North W. Dunne Ave Project Site Monterey Rd Spring Ave Cosmo Ave Railroad Ave E. Dunne Ave W. Main Ave Butterfield Blvd. TBM SIDEWALK MOST SOUTHERL SIDE OF SPRING AVENUE LOCATED ON CUT "X" ON ELEV = 360.64' SPRING AVENUE APN: 767-11-050 APN: 767-11-053 APN: 767-11-052 APN: 767-11-048 APN: 767-11-047 APN: 767-11-046 APN: 767-11-045 APN: 767-01-031 TRACT NO. 6771 SPRING HILL PATIO HOMES APN: 767-01-031 APN: 767-01-032 HIDDEN MEADOW TRACT NO. 7528 X X X X LONE HILL DRIVE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Open Space A Open Space B Open Space C Private Driveway Private Driveway To Barnell Ave. vicinity map: North L:\Projects\Bill\98043 MC 19\dwg\98043 DR Exhibit 01-Cover Sheet.dwg - 4/30/2021 1:27 PM - Plotted 4/30/2021 1:30 PM by Raman Saini JOB NO. OF 16075 Vineyard Boulevard Morgan Hill, CA 95037 DATE: SCALE: DRAWN BY: CHECKED BY: Xrefs: 98043 lo new; 98043 LO existing; 98043 Geomap Image; 98043 Vicinity Map; 98043 Parcels; 98043.MS19 Points; 98043 Points State Plane; 98043 BND SHEET 98043 DR-01 4 SPRING VIEW TITLE SHEET 04/21 1"=30' RS WJM GENERAL INFORMATION 1. PROPOSED CONTOURS, GRADES, AND PAD ELEVATIONS IN THIS PLAN SET ARE PRELIMINARY AND SUBJECT TO CHANGE DURING FINAL DESIGN. 2. BOUNDARY SHOWN HEREIN IS BASED ON RECORD DATA. ADDITIONAL SURVEY IS RECOMMENDED. 3. LOT NUMBERS ARE FOR IDENTIFICATION PURPOSES ONLY AND ARE NOT INTENDED AS FINAL. 4. ALL GRADING WILL BE DONE IN CONFORMANCE WITH THE RECOMMENDATIONS AND CONDITIONS OF THE GEOTECHNICAL ENGINEER, THE CITY OF MORGAN HILL STANDARDS AND SPECIFICATIONS, AND APPLICABLE REPORTS REGARDING THIS PROJECT. 5. PROJECT LIES ENTIRELY WITHIN FLOOD ZONE X, AREA X DEFINED AS, "AREAS OF 0.2% CHANCE OF FLOOD; AREAS OF 1% CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD" (FIRM MAP NUMBER 06085C0444H, EFFECTIVE DATE MAY 18, 2009). 6. PROPOSED CONTOURS, GRADES, AND PAD ELEVATIONS IN THIS PLAN SET ARE PRELIMINARY AND SUBJECT TO CHANGE DURING FINAL DESIGN. 7. THE UTILITY PIPE SIZES AND CONNECTIONS SHOWN ON THIS MAP ARE PRELIMINARY AND ARE SUBJECT TO CHANGE. 8. PROPOSED STORM DRAIN AND RETENTION SYSTEM IS PRELIMINARILY DESIGNED TO ACCOMMODATE STORAGE FOR RUNOFF RETENTION AS REQUIRED BY THE CENTRAL COAST RWQCB. 9. EXISTING TOPOGRAPHY IS BASED ON GROUND TOPOGRAPHIC SURVEY BY MH ENGINEERING CO., DATED MAY 20, 2020. 10. EXISTING MONITORING WELL TO BE CAPPED PER SANTA CLARA VALLEY WATER DISTRICT REQUIREMENTS. 11. CONDOMINIUMS IMPLEMENT TOWN HOME STANDARDS SHOWN IN CODE SECTION 18.40, TABLE 18.40-2. LOTTING SCHEME SHOWN IS PRELIMINARY AND MAY BE REFINED IN THE FUTURE. 