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PZ - Preliminary PlatBASIS OF BEARING "' . • ...N89'52'43"W 2642.71' • BENCHMARK LLj D T Z 5/8" IRON PIN > ylI W W/RED CONTROL CAP �� I NI� � • G :-•'' • • • NAVD '88 ELEV.-2605.66' •�;,-• c w c w w -- --- __ _ _-- _-- _-- W _-- W. WALTMAN LANE __ G I CE 1/16— ''1/4 __ --- --- --- – -- – – --- --- '•• _ _ i—L FP I FP— 1Olt' CENTER 2SO' EP EP EP TE S.13 0'—op oP ° S n N89'52'43"W 1071.36' S_ _ o _ op op 0 ° –� 1321' S.13 S.18 1 /4' . NO'03'S5"E > - >, -- -I- - - 5 E N019 3 " 25.00' �, 435 357' I xn\ y� 2g I 25.00' 1 3 N 9307 s.f. 1 I 0 1 60' '�60' N 7°50' 50' 50' 50"' 50' xi 50'- —60'- w 15' 258' 1tt, t \ PROPOSED INMID ON O s N 0 2606 I I 0 \ 19 0 PUMP STATION ) O I NI 3323 s. f. 10 I I \ 0 N 1 2 ��3 05 0 6 O O -L. O I \� N > ,., a 0 rn 33812 s. f. I I a UNPLA INSTTTED. N0. INST. N0. w 1 N >> cK> 108038573 104038185 in I I BLOCK 3 1bz u 7I \ �\ \ M60' 50' 50' 50' 40' 10' S0' S0' . �, '1 18 n nW BROWN TROUT DR ry Ss 10 N so' Z — \ 14106742 ss ss 169' 114' O Ss 50 ° \ -26p5 34610 s.f. `� UNPLATTED \2606 p 2' 35' 35' 35' 35' 35' 3, 20' 107' 'h sr �?�N89'52'43"W 250.00' 50 N N - � -� I \ , � I � — \ \ � � 104' 4TH BLOCK 4 ss'' �4T 11 I I� • ss N I I \ 1 I 0 0 0 0 0 0 0 - 0 �o N 105' I— �� � V V w V O' °° ' t0 ---- y 1 2 3 4 5 6 7 8 9 0 12 0 d a M 104' �Gj. •' � °: 0000 O O 105' O1 I 40340 s.f. N 33629 S.T. i 134' M M N • 1 `J I < �: 1 n I 18' 135' 35' 35' 35' 35' 35' 35' 50' I I 0 N N PUBLIC ALLEY y>: 13 I I O BLOCK 2 a IR , 05' I _ 18' 35' 35' 35' 35' 35' 35' 35' 50' — 104' y I /� _ w > BLOCK 5 ' ` I I 26()B — BLOCK i 81 0 O a 0 0 _ I 0 0 0 14 � I I BLOCK 10 �, 0 0 0� 2 w y tos' I-13' BLOCK 1 `_ tot' I 1 2 3 ^ 4 5 6 7 8 9 l 0 15 I I o I N THE LANDING 104' 0 3 o O O O O O 0 O I ,69' 6 132' I I I �,OQ,6o6-0�J wII ' ' 105' 35' 35'SUBDIVISION NO. 9 101' 35' 30 II III III 1I 5 N I i 20' CITY OF MERIDIANBLOCK 14 32672 s.f. SEWER EASEMENT ' ��z6o W EIDER DR. 105 < - ss ss I I I I M 06 104' 101' s 3 I 85' W C, 17 g I I M 17 N O �0 188' I I Rte. Q 105r CROSS ACCESSLo O ° < lot' g 2 260 - I EASEMENT (TYP.) to N Z M I I 104' 'o y Q , 0 O N i I I w I O �N I 105' Q 18 4 12 I 133' to 47' I 86' 0 J 105' I 1 ini I I it M b 6 � t hA 3 I 44313 s. f. N 32155 s.f. I o M 105' 104' En 7 7�- 1 19 105' 260 y7 IIII II O� iI N TENMILE CREEK oBLOCK 6 �O� 9 50' 50' NAMPA-MERIDIAN v �� 26p W. RUDDY DR. RUDDY . 