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HomeMy WebLinkAboutPre-plat V1OWNER/DEVELOPER BVA DEVELOPMENT 2775 W. NAVIGATOR DR., SUITE #210 MERIDIAN. ID 83642 ENGINEER SURVEYOR HORROCKS ENGINEERS 2775 W. NAVIGATOR DR., SUITE #210 MERIDIAN, ID 83642 208-895-2520 CONTACT: ROB SUNDERLAGE, P.E. FRITZ BROWNELL P.L.S. SHEETINDEX PP1.0 LOT DIMENSIONS AND EASEMENTS PP NATURAL FEATURES & UTILITIES PP .0 SITE PLAN SEWER PROVIDER MERIDIAN WASTE WATER DIVISION WATER PROVIDER SUEZ WATER ROADWAY JURISDICTION I.T.D., MERIDIAN ROAD (HWY 69) ACHD - VICTORY ROAD IRRIGATION DISTRICT NAMPA MERIDIAN IRRIGATION DISTRICT ACREAGE SUMMARY TOTAL - 16.745 ACRES COMMERCIAL LOTS - 16.745 ACRES COMMON LOT - 0 ACRES STREET RIGHT-OF-WAY - 0 ACRES DENSITY = 0.63 DU/ACRE ZONING EXISTING - C-G CHISLED "X" IN TOP OF CURB AT RADIUS MID POINT AT NORTHEAST CORNER OF MERIDIAN ROAD AND VICTORY ROAD. ELEV: 2659.1 1'(NAVD 88) Curve Table Curve # Length Radius Delta Chord Direction Chord Length C1 438.43' 655.00' 38°21'04" S31°35'05"E 430.29' PRELIMINARY PLAT FOR VICTORY COMMONS SUBDIVISION SITUATED IN A PORTION OF GOV'T LOT 4, SECTIION 19, T.3N., R.1 E., B.M. CITY OF MERIDIAN, ADA COUNTY, IDAHO -2019- VICTORY RD. VICINITY MAP 1" = 1500' NOTES: - - SUBDIVISION BOUNDARY 1. ALL BUILDABLE LOTS WITHIN THIS SUBDIVISION WILL BE PL LOT LINE PROVIDED WITH DOMESTIC WATER SERVICE BY THE CITY OF - KENNEDY LATERAL CENTERLINE MERIDIAN. THE PROPOSED WATER MAINS SHALL BE ----------- PROPOSED EASEMENT CONNECTED TO EXISTING CITY OF MERIDIAN WATER MAINS TO - - EXISTING EASEMENT PROVIDE SERVICE TO THE SUBDIVISION. 1 LOT NUMBER 2. ALL BUILDABLE LOTS WITHIN THIS SUBDIVISION WILL BE BLOCK BLOCK NUMBER PROVIDED WITH SANITARY SEWER SERVICE BY THE CITY OF MERIDIAN. THE PROPOSED SANITARY SEWER MAINS SHALL BE SECTIONAL CORNER CONNECTED TO EXISTING CITY OF MERIDIAN SANITARY SEWER o0o SECTIONAL CORNER MAINS TO PROVIDE SERVICE TO THE SUBDIVISION. A CALCULATED POINT 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 16001CO234H, 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. suEANN O MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH MEGRAN THE CITY OF MERIDIAN APPLICABLE ZONING AND SUBDIVISION R.O.W. EASEMENT REGULATIONS AT THE TIME OF ISSUANCE OF INDIVIDUAL PER WARRANTY BUILDING PERMITS OR AS SPECIFICALLY APPROVED AND/OR DEED INSTRUMENT NO.8515425 REQUIRED. IN THIS AREA 7. THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH IDAHO (LIMITS UNDEFINABLE) CODE SECTION 31-3805 CONCERNING IRRIGATION USE. cHRlsroPHER 8. THIS SUBDIVISION RECOGNIZES SECTION 