12. ALL ABOVE-GROUND ON-SITE DRY UTILITIES TO REMAIN SHALL BE PLACED UNDERGROUND. 13. INDIVIDUAL RESIDENTIAL UNITS IN THIS PLAN SET ARE SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. PROJECT DATA THIS IS A RESIDENTIAL PROJECT CONSISTING OF 23 NEW HOMES OF TWO OWNERSHIP HOUSING TYPES: · 18 DUETS · 5 SINGLE FAMILY DETACHED IN-TRACT IMPROVEMENTS CONSIST OF THE FOLLOWING ELEMENTS: · PRIVATE CIRCULATION NETWORK INCLUDING STREETS AND EVA. · ACTIVE AND PASSIVE OPEN SPACE AND AMENITIES, AND TOT LOT. SEE COMPANION DESIGN REVIEW PERMIT PLAN SET FOR ALL AMENITIES. · CURB-SIDE AND BAY SHARED PARKING. OFF-SITE IMPROVEMENTS CONSIST OF THE FOLLOWING: · SPRING AVENUE HALF STREET IMPROVEMENTS INCLUDING WATER MAIN, CURB, GUTTER, SIDEWALK AND RESURFACING. CURB/GUTTER/SIDEWALK IMPROVEMENT ON THE WESTERLY (PROJECT) SIDE OF THE STREET. · SEE TENTATIVE MAP PLANS FOR LIMITS OF PROPOSED STREET IMPROVEMENTS. SITE DATA SUBJECT PARCELS: CURRENT LAND USE: ZONING: GENERAL PLAN: PROPOSED LAND USE: BUILDOUT TABULATION: GROSS AREA PRIVATE RIGHT OF WAY PUBLIC RIGHT-OF-WAY DEDICATION NET AREA UTILITIES: WATER SANITARY SEWER STORM DRAIN GAS & ELECTRIC TELEPHONE PRELIMINARY EARTHWORK SUMMARY (APPROX.): CUT FILL NET APN: 767-11-030 RESIDENTIAL RAL RAL (6-16 DU/AC) RESIDENTIAL 2.686 AC 0.555 AC 0 AC 2.131 AC CITY OF MORGAN HILL CITY OF MORGAN HILL CITY OF MORGAN HILL PG&E VERIZON 1,500 CY 3,836 CY 2,336 CY (IMPORT) CONTACT INFORMATION: APPLICANT/OWNER: Joe & Sheila Giancola 2290-A Cochrane Road Morgan Hill, CA 95037 CIVIL ENGINEER: MH ENGINEERING 16075 VINEYARD BLVD. MORGAN HILL, CA 95037 (408) 779-7381 [email protected]PLANNER: DEVELOPMENT PROCESS CONSULTANTS 220 LIVE OAK DRIVE DANVILLE, CA 94506 (408) 421-2695 [email protected]LANDSCAPE ARCHITECT: RIPLEY DESIGN GROUP, INC. 1615 BONANZA ST., SUITE 314 WALNUT CREEK, CA 94596 (925) 938-9377 DESIGN REVIEW PERMIT SPRING VIEW MORGAN HILL, SANTA CLARA COUNTY, CALIFORNIA LEGEND Proposed Existing Description Project Property Boundary Property Line Centerline Curb and Gutter Emergency Vehicle Access Easement EVAE Ingress/Egress Easement IEE Private Storm Drainage Easement PSDE Public Service Easement PSE Underground Storm Drain Storage SHEET INDEX Spot Elevation 363.00 (363.00) Contours 363 (363) 1. 2. 3. 4. TITLE SHEET EXISTING CONDITIONS COMPLIANCE EXHIBIT DEVELOPMENT STANDARDS DESIGN REVIEW PERMIT
4
Embed
North APN: 767-11-045 APN: 767-11-046 APN: 767-11-047 ...
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Transcript
North
W. Dunne Ave
Project Site
Monterey RdSpring Ave
Cosmo Ave
Railroad Ave
E. Dunne AveW. Main Ave
ButterfieldBlvd.