105 0 105' a IRRIGATION EASEMENT 50 U s `n��- �-� y I O O 01 1 71I I 26° I I I w EACH SIDE OF CENTERLINE > 182 / 132' 10 85, 57 ?s _ 7 � 77091 s.f. o 105' 1 � 21 L I I(16 M : u) I 1.77 ac. 0 , d 104' , I O *' 105' I I N w ' 1 47 I ,, 32312 s. f. 18 3: g �� 7 22 I I j a Z l 105' �i I I I N In : ^ 170' ton' o li a `n o BLOCK 3 — 1os N o �p I to �n ne n n ne n n� �¢• ti 72'�7n 5 11 I II N: 2 w 55 �; W BACKWOODS DR. °` I� �� 23 Lo N I O _ . �\ & 44253 s. f. 32215 s. f. THE LANDING �n 105 �? �� 8 ��, rx 72' N I 132' 80 80 ti 105' SUBDIVISION N0. 9_ o < �^ BLOCK 16 Z� =n t -N OM Lo 0 244O5Q 100' � 0o I III III II -- �6a s-100' > N105' 2 N N >- t N 128N 2 los' 100 NN too' C14 7A20' cj 25 N0 N 20 100' N (M N _ 0 0 (n 100' 100' I00 105 i 53 c0 H t N 4 N N 4 N a 1 r� N N 4 ` N y - �'L60 182' ' �- > L o 82 132' N 100' S N W N 5 100' N 4 J 100' 26 4 too' J too' 0 o f 0 5 P 1713N 100' N - 105'I 26 N BLOCK a BLOCK 0 a> a. BLOCK - I ( I o O52 0 7 O M 0 M O 8 "' y 0 o c� CO g M o BLOCK 3 o I 32087 s.f. ' it — w M; 14 M J > � 27 Lo 105' H M , 00' 7 M j M �1� 0' o� ' a o 7 loo, M �, 105' I I BLOCK 10 N t° a -(�/�) a N 15 N a > 100' 1ao' O loo' �27457 THE LANDING o 0 N8 N N 8 N aN. 16 N N 8 100 N 28 N N s. f. I I 51 `� < '� 100' :t 100' ': > 105' o I 37718 s. f. SUBDIVISION NO. I N 9 N N 9 N 1 7 sF N 9 N I I I t 32' I 11 ton' 100' 100 N N - 29 `+ BLOCK 19 n 47 0 10 �O toa' 0 H 3 2610 1 N V7 N 1 O N N N r 9 N 1 U N N 1 O N 105' I I I 25' 50 loo' >s ,00' 0 47 100' ,� > " A 19 M 11 �� 3000 • 66' 48' � 70' I � of 80Lo ' , M 114' N 49 v v v v vi v v -� v v ^� 125 31 1n 182' 132' I I O 55, 12' ss ss 60 W JACKSNIPE DR 24 0 32 N I I i 127751 s. f. \ I 36' 50' 50' 50' 50' S0' 50' 50' 38' 12' 50' 60' BLOCK 3 I r92 45 N 44 N 43 N 42 N 41 N 40 N 39 N 38 C11 37 N 36 N N �— O 0 O O O 0 0 0 0 0 35 34 33 i I 48599 s.f. 132' o I _ __ 23 66' L 55' S0' 50' 50' 50' 50' 50' 50' 50' S0' 0 50' 50' 60' l IR is w m to m m m m IR IR m 60. - -206' — 0 39549 s.f.0 19236 s.f. "' 0.91 ac. 47 L-8j_� 261 5 \, 9 20'13"W 318.9 P 260 -2610 P P P P 2611 N89'58'43"W 999.42' P 2612 S82 2612 ,• I I WB INTERSTATE 84 �'Ig WIW M 1/4 '. S.13 S.24 UTILITY WARNING THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES 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 EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. THESE DRAWINGS, OR ANY PORTION THEREOF, SHALL NOT BE USED ON ANY PROJECT OR EXTENSIONS OF THIS PROJECT