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HomeMy WebLinkAboutCC - Preliminary Plat 1-3-23 -.- SAG ECREEK S V BL7/Vl,'�a ION - - iWERSTATE 84 - - This Document, and the Concepts, ideas and Design Incorporated PROJECT 7 herein are an instrument of professional services and are the LOCA77ON Property .of Mason and Associates, Inc., therefore they are not to - E OVERLAND ROAD l - - LOT 4 BLOCK 2 SMNDELL SUBDA4SION be used in whole or part for any other project without the A PART OF THE SE 1�4 $E 1/4, express Written Authorization of Mason and Associates, Inc.© All construction shall conform to the 2020 edition of the Idaho 0 SECTION 18, T. 3 N., R. 1 E., B.M., Standards for Public Works Construction, most current edition of a~ MERIDIAN, ADA COUNTY IDAHO Cit of Meridian Supplemental S ecifications, and the A licable cc D VICINITY MAP 2023 , Irrigation District Standards. P PP o SCALE. 1"=2000' w - O Q o � E t 4 OPLS 5082 � � x i EX►S77NG -- `\ BUILDING i J - -E VICTORY ROAD- \ \ \ i W PLS i F- Q OWNER/DEVELOPER ` 881 N8s•43'o4"E EXI$T1NG SSMH \`, \�` `\ti ���\\`�\ \ � 239.6$ i MCCARTER MOORHOUSE LLC. RIM.2632.02' \ , \ ` `� \ EP 0 10 20 40 m 4660 N. PENNGROVE WAY STE. 100 IE(10"):2621.67' , `„ cT cd ' x MERIDIAN, 1D 83646 \ti �` SECTOR O (208) 908-1332 , , �` \ \1 \`\ BOX EXISTING TRASH i Scale 1 =20 Z david@mccorter-moorhouse.com ` ` ` < �\ \ POWER ENCLOSURE EP `�` `\,�} \ VAULT Q SNOISIA38 � I N STUBR S I N ENGINEER/SURVEYOR \ UNDERGROUND -_- -- --! LEGEND o SOUTH LOT 1 MASON & ASSOCIATES, INC. \ `� \ ` PRESSURE XT. \\ \ \ > \ IRRIGATION SIGN :� �\ `, `�`� `� \ Caiculated Point J 0- 924 3rd SNAMPA, ID 83651 \ `, `� °� 2�� \ EXISTING o.44 AC. ® Benchmark (TBM) U (208) 454-0256 `� ti\ e NW PRESSURE o �` \ . `, `� l\ •„� IRRIGATION Found Bross Cap Monument m CO SERVICE I I j_ O Found 1/2" Iron Pin O mca p ` ` + ® Found 518" Iron Pin Z U \ E ' I QBlock Number w 0 UW Puauc UTILITY + E Existing Gate Valve \ \ � t11 � � \ \EASEMENT i + 9 Existing Sign PROJECT BENCHMARKS 1\ �` o \ ' � ` ( Existing Pi Service v o m o \ \� \ i ! fh ' Existing Street Light N vi TBM #1 `, O , \\ EP } w + I M n. o ; ,. ,. SNARED + ExistingGas Stub 0 9 - v CHISELED X IN THE SOUTHWEST CORNER OF iDAHO `, ?� \ , + c0 ( �- z POWER VAULT. NORTHWEST CORNER OF THE PROJECT. `\ `� \ \� \ ACCESS + + w '� \ �: �' + ACCEss + N Existing Water Meter _ o NAVD88 ELEVATION= 2633.61' `, `, \� �� �\ 'r`� \\� \ i AGREEEMENT i 26ko Z. _ o 1 , 14' \ + 17T + OP Existing Power Pole o J \ \ e N M TBM #2 \\ \\ \\ 4 + + Existing Sanitary Sewer Manhole N o CHISELED "X" EAST SIDE RIM OF THE SOUTH LID OF ` \ \`\ 1`\ PLs EX►S77NG ( o ` \ ` 7881 TRANSFORMER SD ExistingStorm Drain Manhole ' o SAND AND GREASE TRAP iN SIDEWALK ON THE EAST ' - Locanonl I a o SIDE OF S LABRADOR WAY. \ SD­- It- -\ -_ - - - cT Existing Cable TV Box t \ \�� �-. -h�� `,�-��-�- �. t,., i CI 9 � c NAVD88 ELEVATION= 2633.65 \ , \ + ll _ (( p \ ; Ed10 Existing Sprinkler Box ILLEGIBLE °I,`\ ��� i t+\ \ gi ii � � E ii .