TBM
SIDEWALK MOST SOUTHERLYSIDE OF SPRING AVENUE
LOCATED ON CUT "X" ON
ELEV = 360.64'
SPRI
NG A
VENU
E
APN:
767
-11-
050
APN:
767
-11-
053
APN:
767
-11-
052
APN:
767
-11-
048
APN:
767
-11-
047
APN:
767
-11-
046
APN:
767
-11-
045
APN:
767
-01-
031
TRAC
T NO
. 677
1
SPRING HILL PATIO HOMES
APN: 767-01-031
APN: 767-01-032
HIDD
EN M
EADO
W
TRACT NO. 7528
XX X
X
LONE HILL DRIVE
123456789101112
13 14 15 16 17 18 19 20 21 22 23
Open Space A
Open Space B
Open Space C
Private Driveway
Priv
ate
Driv
eway
To B
arne
ll A
ve.
vicinity map:
North
L:\P
roje
cts\
Bill
\980
43 M
C 1
9\dw
g\98
043
DR
Exh
ibit
01-C
over
She
et.d
wg
- 4/3
0/20
21 1
:27
PM
- P
lotte
d 4/
30/2
021
1:30
PM
by
Ram
an S
aini
JOB NO.
OF
1607
5 V
iney
ard
Bou
leva
rdM
orga
n H
ill, C
A 9
5037
DA
TE:
SC
ALE
:
DR
AW
N B
Y:
CH
EC
KE
D B
Y:
Xre
fs: 9
8043
lo n
ew; 9
8043
LO
exi
stin
g; 9
8043
Geo
map
Imag
e; 9
8043
Vic
inity
Map
; 980
43 P
arce
ls; 9
8043
.MS
19 P
oint
s; 9
8043
Poi
nts
Sta
te P
lane
; 980
43 B
ND
SHEET
98043DR-01
4
SPR
ING
VIE
WTI
TLE
SHEE
T04
/21
1"=3
0' RS
WJM
GENERAL INFORMATION1. PROPOSED CONTOURS, GRADES, AND PAD ELEVATIONS IN THIS PLAN SET ARE PRELIMINARY AND SUBJECT TO CHANGE
DURING FINAL DESIGN.
2. BOUNDARY SHOWN HEREIN IS BASED ON RECORD DATA. ADDITIONAL SURVEY IS RECOMMENDED.
3. LOT NUMBERS ARE FOR IDENTIFICATION PURPOSES ONLY AND ARE NOT INTENDED AS FINAL.
4. ALL GRADING WILL BE DONE IN CONFORMANCE WITH THE RECOMMENDATIONS AND CONDITIONS OF THE GEOTECHNICALENGINEER, THE CITY OF MORGAN HILL STANDARDS AND SPECIFICATIONS, AND APPLICABLE REPORTS REGARDING THISPROJECT.
5. PROJECT LIES ENTIRELY WITHIN FLOOD ZONE X, AREA X DEFINED AS, "AREAS OF 0.2% CHANCE OF FLOOD; AREAS OF 1% CHANCEFLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREASPROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD" (FIRM MAP NUMBER 06085C0444H, EFFECTIVE DATE MAY 18, 2009).
6. PROPOSED CONTOURS, GRADES, AND PAD ELEVATIONS IN THIS PLAN SET ARE PRELIMINARY AND SUBJECT TO CHANGEDURING FINAL DESIGN.
7. THE UTILITY PIPE SIZES AND CONNECTIONS SHOWN ON THIS MAP ARE PRELIMINARY AND ARE SUBJECT TO CHANGE.
8. PROPOSED STORM DRAIN AND RETENTION SYSTEM IS PRELIMINARILY DESIGNED TO ACCOMMODATE STORAGE FOR RUNOFFRETENTION AS REQUIRED BY THE CENTRAL COAST RWQCB.
9. EXISTING TOPOGRAPHY IS BASED ON GROUND TOPOGRAPHIC SURVEY BY MH ENGINEERING CO., DATED MAY 20, 2020.
10. EXISTING MONITORING WELL TO BE CAPPED PER SANTA CLARA VALLEY WATER DISTRICT REQUIREMENTS.
11. CONDOMINIUMS IMPLEMENT TOWN HOME STANDARDS SHOWN IN CODE SECTION 18.40, TABLE 18.40-2. LOTTING SCHEMESHOWN IS PRELIMINARY AND MAY BE REFINED IN THE FUTURE.