EXCEPT BY AGREEMENT IN WRITING WITH IDAHO SURVEY GROUP, INC. 18 UNPLATTED FLOOD ZONE 'A' PER FEMA MAP #16001CO232H EFFECTIVE ON 02/19/2003 I I I I I I I I I I I . I I I I I I I � I I I I I I I S84'03'28"W 43.25' MA 10 40 160 mmmmmmmmmmoni 0 20 80 320 SCALE: 1" = 80' PROJj LEGEND: FUTURE O FOUND 1/2" IRON PIN 0 FOUND 5/8" IRON PIN 0 FOUND P.K. NAIL Q FOUND BRASS CAP MONUMENT ® COPPER DISK HIGHWAY MONUMENT 0 FOUND ALUMINUM CAP MONUMENT ® BENCH MARK 0 CALCULATED POINT -- -- PROPERTY BOUNDARY LINE z LOT LINE © POWER JUNCTION BOX SECTION LINE - - - ❑o RIGHT-OF-WAY LINE - " X ----------------- EASEMENT LINE ... ' ..... ' ... SEWER EASEMENT LINE — — — — — — — — — CROSS ACCESS AND PUBLIC UTILITY EASEMENT LINE FIRE HYDRANT O WATER METER —w w ww— WATER LINE SEWER LINE ss It OR PRESSURE IRRIGATION LINE vs SFS GAG ��7729 0 'OR y G G �1[�iI \ u•� LEGEND: EXISTING n NOTES: 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 2. THERE APPEARS TO BE A QUESTION OF THE LOCATION OF THE CENTERLINE OF WALTMAN LANE. THE PROPERTIES NORTH OF WALTMAN LANE USE THE EXISTING CENTER OF SECTION LINE AS THE CENTERLINE. THE PROPERTIES SOUTH OF WALTMAN LANE APPEAR TO USE A CENTERLINE AS DETERMINED BY PAT TEALEY IN 1996 AND SHOWN ON RECORD OF SURVEY NO. 3490. SUBSEQUENT SURVEYS OF PROPERTIES SOUTH OF WALTMAN LANE HAVE ALSO USED THIS CENTERLINE. IN 1965 THE NORTH 25 FEET OF THE NE 1/4 OF THE SE 1/4 WAS QUITCLAIMED TO ADA COUNTY PER INSTRUMENT NO. 618060. UPON REVIEWING THE DEED INFORMATION AND HISTORIC RECORD OF SURVEYS, THIS SURVEYOR WAS NOT ABLE TO JUSTIFY USING THE CENTERLINE AS DETERMINED BY THE TEALEY RECORD OF SURVEY. THE BOUNDARY LINES SHOWN HOLD THE EXISTING CENTER OF SECTION LINE AS THE CENTERLINE OF WALTMAN LANE. LOT NO. ® WATER VALVE WATER METER WATER MANHOLE FIRE HYDRANT WATER SPIGOT D WATER WELL ❑D TELEPHONE JUNCTION BOX REVISIONS POWER POLE GUY WIRE ANCHOR z POWER TRANSFORMER © POWER JUNCTION BOX a ONRAMP STREET LIGHT ❑o MAIL BOX - " X DECIDUOUS TREE w/ SIZE ss O SANITARY SEWER LINE W/ MANHOLE W_ DOMESTIC WATER LINE FAX (208) 884-5399 GAS LINE OVERHEAD POWER LINE —op -----------------IRRIGATION PIPE EDGE OF PAVEMENT EP EDGE OF GRAVEL ROAD ECR DRAWN: FLOOD PLAIN BOUNDARY LINE CHECKED: GGC CURB, GUTTER AND SIDEWALK JOB NO. SHEET NO. NOTES: 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 2. THERE APPEARS TO BE A QUESTION OF THE LOCATION OF THE CENTERLINE OF