOX CLUSTER RETAINING WALL EDGE OF ASPHALT LEGEND AT THE TIME OF THIS SURVEY, THE SITE IS AN ACTIVE LANDSCAPE YARD. THE TREES AND SHRUBBERY ON SITE ARE NOT SHOWN HEREON AND WERE CONSIDERED TEMPORARY-MOVABLE OBJECTS DITCH CENTERLINE DITCH CENTERLINE el el EXISTING GAS LINE EXISTING OVERHEAD POWER toe toe EXISTING TOE OF BANK EXISTING BURIED POWER s s s ir pp w w g e EXISTING SEWER MANHOLE EXISTING ELECTRICAL POWER POLE EXISTING WATER MANHOLE EXISTING WATER METER EXISTING GAS METER EXISTING ELECTRICAL BOX EXISTING IRRIGATION BOX 8 s A C 4 3 A C 2 1 B B E L E C T R I C A L I N STORM OUT STORM OUT WA S T E O U T O P T I O N WA S T E O U T O P T I O N W A S T E O U T O P T I O N WA T E R I N GA S I N ST O R M O U T S T O R M O U T R 5 4 ' R 2 9 6 ' A A B B C C 3 3 4 4 5 5 6 6 8 8 9 9 10 10 11 11 12 12 13 13 7 7 APPROVED 12' DECELERATION LANE PROPOSED 30' WATER EASEMENT 42' PROPOSED 30' WATER EASEMENT 35' LANDSCAPE BUFFER Chord Length 430.29' SLOPE SLOPE PL PL P L P L P L PL PL P L P L P L PL P L P L PL PL PL PL PL PL PL PL PL P L P L P L P L P L PL P L P L 8 ' ' S S 8' ' S S 8 ' ' S S W S S S 8' ' W IR R IR R IR R IRR IRR IRR IRR IRR IRR IRR IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR IR IR IR IR 8' ' W 8' ' W 8' ' W 8'' W 8'' W 8'' W 8' ' W 8'' W 8'' W 4'' IRR 4'' IRR 4'' IRR 4'' IRR 4'' IRR 4'' IRR 4'' IRR 4'' IRR 4'' IRR 4'' IRR 4'' I R R 4' ' I R R 4' ' I R R 4' ' I R R 4' ' I R R 4 ' ' I R R 4 ' ' I R R 4 ' ' I R R 4' ' I R R 4' ' I R R 4'' IRR 4'' IRR 4'' IRR 4'' IR R 4'' I R R 4'' I R R 4'' I R R 4'' I R R 4'' I R R 4'' I R R 4'' I R R 4'' I R R 4'' I R R 4'' I R R 4'' I R R 4'' I R R S CO CO CO CO CO SEWER SERVICE SEWER SERVICE FIRE HYDRANT SEWER SERVICE WATER SERVICE SEWER SERVICE WATER SERVICE PROPOSED SEWER CONNECTION PROPOSED ENTRANCE (APPROVED BY ITD) WATER SERVICE SEWER SERVICE WATER SERVICE WATER SERVICE WATER SERVICE PROPOSED WATER CONNECTION EXISTING APPROACH EXISTING APPROACH WATER SERVICE FIRE HYDRANT WATER SERVICE FIRE HYDRANT WATER SERVICE FIRE HYDRANT PROPOSED WATER CONNECTION SEWER SERVICE PROPOSED WATER CONNECTION SEWER SERVICE PROPOSED PRESSURE IRRIGATION CONNECTION EXISTING 12" G.I. BOX EXISTING 12" G.I. BOX PRESSURE IRRIGATION SERVICE PRESSURE IRRIGATION SERVICE PRESSURE IRRIGATION SERVICE PRESSURE IRRIGATION SERVICE PRESSURE IRRIGATION SERVICE WATER SERVICE GRAVITY IRRIGATION LINE PROPOSED GRAVITY IRRIGATION CONNECTION CONNECT TO EXISTING WATER MAIN EX. SEWER SERVICE ss ss w w w w w s s s s s s w w w ss ss ss ss ss ss ss ss ss ss ss ss ss ss w w w w w ww w w w w w w w w w w ss ss ss ss ss ss ss ss ss ss ss w w w w w w w w w w w w w w w w w w w w w w w w w w w w w ss ss ss ss ss s s s s s s TOP C O N C = 2 6 4 3 . 3 4 ' INV = ± 2 6 3 5 . 0 0 ' w H O R R O C K S E N G I N E E R S N FOR PRELIMINARY PLAT VICTORY COMMONS SUBDIVISION SITUATED IN A PORTION OF GOV'T LOT 4, SECTIION 19, T.3N., R.1E., B.M. MERIDIAN, ADA COUNTY, IDAHO -2019- 0 60'120' SCALE: 1" = 60' S. KUNA-MERIDIAN RD T.3N., R1W. T.3N., R1E. 2524 3019 ALUMINUM CAP, C.P.&F. # 114024259 VI C T O R Y R D NOT A PART RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E ww w . h o r r o c k s . c o m PAGE 3 OF 3 PR O J E C T CH E C K E D # 27 7 5 N a v i g a t o r D r . , S u i t e 2 1 0 Me r i d i a n , I D 8 3 6 4 2 (2 0 8 ) 8 9 5 - 2 5 2 0 VI C T O R Y C O M M O N S S U B D I V I S I O N ME R I D I A N , I D A H O PR E L I M I N A R Y P L A T OV E R A L L S I T E P L A N L R V E YOR N O R P I S S E F L A N O A R D R E E T I G E S 6 9 8 S U O H A D I F O E TATS 0D F R I T Z B R O W N E L L PP2.0 11 - 2 0 - 2 0 1 9 RL W MJ C FB ID - 1 4 0 2 - 1 8 1 0 LEGEND 1 BLOCK PL NOT A PART 4'' PI 8'' W SS S SUBDIVISION BOUNDARY LOT LINE STREET CENTERLINE PROPOSED PRESSURE IRRIGATION PROPOSED WATER MAIN PROPOSED SEWER MAIN PROPOSED SEWER MANHOLE LOT NUMBER BLOCK NUMBER SECTION CORNER