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PZ - Revised Preliminary Plat PRELIMINARY PLAT FOR THE LANDING SOUTH SUBDIVISION A PORTION OF THE SW 114 OF THE NW 114 OF SECTION 13, z SCALE 30 0 15 30 60 T. 3N., R. 1 W., B.M., MERIDIAN, ADA COUNTY, IDAHO a 1 INCH = 30 Fr 2020 VICINITY MAP W 1" = 1000' o W. FRANKLIN RD. I 11 12 W. FRANKLIN ROAD 14 113 CP&F INST. NO. 2016-110354 i w yFq p p,Q �- I I I I I I z m J � N I z� W PINTAIL DR KENNEDY LATERAL SNOISIA.98 SSMH RIM=2596.48 W. JOSHUA I.E. 8"PVC NW=2585.58 I.E. 8"PVC N=2585.58 !Ii I.E. 8"PVC S=2585.48 54 53 51 PROJECT SITE Mgv DR. s � 52 I IW I` \ W. WALTMAN ST. W. GANDER DR. _091 IE 12"=2594.43 / I IE 15"CMP=12593.86 En SSMH RIM=2595.77 - - - - - - - -- - - pz Q)O \ L E. 8 PVC E=2586.15 / s Q) IE 12"CONC=2594.79 � `� LE.8"PVC NW=2586.05•� Lu C.)\ � OPEN SPACE CALCULATIONS OPEN SPACE Y J/ 55 ` C 55 55 SS SS O- / I IE 15"CMP=2593.65 �\ \ \ \\ `� l SSMH RIM=25 - I. 2586.E.8"PVC E=2586.94 s5-GS 0.323 Acres � O W N I.E. E. 8"PVC W=2586.84 �� S I v/ ❑ I I \� ~s`s6o \lz" \ F \\ SSMH RIM=2596.49 OVERALL 8"PVC E=258 2.433 Acres 13.3% HIGHWAY I-84 � �- -I.E. 7.40 _ (GROSS) CL 1� I.E. 8"PVC W=2587.30 - - - _ 0 Z -I WITHOUT ROW 2.140 Acres 15.1 LLI a (NET) \ ---------------------- Q EPA \ �• 2596 ` �- --------------- 16 z Fjjj' \ `Ec _Ec 12,071 Sq. Feet CFO -EG-_ _EP I I I \ EG __---____-- 1 u I -�N„o1g�s„ 9r,A7 _ J9� - s17 �,o-'''-c--EG I -_ - - - _ _ _ ----------_!___ __ LEGEND � � I --- �_ _ �y GJT 'It I /\ / -EG -EG_ _ - Lu J � I IIE18"CMP=2595.80 I54jo'--_ �� - 9.59' E 980Z�/EPI \\ / II --_� E ---_EG_=--E�__ _ - ---- -- ---__ -- -- -- N I 5.74' o -EG- -EG--___�___- - - - ------_ NOTES: PROPERTY BOUNDARY LINE Q O U 7-1 / w I -, o S 8 5 --EG__ - 1. TAX PARCEL -S1213233965 SURROUNDING LOT LINES z ;10 °D M ��� 1 30 40 E - - - BUILDING SETBACK LINE M O _ m � �, IE IS"CMP=2595.89 m�� ° EG__ \� \-'B T- o EG ADDRESS- 660 S CINDER RD - 148,80, _-G- -EG___ --- --- --- SECTIONAL LINE 00 00 2596 _ --EG-____ MERIDIAN, ID 83642 ROAD CENTER LINE r ( I 5'LANDSCAPE BUFFER e;o_ i- _• B ZS9� / EG _ _ _ _ _ �i T i6- B T Cp M / \ I 8,217 Sq. Feet I W B = B �-- � Ns1�3040„w ^• 2. THE EXISTING ZONING OF THIS SUBDIVISION IS R4 - MEDIUM LOW DENSITY RESIDENTIAL DISTRICT. -------------------------- EASEMENT = \ 01 .� O \ I - �33 - 1,998$ IT IS BEING REZONED AS R8- MEDIUM DENSITY RESIDENTIAL DISTRICT (n M _ J I 9 Feet I �- EXISTING BUILDING Q N \ 01g25"W / `O Q I I 5'LANDSCAPE BUFFER _- --m�- � �= _�_ 3. IRRIGATION WATER WILL BE PROVIDED FROM THE LANDING OWNERS ASSOCIATION. LOTS WITHIN THE W O Q SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR EXISTING EDGE OF CONCRETE ul 2596 - \ ASSESSMENTS FROM THE LANDING OWNERS ASSOCIATION. EP EP EP EP EP EXISTING EDGE OF PAVEMENTLu O - - p I _ _ / -----EG-----EG-----EG-----EG- EXISTING EDGE OF GRAVEL CV)N \v- 2596 - oBOL 4. VERTICAL DATUM IS BASED ON GPS STATIC SURVEY AND AN OPUS SOLUTION TO ESTABLISH O / 8,020 S�.Feet NAVD 88 ELEVATIONS. 5 EXISTING SEWER LINE N OHP OHP EXISTING OVERHEAD POWER SSMH RIM= 596.15 "' o �� ❑E / �w I 5. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING TOP OF BANK I.E. 8"N IN=2586.47 o 8,072 Sq. Feet \ I - - UTILITY COMPANY MAPS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES I.E.8"PVC E=2586.4 7 G a I o I N 81°304 p„ SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR - - - - - - - - - - - EXISTING FLOW LINE 5G S ' , III FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES ARE SHOWN IN THE EXACT LOCATION�- - _ 1Z2.75 - GE GE EXISTING TOE OF SLOPE O o M - \ i` INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM o LDG 3 3q _ B I - - INFORMATION AVAILABLE. EXISTING WOOD FENCE 6. THERE SHALL BE NO ACCESS FROM LINDER ROAD. 2596 - - - - EXISTING 1'CONTOUR 6 o0 7. FEMA COMMUNITY PANEL NO.: 16001 CO231 H - EFFECTIVE DATE: FEB 19, 2003 2595 - 5'CONTOUR \ I � 61o�9'A9"E � BLDG � � EXISTING 5 CONTOUR � N \ 3ti' JI'l ^� PARCEL IS WITHIN FEMA FLOOD ZONE X-AREA OF MINIMAL FLOOD HAZARD. 8,054 Sq. Feet \ �I �, I EXISTING DRAINAGE PIPE 9 / .90, / Qs EXISTING SEWER MANHOLE / 32.90' / 4'S SSMH RIM 595.91 8,018 Sq. Feet / CHORD= SF� 1 W / > Q EXISTING WATER MANHOLE Lin LE. 8"PVC N 2586.52 N �® / �s96 / \ \ ss I o -I EXISTING WATER BIBB/FAUCET LE. 8"PVC s �2586.6z s I� / o w LA1VO / / V / / - - - Ig95 0 SECTI NLINE EXISTING NEW D4 EXISTING WATER VALVE ���� T V A N / A �' R/W LINE R/W LINE ' I \ /1°c / / 2 EP 30'EXISTING ROW 18'Row ®DEDICATION EXISTING IRRIGATION BOX 4 � � 4 1�x 62 \ \ APPROX.15 18'EXISTING 5'-0 3' ® EXISTING IRRIGATION HEADGATE 0151202a, / ✓� \ SIDEWALK T E � / �� / !y 8,513 Sq. Feet \ S OAV EL 9' 6"VERTICALP R ACHDS D-701 UTTER q OF Qr _ / �� EXISTING UTILITY POLE ?� / \ O rs z°Aot z%t 2%MAX El AIR CONDITIONING UNIT `94'L POR��' �/-� / / 8,562 Sq. Feet-1 l� / 8,132 Sq. Feet ss 3.,cnax EXISTING ELECTRICAL BOX 3 5"THICK,5'WIDE CONCRETE SIDEWALK EXISTING LIGHT POLE - 2-1/2"HOT PLANT MIX ASPHALT }: b a 14"PIT RUN BASE COURSE PER ACHD SD-709 CONCRETE SURFACE COURSE OP EXISTING POWER METER m 4"OF 3/4"CRUSHED AGGREGATE rn LEVELING COURSE ❑T EXISTING TELEPHONE RISER U N 95� 5g5 ]LINDER ROAD (HALF OF 36' STREET SECTION) EXISTING GAS METER/MARKER U= � ._, p � © M Q ,-i / 15.00' 25 125.33, 2 135.85' 68.36' 10 SCALE: N.T.S. O EXISTING GAS LATERAL MARKER o -- - • - -��-- - �- - �1T� -�-� a o---e--- a --e--- • C) W NO CAP S 8905923" 402.54' 0 EXISTING MAILBOX z O o EXISTING BOLLARD � Q 4 5 6 R/W LINE 33'-0"BACK OF CURB TO BACK OF CURB -� EXISTING SIGN ~ (3 z OC I' ^ 45'-0"R-O-W R/W LINE � ( � 7 F- 6, EASEMENT 6 is EXISTING DECIDUOUS TREE )- \J Q ` CL DC C) Q i 16'-6" 1' 1' Oo FOUND 5/8"REBAR PLS 14221 OR AS NOTED Q Q N 5'-0" EASEMENT I SIDEWALK SIDEWALK PER ACHD SD-702 2' 3"ROLLED CURB AND GUTTER 2 0 FOUND 1/2"REBAR PLS 14221 CENTER CROWN +I z CaBETWEEN CURBS ❑ FOUND ALUMINUM CAP �, Q o 2%MAX Z_/°t zu/°t 2%MAX SET 5/8"REBAR/CAP PLS 14221 L Q z ' p s"THICK,5'WIDE • SET 1/2"REBAR/CAP PLS 14221 a Q7 2-1/2"HOT PLANT MIX ASPHALT CONCRETE SIDEWALK L L W 14"PIT RUN BASE COURSE 4 PER ACHD SD-709 i CONCRETE SURFACE COURSE 1 EXISTING LOT NUMBER "OF 3/4"CRUSHED AGGREGATE LEVELING COURSE r T � � � 33' T 1']C iCAlL STREET SECTION L ��/i OPEN SPACE W Q OLL _ o O SCALE: N.T.S. Lu I\ L~Ll O L