WALTMAN LANE. THE PROPERTIES NORTH OF WALTMAN LANE USE THE EXISTING CENTER OF SECTION LINE AS THE CENTERLINE. THE PROPERTIES SOUTH OF WALTMAN LANE APPEAR TO USE A CENTERLINE AS DETERMINED BY PAT TEALEY IN 1996 AND SHOWN ON RECORD OF SURVEY NO. 3490. SUBSEQUENT SURVEYS OF PROPERTIES SOUTH OF WALTMAN LANE HAVE ALSO USED THIS CENTERLINE. IN 1965 THE NORTH 25 FEET OF THE NE 1/4 OF THE SE 1/4 WAS QUITCLAIMED TO ADA COUNTY PER INSTRUMENT NO. 618060. UPON REVIEWING THE DEED INFORMATION AND HISTORIC RECORD OF SURVEYS, THIS SURVEYOR WAS NOT ABLE TO JUSTIFY USING THE CENTERLINE AS DETERMINED BY THE TEALEY RECORD OF SURVEY. THE BOUNDARY LINES SHOWN HOLD THE EXISTING CENTER OF SECTION LINE AS THE CENTERLINE OF WALTMAN LANE. N0. REVISIONS BY DATE kl IDAHO I 9955 W. EMERALD ST. SURVEY BOISE IDAHO 83704 µ PH. 208 846-8570 ) GROUP, LLC FAX (208) 884-5399 TAN N ER CREEK SUBDIVISION PRELIMINARY PLAT LOCATED IN THE NW Y4 OF THE SE Y4 OF SECTION 13, T.3N., R.1 W., B.M., MERIDIAN, ADA COUNTY, IDAHO DRAWN: JDONG CHECKED: GGC JOB NO. SHEET NO. DATE: 4/18/2018 DATE: - 4/18/2018 17-133 1 OF 2 PARCEL AREA TABLE BLOCK AREA (S.F.) BLOCK 1 6772 LOT 1 BLOCK 1 6259 LOT 2 N0. REVISIONS BLOCK 1 6261 LOT 3 � � IDAHO R V C i SURVEY SU G ROU P, LLC TAN N ER CREEK BLOCK 1 6264 PRELIMINARY PLAT LOT 4 LOCATED IN THE NW Y4 OF THE T.3N., RAW., B.M., MERIDIAN, SE Y4 OF SECTION 13, ADA COUNTY, IDAHO BLOCK 1 6266 CHECKED: GGC DATE: 4/18/2018 LOT 5 SHEET NO. 2 OF BLOCK 1 6268 LOT 6 BLOCK 1 1492 LOT 7 BLOCK 2 23803 LOT 1 BLOCK 2 4408 LOT 2 BLOCK 2 4025 LOT 3 BLOCK 2 4024 LOT 4 BLOCK 2 4200 LOT 5 4023 BLOCK 2 3909 LOT 6 BLOCK 3 5486 LOT 1 BLOCK 3 6600 LOT 2 BLOCK 3 5500 LOT 3 BLOCK 3 5500 LOT 4 BLOCK 3 5500 LOT 5 BLOCK 3 5502 LOT 6 BLOCK 3 5486 LOT 7 PARCEL AREA TABLE BLOCK AREA (S.F.) BLOCK 5 3850 LOT 2 BLOCK 5 3850 LOT 3 N0. REVISIONS BLOCK 5 3850 LOT 4 � � IDAHO R V C i SURVEY SU G ROU P, LLC TAN N ER CREEK BLOCK 5 3850 PRELIMINARY PLAT LOT 5 LOCATED IN THE NW Y4 OF THE T.3N., RAW., B.M., MERIDIAN, SE Y4 OF SECTION 13, ADA COUNTY, IDAHO BLOCK 5 3850 CHECKED: GGC DATE: 4/18/2018 LOT 6 SHEET NO. 2 OF BLOCK 5 3850 LOT 7 BLOCK 5 3850 LOT 8 BLOCK 5 5424 LOT 9 BLOCK 6 77091 LOT 1 BLOCK 6 4799 LOT 2 BLOCK 6 4200 LOT 3 BLOCK 6 4200 LOT 4 BLOCK 6 4200 LOT 5 BLOCK 6 4200 LOT 6 BLOCK 6 4725 LOT 7 BLOCK 6 3299 LOT 8 BLOCK 6 2406 LOT 9 BLOCK 6 2400 LOT 10 BLOCK 6 2400 LOT 11 BLOCK 6 2400 LOT 12 UTILITY