Loading...
PZ - PrePlat & Phasing BASIS OF BEARING ............... .............. .................•N89'52'43'�W 264271'• ................................ .. .. .. ...... ........ ............ ..... , BENCHMARK O ' 5/8" IRON PIN Ix W/RED CONTROL CAP O m ..•• NAVD '88 ELEV.=2605.66' 0 o 1� • •• 1/4 --- -- - , - - _ _ W. WALTMAN LANE _ CE 1/16 --- CENTER; S.13 1<`� dal .. 250 1071' 1321 18 w I 7 f j P • -- -- -- ----- -- N89'52'43"W 1071.36' r'! �� } , i ��, - -- -- - -� -- -- -- " S 13 S a ��, ai NO'03'55"E ��T� N019 35 E 4F *, ... 1 • . 435' 357' a 25 00 1 i i. p ri w l 1 ��..... 25.00 �, .y�. 1 u` O N 9307 s.f. O 1 I `'�o. 116 59 1f�r r r N ! }}t°" 1 wm �t - tl9 . 60 w. W. 50' 50 50 50' BO 15' -1 { :J.:: 60 258' I I t11' a \ u. PROPOSED NMID � j � � r rig,::�_.... 7 • O 19 ^PUMP STATION : 1, I L_ W o I O 1 3323 s.f. , cc Ilx , • n N 1 2 120 00 0 5 0 6 7 0 8 ;� 9 W I > mfh iiC. N o 12 00 � o oo � o 0o o � W I 7E L 9 r N INST.N0. M M 33812 s.f. 1 A \ w r � N �, UNPLATTED INST.N0. w I ° I , ' I. 4 x I,.. 108038573 104038185 in1 N .. ".'.�.... �.OqC 3 -------------� . ... 25 60' 50 50 50 40 10' 50' 50 ;p a, 1 : ` �� 18 ,` r+C1 16 � 1 I �� ... Rnunnawdx� tiwvwsrAramoEs o ^ W BROWN TROUT DR. ZONE R-8 10 N so' 14 \. I E9.. 7EFt5L4xE -..: iMappgnecy �'�7g MTas�A .... Z ZONE R-15 50. I 169' 114 \ 106742 s.f. 1 +` O34610 s.f. �\ \ 1 tt UNPLATTED 2'33' 35' 35' 35' W. 35' M' 20' x 107' I _——— ———— ` i PROJECT AREA N89'52'43"W 250.00' 50' , I \ I io ao i6o -- 1 BLOCK 4 - 11 g t\ 1 t 0 20 80 320 104' 47' 47 0 ss o 0 0 0 105 I 1 I I t VICINITY MAP 0 1 � �, I 3 I SCALE: 1" — 80' - I 1 2 3 4 Q 6 7 8 9 g 12 13104' o � � 000 0 00 0 0105' 1 40340 s.f. N 33629 s.f. 134' I M 18' 35' o' 35' 35' 35' 35' 35' 50' g 13 g N I I c ^' C N PUBLIC ALLEY 1os I I 0 0 BLOCK 2 18' 35' 3W 35' 35' 36 W. m. 50' I w I I r—————— • tQ4' 81. �OqC g 14 g I I I LEGEND: FUTURE LEGEND: EXISTING 105 BLOCK 10 1 c O c O W o o b b c b c b I I I I 1 i O FOUND 1/2" IRON PIN m ELM 1 N 101' �- 1 2 3 4 5 6 7 8 9 g 15 105' g I tss' 13' t32' I 1 I 1 i 0 FOUND 5/8" IRON PIN 0 LOT NO. THE LANDING 104' 3 w o 0 0 0 0 0 0 o I I - I i 0 WATER VALVE g 0 g z I I I a I G FOUND P.K. NAIL 101' `Q 2'33' 35' 35' 35' 35' 35' 35' 30' 105' N 20' CITY OF MERIDIAN SUBDIVISION 14 0 9 lb G ,c Q 'gyp, k� g 16 g i 1 1 I I —T_ WATER METER m Y I I 1 32672 s.f. ( I SEWER EASEMENT © FOUND BRASS CAP MONUMENT • I 104' g O g N r, W EIDER DR. I I 1 1 , I Ia' 1 COPPER DISK HIGHWAY MONUMENT WATER MANHOLE i� 101' g 17 105' I 1 { M I i I co i FIRE HYDRANT 3 g 40' 40' W. Q. Q. ,40• 40' �,J I 1 i I„o 1 0� FOUND ALUMINUM CAP MONUMENT N Q > T� CROSS ACCESS I o g 1 EASEMENT (TYP.) N I WATER SPIGOT 101' Z g 18 g . 