PLANNED COMMUNITY DISTRICTS
Zoning Districts | ||
HS-R | Hidden Springs Residential Zone | |
HS-V | Hidden Springs Village Zone | |
Overlay Districts | ||
HS-VC | Hidden Springs Village Commercial | |
HS-AC | Hidden Springs Agricultural Commercial | |
HS-EC | Hidden Springs Employment Center | |
(1) | Farm/ranch lots | (See subsection 8-21A-5B1) | |
(2) | Rural lots | (See subsection 8-21A-5B2) | |
(3) | Large lots | (See subsection 8-21A-5B3) | |
(4) | Regular lots | (See subsection 8-21A-5B4) | |
(5) | Village home lots | (See subsection 8-21A-5B5) | |
(6) | Town home lots | (See subsection 8-21A-5B6) | |
(7) | Equestrian center | (See subsection 8-21A-5C4) | |
(8) | Open space/parks | (See subsection 8-21A-5C5) | |
(9) | Unplatted property use | (See subsection 8-21A-5C7) | |
(10) | Community event, private and public | (See subsection 8-21A-7G) | |
(11) | Essential public services | (See subsection 8-21A-2) | |
(1) | Regular lots | (See subsection 8-21A-5B4) | |
(2) | Village home lots | (See subsection 8-21A-5B5) | |
(3) | Town home lots | (See subsection 8-21A-5B6) | |
(4) | Community center/school | (See subsection 8-21A-5C3) | |
(5) | Open space/parks | (See subsection 8-21A-5C5) | |
(6) | Unplatted property use | (See subsection 8-21A-5C7) | |
(7) | Community event, private and public | (See subsection 8-21A-7G) | |
(8) | Essential public services | (See subsection 8-21A-2) | |





































Private Streets | Shared Driveways | ||
1 to 4 lots | >4 lots | ||
Minimum right of way width | 30' | 30' | n/a |
Minimum improved width | 20' | 24' | 20' |
6" of 3/4" crushed gravel, compacted | X | X | X |
2% slope from centerline | X | X | X |
Improved surface (minimum) | Pavement of asphalt or concrete. If concrete, pavement shall consist of a 4" slab on 4" of 3/4" gravel base course. If asphalt, pavement shall consist of a minimum of 2" machine laid asphalt with 6" of 3/4" gravel base course or 11/2" thick bituminous surface treatment on 6" of 3/4" gravel base course. | Pavement of asphalt or concrete. If concrete, pavement shall consist of a 4" slab on 4" of 3/4" gravel base course. If asphalt, pavement shall consist of a minimum of 21/2" machine laid asphalt with 6" of 3/4" gravel base course. | n/a |
Road Type | ROW | Total Pavement Width | Travel Lanes | Shoulder Width (ea) | Turn Lane/ Median | Parking (Left) | Sidewalk/ Bike Path | Setback To Path (1) | Curb Type |
Road Type | ROW | Total Pavement Width | Travel Lanes | Shoulder Width (ea) | Turn Lane/ Median | Parking (Left) | Sidewalk/ Bike Path | Setback To Path (1) | Curb Type |
Rural collector - typical | 60' | 24' | 2@12' | 3' | None | None | 10' | n/a | None |
Rural collector - with turn lane | 60' | 36' | 2@12' | 3' | 12' | None | 10' | n/a | None |
Rural collector - constrained | 46' | 24' | 2@12' | 3' | None | None | 8' | n/a | None |
Dry Creek Bridge crossing | 60' | 26' | 2@13' | 0' | None | None | 10' | n/a | 6" vertical |
Rural residential - typical | 50' | 22' | 2@11' | 3' | None | None | 8' | n/a | None |
Rural residential - constrained | 40' | 22' | 2@11' | 0' | None | None | 8' | n/a | 12" ribbon |
Village street - primary | 72' | 50' | 2@12' | 0' | 10' | 8' | 5' | 6' | 6" vertical |
Village street - residential | 56' | 34' | 2@10' | 0' | None | 7' | 5' | 6' | 6" vertical |
Village alley | 20' | 16' | n/a | 2' | None | None | None | n/a | None |

Rural Collector - Typical (Seaman's Gulch Road, Dry Creek Road, And Lower Cartwright Road): | Rural collectors serve to collect traffic from and distribute traffic to village streets and rural residential roadways throughout the project. They will also serve to accommodate through traffic - although through traffic will be discouraged to help maintain the rural character and minimize environmental impact to the Dry Creek Valley. The typical section includes a sixty foot (60') right of way with two (2) 12-foot travel lanes, two (2) 3-foot stabilized shoulders, and two (2) 8-foot maximum width grass swales. A single ten foot (10') pedestrian/bicycle path will meander in a pedestrian easement generally parallel to the right of way but not always contiguous to the right of way. |

Rural Collector - With Turn Lane: | For rural collectors where turn lanes are needed, a twelve foot (12') center turn lane will be added as necessary to accommodate turning movement into project roadways. The section will also include travel lanes of twelve feet (12'). Otherwise the section will remain the same as the typical rural collector. |

Rural Collector - Constrained (Upper Cartwright Road): | The rural collector constrained section mainly occurs in the upper portion of Cartwright Road. In order to maintain the visual character and minimize the site disturbance, this section has been narrowed. The typical section includes a forty six foot (46') right of way with two (2) 12-foot travel lanes, two (2) 3-foot stabilized shoulders, and two (2) 8-foot maximum width grass swales. A single eight foot (8') shared pedestrian/bicycle path will be approximately parallel to the right of way in a separate pedestrian easement. |

Dry Creek Bridge Crossing: | The Dry Creek Bridge Crossing will provide enhanced capacity, safety and the addition of a separate bicycle/pedestrian facility across Dry Creek. The bridge can also serve as a primary visual identity element for the project, and may become a "covered bridge" with appropriate vertical clearance and architectural style. The bridge crossing will remain in its current location. Bridge width and associated grading should be kept to a minimum to prevent impact to the riparian corridor. The typical section includes a thirty two foot (32') wide bridge surface with two (2) 13-foot travel lanes. A single ten foot (10') pedestrian/bicycle path will be accommodated in a separate pedestrian/bicycle bridge crossing. |

Rural Residential - Typical: | Rural residential streets include most of the roadways in Hidden Springs and will serve to carry local traffic to/from individual homesites. These roadways will be located and designed to discourage through traffic and maintain low vehicular speeds. The typical section includes a fifty foot (50') right of way with two (2) 11-foot travel lanes, two (2) 3-foot stabilized shoulders, and two (2) 8-foot maximum width grass swales. A single eight foot (8') shared pedestrian/bicycle path will meander beyond the ROW in a pedestrian easement as necessary. |

Rural Residential - Constrained: | Constrained rural residential streets occur in steeply sloped areas that cannot handle the width required for the typical rural residential section. This section includes a forty foot (40') right of way with two (2) 11-foot travel lanes, no stabilized shoulders (but a 12 inch ribbon curb included in the 11 foot travel lane) and one grass swale on the uphill side of the street. An eight foot (8') pedestrian/bicycle path will be located on the downhill side of the street with a wood guardrail separating it from the street for safety purposes. |

Village Street - Primary (Seaman's Gulch Road, Dry Creek Road And McFarland Road Within The Village Center): | Primary village streets will serve as the "main streets" of the village center and will accommodate the potential for commercial uses, community center, school and village residential uses along their frontage. Village streets should establish a comfortable environment for pedestrians with slower vehicular speeds, frequent vehicular stops, on street parking and tree lined sidewalks. The typical section includes a seventy two foot (72') ROW with two (2) 12-foot travel lanes, one 10-foot turn lane (where necessary) or planted median, two (2) 8-foot parallel parking lanes, and five foot (5') sidewalks set back from the curb with a five foot six inch (5'6") tree lawn on both sides of the street and within the right of way. |

Village Residential (All Other Streets Within The Village Center): | R es idential village streets should also establish a comfortable pedestrian environment with slow vehicular speeds, frequent vehicular stops, on street parking and tree lined sidewalks. Because turning volumes for these streets should be low enough to eliminate the need for turn lanes, the typical section includes a fifty six foot (56') right of way with two (2) 10-foot travel lanes, two (2) 7-foot parallel parking lanes and five foot (5') sidewalks set back from the curb with a five foot six inch (5'6") tree lawn. |

