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Home My WebLink AboutPRE PLAT SHEET 1N 8d'55`16" E 2859.69° .. .. .. .. 13 96 A PORTION OF THE NORTHEAST 1/4 AND A PORTION OF THE SOUTHEAST V4 OF SECTION 24, 2 4 1 19 TOWNSHIP 4 NORTH, RANGE 3 WEST, POISE MERIDIAN . 4 . .� . s/s- R5/6" REBAR RECAP CP&F 95132a7 CITY OF CALDWELL, CANYON COUNTY, IDAHO . CP&F 9703711 2006 c (C} fit <d I^ N r 0 os !n r•'a � .-.m.. ra ca o ca z z MARBLE CREEK WAY N 88`54"46" E 2655.06° ............................................... _N__88544& E Q6 __ _- -- BiE FRONT ROAD N 1/16 200' 100' 0 200' 400' 5/8" REBAR CP&F 350.00' 1 SIC iC 8426664 EC P +;I 2 3 4 S 6 7 8 9 t0 ii 37C 38 39 40 4t 42 43 44 45 46 47 gg0 Qi SCALE: 1„` 200` TI M L._ _ _ �_ DRIFTWOOD CT. - - tc _ _ OASIS CT. 36 - DRY CREEK LOOP 4HI cai ELoa 41 1 22 26 13 14 13 12 35 40 Hy' 39 38 37 36 35 34 33 32 11 I z 21 C 17 34 5 160b ' 23 24 25 26 27 28 29 30 31 3 20 Ca 18 29 30 31 32 33 ' 22 f t P 42 43C 44 45 4f; 47 48 49 50 St 1 2 3 H:s 6 7 map 14 13 12 11 10 9 8 49 wP LEGEND SO go ' Al CALL POINT 1' 51 w 5/8" FOUND REBAR 1 4 CKU co t 2C� �`�, 1 - ANACHARIS DR. _ ._ 19 19 2S _ _ _ �_ GRASSY BANK DR. ;----®®®®-® SUBDIVISION BOUNDARY ®18 0 o ROAD RIGHT-OF-WAY �,r zia T $ _NN1 21 q 5 27 9 10 3 2 3 4 s G 7 8 22 LOT LINE 20 19 18 t7 Z 8 7 6 x z _ ___ _ _ _ u CENTER LINE c 1/a 5/8" REBAR CP&F 98299251 1 1 P �1 MP Oi 1 ROLLING ROCK ST. i 1 1 I m yxy. 16 k" `Grp �1� BLOSSOM WAJ 24 , 6 13 14 f _ - 514 ��✓ 13 9A/ 62 1 1 2 3.� 4 5 f� 4 1S 7 8 63 6 `t 17 16 % 3 t6 64 t5 t4 13 2 17 B1.aceF� 65 "�.,..'_.""_ "" t2 11 10 9 1 61 �61 C 66 1 18 w 67 68 60 69 70 PEACE i CURRENT DR. 59 58 S7 � '" 71 72 7374 7S � t 2 3 4 5 21 T78 9 7 8 Gh 54 ��..,,� 158.00' G 12 28 2 9h 53 29 107P 52 51 13 27 1 U 28 11 I%/1? 50 27 12 14 26 26 13 49 t S'I 23 14 15 48 61. 15 25 1C lY 24 a 2QSS 23 16 47 �? 16 24 yIXg� 3 44`j 22 21 17 46C �tia 17 23 9 8 S / 20 18 45 ® 3 18 22 le 7 t 19 44 `%• �4� 6 2 \ 4�0 888 1 43 19 20 21 7 FJ� 37 3 4 42 a` 8 OSslo 36 4 \ 19 2 FAUNA DR. 6 / IPA 35 5 18 3 41 rA EIDC% 9 1 40 r iC 4 5 23 \ 34 6 17 4 O P 2 3MAIM %::t l C 24 33 7 16 s 39 0 1 11 32 1 15 14 13 12 22 23 8 IS 6 38 O i -q6 21 26 31 9 14 7 37 LUSH OW l 7 <� 20 27 4 30 t0 13 8 36 �o 1� 1 2 3 4 5 6 19 28 29 mmk3 A tt 12 9 3s $ 1 15 }d 13 12 11 10 T 18 17 16 14 t3 12C 11 10 34 g�1 _ 