1 I 1 I I i Iw '' i ® BENCH MARK 104' � Q 105' N I 1 h I WATER WELL • g O O 'i/ O4 50 O6 - O7 �8 >' I �4 12 I 133' i I IM j 0 CALCULATED POINT g I II TELEPHONE JUNCTION BOX 6 4T �, ti^ o o � � g 19 105• g I 44313 s.f. N 32155 s.f.l I i I 7- to i -- -- PROPERTY BOUNDARY LINE II I C) 1 POWER POLE 104' 01 40' 40' 40• 40' 40' 40' 40' N I I I I II I I Z I LOT LINE 7 •a g 20 g I I I 1 --_ C GUY WIRE ANCHOR o, 105' 1 I I I I TENMILE CREEK SECTION LINE BLOCK 6 1 L————— ------� 1 i-50'---50'--i NAMPA-MERIDIAN h POWER TRANSFORMER W. RUDDY DR. b W RUDDY DR. I i I w i IRRIGATION EASEMENT 50' RIGHT-OF-WAY LINE �n O I I I I I w I EACH SIDE OF CENTERLINE 182' 132' I U I ZONING LIMITS LINE POWER JUNCTION BOX : S7 ?s �e g 21 c I I 16 i I w i ----------------- EASEMENT LINE ' ONRAMP STREET LIGHT 104' 47, APARTMENT I J 1 W L -----, ! 32312 s.f. N i 18 21 MAIL BOX 0 � —•—•—•—•—•—•— SEWER EASEMENT LINE 56 47 N N 105' 1 1 1 Z 1 DECIDUOUS TREE w/ SIZE N : �I:' o I I 1 1 I1 —————— CROSS ACCESS AND PUBLIC 3 : I N 1 UTILITY EASEMENT LINE ,� , - �_ I, 1 -- --ss ----- n; -- M : o OAK 3 `�' 170 g 22 g i I g 1 I I _ 1 I j i FIRE HYDRANT L- SANITARY SEWER LINE W/ MANHOLE O : r � 72 105 5 11 ———— I --- DOMESTIC WATER LINE Ix N ; d. 55 W BACKWOODS DR. kti N I W 0 Y'I I i WATER METER J -- 72' g 23 g 1 44253 s.f. N 32215 s.f. 132' 11 I I i GAS LINE THE LANDING !� 0 1 I �I I r WATER LINE OVERHEAD POWER LINE 105 �'v: 9 "� 105' I N 1 —r—.—w—w— SUBDIVISION NO. 9 '� �� 80, o 80' `�'" 1 °F BLOCK 16 Ol0 54 Q �' 0 M M O "' �` c 10 N rso 24 - 1 1 I (i I i SEWER LINE g g I ---- I 1 1 -.--------------- - IRRIGATION PIPE Z tD N 100' 2 N N 2 100' N w 't N 2 100' N 105 1 I r 1 R R PRESSURE IRRIGATION LINE 105' N 11 N 1 I I 1 - EDGE OF PAVEMENT N 100, 3 N 20 N 3 100 N N 12 N 20' N 3 too', N g 25 105' g 1 { 1 I ` I i EDGE OF GRAVEL ROAD b b (n 100 100 10o I I I 1 0 53 m N 4 N N 4 N t 13 N N 0 N 182' 132• 1 I I i '" FLOOD PLAIN BOUNDARY LINE 100' >' ;� too' } g 26 g t ' • N 100' S N N 5 100' N ly 14 J 5 100' N 1os' I I 17 N �I LANO CURB, GUTTER AND SIDEWALK b BLOCK Q BLOCK Q Q ELM - 1 I I i I I I 4 �/ 52 °° W' "' 7 0 0 8 s Y sQ s c SOCK 3 32087 s.f. o o i j W 15 �+ I 1 i 1 < W W e9i cr. Ix100' 7 pm 7 100' m o 7 1�' c 27 105' 1 I BLOCK 10 N I I I I I 7729 105' O M w O U r 16 N '�O M N I N N 100' � d p 1�' 0 4. 