Village Alley: | Alleys will be created to eliminate driveways on village streets. Fewer driveways on village streets means more on street parking, more resident interaction, less utilitarian infrastructure and no unsightly garages lining residential streets. Alleys will also be used for utility easements, trash collection, and emergency vehicular access. The typical alley section includes a sixteen foot (16') paved lane with two foot (2') shoulders on each side. |
Ada County Population Projections By Planning Area | ||||||
Planning Area | 1990 US Census | 1995 | 2000 | 2005 | 2010 | 2015 |
Ada County Population Projections By Planning Area | ||||||
Planning Area | 1990 US Census | 1995 | 2000 | 2005 | 2010 | 2015 |
Airport | 749 | 814 | 821 | 786 | 734 | 662 |
Central Bench | 35,713 | 39,635 | 40,759 | 40,451 | 40,723 | 41,417 |
Eagle | 5,970 | 8,517 | 11,474 | 11,616 | 12,161 | 13,387 |
Garden City | 6,620 | 8,536 | 9,559 | 9,722 | 10,135 | 10,707 |
Kuna | 2,418 | 3,015 | 3,352 | 3,295 | 3,528 | 3,973 |
Meridian | 12,412 | 21,251 | 30,049 | 31,331 | 35,571 | 40,607 |
North River | ||||||
Downtown | 3,022 | 3,025 | 3,403 | 3,873 | 4,031 | 4,059 |
East End | 5,925 | 6,677 | 6,993 | 6,986 | 7,203 | 7,470 |
Foothills | 7,679 | 8,910 | 9,949 | 10,547 | 11,335 | 12,172 |
North End | 15,645 | 16,910 | 17,453 | 17,198 | 17,549 | 17,993 |
Northwest | 9,886 | 13,958 | 14,690 | 16,379 | 16,691 | 17,163 |
Southeast | 21,742 | 29,892 | 34,536 | 36,891 | 40,910 | 46,014 |
Southwest | 20,090 | 21,255 | 24,570 | 28,089 | 29,745 | 32,749 |
West Bench | 44,304 | 55,571 | 62,593 | 65,995 | 69,961 | 74,344 |
Rural County | 13,575 | 15,988 | 19,754 | 24,682 | 32,564 | 41,123 |
Total | 205,750 | 253,954 | 289,955 | 307,841 | 332,841 | 363,840 |
1990 | 1995 | 2000 | ||||
TAZ #211 | Population Households | Population Households | Population Households | |||
156 | 59 | 308 | 122 | 447 | 182 | |
money on deposit | $ 700.00 |
2 vehicles | 75.00 |
harness | 25.00 |
55 stock horses | 1,100.00 |
3 cows | 60.00 |
7 cattle | 84.00 |
7 hogs | 20.00 (3) |
Brent-Ladd | Ladd-Searles |
Cashmere | Lankbush-Brent |
Drax Loam | Payette-Quincy |
Gem Rock | Quincy-Brent |
Goose Creek | Searles-Rock |
Haw-Lankbush | Vanderhoff |
Soil Name | USDA Soil Texture | Unified Soil Classificati on | Percent Passing Sieve No. (Avg) | Liquid Limit | Plasticity Index | Perme- ability | Soil Reaction pH | Shrink Swell Potential | Potential Frost Action | |||
4 | 10 | 40 | 200 | |||||||||
Soil Name | USDA Soil Texture | Unified Soil Classificati on | Percent Passing Sieve No. (Avg) | Liquid Limit | Plasticity Index | Perme- ability | Soil Reaction pH | Shrink Swell Potential | Potential Frost Action | |||
4 | 10 | 40 | 200 | |||||||||
Brent-Ladd | Loam, Silt Loam, Sandy Clay Loam, Gravelly Clay Loam | CL-ML CH-SM GP-SM | 70-100 | 70-90 | 25-95 | 5 | 10-60 | NP-25 | .02-20 | 7.4-8.4 | Low to Moderate | Low to Moderate |
Cashmere | Sandy Loam, Loamy Sand | SM | 80-100 | 80-100 | 50-75 | 15-45 | 20-30 | NP-5 | 2.0-20 | 6.1-7.8 | Low | Moderate |
Drax Loam | Loam, Sandy Loam to Silty Clay Loam | CL-ML | 100 | 90-100 | 85-100 | 55-90 | 20-30 | 5-10 | 0.2-2.0 | 6.6-9.0 | Low | Moderate |
Gem Rock | Gravelly Clay Loam Clay, Clay Loam, Gravelly Silty Clay Loam, Loam, Gravelly Loam, Unweathered Bedrock | SM, CL, CH ML, GM-GC | 65-100 | 55-100 | 40-100 | 35-95 | 20-65 | NP-45 | 0.2-2.0 | 6.1-9.0 | Low to High | Moderate |
Goose Creek | Loam, Sandy Loam to Clay | CL-ML, CL | 100 | 100 | 85-100 | 55-85 | 20-40 | 5-20 | 0.2-20 | 6.6-8.4 | Moderate | Moderate |
Haw- Lankbush | Loam, Sandy Loam, Clay Loam, Sandy Clay Loam, Loamy Sand, Sand | ML, CL-ML, CL, SM-SC, SP-SM | 85- 100 | 85- 100 | 45- 100 | 5- 90 | 20-30 | NP- 15 | 0.2- 720 | 6.1- 9.0 | Low to Moderate | Moderate |
Ladd-Searles | Loam, Gravelly Loam, Clay Loam, Sandy Clay Loam, Sandy Loam, Gravelly Sandy Clayey Loam, Unweathered Bedrock | ML, CL-ML, CL, SM-SC, GM-GC, GP-GC | 25-100 | 25-100 | 15-100 | 5-90 | 20-40 | NP-15 | 0.2-20 | 6.1-7.3 | Low to Moderate | Moderate |
Soil Name | USDA Soil Texture | Unified Soil Classifi- cation | Percent Passing Sieve No. (Avg.) | Liquid Limit | Plasticity Index | Perme- ability | Soil Reaction pH | Shrink Swell Potential | Potential Frost Action | |||
4 | 10 | 40 | 200 | |||||||||
Lankbush Brent | Sandy Loam, Sandy Clayey Loam, Clayey Loam, Loam Sand, Loamy Sand, Silt Gravelly Silt Loam, Gravelly Loam, Clay, Sandy Clay, Gravelly Clay Loam, Sand | CL-ML, CH, GM- GP, SM, SP-SM, SC | 40-100 | 40-100 | 25-100 | 5-90 | 10-60 | NP-40 | <0.06- 20 | 6.6-9.0 | Low to High | Low to Moderate |
Payette-Quincy | Sandy Loam, Gravelly Sandy Loam, Coarse Sand, Loamy Sand, Gravelly Loamy Sand | SM, GM-GC, CL-ML, CL-ML, SP-SM | 60-100 | 60-100 | 35-95 | 5-75 | 20-30 | NP-10 | 6.0-720 | 6.1-8.4 | Low | Low to Moderate |
Quincy-Brent | Gravelly Loamy Sand, Sandy Loam, Silt Loam, Sandy Clay, Clay Loam, Sand, Gravelly Sand, Gravelly Clay Loam, Gravelly Silt Loam, Gravelly Loam | SM, CL-ML, CH, GP-GM, SP-SM | 40-100 | 40-100 | 25-100 | 5-90 | 10-60 | NP-40 | <0.06-20 | 6.1-8.4 | Lo w to High | Low |
Searles-Rock | Stony Loam, Gravelly Clay Loam, Cobbly Loam, Unweathered Bedrock | ML, CL-ML, SM-SC | 30-80 | 20-75 | 20-70 | 15-55 | 30-40 | NP-15 | 0.2-2.0 | 6.6-7.3 | Low to Moderate | Moderate |
Vanderhoff | Stony Loam, Gravelly Loam, Silt Loam, Sandy Loam, Weathered Bedrock | ML, CL-ML, SM-SC | 80-100 | 60-100 | 40-100 | 25-80 | 20-30 | NP-10 | 0.6-2.0 | 7.4-9.0 | Low | Low |
Soil Name | USDA Soil Texture | Unified Soil AASHTO | Percent Passing Sieve No. (Avg) | Liquid Limit | Plasticity Index | Perme- ability Inch/Hour | Soil Reaction pH | Shrink Swell Potential | Potential Frost Action | |||
4 | 10 | 40 | 200 | |||||||||
Pierce Park (244) | Course Sandy Loam Sandy Loam Sandy Clay Loam Gravelly Sandy Loam | SC SM SC-SM A1, A2 | 100 | 75–100 | 50–60 | 40–50 | 25–30 | 5–10 | 2.0–6.0 | 6.6–7.8 | Low to moderate | Low to moderate |
Shadoval (315) | Silt loam Silty clay Loam Clay Loam | CL CH CL-ML A4, A6, A7 | 100 | 95–100 | 85–90 | 75–85 | 25–60 | 5–40 | 0.6–2.0 | 6.6–8.4 | Low to high | Moderate |
Polecat (316) | Silt loam Silty clay loam Clay Loam | CL CL-ML A4, A6, A7 | 100 | 95–100 | 90–95 | 85–90 | 25–45 | 5–20 | 0.6–2.0 | 6.6–8.4 | Low to moderate | Moderate |
Quailridge (358) | Coarse Sandy Loam Sandy Clay Loam Gravelly Sandy Clay Loam | SC SC-SM A2, A6 | 0–10 | 75–100 | 60–90 | 50–75 | 25–50 | 25–40 | 2.0–20.0 | 6.6–7.8 | Low to moderate | Moderate |
Estimated 5% Slope | Pit #OW1 | Estimated 3% Slope | Pit # OW2 | Estimated 8% Slope | Pit #OW3 |
0-28" 28-54" 66-92" 92-127" 127-168" | Clay loam (30% clay), 10YR 3/2, many fine and few medium roots, C-2 Design Soil Subgroup Clay loam (35% clay), 10YR 3/2, many fine roots C-2 Silty clay (45% clay), 10YR 3/4, few fine roots, unsuitable Sandy clay loam, (30% clay), 10YR 4/6, no roots, C-1 Silt loam (15% clay), compacted, 2.5Y 5/4 matrix, 7.5YR 5/6 mottles, no roots, B-2 -no free water (water table) to a 168" depth | 0-36" 36-56" | Clay loam (28% clay), 10YR 2/2, common fine roots, few medium and course roots, C-1 Clay loam (30%+ clay), 10YR 3/2, common fine and few medium roots, C-2 -soil is saturated below 150", but no free water (water table) to 174" | 0-14" 14-168" | Silty clay loam (30% clay), 10YR 3/2, many fine roots, C-2 Very dense silty lake sediments, very slowly permeable to impermeable, gleyed and mottled (mottled are thought to be "relic" and not indicative of present drainage) -no free water (water table) to a 168" depth |
Estimated 2-3% Slope | Pit #OW7 | Estimated 4% Slope | Pit #OW8a | Estimated 4% Slope | Pit #OW8 |
0-16" 16-34" 34-58" 58-82" 82-168" | Sandy loam (18% clay), 10YR 3/3, many fine and few medium roots, B-1 Loamy coarse sand (5% clay), 10YR 3/3, few fine roots, A-2b Clay loam (30% clay), 10YR 3/4, few fine roots, C-2 Sandy clay loam (22% clay), 10YR 4/4, no roots, C-1 Silt loam, (20% clay), 10YR 5/4, no roots, B-2 -no mottles or free water (water table to 168" | 0-17" 17-28" 28-94+" | Silty clay loam (30% clay), 10YR 3/2, many fine and few medium roots, C-2 Silty clay loam (35% clay), 2.5YR 4/2, few fine and medium roots, C-2 Silty loam (15% clay), very compacted lake sediments, 5Y 5/4 matrix, 7.5YR 5/6 mottles appear to be "relic", unsuitable -no free water (water table) to 94" -this pit was at the toe of an old land form and is underlain by thick, dense lake sediments *no monitoring pipe was installed in this pit. | 0-18" 18-36" 36-55" 55-168" | Silt loam (20% clay), 10YR 3/3, many fine roots, B-2 Silt loam (22% clay), 10YR 3/2, common fine roots, B-2 Silt loam (25% clay), 10YR 3/3, common fine roots, B-2 Silt loam (20% clay), 10YR 5/4, common fine roots, B-2 -no free water (water table) to 168" |
Estimated 3% Slope | Pit #OW4 | Estimated 7% Slope | Pit #OW5 | Estimated 3% Slope | Pit #OW6 |
0-16" 16-34" 34-51" 51-168" | Silty clay loam (35% clay), 10YR 3/4, many fine roots, C-2 Silty clay loam (30% clay), 2.5Y 4/4, few fine roots C-2 Dense, silty lake sediments with 5-10% silty clay loam in fractures, few fine roots, C-2 to unsuitable Very dense lake sediments, impermeable layer, unsuitable -no free water to a 168" depth | 0-22" 22-41" 41-65" 65-72" 72-90" 90-110" 110-168" | Silt loam (25% clay), 10YR 3/3, many fine and few medium roots, B-2 Silty clay loam (35% clay), 10YR 3/4, common fine roots, C-2 Silty clay loam (35%+ clay), 10YR 5/4, common fine roots, C-2 Loamy coarse sand (<5% clay), variegated color, no roots, A-2b Very fine sandy loam (15% clay), 2.5Y 4/4 matrix, 7.5YR 5/4 mottles, no roots, compacted, B-2 Loamy coarse sand (<5% clay), variegated color, no roots, A-2b Coarse sandy loam (10% clay), 2.5Y 5/4 matrix, 5YR 4/4 mottles, no roots, B-1 -no free water, but mottled below 72" (possibly "relic" mottles) | 0-11" 11-20" 20-35" 35-52" 52-55" 55-120" 120-180" | Silt loam (22% clay), 10YR 3/4, many fine roots, B-2 Silty clay loam (35% clay), 10 YR 5/6, common fine roots, C-2 Sandy clay loam (30% clay), 10YR 5/4, few fine roots, C-1 Loamy coarse sand (<5% clay), variegated color, no roots, A-2b Thin, weakly cemented hardpan, no roots, unsuitable Silt loam (15% clay), 2.5Y 5/4 matrix, 7.5YR 5/4 mottles, no roots, B-2 Silt loam (10% clay), compacted lake sediments, 2.5Y 5/4, no mottles, no roots, C-2 -no free water (water table) to 180" -mottles below 55" appear to be "relic" |
Estimated 5% Slope | Pit #OW9 | Estimated 2-3% Slope | Pit #OW10 | Estimated 4% Slope | Pit #OW11 |
0-8" 8-24" 24-36" 36-75" 75-168" | Clay loam (30% clay), 10YR 3/3 many fine and few medium roots, C-1 Clay loam (35% clay), 10YR 4/6 many fine roots, C-2 Sandy loam (15% clay), 10YR 5/4, common fine roots, B-1 Loamy coarse sand (<5% clay), variegated color, no roots, lens of silt loam about 4" thick, A-2b Silt loam (20% clay), 2.5Y 7/4, no roots, slightly compacted, B-2 | 0-28" 28-59" 59-108" 108-115" 115-150" 150-168" | Loam (25% clay), 10YR 3/3, common fine and few medium roots, B-2 Clay loam (30% clay), 10YR 3/4, few fine roots, C-1 Loam (25% clay), 10YR 5/4, no roots, B-2 Silt loam (25% clay), 2.5Y 4/4 matrix, 10YR 5/6 mottles, no roots, B-2 Silty clay loam (35% clay), 2.5Y 4/4 matrix, 10YR 5/6 mottles, no roots, C-2 Silty clay (40% clay), 2.5Y 5/4, no mottles, unsuitable -free water (water table) at 120" depth | 0-28" 28-70" 70-155" 155-174" | Sandy loam (18% clay), 10YR 4/4, common fine and few medium roots, B-1 Sandy clay loam (25% clay), 10YR 4/6, common fine and few medium roots, C-1 Sandy loam (10% clay), 10YR 5/4, no roots, B-1 Silty clay loam (30% clay), 2.5Y 4/4 matrix, 7.5YR 5/6 mottles, no roots, C-1 -no free water (water table) to 174" depth |
Observation Well Or Test Pit | 5-12-95 | 5-28-95 | 7-2-95 | 8-17-95 | 9-23-95 | 11-26-95 | 1-22-96 | 3-9-96 | 3-15-96 | 4-7-96 | 6-21-96 | 6-23-96 | 7-16-96 | 9-4-96 |
Observation Well Or Test Pit | 5-12-95 | 5-28-95 | 7-2-95 | 8-17-95 | 9-23-95 | 11-26-95 | 1-22-96 | 3-9-96 | 3-15-96 | 4-7-96 | 6-21-96 | 6-23-96 | 7-16-96 | 9-4-96 |
OW1-168 | Dry | Dry | Dry | Dry | Dry | Dry | Dry | Dry | – | Dry | – | Dry | – | Dry (167") |
OW2-174 | Damp | Damp | Dry | Dry | Dry | Dry | Dry | Damp | – | Damp | – | Damp | – | Dry (172") |
OW3-168 | Dry | Dry | Dry | Dry | Dry | Dry | Dry | Dry | – | Dry | – | Dry | – | Dry (170") |
OW4-168 | Dry | Dry | Dry | Dry | Dry | Dry | Dry | Dry | – | Dry | – | Dry | – | Dry (162") |
OW5-168 | Dry | Dry | Dry | Dry | Dry | Dry | Dry | Dry | – | Dry | – | Dry | – | Dry (153") |
OW6-180 | Dry | Dry | Dry | Dry | Dry | Dry | Dry | Dry | – | Dry | – | Dry | – | Dry (178") |
OW7-168 | Dry | Dry | Dry | Dry | Dry | Dry | Dry | Dry | – | Dry | – | Dry | – | Dry (166") |
OW8a-94 | Dry | No Pipe | ||||||||||||
OW8-169 | Dry | Dry | Dry | Dry | Dry | Dry | Dry | Dry | – | Dry | – | Dry | – | Dry (172") |
OW9-168 | Dry | Dry | Dry | Dry | Dry | Dry | Dry | Dry | – | Dry | – | Dry | – | Dry (150") |
OW10-168 | 120 | 146 | 141 | Damp | Damp | Damp | Dry | Damp | – | 114 | – | 114 | – | 129" (Bot-168 Dry) |
OW11-174 | Dry | Dry | Dry | Dry | Dry | Dry | – | – | – | – | – | – | – | Dry (171")TP1204 0–––72" |
TP2 | 21 | 26 | 30 | 38 | – | 42" | ||||||||
TP3 | 2 | 16 | 18 | 22 | – | 17" | ||||||||
TP4 | 16 | 28 | 26 | 32 | – | 32" | ||||||||
TP5 | 45 | 52 | 57 | 52 | – | 60" | ||||||||
TP6 | 62 | 70 | 60 | 70 | – | 77" | ||||||||
TP7 | 58 | 72 | 62 | 74 | – | 82" | ||||||||
TP8 | 16 | 23 | – | – | – | 33" | ||||||||
TP9 | 15 | 23 | – | – | – | 53" | ||||||||
TP10 | 29 | 32 | – | – | – | (75") Damp | ||||||||
TP11 | >144 | >96 | – | – | – | 59" | ||||||||
TP12 | >180 | – | – | – | – | – | ||||||||
TP13 | >96 | – | – | – | – | – | ||||||||
TP14 | 94 | 76 | – | – | – | 77" | ||||||||
TP15 | – | – | – | – | – | 33" | ||||||||
TP16 | 31 | 42 | – | – | – | 45"OW20688 9" | ||||||||
OW21 | 61 | 57" | ||||||||||||
OW22 | 50 | 77" | ||||||||||||
OW23 | 49 | 72" | ||||||||||||
OW24 | 60 | 76" | ||||||||||||
OW25 | 110 | 111" | ||||||||||||
OW26 | 56 | 99" | ||||||||||||
OW27 | 48 | (55") Dry | ||||||||||||
Land Use | Gross Acreage1 | Dwelling Units | Percent Of Total Dwelling Units |
Land Use | Gross Acreage1 | Dwelling Units | Percent Of Total Dwelling Units |
Residential: | |||
Farm/ranch lots | 53 | 32 | 3 percent |
Rural lots | 94 | 2 | 0 percent |
Large lots | 360 | 278 | 27 percent |
Regular lots | 7 | 11 | 1 percent |
Village homes | 253 | 696 | 67 percent |
Townhomes | 6 | 16 | 2 percent |
Residential subtotals | 773 | 1,035 | 100 percent |
Nonresidential: | |||
Open space/parks | 963 | ||
Community Center/school | 29 | ||
Equestrian Center | 0 | ||
Nonresidential subtotals | 992 | ||
Totals | 1,765 | ||
TABLE 5: PHASING | |||
Phase | Year | Residential Units | Land Contained |
TABLE 5: PHASING | |||
Phase | Year | Residential Units | Land Contained |
Phase 1 | 1997–99 | 162 | 184 |
Phase 2 | 2000–02 | 134 | 58 |
Phase 3 | 2003–04 | 102 | 24 |
Phase 4 | 2005–06 | 138 | 41 |
Phase 5 | 2007–08 | 132 | 62 |
Phase 6 | 2009–10 | 105 | 40 |
Phase 7 | 2011–12 | 176 | 195 |
Phase 8 | 2013–14 | 86 | 169 |
1,035 | 773 | ||
Road Type | R.O.W. | Total Pvmnt Width | Travel Lanes | Shoulder Width (ea) | Turn Lane/ Median | Parking (Left) | Sidewalk/Bik e Path | Setback To Path (1) | Curb Type |
Road Type | R.O.W. | Total Pvmnt Width | Travel Lanes | Shoulder Width (ea) | Turn Lane/ Median | Parking (Left) | Sidewalk/Bik e Path | Setback To Path (1) | Curb Type |
Rural collector - typical | 60' | 24' | 2@12' | 3' | None | None | 10' | N/A | None |
Rural collector - with turn land | 60' | 36' | 2@12' | 3' | 12' | None | 10' | N/A | None |
Rural collector - constrained | 46' | 24' | 2@12' | 3' | None | None | 8' | N/A | None |
Dry Creek Bridge crossing | 60' | 26' | 2@13' | 0' | None | None | 10' | N/A | 6" Vertical |
Rural residential - typical | 50' | 22' | 2@11' | 3' | None | None | 8' | N/A | None |
Rural residential - constrained | 40' | 22' | 2@11' | 0' | None | None | 8' | N/A | 12" Ribbon |
Village street - primary | 72' | 50' | 2@12' | 0' | 10' | 8' | 5' | 6' | 6" Vertical |
Village street - residential | 56' | 34' | 2@10' | 0' | None | 7' | 5' | 6' | 6" Veritcal |
Village alley | 20' | 16' | N/A | 2' | None | None | None | N/A | None |