22-4503 OF IDAHO MURRAY 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 EMILIO FANFAN CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING z NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN w * o o OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE Y OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT O cc m THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS m Lu w OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE 0 ¢ "v RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF i a a AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR 10 °a z EXPANSION THEREOF. ~ ° o 00 9. ALL LOTS IN THIS SUBDIVISION ARE SUBJECT TO CROSS ACCESS = m z - MAJESTIC POINTE HOMEOWNERS ASSOCIATION 2 JDEANNA FOLSOM 13 JAMES WASHBURN W Z 0 ~ w w d j / / `::i < m / a 1�Q?� a¢wz ZQZp 9w 'd w F, 0 w r� PROPOSED 20' WATER EASEME #109137990�� � I 3 JENNIFER TRISTAN P) 0 / / KURT GUTHZEIT / 0 60' 120' / 8 3.05 AC SCALE: 1" = 60' 37'29"W 32.14' BLOCK 2 553°22'31 "E 21.56' OBSERVATION POINT SUBDIVISION, BOOK 84, PAGES 9276-9278 -S89°31'31"E 18.52' 20 18' P.U.I.D.EASEMENT SO°29'16"W 361.15 PER MUSSELL CORNER - 48' T W. 1116 �- - P.L.S. 14216 10' P. U.I.D. PER ROS INST. # 109137990 I I 1 1 1 1 904 119, ° \ 1.53 AC A.C.H.D. STORM © / SANITARY SEWER AND WATER MAIN 30' RANDYLASHER / / EASEMENT INST. No. 109045638 BLOCK 2 CINDY ROWLAND OP� 7 CHRISTOPHER \ BOTHWELL �O\ 9J �A JS��po 9 5 O JOEL WHITE DAVID ARNOLD / 11 DONALD COOK 2 1.22 PROPOSED 20' WATER EASEMENT RL - - - 2P9T -Pi----- - I III I LO Cl? co I II CY) 10 to 1.00 AC I / 20, TEMPORARY STORM & WATER r L KENNEDY LATERAL DRAINAGE EASEMENT INST. No. 108125845 I I PROPOSED 31' PROPOSED 20'00 \0� WATER CROSS ACCESS EASEMENT (CROSS ACCESS EASEMENT EASEMENT 0) 5 ® / INGRESS -EGRESS / \ i I WIDTH VARIES EASEMENT INST. No. 105175653 -.-- -----L---------- l ---P- 192� r- I 232' --- ��^ / // /---- -2or3 --- - _ PLC. _PL / A 16' P. U.I.D. PER MUSSELL y,9 CORNER SUBDIVISION Q Oo� / �.9s PROPOSED 20' (1 h WATER EASEMENT / L I I / r / / PORARY TURNAROUND 1 17 AC LENT INST. 108125846 <<G /30' KENNEDY LATERAL PER MUSSELL CORNER 2 / /N oo• WATER EASEMENT - - - - - - - - - - - - - - - - - T 1.26 AC \ \ I NATURAL POND I \ EASEMENT INST. No. 105175654 \ r 3: 279' PL 223' Pu A.C.H.D. STORM \ I EASEMENT INST. #104061 \\ I I _ A. BLOCK 1 I INGRESS-EGREs I � o NO°00'00"E 159.1T EASEMENT INST. No. I v ! I 105175653 1 1 v� 12 \ PROPOSED 30' I I 0.93 AC Cl) P.U.I.D. EASEMENT I \ \ �t N \ 6 I I \ 53' 57' 100 _0.86 AC j \ '37"E 110.06' �I -- - - - - - - - - - - - - - I \I NOT A PART \I i NO°38'28"E 169.52'2' /1I89°04'23"W 51.53' � I CROSS ACCESS EASEMENT INST. No. 105175653 I I- I ozf- w II �� �� N INN N W Z NOT A PART ! III 0 w I� �W I ~w AND PARKING EASEMENTS. 