100' g 28 g . i 10 I I it I i UNPLATTED cNgT i'�jSJzvP1�� N 8 N N 8 N It N 8 N n i� II ( I Q THE LANDING o 51 N 17 N 105' 0 1 N I I 1 I I 'f'F F o tO `O 100' too' 9 100' N N 37718 s.f. 27457 s.f. I iI +—FLOOD ZONE 'A' PER FEMA �oRy G cP� SUBDIV�LION N0. I 105' N 9 N N 9 N N N 18 N N I I I 132' I I I MAP #16001CO232H EFFECTIVE BLOCK 19 :, 47' N 100' 10 N N 10 100• N N 19 N N 10 100' N g 29 105' g I 1 I I II I i ON 02/19/2003 N 47 Im 50 100' 100' N 100' m 47 ,� x 20 M � 11 k�- 30 � I i I I 1 gg• q,8• 70' 80' k � �. 70, I I N 49 �_ ZONE R-8 ^� 125' 31 1n 182' 132' i O i i I i NOTES: W. 12• ZONE R-15 W JACKSNIPE DR. �°' 32 N 60' I I I M i I I i 1. THE NE 1/4 OF THE NW 1/4 OF THE SE 1/4 IS SUBJECT TO A BLANKET POWER LINE EASEMENT PER INSTR.NO. 234177 m. W. 50, So' 50' 50' 50' 50' 38' 12' 50' O a0 I I 1 127751 s.f. N i I 1 60 I I 1 I I I II 1 1 2. THERE APPEARS TO BE A QUESTION OF THE LOCATION OF THE CENTERLINE OF WALTMAN LANE. THE PROPERTIES NORTH OF w I I i' I I i WALTMAN LANE USE THE EXISTING CENTER OF SECTION LINE AS THE CENTERLINE. THE PROPERTIES SOUTH OF WALTMAN LANE BLOCK 3 W W I I O I N I II I APPEAR TO USE A CENTERLINE AS DETERMINED BY PAT TEALEY IN 1996 AND SHOWN ON RECORD OF SURVEY NO. 3490. 48 M 46 M 45 N 44 No 0 0 0 0 o O c O oO oO oO o O N 34 33 1 I --------�� 118 I SUBSEQUENT SURVEYS OF PROPERTIES SOUTH OF WALTMAN LANE HAVE ALSO USED THIS CENTERLINE. IN 1965 THE NORTH 25 43 � 42 � 41 40 N 9 N 38 � 37 � 36 N 35 I 48599 s.f. I [ I 1 FEET OF THE NE 1/4 OF THE SE 1/4 WAS QUITCLAIMED TO ADA COUNTY PER INSTRUMENT N0. 618060. UPON REVIEWING THE 1 ` i DEED INFORMATION AND HISTORIC RECORD OF SURVEYS, THIS SURVEYOR WAS NOT ABLE TO JUSTIFY USING THE CENTERLINE AS a I I I DETERMINED BY THE TEALEY RECORD OF SURVEY. THE BOUNDARY LINES SHOWN HOLD THE EXISTING CENTER OF SECTION LINE 1 AS THE CENTERLINE OF WALTMAN LANE. 66' 55' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 60' 110'•�' II 80. �----•206------� 19236 s.f. 1 - 39549 s.f. 47 __ 'b 0.91 ac. O __ S82 2'13"W 318.9 i' I S84'03'28"W N89'5843"W 999.42' 43.25' WB INTERSTATE 84 i I N0. REVISIONS BY DATE I I „ I IDAHO 9955 W. EMERALD ST. ••. I� SURVEY � p� /C�/ BOISE, IDAHO 83704 R V E PH. (208) 846-8570 1/4 : S.13 GROUP , L LC FAX (208) 884-5399 S.24 UTILITY WARNING TANNER CREEK SUBDIVISION THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES PRELIMINARY PLAT SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE 11//EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY LOCATED I N THE N W 14 OF THE SE Y4 OF SECTION 13, AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. T.3N., R.1 W., B.M., MERIDIAN, ADA COUNTY, IDAHO THESE DRAWINGS, OR ANY PORTION THEREOF, SHALL NOT BE USED DRAWN: JDONG CHECKED: GGC JOB NO. SHEET NO. ON ANY PROJECT OR EXTENSIONS OF THIS PROJECT EXCEPT BY DATE: 2/10/2020 DATE: 2/10/2020 17-133 1 OF 2 AGREEMENT IN WRITING WITH IDAHO SURVEY GROUP, INC. Waltman 38 Acre to o ('anne C-im, Sub) P.-Pict +�atm n PREP1at r,s.on 1 21 20.dw 2/11 20201:22 PM PROPERTY OWNER R-8 ZONING (MINIMUM) R-15 ZONING (MINIMUM) R-40 ZONING (MINI COREY BARTON MINIMUM LOT SIZE: 4000 SF MINIMUM LOT SIZE: 2000 SF MINIMUM LOT SIZE: 1000 SF 1977 E OVERLAND ROAD MINIMUM STREET FRONTAGE: 40' MINIMUM STREET FRONTAGE: 0' MINIMUM STREET FRONTAGE: 0' MERIDIAN, ID 83642 SETBACKS (GARAGE): 20' SETBACKS (GARAGE): 20' SETBACKS (GARAGE): 20' SETBACKS (LIVING AREA): 10' SETBACKS (LIVING AREA): 10' SETBACKS (LIVING AREA): 10' PROPERTY ADDRESS REAR SETBACK: 12' REAR SETBACK: 12' REAR SETBACK: 12' SIDE YARD SETBACK: 5' SIDE YARD SETBACK: 0' SIDE YARD SETBACK: 3' PARCEL AREA TABLE PARCEL AREA TABLE PARCEL AREA TABLE PARCEL AREA TABLE 675 W. WALTMAN BLOCK AREA (S.F.) BLOCK AREA (S.F.) BLOCK AREA (S.F.) BLOCK AREA (S.F.) MERIDIAN, ID 83642 DEVELOPMENT FEATURES: R-8 DEVELOPMENT FEATURES: R-15 DEVELOPMENT FEATURES: R-40 BLOCK 1 BLOCK 3 BLOCK 3 BLOCK 3 DEVELOPER/APPLICANT ACREAGE: 10.13 ACRES — ZONING ACREAGE: 12.20 ACRES ACREAGE: 16.14 ACRES — ZONING LOT 1 6772 LOT 8 5484 LOT 28 4194 LOT 48 10805 MATT SCHULTZ ACREAGE: 9.83 ACRES — GROSS TOTAL LOTS= 92 ACREAGE: 15.84 ACRES — GROSS BLOCK 1 BLOCK 3 BLOCK 3 BLOCK 3 C/O SCHULTZ DEVELOPMENT LLC TOTAL LOTS= 49 BUILDABLE LOTS= 87 TOTAL LOTS= 19 LOT 2 6259 LOT 9 8028 LOT 29 4195 LOT 49 1402 PO BOX 1115 BUILDABLE LOTS= 41 COMMON LOTS= 5 BUILDABLE LOTS= 14 MERIDIAN, IDAHO 83680 COMMON LOTS=8 GROSS DENSITY= 7.13 DU/AC COMMON LOTS = 5 BLOCK 1 6261 BLOCK 3 1698 BLOCK 3 5359 BLOCK 3 6390 208-880-1695 GROSS DENSITY=4.17 DU/AC NET DENSITY=12.68 DU/AC DWELLING UNITS TOTAL= 272 LOT 3 LOT 10 LOT 30 LOT 50 schultzdevelopmentOyahoo.com NET DENSITY=7.12 DU/AC MINIMUM BLDG