WARNING PARCEL AREA TABLE BLOCK AREA (S.F.) BLOCK 3 5484 LOT 8 BLOCK 3 8028 LOT 9 N0. REVISIONS BLOCK 3 1698 LOT 10 � � IDAHO R V C i SURVEY SU G ROU P, LLC TAN N ER CREEK BLOCK 3 4722 PRELIMINARY PLAT LOT 11 LOCATED IN THE NW Y4 OF THE T.3N., RAW., B.M., MERIDIAN, SE Y4 OF SECTION 13, ADA COUNTY, IDAHO BLOCK 3 4182 CHECKED: GGC DATE: 4/18/2018 LOT 12 SHEET NO. 2 OF BLOCK 3 4183 LOT 13 BLOCK 3 5229 LOT 14 BLOCK 3 4184 LOT 15 BLOCK 3 4185 LOT 16 BLOCK 3 4186 LOT 17 BLOCK 3 5233 LOT 18 BLOCK 3 4187 LOT 19 BLOCK 3 4188 LOT 20 BLOCK 3 5236 LOT 21 BLOCK 3 5237 LOT 22 BLOCK 3 5275 LOT 23 BLOCK 3 5239 LOT 24 BLOCK 3 4192 LOT 25 BLOCK 3 4193 LOT 26 BLOCK 3 5242 LOT 27 PARCEL AREA TABLE BLOCK AREA (S.F.) BLOCK 6 3000 LOT 13 BLOCK 6 3000 LOT 14 N0. REVISIONS BLOCK 6 2400 LOT 15 � � IDAHO R V C i SURVEY SU G ROU P, LLC TAN N ER CREEK BLOCK 6 2400 PRELIMINARY PLAT LOT 16 LOCATED IN THE NW Y4 OF THE T.3N., RAW., B.M., MERIDIAN, SE Y4 OF SECTION 13, ADA COUNTY, IDAHO BLOCK 6 2400 CHECKED: GGC DATE: 4/18/2018 LOT 17 SHEET NO. 2 OF BLOCK 6 2400 LOT 18 BLOCK 6 3418 LOT 19 BLOCK 7 3414 LOT 1 BLOCK 7 2400 LOT 2 BLOCK 7 2400 LOT 3 BLOCK 7 2400 LOT 4 BLOCK 7 2400 LOT 5 BLOCK 7 3000 LOT 6 BLOCK 7 3000 LOT 7 BLOCK 7 2400 LOT 8 BLOCK 7 2400 LOT 9 BLOCK 7 2400 LOT 10 BLOCK 7 3786 LOT 11 BLOCK 8 3414 LOT 1 BLOCK 8 2400 LOT 2 THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES 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 EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. PARCEL AREA TABLE BLOCK AREA (S.F.) BLOCK 3 4194 LOT 28 BLOCK 3 4195 LOT 29 N0. REVISIONS BLOCK 3 5359 LOT 30 � � IDAHO R V C i SURVEY SU G ROU P, LLC TAN N ER CREEK BLOCK 3 1790 PRELIMINARY PLAT LOT 31 LOCATED IN THE NW Y4 OF THE T.3N., RAW., B.M., MERIDIAN, SE Y4 OF SECTION 13, ADA COUNTY, IDAHO BLOCK 3 2068 CHECKED: GGC DATE: 4/18/2018 LOT 32 SHEET NO. 2 OF BLOCK 3 8689 LOT 33 BLOCK 3 7196 LOT 34 BLOCK 3 5999 LOT 35 BLOCK 3 6000 LOT 36 BLOCK 3 6000 LOT 37 BLOCK 3 6000 LOT 38 BLOCK 3 6000 LOT 39 BLOCK 3 6000 LOT 40 BLOCK 3 6000 LOT 41 BLOCK 3 6000 LOT 42 BLOCK 3 6000 LOT 43 BLOCK 3 6006 LOT 44 BLOCK 3 6538 LOT 45 BLOCK 3 7645 LOT 46 BLOCK 3 39549 LOT 47 PARCEL AREA TABLE BLOCK AREA (S.F.) BLOCK 8 2400 LOT 3 BLOCK 8 2400 LOT 4 N0. REVISIONS BLOCK 8 2400 LOT 5 � � IDAHO R V C i SURVEY SU G ROU P, LLC TAN N ER CREEK BLOCK 8 3000 PRELIMINARY PLAT LOT 6 LOCATED IN THE NW Y4 OF THE