Phase I | Later Phases | Total | |
Project cost | $ 336,400.00 | $ 900,000.00 | $1,236,400.00 |
Residential sites | 1,051,000.00 | 7,947,860.00 | 8,998,860.00 |
Total | $1,387,400.00 | $8,847,860.00 | $10,235,260.00 |
Development Type | Units | Assumed Category | Impact Fees/Unit | Total Fee | |
Regular | Extraordinary
| ||||
Development Type | Units | Assumed Category | Impact Fees/Unit | Total Fee | |
Regular | Extraordinary
| ||||
Farm/ranch lot | 30 | Single-family>1,500 sf | $1,039.00 | $2,589.00 | $108,840.00 |
Rural | 20 | Single-family>1,500 sf | 1,039.00 | 2,589.00 | 72,560.00 |
Large lot | 205 | Single-family>1,500 sf | 1,039.00 | 2,589.00 | 743,740.00 |
Regular lot | 483 | Single-family>1,500 sf | 1,039.00 | 2,589.00 | 1,752,324.00 |
Village home | 162 | Single-family>1,500 sf | 802.00 | 2,589.00 | 549,342.00 |
Town home | 135 | Multi-family | 734.00 | 2,589.00 | 448,605.00 |
Commercial | 30,000 | Mixed commercial | 2,083.00/ 1,000 | 62,490.00 | |
$3,737,901.00 | |||||
Phase I | Later Phases | Total | |
Project cost | $ 224,000.00 | $ 84,000.00 | $ 308,000.00 |
Residential sites | 787,000.00 | 5,815,235.00 | 6,602,235.00 |
Total | $1,011,000.00 | $5,899,235.00 | $6,910,235.00 |
Phase I | Later Phases | Total | |
Project cost | $ 500,000.00 | $ 667,213.00 | $ 1,167,213.00 |
Residential sites | 553,000.00 | 2,006,021.00 | 2,559,021.00 |
Total | $1,053,000.00 | $2,673,234.00 | $3,726,234.00 |
Phase I | Subsequent Phases | Total |
$184,000.00 | $1,318,000.00 | $1,502,000.00 |
Phase I | Later Phases | Total | |
Landscape | $214,000.00 | $ 958,000.00 | $1,172,000.00 |
Trails | 156,000.00 | 168,000.00 | 324,000.00 |
Recreation | 20,000.00 | 600,000.00 | 620,000.00 |
Total | $390,000.00 | $1,726,000.00 | $2,116,000.00 |
Phase I | Subsequent Phases | Total | |
Elementary | 6.2% | 34.1% | 40.3% |
Junior high | 1.9% | 10.7% | 12.6% |
High | 1.0% | 4.2% | 5.2% |
Elementary | $6 million |
Junior high | $16 million |
High school | $25 million |
Elementary | $2.4 million |
Junior high | $2.0 million |
High school | $1.3 million |
Building | $612,180.00 |
Equipment | 337,000.00 |
$949,180.00 |












Approved Plant List | |
Botanical Name | Common Name |
Approved Plant List | |
Botanical Name | Common Name |
Trees | |
Acer grandidentatum | Rocky Mountain Maple |
Alnus sinuata | Sitka Alder |
Amelanchier alnifolia | Serviceberry |
Celtis occidentalis | Hackberry |
Crataeugus sp. | Hawthorn |
Gleditsia triacanthos | Honey Locust |
Populus sp. | Poplar |
Pyrus calleryana | Bradford Pear |
Rhus typhina | Sumac |
Shrubs/Groundgovers | |
Artemesia tridentata | Big Sage |
Atriplex canescens | Fourwing Saltbrush |
Caragana arborescens | Siberian Pea Shrub |
Cercocarpus montanus | Mountain Mohogany |
Chaenomeles sp. | Quince |
Chrysothamnus nauseosus | Rubber Rabbitbush |
Cornus stolonifera | Asanti Dogwood |
Cornus stolonifera "Bailey" | Redtwig Dogwood |
Cornus stolonifera (Kelsey Dwarf) | Shrub Dogwood |
Elaegnus angustifolia | Russian Olive |
Mahonia repens | Creeping Oregon grape |
Physocarpus opulifolius | Ninebark |
Philadelphus lewisii | Syringa |
Potentilla sp. | Cinquefoil |
Prunus sp. | Spiraea |
Rhus trilobata | Oakbrush Sumac |
Ribes sp. | Current |
Rosa woodsii | Woods Rose |
Salix exigua | Sandbar Willow |
Symphoricarpos albus | Snowberry |



