13 MONROVIA NURSERY SPECIFIC PLAN
Figure 8: Street Design—Streets "A, B, E, F, G" (North) and "B, C, D, E, F, G"(South) and West Danton Drive |
The bottom portion of Detention Basin G-1 will be used for infiltration or extended detention (water quality benefits), limited to streets in close proximity to the basin. |
• | Existing 8″ Ductile Iron Pipe in Sierra Madre Avenue |
• | Existing 20″ Ductile Iron Pipe in Sierra Madre Avenue |
• | Existing 30″ Ductile Iron Pipe in Sierra Madre Avenue |
• | Existing 8″ in Yucca Ridge Road |
• | Existing 30″ in Yucca Ridge Road (High pressure Transmission Main) |
• | Existing 6″ in Foxglove Court |
• | Existing 6″ in Leadora Avenue |
• | Existing 30″ in Leadora Avenue (High pressure Transmission Main) |
• | Existing 6″ in Donington Street |
• | Existing 6″ in Calera Avenue |
• | Existing 6″ in Baldy Vista Avenue |
• | Existing 6″ in Milton Drive |
• | Existing 6″ in Oakbank Drive |
• | Existing 6″ in Danton Drive |
• | Existing 8″ in Barranca Avenue |
• | Existing 8″ Sewer in Yucca Ridge Road |
• | Existing 8″ Sewer in Sierra Madre Avenue |
• | Existing 8″ Sewer in Leadora Avenue |
• | Existing 8″ Sewer in Calera Avenue |
• | Existing 8″ Sewer in Donington Street |
• | Existing 8″ Sewer in Baldy Vista Avenue |
• | Existing 8″ Sewer in Milton Drive |
• | Existing 8″ Sewer in Danton Drive |
• | Existing 8″ Sewer Southerly along the Existing Covina Canal Alignment, from West Danton Drive to Oakbank Drive |
• | Existing 8″ Sewer in Oakbank Drive |
• | Existing 8″ Sewer in Barranca Avenue from Leadora Avenue to Milton Drive |
TABLE 1 | ||
|---|---|---|
LAND USE | FACTOR (gpd) | UNITS |
Residential | 250 | Per dwelling unit |
TABLE 2 | |||||||
|---|---|---|---|---|---|---|---|
LAND USE | UNITS | FACTOR (gpd) | UNIT | AVG. FLOW (gpd) | PEAK FLOW (gpd)1 | PEAK FLOW (gpd)2 | PEAK FLOW (cfs) |
Residential | 129* | 250 | du | 32.637 | 37 | 56 | 0.1241 |
Notes: | |
|---|---|
* | Currently 124 residential units are proposed. Sewer flow calculation based on September 18, 2007 report prepared by RBF. |
1 | Based on residential peak factor =1.66 per 2006 sewer master plan. |
2 | Based on inflow and infiltration factor of 50% average daily flow per 2006 sewer master plan. |
Account for the Setbacks of Existing Homes. Take into account the setbacks established by existing homes. The 25-foot front yard setback is the minimum that shall be maintained, but it can be exceeded (within reason) out of respect for the established block face setback. |
BOTANICAL NAME | COMMON NAME | COMMENTS |
|---|---|---|
TREES | ||
ALNUS RHOMBIFOLIA | ALDER | STANDARD/LOW BRANCH |
CELTIS X "FOREST PANSY" | EASTERN REDBUD | STANDARD |
CINNAMOMUM CAMPHORA | CAMPHOR TREE | STANDARD/MULTI |
HETEROMELES ARBUTIFOLIA | TOYON | LOW BRANCH |
LAGERSTROEMIA "MUSKOGEE" | CRAPE MYRTLE | STANDARD/MULTI |
LAGERSTROEMIA "GLENDORA WHITE" | CRAPE MYRTLE | STANDARD/MULTI-BRANCHED |
MAYTENUS BOARIA | MAYTEN TREE | LOW BRANCH |
PLATANUS ACERFOLIA | LONDON PLANE TREE | STANDARD "BLOODGOOD" MULTI |
PRUNUS CAROLINIANA-COLUMN | LAUREL CHERRY | COLUMN |
QUERCUS AGRIFOLIA | COAST LIVE OAK | LOW BRANCH/ STANDARD |
VINES | ||
FICUS PUMILA | CREEPING FIG | |
ROSA "ALTISSIMO" | CLIMBING RED ROSE ESPALIER | |
GROUND COVERS | ||
BACCHARIS PILULARIS "TWIN PEAKS" | DWARF COYOTE BRUSH | |
FESTUCA OVINA GLAUCA | BLUE FESCUE | |
HYPERICUM CALYCINUM | ST. JOHN'S WORT | |
SENECIO SEPEN | LUE CHALKSTICK | |
PENNISETUM ALOPECUROIDES "LITTLE BUNNY" | DWARF FOUNTAIN GRASS | |
TURF | ||
SEA DWARF SEASHORE PASPALUM | SEA DWARF TURF | |
ALOHA SEASHORE PASPALUM | ALOHA SEASHORE TURF | |
SHRUBS | ||
AGAVE AMERICANA | CENTURY PLANT | |
ANIGOZANTHOSX BUSH RANGER | DWARF KANGAROO PAW | |