T.3N., RAW., B.M., MERIDIAN, SE Y4 OF SECTION 13, ADA COUNTY, IDAHO BLOCK 8 3000 CHECKED: GGC DATE: 4/18/2018 LOT 7 SHEET NO. 2 OF BLOCK 8 2400 LOT 8 BLOCK 8 2400 LOT 9 BLOCK 8 2400 LOT 10 BLOCK 8 3884 LOT 11 BLOCK 9 4531 LOT 1 BLOCK 9 2400 LOT 2 BLOCK 9 2400 LOT 3 BLOCK 9 2400 LOT 4 BLOCK 9 2400 LOT 5 BLOCK 9 3000 LOT 6 BLOCK 9 3000 LOT 7 BLOCK 9 2400 LOT 8 BLOCK 9 2400 LOT 9 BLOCK 9 2400 LOT 10 BLOCK 9 3757 LOT 11 PARCEL AREA TABLE BLOCK AREA (S.F.) BLOCK 3 10805 LOT 48 BLOCK 3 1402 LOT 49 N0. REVISIONS BLOCK 3 6390 LOT 50 � � IDAHO R V C i SURVEY SU G ROU P, LLC TAN N ER CREEK BLOCK 3 6287 PRELIMINARY PLAT LOT 51 LOCATED IN THE NW Y4 OF THE T.3N., RAW., B.M., MERIDIAN, SE Y4 OF SECTION 13, ADA COUNTY, IDAHO BLOCK 3 6285 CHECKED: GGC DATE: 4/18/2018 LOT 52 SHEET NO. 2 OF BLOCK 3 6282 LOT 53 BLOCK 3 6280 LOT 54 BLOCK 3 6277 LOT 55 BLOCK 3 5846 LOT 56 BLOCK 3 1483 LOT 57 BLOCK 4 1933 LOT 1 BLOCK 4 3850 LOT 2 BLOCK 4 3850 LOT 3 BLOCK 4 3850 LOT 4 BLOCK 4 3850 LOT 5 BLOCK 4 3850 LOT 6 BLOCK 4 3850 LOT 7 BLOCK 4 3850 LOT 8 BLOCK 4 5297 LOT 9 BLOCK 5 1923 LOT 1 PROPERTY OWNER BLING INC. AND GO FOR IT LLC 675 W. WALTMAN MERIDIAN, ID 83642 PROPERTY ADDRESS 675 W. WALTMAN MERIDIAN, ID 83642 DEVELOPER /APPLICANT MATT SCHULTZ C/O SCHULTZ DEVELOPMENT LLC PO BOX 1115 MERIDIAN, IDAHO 83680 208-880-1695 schultzdevelopment©yahoo.com ENGINEER MATT DERR BRECKON LAND DESIGN 181 EAST 50TH ST. GARDEN CITY, IDAHO 83714 208-376-5153 mderr@breckonld.com SURVEYOR GREGORY G. CARTER IDAHO SURVEY GROUP 1450 E WATERTOWER ST #130 MERIDIAN, IDAHO 83642 208-631-5486 gcartergdahosurvey.com SITE BENCHMARK TB M #1 CHISELED 'X' IN BACK OF SIDEWALK ELEV(NAVD88)= 2605.66' ROW R-15 ZONING (MINIMUM) MINIMUM LOT SIZE: 2000 SF MINIMUM STREET FRONTAGE: 0' SETBACKS (GARAGE): 20' SETBACKS (LIVING AREA): 10' REAR SETBACK: 12' SIDE YARD SETBACK: 3' DEVELOPMENT FEATURES: R-15 ACREAGE: 22.28 ACRES TOTAL LOTS= 140 BUILDABLE LOTS= 127 COMMON LOTS=13 GROSS DENSITY=5.70 DU/AC NET DENSITY=9.56 DU/AC MINIMUM BLDG LOT AREA= 2,400 s.f. AVERAGE BLDG LOT AREA= 4,362 s.f. QUALIFIED OPEN SPACE — 3.17 ac. (14.2%) ZONING: EXISTING=C—G (MERIDIAN) PROPOSED= RESIDEN TIAL R-15 SEWAGE DISPOSAL— MERIDIAN CITY SEWER (EXISTING MAIN AT AT W. RUDDY DR. AND W. WALTMAN LN.) WATER SUPPLY— MERIDIAN CITY WATER (EXISTING WATER MAIN AT W. RUDDY DR. AND W. WALTMAN LN.) SCHOOL DISTRICT—WEST ADA PRESSURE IRRIGATION DISTRICT— NAMPA MERIDIAN