ACCESSORY STRUCTURE: | A detached structure that is incidental to the principal structure and is located upon the same property. |
ALLEY: | A public or private way affording a means of access to abutting property at the back or side of a property. |
APARTMENT STRUCTURE: | A structure, or portion thereof, containing five (5) or more dwelling units or apartments, where such units are typically arranged as stacked units with another dwelling unit above and/or below. Apartment housing will often include multiple structures on a single property. |
COMMUNITY CENTER: | An area, building, or facility which is intended to include the recreational uses, owners' association, and community services that will form a social hub of the Spring Rock planned community, and which may include offices and retail spaces. |
DENSITY, GROSS: | The ratio of the total number of dwelling units within a development divided by the total area. Should that number be a fraction, it will be rounded to the nearest whole number. |
DENSITY, NET: | The ratio of the total number of dwelling units within a development divided by the net residential area. Should that number be a fraction, it will be rounded to the nearest whole number. |
DUPLEX: | A structure containing two (2) attached dwelling units, where dwelling units are located on the same property or on individual lots. |
DWELLING, LIVE | WORK: | A structure that offers the opportunity for the occupant to live and work in the same building with distinctly separate space for each use. |
DWELLING, SECONDARY: | A habitable dwelling unit established in conjunction with and subordinate to a detached single-family dwelling constructed on a foundation. The term includes guesthouse, granny flat, mother-in-law suite, carriage house, and garage apartment. |
DWELLING, SINGLE-FAMILY DETACHED: | A detached structure that accommodates a single family under single ownership with or without a secondary dwelling as defined in this article. |
FOURPLEX: | A structure containing four (4) attached or stacked dwelling units, where the dwelling units are located on the same property. |
GARDEN UNIT PROJECT: | A housing project with three (3) or more dwellings that are typically sited within or around a common open space area without attached garages and with shared amenities and community structures. |
HOME OCCUPATION: | An occupation, profession, or business activity that is conducted within a dwelling unit. |
HOTEL OR MOTEL: | An establishment that provides nightly, weekly, or monthly lodging to the public for a fee, including boarding houses, and bed and breakfast establishments. |
MODEL HOME or real estates SALES CENTER: | One (1) or more dwellings or group of dwellings which are shown to prospective buyers, which may include parking, signs, fenced visitor areas, and sales offices. |
MUNICIPAL: | Relating to the governing bodies of the Spring Rock planned community including, but not limited to, Ada County, Ada County Highway District, Valley Regional Transit, Spring Rock Development LLC, and any firm or firms under contract to Spring Rock Development LLC that provide or support infrastructure improvements within the Spring Rock planned community. |
NET RESIDENTIAL AREA: | The total residential area excluding the streets, open space, and non-residential areas. |
OPEN SPACE: | An area that has been generally designated on the Spring Rock sub-area future land use map or a subdivision plat as open space. |
PERSONAL SERVICE: | The use of a site for the provision of individualized services generally related to personal needs. Personal service uses include, but are not limited to, beauty services such as salons, hair, nail and skin care, spa, and barbers; fitness training and instruction; locksmiths; and repairs such as footwear and leather goods, and watches. |
PRODUCE STAND: | An establishment for the display and sale to the public of produce and related commodities. |
PROFESSIONAL SERVICES: | Professional service uses include, but are not limited to engineers, architects, landscape architects, other design services, graphic designers, consultants, lawyers, and media advisors. |
SHORT TERM RENTAL: | A lease of a residential dwelling or portion thereof that is less than one (1) month in duration that is operated as a commercial activity, including but not limited to homes listed on VRBO, AirBNB, and similar rental sites. |
SPECIAL EVENTS: | Any temporary event including, but not limited to, art festivals, weddings, quinceañeras, bar mitzvahs, bat mitzvahs, picnics, barbecues, holiday events and parties, dances, concerts, bike rides and races, footraces and walks, auction and sales, bazaars, sales or marketing event, and harvest festivals and events. |
SPRING ROCK DESIGN COMMITTEE: | That certain committee established by the developer to review and approve site plans, architecture and landscape designs, temporary use, and special events within the Spring Rock planned community. |
SPRING ROCK DEVELOPMENT LLC: | The limited liability corporation responsible for the design, development, and management of the Spring Rock planned community, including contracted service providers. |
SUB-AREA PLAN: | The Spring Rock Planned Community sub-area comprehensive plan. |
TINY HOME: | An abode that is less than five hundred (500) square feet in area that is built on a mobile platform. For the purposes of this chapter, a tiny home will be considered a recreational vehicle. |
TOWNHOME: | A structure containing four (4) or more dwellings, where each dwelling unit is located on an individual lot. |
TRIPLEX: | A structure containing three (3) attached dwelling units, where dwelling units are located on the same property or on individual lots. (Ord. 963, 11-21-2023) |
ALLOWED USE | RH | RH | UV | TH | TH | UV | AH | AH | UV | NC | NC | UV | CS1 |
OS |
^ No additional use standards * See use standards in this chapter # See use standards in chapter 5 of this title | ||||||||||
Residential | ||||||||||
Single family detached dwelling ^ | P | P | P | C | C | C | -- | -- | -- | -- |
Duplex ^ | P | P | P | P | C | C | -- | -- | -- | -- |
Triplex ^ | P | P | P | P | C | C | -- | -- | -- | -- |
Fourplex * | -- | -- | P | P | P | P | -- | -- | -- | -- |
Townhomes ^ | -- | -- | P | P | C | P | C | C | -- | -- |
Apartment housing * | -- | -- | -- | C | P | P | C | C | P2 | -- | -- |
Live | work dwelling * | -- | P | -- | P | -- | C | -- | P | -- | -- |
Garden unit project ^ | P | P | P | P | C | C | -- | -- | -- | -- |
Lodging | Group Living | ||||||||||
Hotel, motel, or bed & breakfast ^ | -- | -- | -- | -- | C | C | P | P | -- | -- |
Short term rental ^ | -- | -- | P | P | P | P | P | P | -- | -- |
Care Facilities | ||||||||||
Clinic, dental or medical ^ | -- | -- | -- | -- | -- | -- | P | P | -- | -- |
Continuing care facility ^ | -- | -- | -- | -- | -- | -- | P | P | P | -- |
Daycare center # | -- | -- | -- | -- | -- | -- | P | P | P | -- |
Family daycare home # | P | P | P | P | P | P | -- | -- | -- | -- |
Group daycare facility # | C | C | -- | -- | C | C | P | P | -- | -- |
Hospital ^ | -- | -- | -- | -- | -- | -- | P | P | -- | -- |
Medical care facility ^ | -- | -- | -- | -- | -- | -- | P | P | -- | -- |
Retail | Office | ||||||||||
Artist studio and sales ^ | -- | -- | -- | -- | -- | -- | P | P | -- | -- |
Bar, brewpub, or wine tasting room ^ | -- | -- | -- | -- | -- | -- | P | P | -- | -- |
Drive-up window service # | -- | -- | -- | -- | -- | -- | P | C | -- | -- |
Financial institution ^ | -- | -- | -- | -- | -- | -- | P | P | -- | -- |
Fuel sales facility # | -- | -- | -- | -- | -- | -- | P | -- | -- | -- |
Laundromat ^ | -- | -- | -- | -- | P | P | P | P | -- | -- |
Office or professional services ^ | -- | -- | -- | -- | -- | -- | P | P | -- | -- |
Nursery, retail ^ | -- | -- | -- | -- | -- | -- | P | P | -- | -- |
Personal services * | -- | -- | -- | -- | -- | -- | P | P | -- | -- |
Postal services ^ | -- | -- | -- | -- | -- | -- | P | P | -- | -- |
Research and development ^ | -- | -- | -- | -- | -- | -- | P | P | -- | -- |
Restaurant ^ | -- | -- | -- | -- | -- | -- | P | P | -- | -- |
Retail store ^ | -- | -- | -- | -- | -- | -- | P | P | -- | -- |
Veterinary services ^ | -- | -- | -- | -- | -- | -- | P | P | -- | -- |
Entertainment | Recreation | ||||||||||
Amusement or recreation, indoor ^ | -- | -- | -- | -- | -- | -- | P | P | -- | P |
Amusement or recreation, outdoor # | -- | -- | -- | -- | -- | -- | P | P | C | P |
Community garden ^ | P | P | P | P | P | P | P | P | P | P |
Park, public or community ^ | P | P | P | P | P | P | P | P | P | P |
Recreational vehicle or tiny home park * | -- | -- | -- | -- | C | -- | P | C | --- | -- |
Shooting range, indoor ^ | -- | -- | -- | -- | -- | -- | P | P | -- | -- |
Civic | Community Assembly: | ||||||||||
Event center or venue ^ | -- | -- | -- | -- | C | C | P | P | -- | P |
Community center ^ | P | P | P | P | P | P | P | P | P | P |
Library or learning commons ^ | -- | -- | -- | -- | P | P | P | P | P | -- |
Movie or arts theatre ^ | -- | -- | -- | -- | C | C | P | P | -- | -- |
Public, quasi-public use ^ | P | P | P | P | P | P | P | P | P | P |
Religious land use ^ | C | C | C | C | C | C | P | P | P | C |
School, public or private ^ | -- | -- | -- | -- | -- | -- | P | P | P | -- |
Light Industry: | - | |||||||||
Car wash # | -- | -- | -- | -- | -- | -- | P | -- | -- | -- |
Light industrial ^ | -- | -- | -- | -- | -- | -- | P | -- | -- | -- |
Storage facility # | outdoor storage * | -- | -- | -- | -- | -- | -- | P | -- | -- | -- |
Vehicle repair, minor # | -- | -- | -- | -- | -- | -- | P | -- | -- | -- |
Infrastructure: | ||||||||||
Electric charging station for public use ^ | C | C | C | P | P | P | P | P | P | P |
Electric distribution or sub-transmission # | P | P | P | P | P | P | P | P | P | P |
Electric transmission # | C | C | C | C | C | C | C | C | C | C |
Electric substation # | C | C | C | C | C | C | C | C | C | C |
Ground passenger transportation ^ | -- | -- | -- | -- | P | P | P | P | C | C |
Radio or TV broadcasting station ^ | -- | -- | -- | -- | -- | -- | P | P | -- | -- |
Sewage treatment facility * | P | P | P | P | P | P | P | P | P | P |
Solar power facility, rooftop ^ | -- | -- | -- | -- | P | P | P | P | P | P |
Transit facility ^ | -- | -- | -- | -- | P | P | P | P | P | C |
Tower or antenna structure, commercial # | C | C | C | C | C | C | C | C | C | C |
Tower or antenna structure, private # | C | C | C | C | C | C | C | C | C | C |
Water remediation, onsite * | P | P | P | P | P | P | P | P | P | P |
Accessory Uses: | ||||||||||
Accessory structure * | A | A | A | A | A | A | A | A | A | A |
Family daycare home # | A | A | A | A | A | A | -- | -- | -- | -- |
Fuel cell ^ | A | A | A | A | A | A | A | A | A | A |
Hobby kennel # | A | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Home occupation * | A | A | A | A | A | A | A | A | -- | -- |
Portable classroom ^ | -- | -- | -- | -- | -- | -- | A | A | A | -- |
Secondary dwelling * | A | A | A | A | -- | -- | -- | -- | -- | -- |
Swimming pool, private ^ | A | A | A | A | A | A | A | A | A | A |
Temporary construction office ^ | A | A | A | A | A | A | A | A | A | A |
Temporary Uses: | ||||||||||
Food truck * | -- | -- | -- | -- | -- | P | -- | P | P | P |
Model home or real estate sales center * | P | P | P | P | P | P | P | P | P | P |
Pit, mine, or quarry, small * | P | P | P | P | P | P | P | P | P | P |
Seasonal or produce stand * | -- | -- | -- | -- | -- | P | P | P | P | P |
Special event * | -- | -- | -- | -- | -- | P | P | P | P | P |
1. See also section 8-21B-2B5 regarding purpose and allowed uses. 2. Within the NC | UV district, apartment housing is a principal permitted use on upper floors. | ||||||||||
RESIDENTIAL TYPE | OUTSIDE URBAN VILLAGE (square feet) | INSIDE URBAN VILLAGE (square feet) |
RESIDENTIAL TYPE | OUTSIDE URBAN VILLAGE (square feet) | INSIDE URBAN VILLAGE (square feet) |
Single family detached dwelling with secondary dwelling | 3,000 3,500 | 2,000 2,500 |
Duplex | 3,500 | 2,500 |
Triplex | 4,000 | 3,000 |
Fourplex | 4,200 | 3,200 |
Townhome | 1,200 per dwelling | 1,000 per dwelling |
Apartments | NA | |
Live | work dwelling | 4,000 | 3,000 |
Garden unit project | 2,000 per dwelling | 1,500 per dwelling |
DIMENSIONAL STANDARDS (in feet) | RH | TH | AH | NC | CS | OS |
Any property line abutting RH or TH | NA | NA | 20 | 20 | 20 | 20 |
Any property line abutting an arterial or collector street | 30 | 20 | 20 | 15 | 30 | 30 |
Front property line1 | 15 | 10 | 15 | 10 | 10 | 10 |
Interior side property line2 | 3 | 3 | 3 | 3 | 3 | 3 |
Street side property line | 10 | 5 | 5 | 5 | 5 | 5 |
Rear property line | 10 | 5 | 5 | 5 | 5 | 5 |
Garages and Loading Bays Facing Streets Required distance from near edge of sidewalk (or curb if no sidewalk) to garage door or loading bay door | ||||||
Front yard | 20 | 20 | 20 | 30 | 30 | 30 |
Street side yard | 20 | 20 | 20 | 30 | 30 | 30 |
Rear yard where property has secondary access to rear of lot | 5 or 20 | 5 or 20 | 5 or 20 | 5 or 30 | 5 or 30 | 5 or 30 |
Notes: 1. Where a property has access on a public street and secondary access on a private street or alley, the property line abutting the public street will be considered the front property line. 2. Where a property line is along a shared wall for an attached structure, there is no required setback. | ||||||
PLANNED COMMUNITY DISTRICTS
Zoning Districts | ||
HS-R | Hidden Springs Residential Zone | |
HS-V | Hidden Springs Village Zone | |
Overlay Districts | ||
HS-VC | Hidden Springs Village Commercial | |
HS-AC | Hidden Springs Agricultural Commercial | |
HS-EC | Hidden Springs Employment Center | |
(1) | Farm/ranch lots | (See subsection 8-21A-5B1) | |
(2) | Rural lots | (See subsection 8-21A-5B2) | |
(3) | Large lots | (See subsection 8-21A-5B3) | |
(4) | Regular lots | (See subsection 8-21A-5B4) | |
(5) | Village home lots | (See subsection 8-21A-5B5) | |
(6) | Town home lots | (See subsection 8-21A-5B6) | |
(7) | Equestrian center | (See subsection 8-21A-5C4) | |
(8) | Open space/parks | (See subsection 8-21A-5C5) | |
(9) | Unplatted property use | (See subsection 8-21A-5C7) | |
(10) | Community event, private and public | (See subsection 8-21A-7G) | |
(11) | Essential public services | (See subsection 8-21A-2) | |
(1) | Regular lots | (See subsection 8-21A-5B4) | |
(2) | Village home lots | (See subsection 8-21A-5B5) | |
(3) | Town home lots | (See subsection 8-21A-5B6) | |
(4) | Community center/school | (See subsection 8-21A-5C3) | |
(5) | Open space/parks | (See subsection 8-21A-5C5) | |
(6) | Unplatted property use | (See subsection 8-21A-5C7) | |
(7) | Community event, private and public | (See subsection 8-21A-7G) | |
(8) | Essential public services | (See subsection 8-21A-2) | |





