LOT AREA= 2,400 s.f. GROSS DENSITY=17.17 DU/AC MINIMUM BLDG LOT AREA= 4,023 s.f. AVERAGE BLDG LOT AREA= 3.436 s.f. MINIMUM BLDG LOT AREA= 27,457 s.f. BLOCK 1 6264 BLOCK 3 4200 BLOCK 3 1790 BLOCK 3 6287 ENGINEER AVERAGE BLDG LOT AREA= 6,112 s.f. AVERAGE BLDG LOT AREA= 35,735 s.f. LOT 4 LOT 11 LOT 31 LOT 51 BLOCK 1 6266 BLOCK 3 4182 BLOCK 3 2068 BLOCK 3 6285 M T DERR NEERING LOT 5 LOT 12 LOT 32 LOT 52 9233 WEST STATE STREET EONINNG=C—G (MERIDIAN) QUALIFIED OPEN SPACE SITE SUMMARY BLOCK 1 6268 BLOCK 3 4183 BLOCK 3 8689 BLOCK 3 BOIS6282 208 E639-69393714 PROPOSED=RESIDENTIAL R-8, R-15, R-40 R-8/R-15 = 3.14 AC (14.37.) ACREAGE: 38.47 ACRES — ZONING LOT 6 LOT 13 LOT 33 LOT 53 mder®kmengllp.com SEWAGE DISPOSAL— MERIDIAN CITY SEWER R-40 = 4.07 AC (25.7%) ACREAGE: 37.87 ACRES — GROSS BLOCK 1 1492 BLOCK 3 4183 BLOCK 3 7196 BLOCK 3 6280 (EXISTING MAIN AT AT W. RUDDY DR. AND W. TOTAL LOTS= 160 LOT 7 LOT 14 LOT 34 LOT 54 SURVEYOR WALTMAN LN.) COMMON BUILDABLLOTS = 18 E LOTS= 2 BLOCK 2 23803 BLOCK 3 4185 BLOCK 3 5999 BLOCK 3 6277 GREGORY G. CARTER DWELLING UNITS = 400 LOT 1 LOT 15 LOT 35 LOT 55 IDAHO SURVEY GROUP WATER SUPPLY— MERIDIAN CITY WATER (EXISTING GROSS DENSITY=10.56 DU/AC BLOCK 2 4408 BLOCK 3 4184 BLOCK 3 6000 BLOCK 3 5846 1450 MERITERTOWER DIAN, 83642T #130 WATER MAIN AT W. RUDDY DR. AND W. WALTMAN QUALIFIED OPEN SPACE =7.21 AC (18.747.) LOT 2 LOT 16 LOT 36 LOT 56 208-631-5486 BLOCK 2 4025 BLOCK 3 4186 BLOCK 3 6000 BLOCK 3 1483 gcorterOidahosurvey.com SCHOOL DISTRICT—WEST ADA LOT 3 LOT 17 LOT 37 LOT 57 PRESSURE IRRIGATION DISTRICT— BLOCK 2 4024 BLOCK 3 4188 BLOCK 3 6000 BLOCK 4 1933 SITE BENCHMARK NAMPA MERIDIAN IRRIGATION DISTRICT LOT 4 LOT 18 LOT 38 LOT 1 TBM#1 BLOCK 2 4023 BLOCK 3 4187 BLOCK 3 6000 BLOCK 4 3850 CHISELED 'X' IN BACK OF SIDEWALK LOT 5 LOT 19 LOT 39 LOT 2 ELEV(NAVD88)=2605.66' BLOCK 2 BLOCK 3 BLOCK 3 BLOCK 4 LOT 6 3909 LOT 20 4187 LOT 40 6000 LOT 3 3850 BLOCK 3 5486 BLOCK 3 11032 BLOCK 3 6000 BLOCK 4 3850 LOT 1 LOT 21 LOT 41 LOT 4 BLOCK 3 6600 BLOCK 3 4190 BLOCK 3 6000 BLOCK 4 3850 LOT 2 LOT 22 LOT 42 LOT 5 Row 4T-0„ Row ROW 50'-0" Row BLOCK 3 5500 BLOCK 3 4191 BLOCK 3 6000 BLOCK 4 3850 7'-0" 33'-0" 7'-0" LOT 3 LOT 23 LOT 43 LOT 6 BLOCK 3 5500 4192 BOOB 3850 BLOCK 3 BLOCK 3 BLOCK 4 1 5'-0" 16'-6" 1s'-s" 5'-0" I 5'-0" 1 25'-5" 25'-5" I 5'-0" I I I LOT 4 LOT 24 LOT 44 LOT 7 BLOCK 3 5500 BLOCK 3 4192 BLOCK 3 6538 BLOCK 4 3850 I 1 I I LOT 5 