IRRIGATION DISTRICT 14'-6" 14'-6" SLOPE 2.00% -- � L CONCRETE 4"-3/4" MINUS SIDEWALK CRUSHED GRAVEL (TYP.) 2 1/2" ASPHALT PAVEMENT 47' RIGHT-OF-WAY NOT TO SCALE 14"-6" MINUS PIT RUN STANDARD VERTICAL CURB & GUTTER (TYP.) AS PER PLANS 4" — 3/4" MINUS CRUSHED GRAVEL (COMPACTION REQUIRED) R-40 ZONING (MINIMUM) MINIMUM LOT SIZE: 1000 SF MINIMUM STREET FRONTAGE: 0' SETBACKS (GARAGE): 20' SETBACKS (LIVING AREA): 10' REAR SETBACK: 12' SIDE YARD SETBACK: 3' DEVELOPMENT FEATURES: R-40 ACREAGE: 15.59 ACRES TOTAL LOTS= 19 BUILDABLE LOTS= 14 COMMON LOTS = 5 DWELLING UNITS TOTAL= 272 GROSS DENSITY=17.44 DU/AC MINIMUM BLDG LOT AREA= 27,457 s.f. AVERAGE BLDG LOT AREA= 35,735 s.f. QUALIFIED OPEN SPACE — 3.7 ac. (23.7%) ZONING: EXISTING=C—G (MERIDIAN) PROPOSED=RESIDENTIAL R-40 SEWAGE DISPOSAL— MERIDIAN CITY SEWER (EXISTING MAIN AT AT W. RUDDY DR. AND W. WALTMAN LN.) WATER SUPPLY— MERIDIAN CITY WATER (EXISTING WATER MAIN AT W. RUDDY DR. AND W. WALTMAN LN.) SCHOOL DISTRICT—WEST ADA PRESSURE IRRIGATION DISTRICT— NAMPA MERIDIAN IRRIGATION DISTRICT ROW CONCRETE SIDEWALK (TYP.) ROW ^^I ROW CONCRETE SIDEWALK (TYP.) ROW I 5'-0" I E I 1 I CONCRETE SIDEWALK (TYP.) 4"-3/4 MINUS CRUSHED GRAVEL 2 1/2" ASPHALT PAVEMENT 14"-6" MINUS PIT RUN STANDARD VERTICAL CONCRETE CURB & GUTTER (TYP.) SIDEWALK AS PER PLANS 4" — 3/4" MINUS CRUSHED (TYP.) GRAVEL (COMPACTION REQUIRED) 60' RIGHT-OF-WAY w,Z ISLAND NOT TO SCALE 16'-0" 36'-0" ROW 7'-0" l'-0,. 1 18'-0" 16'-0" SLOPE 2.00% I 1 CL 14"-6" MINUS PIT RUN 4"-3/4" MINUS STANDARD VERTICAL CRUSHED GRAVEL CURB & GUTTER (TYP.) 2 1/2" ASPHALT AS PER PLANS PAVEMENT 4" — 3/4" MINUS CRUSHED GRAVEL (COMPACTION REQUIRED) 60' RIGHT-OF-WAY wZ DETACHED SIDEWALK NOT TO SCALE CONCRETE SIDEWALK (TYP.) ROW sal ROW CL 14"-6" MINUS PIT RUN CONCRETE 4"-3/4" MINUS7 STANDARD VERTICAL SIDEWALK CRUSHED GRAVEL CURB & GUTTER (TYP.) (TYP.) 2 1/2" ASPHALT AS PER PLANS PAVEMENT 4" — 3/4" MINUS CRUSHED GRAVEL (COMPACTION REQUIRED) W. RUDDY DR. NOT TO SCALE CP O G'p��TF O F GARY G. C P� CONCRETE SIDEWALK (TYP.) N0. REVISIONS BY DATE � � IDAHO R V C i SURVEY SU G ROU P, LLC TAN N ER CREEK 9955 W. EMERALD ST. BOISE, IDAHO 83704 PH. (208) 846-8570 FAX (208) 884-5399 SUBDIVISION PRELIMINARY PLAT LOCATED IN THE NW Y4 OF THE T.3N., RAW., B.M., MERIDIAN, SE Y4 OF SECTION 13, ADA COUNTY, IDAHO DRAWN: DATE: JDOING 4/18/2018 CHECKED: GGC DATE: 4/18/2018 JOB NO. 17-133 SHEET NO. 2 OF