Private Streets | Shared Driveways | ||
1 to 4 lots | >4 lots | ||
Minimum right of way width | 30' | 30' | n/a |
Minimum improved width | 20' | 24' | 20' |
6" of 3/4" crushed gravel, compacted | X | X | X |
2% slope from centerline | X | X | X |
Improved surface (minimum) | Pavement of asphalt or concrete. If concrete, pavement shall consist of a 4" slab on 4" of 3/4" gravel base course. If asphalt, pavement shall consist of a minimum of 2" machine laid asphalt with 6" of 3/4" gravel base course or 11/2" thick bituminous surface treatment on 6" of 3/4" gravel base course. | Pavement of asphalt or concrete. If concrete, pavement shall consist of a 4" slab on 4" of 3/4" gravel base course. If asphalt, pavement shall consist of a minimum of 21/2" machine laid asphalt with 6" of 3/4" gravel base course. | n/a |
Road Type | ROW | Total Pavement Width | Travel Lanes | Shoulder Width (ea) | Turn Lane/ Median | Parking (Left) | Sidewalk/ Bike Path | Setback To Path (1) | Curb Type |
Road Type | ROW | Total Pavement Width | Travel Lanes | Shoulder Width (ea) | Turn Lane/ Median | Parking (Left) | Sidewalk/ Bike Path | Setback To Path (1) | Curb Type |
Rural collector - typical | 60' | 24' | 2@12' | 3' | None | None | 10' | n/a | None |
Rural collector - with turn lane | 60' | 36' | 2@12' | 3' | 12' | None | 10' | n/a | None |
Rural collector - constrained | 46' | 24' | 2@12' | 3' | None | None | 8' | n/a | None |
Dry Creek Bridge crossing | 60' | 26' | 2@13' | 0' | None | None | 10' | n/a | 6" vertical |
Rural residential - typical | 50' | 22' | 2@11' | 3' | None | None | 8' | n/a | None |
Rural residential - constrained | 40' | 22' | 2@11' | 0' | None | None | 8' | n/a | 12" ribbon |
Village street - primary | 72' | 50' | 2@12' | 0' | 10' | 8' | 5' | 6' | 6" vertical |
Village street - residential | 56' | 34' | 2@10' | 0' | None | 7' | 5' | 6' | 6" vertical |
Village alley | 20' | 16' | n/a | 2' | None | None | None | n/a | None |

Rural Collector - Typical (Seaman's Gulch Road, Dry Creek Road, And Lower Cartwright Road): | Rural collectors serve to collect traffic from and distribute traffic to village streets and rural residential roadways throughout the project. They will also serve to accommodate through traffic - although through traffic will be discouraged to help maintain the rural character and minimize environmental impact to the Dry Creek Valley. The typical section includes a sixty foot (60') right of way with two (2) 12-foot travel lanes, two (2) 3-foot stabilized shoulders, and two (2) 8-foot maximum width grass swales. A single ten foot (10') pedestrian/bicycle path will meander in a pedestrian easement generally parallel to the right of way but not always contiguous to the right of way. |

Rural Collector - With Turn Lane: | For rural collectors where turn lanes are needed, a twelve foot (12') center turn lane will be added as necessary to accommodate turning movement into project roadways. The section will also include travel lanes of twelve feet (12'). Otherwise the section will remain the same as the typical rural collector. |

Rural Collector - Constrained (Upper Cartwright Road): | The rural collector constrained section mainly occurs in the upper portion of Cartwright Road. In order to maintain the visual character and minimize the site disturbance, this section has been narrowed. The typical section includes a forty six foot (46') right of way with two (2) 12-foot travel lanes, two (2) 3-foot stabilized shoulders, and two (2) 8-foot maximum width grass swales. A single eight foot (8') shared pedestrian/bicycle path will be approximately parallel to the right of way in a separate pedestrian easement. |

Dry Creek Bridge Crossing: | The Dry Creek Bridge Crossing will provide enhanced capacity, safety and the addition of a separate bicycle/pedestrian facility across Dry Creek. The bridge can also serve as a primary visual identity element for the project, and may become a "covered bridge" with appropriate vertical clearance and architectural style. The bridge crossing will remain in its current location. Bridge width and associated grading should be kept to a minimum to prevent impact to the riparian corridor. The typical section includes a thirty two foot (32') wide bridge surface with two (2) 13-foot travel lanes. A single ten foot (10') pedestrian/bicycle path will be accommodated in a separate pedestrian/bicycle bridge crossing. |

Rural Residential - Typical: | Rural residential streets include most of the roadways in Hidden Springs and will serve to carry local traffic to/from individual homesites. These roadways will be located and designed to discourage through traffic and maintain low vehicular speeds. The typical section includes a fifty foot (50') right of way with two (2) 11-foot travel lanes, two (2) 3-foot stabilized shoulders, and two (2) 8-foot maximum width grass swales. A single eight foot (8') shared pedestrian/bicycle path will meander beyond the ROW in a pedestrian easement as necessary. |

Rural Residential - Constrained: | Constrained rural residential streets occur in steeply sloped areas that cannot handle the width required for the typical rural residential section. This section includes a forty foot (40') right of way with two (2) 11-foot travel lanes, no stabilized shoulders (but a 12 inch ribbon curb included in the 11 foot travel lane) and one grass swale on the uphill side of the street. An eight foot (8') pedestrian/bicycle path will be located on the downhill side of the street with a wood guardrail separating it from the street for safety purposes. |

Village Street - Primary (Seaman's Gulch Road, Dry Creek Road And McFarland Road Within The Village Center): | Primary village streets will serve as the "main streets" of the village center and will accommodate the potential for commercial uses, community center, school and village residential uses along their frontage. Village streets should establish a comfortable environment for pedestrians with slower vehicular speeds, frequent vehicular stops, on street parking and tree lined sidewalks. The typical section includes a seventy two foot (72') ROW with two (2) 12-foot travel lanes, one 10-foot turn lane (where necessary) or planted median, two (2) 8-foot parallel parking lanes, and five foot (5') sidewalks set back from the curb with a five foot six inch (5'6") tree lawn on both sides of the street and within the right of way. |

Village Residential (All Other Streets Within The Village Center): | R es idential village streets should also establish a comfortable pedestrian environment with slow vehicular speeds, frequent vehicular stops, on street parking and tree lined sidewalks. Because turning volumes for these streets should be low enough to eliminate the need for turn lanes, the typical section includes a fifty six foot (56') right of way with two (2) 10-foot travel lanes, two (2) 7-foot parallel parking lanes and five foot (5') sidewalks set back from the curb with a five foot six inch (5'6") tree lawn. |