62C) WATERSHED DR 1 Io I ,� _BwLR 17 2 9 8 w 16 3 H 7 g�c i s 4 s 6 14 E 1/4 5/8" REPAIR CP&F 9825083 1. _ 33 S0717'40'E 1 180.16 8 9 10 it 12 13 14 IS tb 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 781.55° 1 cs 1/1s S W5Q`48` W 1863.45' s/6" REBAR 5/8" REBAR ....................................................................................................................................................................................... CP&F CP&F 951349 S 88°50'48" Vd 2644.99 9629926 NOTES: 1, COMMON LOTS, AS SHOWN, ARE TO BE OWNED AND MAINTAINED BY THE MARBLE CREEK SUBDIVISION HOMEOWNER'S ASSOCIATION. SAID COMMON LOTS HAVE A BLANKET PUBLIC UTILITY„ DRAINAGE, AND IRRIGATION EASEMENT, EXCEPT COMMON LOTS 12C, BLK 1: 1C, BLK 5: 61 C, BLK 10: AND IC, BLK 16. 2. PRESSURE IRRIGATION WILL BE SUPPLIED TO EACH LOT. 3, DRAINAGE WILL BE ROUTED TO DRAINAGE DETENTION SWALES LOCATED IN COMMON LOTS. STORM DRAINAGE WILL BE DESIGNED IN ACCORDANCE WITH THE CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES FOR IDAHO CITIES AND COUNTIES AND THE CITY OF CALDWELL SPECIFICATIONS. 4. PUBLIC UTILITY, DRAINAGE, AND IRRIGATION EASEMENTS WILL BE AS FOLLOWS: - TEN FEET (10`) WIDE ADJACENT TO THE SUBDIVISION BOUNDARY AND TO PUBLIC RIGHT-OF-WAY. - FIVE FEET (5') ON EACH SIDE OF INTERIOR LOT LINE. ( LOT DRAINAGE ONLY) - ALL OTHER EASEMENTS ARE AS SHOWN, 5. NO PORTION OF THE SITE IS LOCATED IN A FEMA DESIGNATED FLOODPLAIN OR FLOODWAY ZONE. 6, DIRECT LOT ACCESS TO KCID RD,, MARBLE FRONT RD., AND SMEED RD, IS PROHIBITED. 7. ALL INTERSECTION RADII ARE 15' UNLESS OTHERWISE SHOWN. S. THE BOTTOM ELEVATION OF STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE HIGHEST ESTABLISHED GROUND WATER ELEVATION, 9, THIS SUBDIVISION IS PROPOSED IN 6 PHASES, 10. COMMON LOTS 1 C, BLK. 12: AND 61 C, BLK 10 CONTAIN A DRAINAGE EASEMENT 55 FEET WIDE ON EITHER SIDE OF THE CENTERLINE OF SOLOMON SLOUGH DRAIN. SAID EASEMENT IS GRANTED TO PIONEER IRRIGATION FOR THE MAINTENANCE AND OPERATION OF THE SOLOMON SLOUGH DRAIN. 