LOT 25 LOT 45 LOT 8 I, I SLOPE 2.00% I I SLOPE 2.00% SLOPE 2.00% LOT 6 LOT 26 LOT 46 LOT 9 BLOCK 3 5502 BLOCK 3 4193 BLOCK 3 7645 BLOCK 4 5297 I ( 1 i BLOCK 3 5486 BLOCK 3 BLOCK 3 BLOCK 5 14"-6" MINUS PIT RUN 14"-6" MINUS PIT RUN 5242�:] 39549 1923 4"-3/4" MINUS STANDARD VERTICAL LOT 7 LOT 27 LOT 47 LOT 1 CONCRETE 4"-3/4" MINUS STANDARD VERTICAL CONCRETE CONCRETE CONCRETE CRUSHED GRAVEL CURB & GUTTER (TYP.) CRUSHED GRAVEL CURB & GUTTER (TYP.) SIDEWALK 2 1/2" ASPHALT AS PER PLANS SIDEWALK SIDEWALK 2 1 2 ASPHALT AS PER PLANS SIDEWALK ( ') PAVEMENT 4" - 3/4" MINUS CRUSHED O (TYP.) PAVEMENT 4" - 3/4" MINUS CRUSHED- PARCEL ) PARCEL AREA TABLE PARCEL AREA TABLE PARCEL AREA TABLE PARCEL AREA TABLE GRAVEL (COMPACTION GRAVEL (COMPACTION REQUIRED) I REQUIRED) BLOCK AREA (S.F.) BLOCK AREA (S.F.) BLOCK AREA (S.F.) BLOCK AREA (S.F.) 47' RIGHT-OF-WAY W. RUDDY DR. BLOCK 5 BLOCK s BLOCK 8 BLOCK 9 NOT TO SCALE NOT TO SCALE LOT 2 3850 LOT 13 2400 LOT 2 2400 LOT 11 3757 BLOCK 5 3850 BLOCK 6 3000 BLOCK 8 2400 LOT 3 LOT 14 LOT 3 sEC11ON BLOCK 5 3850 BLOCK s 3000 BLOCK 8 2400 LOT 4 LOT 15 LOT 4 Row I Row ROW LINE� 8-0 _ Row BLOCK 5 BLOCK 6 BLOCK 8 so'-0" 62_0„ 3850 2400 2400 25'-0" 37'-0" LOT 5 LOT 16 LOT 5 3'-6" 4'-6" 51'-0" 4'-s" 3'-6" BLOCK 5 3850 BLOCK 6 2400 BLOCK 8 3000 j 1 I 33'-0" 18'-0" _ 110'-0" LOT 6 LOT 17 LOT 6 8'-0" 25'-6" 2s'-6" BLOCK 5 BLOCK 6 BLOCK 8 21'-0" 21'-0" 20' MIN 16'-0" LOT 7 3850 LOT 18 2400 LOT 7 3000 ' � 1 , , SLOPE 2.007. --- BLOCK 5 BLOCK 6 BLOCK 8 1 SLOPE 2.00% 7MINUS E 2.00% LOT 8 3850 LOT 19 2400 LOT 8 2400 I I BLOCK 5 BLOCK 6 BLOCK 8 5424 3418 2400 EXISTING ROAD 4"-3/4" MINUS STANDARD VERTICAL LOT 9 LOT 20 LOT 9 14"-6" MINUS PIT RUN CONCRETE 4" STANDARD VERTICAL SECTION CRUSHED GRAVEL CURB & GUTTER (TYP.) CONCRETE FSIDEWALK TE SIDEWALK BLOCK 6 BLOCK 7 BLOCK 8 CRCURB & GUTTER (IYP.) ASPER PLANS (TP) LOT 1 74016 LOT 1 3414 LOT 10 2400 (ITS jALK 2 1/2 ASPHALT AS PER PLANS PAVEMENT T 4" - 3/4" MINUS CRUSHED PAVEMENT 4" - 3/4" MINUS CRUSHED 2 "-6" MINUS PIT RUN GRAVEL (COMPACTION BLOCK 6 4200 BLOCK 7 2400 BLOCK 8 3884 GRAVEL (COMPACTION REQUIRED) LOT 2 LOT 2 LOT 11 REQUIRED) BLOCK 6 4200 BLOCK 7 2400 BLOCK 9 4531 60 RIGHT-OF-WAY w f ISLAND 62' RIGHT-OF-WAY (WALTMAN LANE) LOT 3 LOT 3 LOT 1 NOT TO SCALE NOT TO SCALE BLOCK 6 4200 BLOCK 7 2400 BLOCK 9 2400 LOT 4 LOT 4 LOT 2 BLOCK 6 4200 BLOCK 7 2400 BLOCK 9 2400 ROW I ROW LOT 5 LOT 5 LOT 3 so'-O" BLOCK 