10. PRESSURIZED IRRIGATION LINES TO BE CONTAINED WITHIN 10' I I_ _326' I _ _ _ 280' MINIMUM EASEMENT WHEN LOCATED OUTSIDE OF PUBLIC NO°38'28"E 840.22' _ _ 235 UTILITY EASEMENT. �' � ! _ COMMON USE SEWER AND WATER EASEMENT INST N 105085931 O -0-----o. - - - - - - 7p---t------- -- o oo. - - - r t 24 19 1331' �' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - V� �- so°38'28"w f3N., RI-E. - 133ERI T.3N., R1W. FND. ALUMINUM CAP, S. KUNA-MERIDIAN RD PLs # 884 (STATE HWY 69) C.P.&F. # 9149706 48' P? N MIS CD 0 0 U 19_ Il _30 24 25 ALUMINUM CAP, C.P.&F. # 114024259 o N NO O NYLEU 0o rnoo U`3 1­49�0 .m,GZ N 3: Oz�M �N N W J ZZ W w�� _ Z 0N~ O LU <WZ mZ� Q Paz F2Z LL 0 0 rn Z W O D< >o Lu rr 0 rn m O NoLL N U ? (9w m co o w F Lq� w c0 z ? Y LU II�II� PPI 00 PAGE 1 OF 3 LEGEND SUBDIVISION BOUNDARY PL LOT LINE EXISTING EASEMENT - - - - - - - 2430 - - - - - - - EXISTING CONTOUR -9---9— EXISTING GAS LINE EXISTING OVERHEAD POWER —bel---bel— EXISTING BURIED POWER ---roe-----roe-- EXISTING TOE OF BANK 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 PRELIMINARY PLAT FOR VICTORY COMMONS SUBDIVISION SITUATED IN A PORTION OF GOV'T LOT 4, SECTI ION 19, T.3N., R.1 E., B.M. MERIDIAN, ADA COUNTY, IDAHO -2019- �r4 0 60' 120' SCALE: 1" = 60' EXISTING SEWER MANHOLE EXISTING ELECTRICAL POWER POLE EXISTING WATER MANHOLE EXISTING WATER METER EXISTING GAS METER EXISTING ELECTRICAL BOX EXISTING IRRIGATION BOX /10 / i /r�iirp r rii i I I I �\ I / 11 % � A-1 IN WALL' i f I - I I/ i 11 \ \ \ \ \ \ \ EXISTING1 STRUCTU E`\ 13 1 I `u- I I AILB XCLUSTER l: r 3 I �DGEOFASPHALTDRIVE ; \ ° EXISTING SIDEWALK PL P% 1 i II I /Y \ �' / II DITCH CENTERLINE NATURAL POND i�111� —' 111 I I ° IIf- _________ __/ 4 _ - ----r--f /— ----r— It 11 11 L _ 11 1111-- i I ii lilf-1 I I \EDGE OF ASPHALT i\ 1\\\\\1\ I 370' _ Illl /I� EXISTIN I STRUCTURE ' I I11111 I ` I i' I� ' � Ill/ f I ,s ♦ l 1 / NOT A PAR ---\ -- -- ----r --- XISTINGSIDEWALK—_ 26 r— —�-s�---- � -- u =_'�-- ";��=--=3- -- =sue _ 'SLOPE SLOPE i S. KUNA-MERIDIAN RD I I J \a rrrrr ( • \1 — r CL KENNEDY LATERAL r rrrr r 'iiriri 7 z/ r rnj raj I 1 I rr/i rrri 1 ,� rrrirrrij 1 1 I rrri�rij I � I rrrrra���ri ti rrrr rb r /-' rrrr rii//' rrrr rdrai i rrrr ri0ui _______r l r r /iqa/ r/r/ /i0/ri DITCH CENTERLINE r nrrn EXISTING STORAGE SHED / sr II r 2�2 ld PL�\` 3 , / bid II - - .' - ----- - / I \ I ---------- ' r i lit' 111 II i _It ' /' q I ,_________________iii/11 III / EXISTING SCALEAOUSE A ij ___- / -EXISTING EDGE OF GRASS T I I r I I NOT A PAIT I � I EXISTING ; 1 O T UCTURE I i ; I I / ! 