ARCTOSTAPHYLOS "PACIFIC MIST" | MANZANITA | |
ARMERIA MARTIMA | SEA PINK | |
CARISSA "TUTTLEI" | NATAL PLUM | |
CAREX BUCHANII | LEATHER LEAF SEDGE | |
CEANOTHUS "YANKEE POINT" | CEANOTHUS | |
CORDYLINEX "ELECTRIC PINK" | ELECTRIC PINK COUDYLINE | |
EUONYMUS GRANDIFOLIA | EUONYMUS | |
HEBE "VERONICA LAKE" | HEBE | |
HELICTOTRICHON SEMPERVIRENS | BLUE OAT GRASS | |
JUNIPERUS SABINA "BROADMOOR" | BROADMOOR JUNIPER | |
LAVATERA ASSURGENTIFLORA | TREE MALLOW | |
LIGUSTRUM TEXANUM | WAX-LEAF PRIVET | |
LOROPETALUM CHINENSE "RAZZLEBERRY" | LOROPETALUM | |
MAHONIA REPENS | CREEPING MAHONIA | |
MUHLENBERGIA RIGENS | DEER GRASS | |
MYRICA CALIFORNICA | PACIFIC WAX MYRTLE | |
PENSTEMON "APPLE BLOSSOM" | PINK BORDER PENSTEMON | |
PITTOSPORUM TENUIFOLIUM | BLACK STEM PITT. | |
PYRACANTHA "SANTA CRUZ" | PYRACANTHA | |
RHAPHIOLEPIS "PINK LADY" | INDIAN HAWTHORN | |
ROSA "MOON DANCE" | MOON DANCE WHITE ROSE | |
SALVIA GREGGII "ALBA" | WHITE SALVIA | |
WESTRINGIA FRUTICOSA "SMOKEY" | COAST ROSEMARY | |
YUCCA WHIPPLEI | OUR LORD'S CANDLE | |
• | During the approval of any CEQA document. |
• | During the review and approval of subsequent development permits and use permits. |
• | During the review of working drawings, and prior to the issuance of grading or building permits. |
• | Prior to the issuance of a Certificate of Occupancy for any building within the specific plan area. |
• | Prior to the recording of any parcel map or final map within the specific plan boundaries. |
In the event the final hydrology study identifies that any part of the site is subject to flooding or debris flows, the developer shall install temporary or permanent facilities required to mitigate the threat as deemed necessary by the final hydrology, provided on-site debris facilities do not alter the master development plan. |
13 MONROVIA NURSERY SPECIFIC PLAN
Figure 8: Street Design—Streets "A, B, E, F, G" (North) and "B, C, D, E, F, G"(South) and West Danton Drive |
The bottom portion of Detention Basin G-1 will be used for infiltration or extended detention (water quality benefits), limited to streets in close proximity to the basin. |
• | Existing 8″ Ductile Iron Pipe in Sierra Madre Avenue |
• | Existing 20″ Ductile Iron Pipe in Sierra Madre Avenue |
• | Existing 30″ Ductile Iron Pipe in Sierra Madre Avenue |
• | Existing 8″ in Yucca Ridge Road |
• | Existing 30″ in Yucca Ridge Road (High pressure Transmission Main) |
• | Existing 6″ in Foxglove Court |
• | Existing 6″ in Leadora Avenue |
• | Existing 30″ in Leadora Avenue (High pressure Transmission Main) |
• | Existing 6″ in Donington Street |
• | Existing 6″ in Calera Avenue |
• | Existing 6″ in Baldy Vista Avenue |
• | Existing 6″ in Milton Drive |
• | Existing 6″ in Oakbank Drive |
• | Existing 6″ in Danton Drive |
• | Existing 8″ in Barranca Avenue |
• | Existing 8″ Sewer in Yucca Ridge Road |
• | Existing 8″ Sewer in Sierra Madre Avenue |
• | Existing 8″ Sewer in Leadora Avenue |
• | Existing 8″ Sewer in Calera Avenue |
• | Existing 8″ Sewer in Donington Street |
• | Existing 8″ Sewer in Baldy Vista Avenue |
• | Existing 8″ Sewer in Milton Drive |
• | Existing 8″ Sewer in Danton Drive |
• | Existing 8″ Sewer Southerly along the Existing Covina Canal Alignment, from West Danton Drive to Oakbank Drive |
• | Existing 8″ Sewer in Oakbank Drive |
• | Existing 8″ Sewer in Barranca Avenue from Leadora Avenue to Milton Drive |
TABLE 1 | ||
|---|---|---|
LAND USE | FACTOR (gpd) | UNITS |
Residential | 250 | Per dwelling unit |
TABLE 2 | |||||||
|---|---|---|---|---|---|---|---|
LAND USE | UNITS | FACTOR (gpd) | UNIT | AVG. FLOW (gpd) | PEAK FLOW (gpd)1 | PEAK FLOW (gpd)2 | PEAK FLOW (cfs) |