� .4 ® Existing Catch Basinto � c��n is `E\ 4 + 2 N O O Existing Sand Grease Trap If JL ----- ----------------- ---- --------- Seepage Bed � O PROJECT NARRATIVE x Deciduous Tree M 1. PROPERTY IS IN FLOOD ZONE X, AREA OF MINIMAL FLOOD HAZARD PER `, `, \ '\ E + FEMA MAP NUMBER 16001 CO234J. MAP REVISED JUNE 19, 2020. ` `� \ ,n \` �\ 00,.,_,,,� Natural Ground Contour Line 2. THIS SUBDIVISION IS SUBJECT TO THE TERMS OF A DEVELOPMENT \\ \ti \ ra 25 \ Wa + + i -- - - Property Boundary Line AGREEMENT RECORDED AS INSTRUMENT NO.100079863 RECORDS OF ADA MPH COUNTY, IDAHO. \\ \` \ \ A EXISTING a�, i .. ! + =1 ( - - - Section Line PRESSURE IRRIGATION LOT 2 fit +. + + 0 I Lot Line 3. IRRIGATION WATER HAS BEEN PROVIDED BY NAMPA & MERIDIAN IRRIGATION ` ` ° SERVCE 0.48 AC. fit ' ' If Q V g )� ) 1 ` \ i ,: E - + O - Centerline DISTRICT IN COMPLIANCE WITH iDAHO CODE 31-3805(1 b . LOTS WITHIN THE `\ `� ^' EXISTING r If (� w SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS, AND WILL BE \` \\ `\\ BUILDING -- - -_ ; ---ii - - - - -- - Easement Line OBLIGATED FOR ASSESSMENTS FROM NAMPA & MERIDIAN IRRIGATION \ \ DISTRICT. 1 \ , � � � � + +� � I M \ t� t SS- i It x EP Edge of Pavement -------K------- Existing Fence �+ 4. SANITARY SEWER SHALL BE PROVIDED BY CITY OF MERIDIAN. -OHP- _ _- Existing Overhead Power 5. DOMESTIC WATER SHALL BE PROVIDED BY CITY OF MERIDIAN. ,� 1 + + U - --uGP------ Existing Underground Power tV \` 6. i 7BM ,f2 l _ it + -._ +t 0 v - -----W------- Existing Water t� 6. STORM WATER TREATMENT AND DISPOSAL WILL BE IN ACCORDANCE W►TH \� \\ `� sP � + s -- ---- ors�-, _- g ��.. THE MOST CURRENT BEST MANAGEMENT PRACTICES. STORM WATER WILL ` i " r---_ _ - -- 0 f I �� � i �--"� � vi -�-Ws------ Existing Water Service FLOW TO CATCH BASINS AND BE TREATED IN UNDERGROUND SEEPAGE BEDS. ' ' �' ------ " i , i 0 \�\\ 42" cMP --=`\ �\, + _____--s------- Existing Sewer \ IE(NW) 2622.70 \ RIM 2633.54' aD s I Z 7. ALL DRIVE AISLES WiLL BE FIRE LANES AND HAVE SIGNS STATING "FIRE `\ IE(SE) 2624.74' `, iE(36") 2627.24' ' + BENT + �, ---ss------ Existing Sewer Service W V LANE NO PARKING". -- -- - -- - -- - - iI I - - - i -- - - - - L __----IRR----- Existing Irrigation d ,\ \\ PLS 8. THIS SUBDIVISION IS SUBJECT TO AINGRESS-EGRESS ACCESS EASEMENT \ \ r <> �-- -- - - - - -- -I- - -�- - -- - -- -- -so------ Existing Storm Drain AGREEMENT PER INSTRUMENT NUMBER 2022098420. \ \ No'16 56 W c�i\ \ PT 7881 15.00 0 + ____ N Q \N ,` \\ s.7o ,\ \ �?� ��-- - 0 -i-� _PLS --Gas------ Existing Underground Gas o N Z 11 \\ S89'43'04"W` ti = BENT _ _ - _ _ - -589 43 04 W 11120� ------SOW-----------••- Existing Back of Walk Q 00 -------------------�- orrp- ----------- ______ -- --- --OHP -- ---------- )37.62 - - , ------ ------- _ Q O --- .PLS ---48.53,._ �-_. � •.____�- ONP--______ OHP---------- \ __�_.�___-M___-____+_----_-___. ( -_____Loc ._ __.-__.d Existing Up of Gutter -, Z ti \ 788t W80W __10.00_e _.. . -_ . -- ___ E30W.._._... � _ _ Curve Table \ Y PUBLIC UnUTY Curve # Length Radius Delta Chord Direction Chord Length Tangent \ `\ `_ -f'�------�-.m____-EgsEl�Et----_ _-____�______ _ ___- ___-.____ ___ __��c _ -� O z W m LOG---------------------------------______-___-_---- - ___�_ C1 105.82 227.00 26 42'30" N15 20'46"W 104.86 53.89 \\ \\` I_ p '� U ii o W C2 99.20 200.00 28 25'03" N14 29'30"W 98.18 50.64 i I \ \ I I � � I S 114 ` 2228.77' E. OVERLAND ROAD 420.39 PLS 5291 `, `\ 18 17 ® - - - - - - - - - - - - - - - �- - - - - ` - - - - -- - S8943'04"W- - 2649.16' - - - - - - - - - - - - - - --��- - -, - 19 20 W0 LA LU Lu � Q cc a OF 1��y iz, Z >� H�L v Z W UJ oVj 4