12. ALL ABOVE-GROUND ON-SITE DRY UTILITIES TO REMAIN SHALL BE PLACED UNDERGROUND.
13. INDIVIDUAL RESIDENTIAL UNITS IN THIS PLAN SET ARE SHOWN FOR ILLUSTRATIVE PURPOSES ONLY.
PROJECT DATATHIS IS A RESIDENTIAL PROJECT CONSISTING OF23 NEW HOMES OF TWO OWNERSHIP HOUSINGTYPES:· 18 DUETS· 5 SINGLE FAMILY DETACHED
IN-TRACT IMPROVEMENTS CONSIST OF THE FOLLOWINGELEMENTS:
· PRIVATE CIRCULATION NETWORK INCLUDING STREETSAND EVA.
· ACTIVE AND PASSIVE OPEN SPACE AND AMENITIES,AND TOT LOT. SEE COMPANION DESIGN REVIEW PERMITPLAN SET FOR ALL AMENITIES.
· CURB-SIDE AND BAY SHARED PARKING.OFF-SITE IMPROVEMENTS CONSIST OF THE FOLLOWING:
· SPRING AVENUE HALF STREET IMPROVEMENTS INCLUDINGWATER MAIN, CURB, GUTTER, SIDEWALK AND RESURFACING.CURB/GUTTER/SIDEWALK IMPROVEMENT ON THEWESTERLY (PROJECT) SIDE OF THE STREET.
· SEE TENTATIVE MAP PLANS FOR LIMITS OF PROPOSEDSTREET IMPROVEMENTS.
SITE DATASUBJECT PARCELS:CURRENT LAND USE:ZONING:GENERAL PLAN:PROPOSED LAND USE:BUILDOUT TABULATION:GROSS AREAPRIVATE RIGHT OF WAYPUBLIC RIGHT-OF-WAY DEDICATIONNET AREAUTILITIES:WATERSANITARY SEWERSTORM DRAINGAS & ELECTRICTELEPHONEPRELIMINARY EARTHWORKSUMMARY (APPROX.):CUTFILLNET
ACCESSORY DWELLING UNITS COMPLY WITH MHMC CHAPTER 18.84
A1A2
SITE PLANNING
COMPLIES WITH APPLICABLE ZONING
ORIENTATION TO AN EXISTING STREET (COLLECTOR OR ARTERIAL)
INTERSECTION SIGHT DISTANCE/CLEAR VISION TRIANGLESOUND WALLS INCORPORATED INTO PROJECT DESIGN PER ACOUSTICALREPORTPROJECT COMPLIES WITH AGRICULTURAL BUFFER CRITERIA
ON-SITE RECREATIONAL AMENITIES ARE PROVIDED PER SIZE/TIER TABLELANDSCAPING AND IRRIGATION PLANS COMPLY WITH MHMC CHAPTER18.148LANDSCAPING PLAN COMPLIES WITH MHMC SECTION 18.64.040COMPLIANCE WITH WILDLAND-URBAN INTERFACE FIRE AREAGUIDELINESTREES TO BE REMOVED (MHMC CHAPTER 12.32) ARE IDENTIFIED FORMITIGATION + APPLICATION IS MADE FOR TREE REMOVAL PERMITUSEABLE PRIVATE AND COMMON OPEN SPACE MEET BY-UNIT TYPEMINIMUM AREA
A3A4A5A6
A7A8A9
A10A11
A12
A13
PARKING IMPROVEMENTS
ON-SITE PARKING PROVIDED PER MHMC 18.72.030
PARKING DESIGN/STANDARDS COMPLY WITH MHMC 18.72.060MULTI-FAMILY PARKING DISPERSED THROUGHOUT PROJECT ANDSCREENED FROM STREETSMULTI-FAMILY PROJECTS (5+ UNITS) PROVIDE BICYCLE PARKING PERMHMC 18.72.080PROJECTS WITH 6+ SPACES, LIGHTING INFORMATION IS PROVIDED PERMHMC 18.72.060.GPROJECTS WITH 6+ SPACES DEMONSTRATE PARKING LOT SCREENINGAND LANDSCAPING PER MHMC SECTIONS 18.72.060.I AND 18.72.070PARKING LOTS WITH 30+ SPACES INCLUDE A PEDESTRIAN WALKWAY PERMHMC 18.72.060.HPARKING LOTS WITH 25+ SPACES INCLUDE EV SPACES PER MHMCSECTION 18.72.040.C
A14A15A16