3 < 1 I 1 I I I I I I it I I —J f——F-=—��V" ---- ---- — — w o N UE W (D N O M In co 0— �o N Y Q Q � U � O O � ap O m U ap L Z N u N N W J ZO W (1) _ W H Z N O H co K Z m U Q �a� F2Z 0 0 w w U w F o n Q W w rr a Z w c� � w W lr 0 rn � O N No Z_ N V of M m Q z 0 Z Z Lu U O Co m Co z O c* } a Q v+ 1 a 0 Q ZZ O Q z Q Cn w El 0-1 � LU J _L1 Lu OZ t ' rI LU w O V ppi A PAGE 2OF3 f——F-=—��V" ---- ---- — — w o N UE W (D N O M In co 0— �o N Y Q Q � U � O O � ap O m U ap L Z N u N N W J ZO W (1) _ W H Z N O H co K Z m U Q �a� F2Z 0 0 w w U w F o n Q W w rr a Z w c� � w W lr 0 rn � O N No Z_ N V of M m Q z 0 Z Z Lu U O Co m Co z O c* } a Q v+ 1 a 0 Q ZZ O Q z Q Cn w El 0-1 � LU J _L1 Lu OZ t ' rI LU w O V ppi A PAGE 2OF3 N W J ZO W (1) _ W H Z N O H co K Z m U Q �a� F2Z 0 0 w w U w F o n Q W w rr a Z w c� � w W lr 0 rn � O N No Z_ N V of M m Q z 0 Z Z Lu U O Co m Co z O c* } a Q v+ 1 a 0 Q ZZ O Q z Q Cn w El 0-1 � LU J _L1 Lu OZ t ' rI LU w O V ppi A PAGE 2OF3 O Co m Co z O c* } a Q v+ 1 a 0 Q ZZ O Q z Q Cn w El 0-1 � LU J _L1 Lu OZ t ' rI LU w O V ppi A PAGE 2OF3 ppi A PAGE 2OF3 LEGEND — — — — — — SUBDIVISION BOUNDARY PL. LOT LINE — STREET CENTERLINE P PROPOSED PRESSURE IRRIGATION s w PROPOSED WATER MAIN PROPOSED SEWER MAIN O PROPOSED SEWER MANHOLE 1 LOT NUMBER BLOCK BLOCK NUMBER SECTION CORNER PRELIMINARY PLAT FOR VICTORY COMMONS SUBDIVISION SITUATED IN A PORTION OF GOV'T LOT 4, SECTIION 19, T.3N., R.1 E., B.M. MERIDIAN, ADA COUNTY, IDAHO -2019- CONNECTION v_ (APPROVED BY ITD) 0 60' 120' SCALE: 1" = 60' PROPOSED GRAVITY / ATION CONNECTION gg / i I I I I s. I I I I �a I I 00, PROPOSED I WATER EASEMENT I WATER I / SERVICE ; — — — — — — — — — — — -- I B.. w a W PL------�L---- — — — PROPOSED I WATER WATER ; SERVICE CONNECTION I I I I I I I I I _ I FIRE I HYDRANT s �I I EX SEWER — e I SERVICE �\ WATER SLOPE — — — 12' — — — — — — — -L3N-1W. - S. KUNA-MERIDIAN RD T.3N...R1E. EXISTINq APPROACH I I I II I I I I I I I I I I I I I I I II I I I I G 3 I I I I I I I I I I I I I I I II I 3 I I I c I 3 LL m I � I I 3 I I I I I 3 I I I I I I I I II I � I 3 I I III 1 24 25 ALUMINUM CAP, C.P.&F. # 114024259 o N W UE O N ,— O Y N v ❑ Q O � U O O N pp O r.. O QI p W L N z " u z N N W J Zz w (1) W H _ Z F "0 mco U ) � Q Paz Fez O 0 O rn � O cci CD Z N CC m z_ Y w x O Q J 'w V/ O Q z Q a Lu Z O Z a Q z Lu � o J Q O _j � 'LLJ O O V PlP2m0 PAGE 3OF3