Village Alley: | Alleys will be created to eliminate driveways on village streets. Fewer driveways on village streets means more on street parking, more resident interaction, less utilitarian infrastructure and no unsightly garages lining residential streets. Alleys will also be used for utility easements, trash collection, and emergency vehicular access. The typical alley section includes a sixteen foot (16') paved lane with two foot (2') shoulders on each side. |
Ada County Population Projections By Planning Area | ||||||
Planning Area | 1990 US Census | 1995 | 2000 | 2005 | 2010 | 2015 |
Ada County Population Projections By Planning Area | ||||||
Planning Area | 1990 US Census | 1995 | 2000 | 2005 | 2010 | 2015 |
Airport | 749 | 814 | 821 | 786 | 734 | 662 |
Central Bench | 35,713 | 39,635 | 40,759 | 40,451 | 40,723 | 41,417 |
Eagle | 5,970 | 8,517 | 11,474 | 11,616 | 12,161 | 13,387 |
Garden City | 6,620 | 8,536 | 9,559 | 9,722 | 10,135 | 10,707 |
Kuna | 2,418 | 3,015 | 3,352 | 3,295 | 3,528 | 3,973 |
Meridian | 12,412 | 21,251 | 30,049 | 31,331 | 35,571 | 40,607 |
North River | ||||||
Downtown | 3,022 | 3,025 | 3,403 | 3,873 | 4,031 | 4,059 |
East End | 5,925 | 6,677 | 6,993 | 6,986 | 7,203 | 7,470 |
Foothills | 7,679 | 8,910 | 9,949 | 10,547 | 11,335 | 12,172 |
North End | 15,645 | 16,910 | 17,453 | 17,198 | 17,549 | 17,993 |
Northwest | 9,886 | 13,958 | 14,690 | 16,379 | 16,691 | 17,163 |
Southeast | 21,742 | 29,892 | 34,536 | 36,891 | 40,910 | 46,014 |
Southwest | 20,090 | 21,255 | 24,570 | 28,089 | 29,745 | 32,749 |
West Bench | 44,304 | 55,571 | 62,593 | 65,995 | 69,961 | 74,344 |
Rural County | 13,575 | 15,988 | 19,754 | 24,682 | 32,564 | 41,123 |
Total | 205,750 | 253,954 | 289,955 | 307,841 | 332,841 | 363,840 |
1990 | 1995 | 2000 | ||||
TAZ #211 | Population Households | Population Households | Population Households | |||
156 | 59 | 308 | 122 | 447 | 182 | |
money on deposit | $ 700.00 |
2 vehicles | 75.00 |
harness | 25.00 |
55 stock horses | 1,100.00 |
3 cows | 60.00 |
7 cattle | 84.00 |
7 hogs | 20.00 (3) |
Brent-Ladd | Ladd-Searles |
Cashmere | Lankbush-Brent |
Drax Loam | Payette-Quincy |
Gem Rock | Quincy-Brent |
Goose Creek | Searles-Rock |
Haw-Lankbush | Vanderhoff |
Soil Name | USDA Soil Texture | Unified Soil Classificati on | Percent Passing Sieve No. (Avg) | Liquid Limit | Plasticity Index | Perme- ability | Soil Reaction pH | Shrink Swell Potential | Potential Frost Action | |||
4 | 10 | 40 | 200 | |||||||||
Soil Name | USDA Soil Texture | Unified Soil Classificati on | Percent Passing Sieve No. (Avg) | Liquid Limit | Plasticity Index | Perme- ability | Soil Reaction pH | Shrink Swell Potential | Potential Frost Action | |||
4 | 10 | 40 | 200 | |||||||||
Brent-Ladd | Loam, Silt Loam, Sandy Clay Loam, Gravelly Clay Loam | CL-ML CH-SM GP-SM | 70-100 | 70-90 | 25-95 | 5 | 10-60 | NP-25 | .02-20 | 7.4-8.4 | Low to Moderate | Low to Moderate |
Cashmere | Sandy Loam, Loamy Sand | SM | 80-100 | 80-100 | 50-75 | 15-45 | 20-30 | NP-5 | 2.0-20 | 6.1-7.8 | Low | Moderate |
Drax Loam | Loam, Sandy Loam to Silty Clay Loam | CL-ML | 100 | 90-100 | 85-100 | 55-90 | 20-30 | 5-10 | 0.2-2.0 | 6.6-9.0 | Low | Moderate |
Gem Rock | Gravelly Clay Loam Clay, Clay Loam, Gravelly Silty Clay Loam, Loam, Gravelly Loam, Unweathered Bedrock | SM, CL, CH ML, GM-GC | 65-100 | 55-100 | 40-100 | 35-95 | 20-65 | NP-45 | 0.2-2.0 | 6.1-9.0 | Low to High | Moderate |
Goose Creek | Loam, Sandy Loam to Clay | CL-ML, CL | 100 | 100 | 85-100 | 55-85 | 20-40 | 5-20 | 0.2-20 | 6.6-8.4 | Moderate | Moderate |
Haw- Lankbush | Loam, Sandy Loam, Clay Loam, Sandy Clay Loam, Loamy Sand, Sand | ML, CL-ML, CL, SM-SC, SP-SM | 85- 100 | 85- 100 | 45- 100 | 5- 90 | 20-30 | NP- 15 | 0.2- 720 | 6.1- 9.0 | Low to Moderate | Moderate |
Ladd-Searles | Loam, Gravelly Loam, Clay Loam, Sandy Clay Loam, Sandy Loam, Gravelly Sandy Clayey Loam, Unweathered Bedrock | ML, CL-ML, CL, SM-SC, GM-GC, GP-GC | 25-100 | 25-100 | 15-100 | 5-90 | 20-40 | NP-15 | 0.2-20 | 6.1-7.3 | Low to Moderate | Moderate |
Soil Name | USDA Soil Texture | Unified Soil Classifi- cation | Percent Passing Sieve No. (Avg.) | Liquid Limit | Plasticity Index | Perme- ability | Soil Reaction pH | Shrink Swell Potential | Potential Frost Action | |||
4 | 10 | 40 | 200 | |||||||||
Lankbush Brent | Sandy Loam, Sandy Clayey Loam, Clayey Loam, Loam Sand, Loamy Sand, Silt Gravelly Silt Loam, Gravelly Loam, Clay, Sandy Clay, Gravelly Clay Loam, Sand | CL-ML, CH, GM- GP, SM, SP-SM, SC | 40-100 | 40-100 | 25-100 | 5-90 | 10-60 | NP-40 | <0.06- 20 | 6.6-9.0 | Low to High | Low to Moderate |
Payette-Quincy | Sandy Loam, Gravelly Sandy Loam, Coarse Sand, Loamy Sand, Gravelly Loamy Sand | SM, GM-GC, CL-ML, CL-ML, SP-SM | 60-100 | 60-100 | 35-95 | 5-75 | 20-30 | NP-10 | 6.0-720 | 6.1-8.4 | Low | Low to Moderate |
Quincy-Brent | Gravelly Loamy Sand, Sandy Loam, Silt Loam, Sandy Clay, Clay Loam, Sand, Gravelly Sand, Gravelly Clay Loam, Gravelly Silt Loam, Gravelly Loam | SM, CL-ML, CH, GP-GM, SP-SM | 40-100 | 40-100 | 25-100 | 5-90 | 10-60 | NP-40 | <0.06-20 | 6.1-8.4 | Lo w to High | Low |
Searles-Rock | Stony Loam, Gravelly Clay Loam, Cobbly Loam, Unweathered Bedrock | ML, CL-ML, SM-SC | 30-80 | 20-75 | 20-70 | 15-55 | 30-40 | NP-15 | 0.2-2.0 | 6.6-7.3 | Low to Moderate | Moderate |
Vanderhoff | Stony Loam, Gravelly Loam, Silt Loam, Sandy Loam, Weathered Bedrock | ML, CL-ML, SM-SC | 80-100 | 60-100 | 40-100 | 25-80 | 20-30 | NP-10 | 0.6-2.0 | 7.4-9.0 | Low | Low |
Soil Name | USDA Soil Texture | Unified Soil AASHTO | Percent Passing Sieve No. (Avg) | Liquid Limit | Plasticity Index | Perme- ability Inch/Hour | Soil Reaction pH | Shrink Swell Potential | Potential Frost Action | |||
4 | 10 | 40 | 200 | |||||||||
Pierce Park (244) | Course Sandy Loam Sandy Loam Sandy Clay Loam Gravelly Sandy Loam | SC SM SC-SM A1, A2 | 100 | 75–100 | 50–60 | 40–50 | 25–30 | 5–10 | 2.0–6.0 | 6.6–7.8 | Low to moderate | Low to moderate |
Shadoval (315) | Silt loam Silty clay Loam Clay Loam | CL CH CL-ML A4, A6, A7 | 100 | 95–100 | 85–90 | 75–85 | 25–60 | 5–40 | 0.6–2.0 | 6.6–8.4 | Low to high | Moderate |
Polecat (316) | Silt loam Silty clay loam Clay Loam | CL CL-ML A4, A6, A7 | 100 | 95–100 | 90–95 | 85–90 | 25–45 | 5–20 | 0.6–2.0 | 6.6–8.4 | Low to moderate | Moderate |
Quailridge (358) | Coarse Sandy Loam Sandy Clay Loam Gravelly Sandy Clay Loam | SC SC-SM A2, A6 | 0–10 | 75–100 | 60–90 | 50–75 | 25–50 | 25–40 | 2.0–20.0 | 6.6–7.8 | Low to moderate | Moderate |
Estimated 5% Slope | Pit #OW1 | Estimated 3% Slope | Pit # OW2 | Estimated 8% Slope | Pit #OW3 |
0-28" 28-54" 66-92" 92-127" 127-168" | Clay loam (30% clay), 10YR 3/2, many fine and few medium roots, C-2 Design Soil Subgroup Clay loam (35% clay), 10YR 3/2, many fine roots C-2 Silty clay (45% clay), 10YR 3/4, few fine roots, unsuitable Sandy clay loam, (30% clay), 10YR 4/6, no roots, C-1 Silt loam (15% clay), compacted, 2.5Y 5/4 matrix, 7.5YR 5/6 mottles, no roots, B-2 -no free water (water table) to a 168" depth | 0-36" 36-56" | Clay loam (28% clay), 10YR 2/2, common fine roots, few medium and course roots, C-1 Clay loam (30%+ clay), 10YR 3/2, common fine and few medium roots, C-2 -soil is saturated below 150", but no free water (water table) to 174" | 0-14" 14-168" | Silty clay loam (30% clay), 10YR 3/2, many fine roots, C-2 Very dense silty lake sediments, very slowly permeable to impermeable, gleyed and mottled (mottled are thought to be "relic" and not indicative of present drainage) -no free water (water table) to a 168" depth |
Estimated 2-3% Slope | Pit #OW7 | Estimated 4% Slope | Pit #OW8a | Estimated 4% Slope | Pit #OW8 |
0-16" 16-34" 34-58" 58-82" 82-168" | Sandy loam (18% clay), 10YR 3/3, many fine and few medium roots, B-1 Loamy coarse sand (5% clay), 10YR 3/3, few fine roots, A-2b Clay loam (30% clay), 10YR 3/4, few fine roots, C-2 Sandy clay loam (22% clay), 10YR 4/4, no roots, C-1 Silt loam, (20% clay), 10YR 5/4, no roots, B-2 -no mottles or free water (water table to 168" | 0-17" 17-28" 28-94+" | Silty clay loam (30% clay), 10YR 3/2, many fine and few medium roots, C-2 Silty clay loam (35% clay), 2.5YR 4/2, few fine and medium roots, C-2 Silty loam (15% clay), very compacted lake sediments, 5Y 5/4 matrix, 7.5YR 5/6 mottles appear to be "relic", unsuitable -no free water (water table) to 94" -this pit was at the toe of an old land form and is underlain by thick, dense lake sediments *no monitoring pipe was installed in this pit. | 0-18" 18-36" 36-55" 55-168" | Silt loam (20% clay), 10YR 3/3, many fine roots, B-2 Silt loam (22% clay), 10YR 3/2, common fine roots, B-2 Silt loam (25% clay), 10YR 3/3, common fine roots, B-2 Silt loam (20% clay), 10YR 5/4, common fine roots, B-2 -no free water (water table) to 168" |
Estimated 3% Slope | Pit #OW4 | Estimated 7% Slope | Pit #OW5 | Estimated 3% Slope | Pit #OW6 |
0-16" 16-34" 34-51" 51-168" | Silty clay loam (35% clay), 10YR 3/4, many fine roots, C-2 Silty clay loam (30% clay), 2.5Y 4/4, few fine roots C-2 Dense, silty lake sediments with 5-10% silty clay loam in fractures, few fine roots, C-2 to unsuitable Very dense lake sediments, impermeable layer, unsuitable -no free water to a 168" depth | 0-22" 22-41" 41-65" 65-72" 72-90" 90-110" 110-168" | Silt loam (25% clay), 10YR 3/3, many fine and few medium roots, B-2 Silty clay loam (35% clay), 10YR 3/4, common fine roots, C-2 Silty clay loam (35%+ clay), 10YR 5/4, common fine roots, C-2 Loamy coarse sand (<5% clay), variegated color, no roots, A-2b Very fine sandy loam (15% clay), 2.5Y 4/4 matrix, 7.5YR 5/4 mottles, no roots, compacted, B-2 Loamy coarse sand (<5% clay), variegated color, no roots, A-2b Coarse sandy loam (10% clay), 2.5Y 5/4 matrix, 5YR 4/4 mottles, no roots, B-1 -no free water, but mottled below 72" (possibly "relic" mottles) | 0-11" 11-20" 20-35" 35-52" 52-55" 55-120" 120-180" | Silt loam (22% clay), 10YR 3/4, many fine roots, B-2 Silty clay loam (35% clay), 10 YR 5/6, common fine roots, C-2 Sandy clay loam (30% clay), 10YR 5/4, few fine roots, C-1 Loamy coarse sand (<5% clay), variegated color, no roots, A-2b Thin, weakly cemented hardpan, no roots, unsuitable Silt loam (15% clay), 2.5Y 5/4 matrix, 7.5YR 5/4 mottles, no roots, B-2 Silt loam (10% clay), compacted lake sediments, 2.5Y 5/4, no mottles, no roots, C-2 -no free water (water table) to 180" -mottles below 55" appear to be "relic" |
Estimated 5% Slope | Pit #OW9 | Estimated 2-3% Slope | Pit #OW10 | Estimated 4% Slope | Pit #OW11 |
0-8" 8-24" 24-36" 36-75" 75-168" | Clay loam (30% clay), 10YR 3/3 many fine and few medium roots, C-1 Clay loam (35% clay), 10YR 4/6 many fine roots, C-2 Sandy loam (15% clay), 10YR 5/4, common fine roots, B-1 Loamy coarse sand (<5% clay), variegated color, no roots, lens of silt loam about 4" thick, A-2b Silt loam (20% clay), 2.5Y 7/4, no roots, slightly compacted, B-2 | 0-28" 28-59" 59-108" 108-115" 115-150" 150-168" | Loam (25% clay), 10YR 3/3, common fine and few medium roots, B-2 Clay loam (30% clay), 10YR 3/4, few fine roots, C-1 Loam (25% clay), 10YR 5/4, no roots, B-2 Silt loam (25% clay), 2.5Y 4/4 matrix, 10YR 5/6 mottles, no roots, B-2 Silty clay loam (35% clay), 2.5Y 4/4 matrix, 10YR 5/6 mottles, no roots, C-2 Silty clay (40% clay), 2.5Y 5/4, no mottles, unsuitable -free water (water table) at 120" depth | 0-28" 28-70" 70-155" 155-174" | Sandy loam (18% clay), 10YR 4/4, common fine and few medium roots, B-1 Sandy clay loam (25% clay), 10YR 4/6, common fine and few medium roots, C-1 Sandy loam (10% clay), 10YR 5/4, no roots, B-1 Silty clay loam (30% clay), 2.5Y 4/4 matrix, 7.5YR 5/6 mottles, no roots, C-1 -no free water (water table) to 174" depth |
Observation Well Or Test Pit | 5-12-95 | 5-28-95 | 7-2-95 | 8-17-95 | 9-23-95 | 11-26-95 | 1-22-96 | 3-9-96 | 3-15-96 | 4-7-96 | 6-21-96 | 6-23-96 | 7-16-96 | 9-4-96 |
Observation Well Or Test Pit | 5-12-95 | 5-28-95 | 7-2-95 | 8-17-95 | 9-23-95 | 11-26-95 | 1-22-96 | 3-9-96 | 3-15-96 | 4-7-96 | 6-21-96 | 6-23-96 | 7-16-96 | 9-4-96 |
OW1-168 | Dry | Dry | Dry | Dry | Dry | Dry | Dry | Dry | – | Dry | – | Dry | – | Dry (167") |
OW2-174 | Damp | Damp | Dry | Dry | Dry | Dry | Dry | Damp | – | Damp | – | Damp | – | Dry (172") |
OW3-168 | Dry | Dry | Dry | Dry | Dry | Dry | Dry | Dry | – | Dry | – | Dry | – | Dry (170") |
OW4-168 | Dry | Dry | Dry | Dry | Dry | Dry | Dry | Dry | – | Dry | – | Dry | – | Dry (162") |
OW5-168 | Dry | Dry | Dry | Dry | Dry | Dry | Dry | Dry | – | Dry | – | Dry | – | Dry (153") |
OW6-180 | Dry | Dry | Dry | Dry | Dry | Dry | Dry | Dry | – | Dry | – | Dry | – | Dry (178") |
OW7-168 | Dry | Dry | Dry | Dry | Dry | Dry | Dry | Dry | – | Dry | – | Dry | – | Dry (166") |
OW8a-94 | Dry | No Pipe | ||||||||||||
OW8-169 | Dry | Dry | Dry | Dry | Dry | Dry | Dry | Dry | – | Dry | – | Dry | – | Dry (172") |
OW9-168 | Dry | Dry | Dry | Dry | Dry | Dry | Dry | Dry | – | Dry | – | Dry | – | Dry (150") |
OW10-168 | 120 | 146 | 141 | Damp | Damp | Damp | Dry | Damp | – | 114 | – | 114 | – | 129" (Bot-168 Dry) |
OW11-174 | Dry | Dry | Dry | Dry | Dry | Dry | – | – | – | – | – | – | – | Dry (171")TP1204 0–––72" |
TP2 | 21 | 26 | 30 | 38 | – | 42" | ||||||||
TP3 | 2 | 16 | 18 | 22 | – | 17" | ||||||||
TP4 | 16 | 28 | 26 | 32 | – | 32" | ||||||||
TP5 | 45 | 52 | 57 | 52 | – | 60" | ||||||||
TP6 | 62 | 70 | 60 | 70 | – | 77" | ||||||||
TP7 | 58 | 72 | 62 | 74 | – | 82" | ||||||||
TP8 | 16 | 23 | – | – | – | 33" | ||||||||
TP9 | 15 | 23 | – | – | – | 53" | ||||||||
TP10 | 29 | 32 | – | – | – | (75") Damp | ||||||||
TP11 | >144 | >96 | – | – | – | 59" | ||||||||
TP12 | >180 | – | – | – | – | – | ||||||||
TP13 | >96 | – | – | – | – | – | ||||||||
TP14 | 94 | 76 | – | – | – | 77" | ||||||||
TP15 | – | – | – | – | – | 33" | ||||||||
TP16 | 31 | 42 | – | – | – | 45"OW20688 9" | ||||||||
OW21 | 61 | 57" | ||||||||||||
OW22 | 50 | 77" | ||||||||||||
OW23 | 49 | 72" | ||||||||||||
OW24 | 60 | 76" | ||||||||||||
OW25 | 110 | 111" | ||||||||||||
OW26 | 56 | 99" | ||||||||||||
OW27 | 48 | (55") Dry | ||||||||||||
Land Use | Gross Acreage1 | Dwelling Units | Percent Of Total Dwelling Units |
Land Use | Gross Acreage1 | Dwelling Units | Percent Of Total Dwelling Units |
Residential: | |||
Farm/ranch lots | 53 | 32 | 3 percent |
Rural lots | 94 | 2 | 0 percent |
Large lots | 360 | 278 | 27 percent |
Regular lots | 7 | 11 | 1 percent |
Village homes | 253 | 696 | 67 percent |
Townhomes | 6 | 16 | 2 percent |
Residential subtotals | 773 | 1,035 | 100 percent |
Nonresidential: | |||
Open space/parks | 963 | ||
Community Center/school | 29 | ||
Equestrian Center | 0 | ||
Nonresidential subtotals | 992 | ||
Totals | 1,765 | ||
TABLE 5: PHASING | |||
Phase | Year | Residential Units | Land Contained |
TABLE 5: PHASING | |||
Phase | Year | Residential Units | Land Contained |
Phase 1 | 1997–99 | 162 | 184 |
Phase 2 | 2000–02 | 134 | 58 |
Phase 3 | 2003–04 | 102 | 24 |
Phase 4 | 2005–06 | 138 | 41 |
Phase 5 | 2007–08 | 132 | 62 |
Phase 6 | 2009–10 | 105 | 40 |
Phase 7 | 2011–12 | 176 | 195 |
Phase 8 | 2013–14 | 86 | 169 |
1,035 | 773 | ||
Road Type | R.O.W. | Total Pvmnt Width | Travel Lanes | Shoulder Width (ea) | Turn Lane/ Median | Parking (Left) | Sidewalk/Bik e Path | Setback To Path (1) | Curb Type |
Road Type | R.O.W. | Total Pvmnt Width | Travel Lanes | Shoulder Width (ea) | Turn Lane/ Median | Parking (Left) | Sidewalk/Bik e Path | Setback To Path (1) | Curb Type |
Rural collector - typical | 60' | 24' | 2@12' | 3' | None | None | 10' | N/A | None |
Rural collector - with turn land | 60' | 36' | 2@12' | 3' | 12' | None | 10' | N/A | None |
Rural collector - constrained | 46' | 24' | 2@12' | 3' | None | None | 8' | N/A | None |
Dry Creek Bridge crossing | 60' | 26' | 2@13' | 0' | None | None | 10' | N/A | 6" Vertical |
Rural residential - typical | 50' | 22' | 2@11' | 3' | None | None | 8' | N/A | None |
Rural residential - constrained | 40' | 22' | 2@11' | 0' | None | None | 8' | N/A | 12" Ribbon |
Village street - primary | 72' | 50' | 2@12' | 0' | 10' | 8' | 5' | 6' | 6" Vertical |
Village street - residential | 56' | 34' | 2@10' | 0' | None | 7' | 5' | 6' | 6" Veritcal |
Village alley | 20' | 16' | N/A | 2' | None | None | None | N/A | None |