A17
A18
A19
A20
A21
ARCHITECTURAL DESIGN FEATURES50% OF HOMES FACING A STREET OR COMMON INTERIOR COURTYARDINCLUDE A FRONT PORCH (5'X6' MIN)25% OF HOMES FACING A STREET, ALLEY OR COMMON INTERIORCOURTYARD INCLUDE A BALCONY (4'X6' MIN)ALL FENCES AND WALLS DESIGNED FOR SCREENING PURPOSES SHALL BEOF SOLID MATERIAL360° ARCHITECTURE: PROJECT INCLUDES AT LEAST TWO DETAILSIDENTIFIED IN OBJECTIVE CRITERIA CHECKLISTEXTERIOR TREATMENTS AND MATERIALS: PROJECT INCLUDES AT LEASTTWO MATERIALS ON ANY BUILDING FACADE PER OBJECTIVE CRITERIACHECKLIST
A22
A23
A24
A25
A26
ARCHITECTURAL DESIGN FEATURES
ROOF LINES INCLUDE TWO VARYING ROOF HEIGHTS AND TYPESBUILDING BULK IS MINIMIZED BY IMPLEMENTING AT LEAST TWO DESIGNMEASURES PER OBJECTIVE CRITERIA CHECKLISTMAXIMUM NUMBER OF UNITS: 7 PER SINGLE FAMILY ATTACHEDSAMPLE COLOR PALETTE COMPLIES WITH OBJECTIVE CRITERIACHECKLISTWINDOW DESIGN COMPLIES WITH OBJECTIVE CRITERIA CHECKLIST
MIRRORED GLAZING NOT INCLUDED IN PROJECTPHOTOMETRIC PLAN COMPLIES WITH EXTERIOR LIGHTING ANDILLUMINATION STANDARDSEXTERIOR MECHANICAL AND ELECTRICAL EQUIPMENT SHALL BESCREENED OR INCORPORATED INTO SITE/BUILDING DESIGNPARKING GARAGES PROMINENCE MITIGATED BE AT LEAST ONEMITIGATION PER OBJECTIVE CRITERIA CHECKLISTGARAGE DOORS INCLUDE ARCHITECTURAL ELEMENTS THATCOMPLIMENT THE MAIN BUILDINGDETACHED SINGLE FAMILY PROJECTS PAVED/IMPERVIOUS SURFACES DONOT EXCEED 50%+ OF THE FRONT AND STREET SIDE AREASDECORATIVE PAVEMENT DESIGN TOTALS AT LEAST 10% OF THE PAVEDAND/OR LANDSCAPED AREAROOF ELEMENTS OF A MULTI-FAMILY PROJECT IS DESIGNED SUCH THATNO MORE THAT TWO SIDE-BY-SIDE UNITS ARE COVERED BY ONEUNARTICULATED ROOF.BUILDINGS 3+ STORIES SHALL INCLUDE MASSING BREAKS PER THEOBJECTIVE STANDARDS CRITERIABUILDINGS 3+ STORIES TO PROVIDE GROUND-FLOOR ELEVATIONSDISTINCTIVE FROM OTHER STORIES PER OBJECTIVE STANDARDSCRITERIADETAILED TRASH ENCLOSURE PLANS PROVIDED FOR MULTI-FAMILYPROJECTS THAT COMPLY WITH OBJECTIVE STANDARDS CRITERIA
A27A28
A29A30
A31A32A33
A34
A35
A36
A37
A38
A39
A40
A41
A42
A. DEVELOPMENT SERVICES REQUIREMENTS
B. ENGINEERING - LAND DEVELOPMENT REQUIREMENTS
SITE PLANNINGPROJECTS ADJACENT TO ARTERIAL STREETS DO NOT INCLUDE WALLSOR FENCES UNLESS REQUIRED BY ACOUSTICAL ANALYSIS +MEDIANLANDSCAPINGPUBLIC AND PRIVATE STREETS ARE CONSISTENT WITH GPTRANSPORTATION ELEMENT AND STANDARD DETAILSUTILITY TRANSFORMERS ARE INSTALLED UNDERGROUND UNLESSPRECLUDED BY PHYSICAL LIMITATIONS + P.S.E.'S ARE PROVIDEDUTILITY DISTRIBUTION AND SERVICE CONNECTIONS ARE PLACEDUNDERGROUNDWATER METERS ARE LOCATED IN A PUBLIC RIGHT OF WAY OR P.S.E.