11, COMMON LOTS AT STREET INTERSECTIONS (ROUNDABOUTS) HAVE A 30 FT. RADIUS, UNLESS OTHERWISE SHOWN, R/W - -SECTION LINE SURVEY TIE LINE -- - -- DITCH CENTERLINE 40' 5" SIDEWALK (C-709) ON 4" COMPACTED 3/4 CRUSHED GRAVEL VERTICAL CURB SD-701 WITH 6" -CLASS III PLANT MIX PAVEMENT BASE PER ISPWC SECTION 810 COMPACTED SUB -BASE OR BALLAST 6" GRANUS VEL RUN OR 2" MINUS CRUSHED COMPACTED BASE COURSE - 3/4" COMPACTED SUBGRADE -COMPACT MINUS CRUSHED GRAVEL UPPER 6" TO 95% OF MAXIMUM LABORATORY DENSITY NOTE: SMEED RD. IS A 33' R-O-W, WITH 7.5` BETWEEN R-O-W AND BACK OF SIDEWALK. P/L 5.5` 4' 1woutsy."ImiffiflipolUirlita+i UTIVA10 56' R/W 37' BACK TO BACK 18.5' 185. ____2% 77 _ COMPACTED SUB -BASE OR BALLAST- 6°1 MINUS PIT RUN OR 2' MINUS CRUSHED GRAVEL COMPACTED SUBGRADE - COMPACT UPPER 6" TO 95" OF MAXIMUM LABORATORY DENSITY + 4 + + M `• 1 + y. i P/L 66` R/W 4.5` 5' - 51' BACK TO BACK 20.5' fig° a 5^-«--20.5' 16.5' 16.5'-- VV NF COMPACTED SUBGRADE - COMPACT UPPER 6" TO 95' OF MAXIMUM LABORATORY DENSITY + a i • REVERSE UP CURB & GUTTER 19 \- 5" SIDEWALK (C-709) ON 4" COMPACTED 3/4" CRUSHED GRAVEL VERTICAL CURB SD-701 WITH 6" BASE OWNER HOUSTON FAMILY LIMITED PARTNERSHIP 2109 ALDER DR. CALDWELL, ID 83605 DEVELOPERS KERRY ANGELOS z STATUS CORPORATIONS OF IDAHO `o O ate. PATRICT McCOURT U BARCLAYS NORTH z in 10515 20TH STREET SE SUITE 100 5 CL EVERETT, WA. 98205 ENGINEERIPLANNER LANDMARK ENGINEERING & PLANNING, INC. JOHN CARPENTER, P.E./CLINT BOYLE, AICP 104 9TH AVE. SO, NAMPA, ID. 83651 (208) 442-6300 SURVEYOR z TIMBERLINE SURVEYING LLi CRAIG McCULLOUGH, PLS a 35 14TH AVE. SOUTH NAMPA, ID. 83651_j w (208) 465-5687 z w Q a SHEET INDEX c 1. TITLE SHEET w o 04 2. LOT DIMENSIONS/SURVEY INFO. -A `�I ® ® _-? 3. LOT DIMENSIONS/SURVEY INFO.-B 'I i9 m ''' 4. SURFACE FEATURES/UTILITIES-A j r g m 5. SURFACE FEATURES/UTILITIES-B n m 0 ACREAGE SUMMARY ¢ w 3 TOTAL TOTAL - 126.96 ACRES " o :z RESIDENTIAL LOTS - 81.27 AC COMMON LOTS - 12.89 AC p STREET RIGHT-OF-WAY -32.80 AC LOT SUMMARY 0 RESIDENTIAL = 452 COMMON = 27 DENSITY = 3.56 DU/ACRE ZONING PROPOSED. R-1 (RESIDENTIAL) PROPOSED MIN. BLDG. LOT SIZE = 6,132 SFAn MIN. BLDG. LOT PER R-1 ZONE: 6,000 SF SETBACK LINES R-1 ZONE SINGLE FAMILY) Q FRONT- 20' REAR- 15' SIDE- 5' TO 7' (12' TOTAL PER LOT) STREET SIDE- 20' FIRE, DISTRICT CITY OF CALDWELL SEWER AND WATER PROVIDER CITY OF CALDWELL ROADWAY JURISDICTION W CANYON COUNTY HIGHWAY DISTRICT NO. 4: MARBLE FRONT RD., KCID RD, & SMEED RD. �_<� h� CITY OF CALDWELL INTERIOR STREETS t-1 IRRIGATION DISTRICT PIONEER IRRIGATION DISTRICT E-+ WAq J J LEI < 0 LL 0 v U O SHEET h N Lv Lo 0 ( OF 0-5