Phase I | Later Phases | Total | |
Project cost | $ 336,400.00 | $ 900,000.00 | $1,236,400.00 |
Residential sites | 1,051,000.00 | 7,947,860.00 | 8,998,860.00 |
Total | $1,387,400.00 | $8,847,860.00 | $10,235,260.00 |
Development Type | Units | Assumed Category | Impact Fees/Unit | Total Fee | |
Regular | Extraordinary
| ||||
Development Type | Units | Assumed Category | Impact Fees/Unit | Total Fee | |
Regular | Extraordinary
| ||||
Farm/ranch lot | 30 | Single-family>1,500 sf | $1,039.00 | $2,589.00 | $108,840.00 |
Rural | 20 | Single-family>1,500 sf | 1,039.00 | 2,589.00 | 72,560.00 |
Large lot | 205 | Single-family>1,500 sf | 1,039.00 | 2,589.00 | 743,740.00 |
Regular lot | 483 | Single-family>1,500 sf | 1,039.00 | 2,589.00 | 1,752,324.00 |
Village home | 162 | Single-family>1,500 sf | 802.00 | 2,589.00 | 549,342.00 |
Town home | 135 | Multi-family | 734.00 | 2,589.00 | 448,605.00 |
Commercial | 30,000 | Mixed commercial | 2,083.00/ 1,000 | 62,490.00 | |
$3,737,901.00 | |||||
Phase I | Later Phases | Total | |
Project cost | $ 224,000.00 | $ 84,000.00 | $ 308,000.00 |
Residential sites | 787,000.00 | 5,815,235.00 | 6,602,235.00 |
Total | $1,011,000.00 | $5,899,235.00 | $6,910,235.00 |
Phase I | Later Phases | Total | |
Project cost | $ 500,000.00 | $ 667,213.00 | $ 1,167,213.00 |
Residential sites | 553,000.00 | 2,006,021.00 | 2,559,021.00 |
Total | $1,053,000.00 | $2,673,234.00 | $3,726,234.00 |
Phase I | Subsequent Phases | Total |
$184,000.00 | $1,318,000.00 | $1,502,000.00 |
Phase I | Later Phases | Total | |
Landscape | $214,000.00 | $ 958,000.00 | $1,172,000.00 |
Trails | 156,000.00 | 168,000.00 | 324,000.00 |
Recreation | 20,000.00 | 600,000.00 | 620,000.00 |
Total | $390,000.00 | $1,726,000.00 | $2,116,000.00 |
Phase I | Subsequent Phases | Total | |
Elementary | 6.2% | 34.1% | 40.3% |
Junior high | 1.9% | 10.7% | 12.6% |
High | 1.0% | 4.2% | 5.2% |
Elementary | $6 million |
Junior high | $16 million |
High school | $25 million |
Elementary | $2.4 million |
Junior high | $2.0 million |
High school | $1.3 million |
Building | $612,180.00 |
Equipment | 337,000.00 |
$949,180.00 |












Approved Plant List | |
Botanical Name | Common Name |
Approved Plant List | |
Botanical Name | Common Name |
Trees | |
Acer grandidentatum | Rocky Mountain Maple |
Alnus sinuata | Sitka Alder |
Amelanchier alnifolia | Serviceberry |
Celtis occidentalis | Hackberry |
Crataeugus sp. | Hawthorn |
Gleditsia triacanthos | Honey Locust |
Populus sp. | Poplar |
Pyrus calleryana | Bradford Pear |
Rhus typhina | Sumac |
Shrubs/Groundgovers | |
Artemesia tridentata | Big Sage |
Atriplex canescens | Fourwing Saltbrush |
Caragana arborescens | Siberian Pea Shrub |
Cercocarpus montanus | Mountain Mohogany |
Chaenomeles sp. | Quince |
Chrysothamnus nauseosus | Rubber Rabbitbush |
Cornus stolonifera | Asanti Dogwood |
Cornus stolonifera "Bailey" | Redtwig Dogwood |
Cornus stolonifera (Kelsey Dwarf) | Shrub Dogwood |
Elaegnus angustifolia | Russian Olive |
Mahonia repens | Creeping Oregon grape |
Physocarpus opulifolius | Ninebark |
Philadelphus lewisii | Syringa |
Potentilla sp. | Cinquefoil |
Prunus sp. | Spiraea |
Rhus trilobata | Oakbrush Sumac |
Ribes sp. | Current |
Rosa woodsii | Woods Rose |
Salix exigua | Sandbar Willow |
Symphoricarpos albus | Snowberry |