6 BLOCK 7 BLOCK 9 1'-0" 7'-0" 36'70" 7'-0^ 1'-o" LOT 6 4200 LOT 6 3000 LOT 4 2400 I I 11 C�1P # BLOCK 6 BLOCK 7 BLOCK 9 F 4200 3000 2400 a'-o" I 8'_0^ 18'-0" I 18'-0" 8'-0" I 5'-0" dG .NS O SG�` LOT 7 LOT 7 LOT 5 o BLOCK 6 4195 BLOCK 7 2400 BLOCK 9 3000 I I a. 7729 x LOT 8 LOT 8 LOT 6 SLOPE 2.00% ---- 1 BLOCLOT 9LOT 6 3299 BLOCK 9 7 2400 BLOCK 9 3000 G' I ,, F /IO�F LOT 7 I BLOCK 6 BLOCK 7 BLOCK 9 rC 14"-6" MINUS PIT RUN � RY & LOT 10 2406 LOT 10 2400 LOT 8 2400 CONCRETE 4"-3/4" MINUS STANDARD VERTICAL CONCRETE BLOCK 6 BLOCK 7 BLOCK 9 SIDEWALK CRUSHED GRAVEL AS & GUTTER (11P.) SIDEWALK LOT 11 2400 LOT 11 3786 LOT 9 2400 2 1/2" ASPHALT AS PER PLANS PAVEMENT 4" - 3/4" MINUS CRUSHED GRAVEL (COMPACTION BLOCK 6 BLOCK 8 BLOCK 9 REQUIRED) LOT 2400 LOT 1 3414 LOT 10 2400 60' RIGHT-OF-WAY wZ DETACHED SIDEWALK Ag NOT TO SCALE NO. REVISIONS BY DATE ROW 54I-0" ROW IDAHO 30'-0" 15'-0° M 9955 W. EMERALD ST. BOISE, IDAHO 83704 1 g'-o" 15'-0" 15'-0" 8'-0" 5'-0" 1 2'-0" SURVEY PH. (208) 846-8570 I I FAX (208) 884-5399 GROUP, LLC 1 SLOPE 2.00% UTILITY WARNING 4"-34 NUS 20"-6" MINUS PIT RUN TANNER CREEK SUBDIVISION THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND GRAVDEL SHOULDER CRUSHED GRAVEL CONCRETE EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES 3" ASPHALT SIDEWALK SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE PAVEMENT 4" - 3/4" MINUS CRUSHED (TYP.) PRELIMINARY PLAT SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE GRAVEL (COMPACTION EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY REQUIRED) AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE LOCATED IN THE NW Y4 OF THE SE Y4 OF SECTION 13, UNDERGROUND UTILITIES. 54' RIGHT-OF-WAY (CORPORATE DRIVE) T.3N., R.1 W., B.M., MERIDIAN, ADA COUNTY, IDAHO THESE DRAWINGS, OR ANY PORTION THEREOF, SHALL NOT BE USED NOT TO SCALE SHEET NO.DRAWN: GCARTER CHECKED: GGC JOB N0. ON ANY PROJECT OR EXTENSIONS OF THIS PROJECT EXCEPT BY DATE: 2�1O�2OZO DATE: 2/10/2020 17-133 2 OF 2 AGREEMENT IN WRITING WITH IDAHO SURVEY GROUP, INC. Waltman 38 Acre to o 'Fanner Creek Sub '7-133v d `�w PrePla Wa1±man PREPIct —.son 1 21 20.dw 2 11 2020 1:22 P64 LL1 F--- < 10� OW a- (D 0� 0 0 0WALTMAN 0 co BRIDGE #2 WALTMAN LN 9 G o © u L — L I I - ------------- ----- I I I — F -1 o In gl, o (Dl, I I I P"l I I I I J r r o 0 0 — T- —I 0 0 ------- =CONNECTIO LIJ ------------------ LIJ z T T ---F----[ 1-84 PHASING PLAN