Residential | 129* | 250 | du | 32.637 | 37 | 56 | 0.1241 |
Notes: | |
|---|---|
* | Currently 124 residential units are proposed. Sewer flow calculation based on September 18, 2007 report prepared by RBF. |
1 | Based on residential peak factor =1.66 per 2006 sewer master plan. |
2 | Based on inflow and infiltration factor of 50% average daily flow per 2006 sewer master plan. |
Account for the Setbacks of Existing Homes. Take into account the setbacks established by existing homes. The 25-foot front yard setback is the minimum that shall be maintained, but it can be exceeded (within reason) out of respect for the established block face setback. |
BOTANICAL NAME | COMMON NAME | COMMENTS |
|---|---|---|
TREES | ||
ALNUS RHOMBIFOLIA | ALDER | STANDARD/LOW BRANCH |
CELTIS X "FOREST PANSY" | EASTERN REDBUD | STANDARD |
CINNAMOMUM CAMPHORA | CAMPHOR TREE | STANDARD/MULTI |
HETEROMELES ARBUTIFOLIA | TOYON | LOW BRANCH |
LAGERSTROEMIA "MUSKOGEE" | CRAPE MYRTLE | STANDARD/MULTI |
LAGERSTROEMIA "GLENDORA WHITE" | CRAPE MYRTLE | STANDARD/MULTI-BRANCHED |
MAYTENUS BOARIA | MAYTEN TREE | LOW BRANCH |
PLATANUS ACERFOLIA | LONDON PLANE TREE | STANDARD "BLOODGOOD" MULTI |
PRUNUS CAROLINIANA-COLUMN | LAUREL CHERRY | COLUMN |
QUERCUS AGRIFOLIA | COAST LIVE OAK | LOW BRANCH/ STANDARD |
VINES | ||
FICUS PUMILA | CREEPING FIG | |
ROSA "ALTISSIMO" | CLIMBING RED ROSE ESPALIER | |
GROUND COVERS | ||
BACCHARIS PILULARIS "TWIN PEAKS" | DWARF COYOTE BRUSH | |
FESTUCA OVINA GLAUCA | BLUE FESCUE | |
HYPERICUM CALYCINUM | ST. JOHN'S WORT | |
SENECIO SEPEN | LUE CHALKSTICK | |
PENNISETUM ALOPECUROIDES "LITTLE BUNNY" | DWARF FOUNTAIN GRASS | |
TURF | ||
SEA DWARF SEASHORE PASPALUM | SEA DWARF TURF | |
ALOHA SEASHORE PASPALUM | ALOHA SEASHORE TURF | |
SHRUBS | ||
AGAVE AMERICANA | CENTURY PLANT | |
ANIGOZANTHOSX BUSH RANGER | DWARF KANGAROO PAW | |
ARCTOSTAPHYLOS "PACIFIC MIST" | MANZANITA | |
ARMERIA MARTIMA | SEA PINK | |
CARISSA "TUTTLEI" | NATAL PLUM | |
CAREX BUCHANII | LEATHER LEAF SEDGE | |
CEANOTHUS "YANKEE POINT" | CEANOTHUS | |
CORDYLINEX "ELECTRIC PINK" | ELECTRIC PINK COUDYLINE | |
EUONYMUS GRANDIFOLIA | EUONYMUS | |
HEBE "VERONICA LAKE" | HEBE | |
HELICTOTRICHON SEMPERVIRENS | BLUE OAT GRASS | |
JUNIPERUS SABINA "BROADMOOR" | BROADMOOR JUNIPER | |
LAVATERA ASSURGENTIFLORA | TREE MALLOW | |
LIGUSTRUM TEXANUM | WAX-LEAF PRIVET | |
LOROPETALUM CHINENSE "RAZZLEBERRY" | LOROPETALUM | |
MAHONIA REPENS | CREEPING MAHONIA | |
MUHLENBERGIA RIGENS | DEER GRASS | |
MYRICA CALIFORNICA | PACIFIC WAX MYRTLE | |
PENSTEMON "APPLE BLOSSOM" | PINK BORDER PENSTEMON | |
PITTOSPORUM TENUIFOLIUM | BLACK STEM PITT. | |
PYRACANTHA "SANTA CRUZ" | PYRACANTHA | |
RHAPHIOLEPIS "PINK LADY" | INDIAN HAWTHORN | |
ROSA "MOON DANCE" | MOON DANCE WHITE ROSE | |
SALVIA GREGGII "ALBA" | WHITE SALVIA | |
WESTRINGIA FRUTICOSA "SMOKEY" | COAST ROSEMARY | |
YUCCA WHIPPLEI | OUR LORD'S CANDLE | |
• | During the approval of any CEQA document. |
• | During the review and approval of subsequent development permits and use permits. |
• | During the review of working drawings, and prior to the issuance of grading or building permits. |
• | Prior to the issuance of a Certificate of Occupancy for any building within the specific plan area. |
• | Prior to the recording of any parcel map or final map within the specific plan boundaries. |
In the event the final hydrology study identifies that any part of the site is subject to flooding or debris flows, the developer shall install temporary or permanent facilities required to mitigate the threat as deemed necessary by the final hydrology, provided on-site debris facilities do not alter the master development plan. |