ACCESSORY STRUCTURE: | A detached structure that is incidental to the principal structure and is located upon the same property. |
ALLEY: | A public or private way affording a means of access to abutting property at the back or side of a property. |
APARTMENT STRUCTURE: | A structure, or portion thereof, containing five (5) or more dwelling units or apartments, where such units are typically arranged as stacked units with another dwelling unit above and/or below. Apartment housing will often include multiple structures on a single property. |
COMMUNITY CENTER: | An area, building, or facility which is intended to include the recreational uses, owners' association, and community services that will form a social hub of the Spring Rock planned community, and which may include offices and retail spaces. |
DENSITY, GROSS: | The ratio of the total number of dwelling units within a development divided by the total area. Should that number be a fraction, it will be rounded to the nearest whole number. |
DENSITY, NET: | The ratio of the total number of dwelling units within a development divided by the net residential area. Should that number be a fraction, it will be rounded to the nearest whole number. |
DUPLEX: | A structure containing two (2) attached dwelling units, where dwelling units are located on the same property or on individual lots. |
DWELLING, LIVE | WORK: | A structure that offers the opportunity for the occupant to live and work in the same building with distinctly separate space for each use. |
DWELLING, SECONDARY: | A habitable dwelling unit established in conjunction with and subordinate to a detached single-family dwelling constructed on a foundation. The term includes guesthouse, granny flat, mother-in-law suite, carriage house, and garage apartment. |
DWELLING, SINGLE-FAMILY DETACHED: | A detached structure that accommodates a single family under single ownership with or without a secondary dwelling as defined in this article. |
FOURPLEX: | A structure containing four (4) attached or stacked dwelling units, where the dwelling units are located on the same property. |
GARDEN UNIT PROJECT: | A housing project with three (3) or more dwellings that are typically sited within or around a common open space area without attached garages and with shared amenities and community structures. |
HOME OCCUPATION: | An occupation, profession, or business activity that is conducted within a dwelling unit. |
HOTEL OR MOTEL: | An establishment that provides nightly, weekly, or monthly lodging to the public for a fee, including boarding houses, and bed and breakfast establishments. |
MODEL HOME or real estates SALES CENTER: | One (1) or more dwellings or group of dwellings which are shown to prospective buyers, which may include parking, signs, fenced visitor areas, and sales offices. |
MUNICIPAL: | Relating to the governing bodies of the Spring Rock planned community including, but not limited to, Ada County, Ada County Highway District, Valley Regional Transit, Spring Rock Development LLC, and any firm or firms under contract to Spring Rock Development LLC that provide or support infrastructure improvements within the Spring Rock planned community. |
NET RESIDENTIAL AREA: | The total residential area excluding the streets, open space, and non-residential areas. |
OPEN SPACE: | An area that has been generally designated on the Spring Rock sub-area future land use map or a subdivision plat as open space. |
PERSONAL SERVICE: | The use of a site for the provision of individualized services generally related to personal needs. Personal service uses include, but are not limited to, beauty services such as salons, hair, nail and skin care, spa, and barbers; fitness training and instruction; locksmiths; and repairs such as footwear and leather goods, and watches. |
PRODUCE STAND: | An establishment for the display and sale to the public of produce and related commodities. |
PROFESSIONAL SERVICES: | Professional service uses include, but are not limited to engineers, architects, landscape architects, other design services, graphic designers, consultants, lawyers, and media advisors. |
SHORT TERM RENTAL: | A lease of a residential dwelling or portion thereof that is less than one (1) month in duration that is operated as a commercial activity, including but not limited to homes listed on VRBO, AirBNB, and similar rental sites. |
SPECIAL EVENTS: | Any temporary event including, but not limited to, art festivals, weddings, quinceañeras, bar mitzvahs, bat mitzvahs, picnics, barbecues, holiday events and parties, dances, concerts, bike rides and races, footraces and walks, auction and sales, bazaars, sales or marketing event, and harvest festivals and events. |
SPRING ROCK DESIGN COMMITTEE: | That certain committee established by the developer to review and approve site plans, architecture and landscape designs, temporary use, and special events within the Spring Rock planned community. |
SPRING ROCK DEVELOPMENT LLC: | The limited liability corporation responsible for the design, development, and management of the Spring Rock planned community, including contracted service providers. |
SUB-AREA PLAN: | The Spring Rock Planned Community sub-area comprehensive plan. |
TINY HOME: | An abode that is less than five hundred (500) square feet in area that is built on a mobile platform. For the purposes of this chapter, a tiny home will be considered a recreational vehicle. |
TOWNHOME: | A structure containing four (4) or more dwellings, where each dwelling unit is located on an individual lot. |
TRIPLEX: | A structure containing three (3) attached dwelling units, where dwelling units are located on the same property or on individual lots. (Ord. 963, 11-21-2023) |
ALLOWED USE | RH | RH | UV | TH | TH | UV | AH | AH | UV | NC | NC | UV | CS1 |
OS |
^ No additional use standards * See use standards in this chapter # See use standards in chapter 5 of this title | ||||||||||
Residential | ||||||||||
Single family detached dwelling ^ | P | P | P | C | C | C | -- | -- | -- | -- |
Duplex ^ | P | P | P | P | C | C | -- | -- | -- | -- |
Triplex ^ | P | P | P | P | C | C | -- | -- | -- | -- |
Fourplex * | -- | -- | P | P | P | P | -- | -- | -- | -- |
Townhomes ^ | -- | -- | P | P | C | P | C | C | -- | -- |
Apartment housing * | -- | -- | -- | C | P | P | C | C | P2 | -- | -- |
Live | work dwelling * | -- | P | -- | P | -- | C | -- | P | -- | -- |
Garden unit project ^ | P | P | P | P | C | C | -- | -- | -- | -- |
Lodging | Group Living | ||||||||||
Hotel, motel, or bed & breakfast ^ | -- | -- | -- | -- | C | C | P | P | -- | -- |
Short term rental ^ | -- | -- | P | P | P | P | P | P | -- | -- |
Care Facilities | ||||||||||
Clinic, dental or medical ^ | -- | -- | -- | -- | -- | -- | P | P | -- | -- |
Continuing care facility ^ | -- | -- | -- | -- | -- | -- | P | P | P | -- |
Daycare center # | -- | -- | -- | -- | -- | -- | P | P | P | -- |
Family daycare home # | P | P | P | P | P | P | -- | -- | -- | -- |
Group daycare facility # | C | C | -- | -- | C | C | P | P | -- | -- |
Hospital ^ | -- | -- | -- | -- | -- | -- | P | P | -- | -- |
Medical care facility ^ | -- | -- | -- | -- | -- | -- | P | P | -- | -- |
Retail | Office | ||||||||||
Artist studio and sales ^ | -- | -- | -- | -- | -- | -- | P | P | -- | -- |
Bar, brewpub, or wine tasting room ^ | -- | -- | -- | -- | -- | -- | P | P | -- | -- |
Drive-up window service # | -- | -- | -- | -- | -- | -- | P | C | -- | -- |
Financial institution ^ | -- | -- | -- | -- | -- | -- | P | P | -- | -- |
Fuel sales facility # | -- | -- | -- | -- | -- | -- | P | -- | -- | -- |
Laundromat ^ | -- | -- | -- | -- | P | P | P | P | -- | -- |
Office or professional services ^ | -- | -- | -- | -- | -- | -- | P | P | -- | -- |
Nursery, retail ^ | -- | -- | -- | -- | -- | -- | P | P | -- | -- |
Personal services * | -- | -- | -- | -- | -- | -- | P | P | -- | -- |
Postal services ^ | -- | -- | -- | -- | -- | -- | P | P | -- | -- |
Research and development ^ | -- | -- | -- | -- | -- | -- | P | P | -- | -- |
Restaurant ^ | -- | -- | -- | -- | -- | -- | P | P | -- | -- |
Retail store ^ | -- | -- | -- | -- | -- | -- | P | P | -- | -- |
Veterinary services ^ | -- | -- | -- | -- | -- | -- | P | P | -- | -- |
Entertainment | Recreation | ||||||||||
Amusement or recreation, indoor ^ | -- | -- | -- | -- | -- | -- | P | P | -- | P |
Amusement or recreation, outdoor # | -- | -- | -- | -- | -- | -- | P | P | C | P |
Community garden ^ | P | P | P | P | P | P | P | P | P | P |
Park, public or community ^ | P | P | P | P | P | P | P | P | P | P |
Recreational vehicle or tiny home park * | -- | -- | -- | -- | C | -- | P | C | --- | -- |
Shooting range, indoor ^ | -- | -- | -- | -- | -- | -- | P | P | -- | -- |
Civic | Community Assembly: | ||||||||||
Event center or venue ^ | -- | -- | -- | -- | C | C | P | P | -- | P |
Community center ^ | P | P | P | P | P | P | P | P | P | P |
Library or learning commons ^ | -- | -- | -- | -- | P | P | P | P | P | -- |
Movie or arts theatre ^ | -- | -- | -- | -- | C | C | P | P | -- | -- |
Public, quasi-public use ^ | P | P | P | P | P | P | P | P | P | P |
Religious land use ^ | C | C | C | C | C | C | P | P | P | C |
School, public or private ^ | -- | -- | -- | -- | -- | -- | P | P | P | -- |
Light Industry: | - | |||||||||
Car wash # | -- | -- | -- | -- | -- | -- | P | -- | -- | -- |
Light industrial ^ | -- | -- | -- | -- | -- | -- | P | -- | -- | -- |
Storage facility # | outdoor storage * | -- | -- | -- | -- | -- | -- | P | -- | -- | -- |
Vehicle repair, minor # | -- | -- | -- | -- | -- | -- | P | -- | -- | -- |
Infrastructure: | ||||||||||
Electric charging station for public use ^ | C | C | C | P | P | P | P | P | P | P |
Electric distribution or sub-transmission # | P | P | P | P | P | P | P | P | P | P |
Electric transmission # | C | C | C | C | C | C | C | C | C | C |
Electric substation # | C | C | C | C | C | C | C | C | C | C |
Ground passenger transportation ^ | -- | -- | -- | -- | P | P | P | P | C | C |
Radio or TV broadcasting station ^ | -- | -- | -- | -- | -- | -- | P | P | -- | -- |
Sewage treatment facility * | P | P | P | P | P | P | P | P | P | P |
Solar power facility, rooftop ^ | -- | -- | -- | -- | P | P | P | P | P | P |
Transit facility ^ | -- | -- | -- | -- | P | P | P | P | P | C |
Tower or antenna structure, commercial # | C | C | C | C | C | C | C | C | C | C |
Tower or antenna structure, private # | C | C | C | C | C | C | C | C | C | C |
Water remediation, onsite * | P | P | P | P | P | P | P | P | P | P |
Accessory Uses: | ||||||||||
Accessory structure * | A | A | A | A | A | A | A | A | A | A |
Family daycare home # | A | A | A | A | A | A | -- | -- | -- | -- |
Fuel cell ^ | A | A | A | A | A | A | A | A | A | A |
Hobby kennel # | A | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Home occupation * | A | A | A | A | A | A | A | A | -- | -- |
Portable classroom ^ | -- | -- | -- | -- | -- | -- | A | A | A | -- |
Secondary dwelling * | A | A | A | A | -- | -- | -- | -- | -- | -- |
Swimming pool, private ^ | A | A | A | A | A | A | A | A | A | A |
Temporary construction office ^ | A | A | A | A | A | A | A | A | A | A |
Temporary Uses: | ||||||||||
Food truck * | -- | -- | -- | -- | -- | P | -- | P | P | P |
Model home or real estate sales center * | P | P | P | P | P | P | P | P | P | P |
Pit, mine, or quarry, small * | P | P | P | P | P | P | P | P | P | P |
Seasonal or produce stand * | -- | -- | -- | -- | -- | P | P | P | P | P |
Special event * | -- | -- | -- | -- | -- | P | P | P | P | P |
1. See also section 8-21B-2B5 regarding purpose and allowed uses. 2. Within the NC | UV district, apartment housing is a principal permitted use on upper floors. | ||||||||||
RESIDENTIAL TYPE | OUTSIDE URBAN VILLAGE (square feet) | INSIDE URBAN VILLAGE (square feet) |
RESIDENTIAL TYPE | OUTSIDE URBAN VILLAGE (square feet) | INSIDE URBAN VILLAGE (square feet) |
Single family detached dwelling with secondary dwelling | 3,000 3,500 | 2,000 2,500 |
Duplex | 3,500 | 2,500 |
Triplex | 4,000 | 3,000 |
Fourplex | 4,200 | 3,200 |
Townhome | 1,200 per dwelling | 1,000 per dwelling |
Apartments | NA | |
Live | work dwelling | 4,000 | 3,000 |
Garden unit project | 2,000 per dwelling | 1,500 per dwelling |
DIMENSIONAL STANDARDS (in feet) | RH | TH | AH | NC | CS | OS |
Any property line abutting RH or TH | NA | NA | 20 | 20 | 20 | 20 |
Any property line abutting an arterial or collector street | 30 | 20 | 20 | 15 | 30 | 30 |
Front property line1 | 15 | 10 | 15 | 10 | 10 | 10 |
Interior side property line2 | 3 | 3 | 3 | 3 | 3 | 3 |
Street side property line | 10 | 5 | 5 | 5 | 5 | 5 |
Rear property line | 10 | 5 | 5 | 5 | 5 | 5 |
Garages and Loading Bays Facing Streets Required distance from near edge of sidewalk (or curb if no sidewalk) to garage door or loading bay door | ||||||
Front yard | 20 | 20 | 20 | 30 | 30 | 30 |
Street side yard | 20 | 20 | 20 | 30 | 30 | 30 |
Rear yard where property has secondary access to rear of lot | 5 or 20 | 5 or 20 | 5 or 20 | 5 or 30 | 5 or 30 | 5 or 30 |
Notes: 1. Where a property has access on a public street and secondary access on a private street or alley, the property line abutting the public street will be considered the front property line. 2. Where a property line is along a shared wall for an attached structure, there is no required setback. | ||||||