CATEGORY 1 OR 2 STREAM SETBACKS ARE INCLUDED IN THE PROJECTA 5' PLANTING STRIP (WITH IRRIGATION) IS PROVIDED BETWEEN CURBAND SIDEWALK
B43
B44
B45
B46
B47B48B49
PEDESTRIAN, BICYCLE AND TRANSIT IMPROVEMENTSNEW STREET ALIGNS AND CONNECTS TO EXISTING STREETSINTERSECTING WITH PROJECT BOUNDARYNEW STREETS EXTEND TO ADJOINING UNDEVELOPED LAND + PUBLICACCESS EASEMENTS ARE PROVIDEDPROJECT PROVIDES OFF-STREET BICYCLE AND PEDESTRIANCONNECTIONS IN ACCORDANCE WITH THE BIKEWAYS, TRAILS, PARKSAND RECREATION MASTER PLAN.STREETS INCLUDE DESIGN ELEMENTS FROM THREE DIFFERENTCATEGORIES OF COMPLETE STREET DESIGN ELEMENTSMULTI-FAMILY: PROJECT INCLUDES AT LEAST TWO ENHANCED BICYCLEAND PEDESTRIAN IMPROVEMENTS CONSISTENT WITH OBJECTIVECRITERIA CHECKLISTINTERNAL PEDESTRIAN CONNECTIONS ARE PROVIDED
CONTINUOUS SIDEWALKS ARE PROVIDED ON BOTH SIDES OF STREETS
B50
B51
B52
B53
B54
B55
B56
MUNICIPAL INFRASTRUCTUREWATER SYSTEM PROVIDES LOCAL DISTRIBUTION AND COMPLIES WITHSTANDARD DETAILS AND DESIGN STANDARDSWASTEWATER SYSTEM PROVIDES LOCAL DISTRIBUTION AND COMPLIESWITH STANDARD DETAILS AND DESIGN STANDARDSSTORM DRAIN SYSTEM DESIGNED TO MEET THE NEEDS OF A 10-YEAREVENT; DETENTION SIZED FOR A 25-YEAR EVENT; STREETS FOR A100-YEAR EVENTPROJECT COMPLIES WITH CALIFORNIA REGIONAL WATER QUALITYCONTROL BOARD CENTRAL COAST REGION REQUIREMENTSPROJECTS IN A FLOOD PLAIN COMPLY WITH MHMC CHAPTER 15.80BROADBAND CONNECTIVITY IS INSTALLED PER OBJECTIVE STANDARDSCHECKLIST
DUETSAlternative Standards for Medium Density Residential Development (18.40-2)
MetricLot Area (sqft)Lot Width (min)Lot Depth (min)Lot Coverage (max)FAR (max)Height (max)Setbacks (min)FrontInterior SideStreet SideRearPrivate Open SpaceCommon Open Space
Standard3,00030'85'50%n/a30'
10'3'6'10'300 sqft175 sqft
Complianceyesyesyesyesn/ayes
yesyesyesyesyesyes
Single Family DetachedResidential Detached High Density District development Standards(18.16-4)
MetricLot Area (min)Sigle-family detached lotsCorner single-family detached lotsLot Width (min)Lots less than 5,000 sqftLots 5,000 sqft or greaterLot Coverage (max)FAR (max)Height (max)Setbacks (min)Front first storyFront upper storiesInterior side first storyInterior side upper storiesStreet SideRear
Standard
4,500 sqft5,000 sqft
40'50'n/a52%35'
15'20'10% of lot width15% of lot width9'15'
Compliance
yesyes
yesyesn/ayesyes
yesyesyesyesyesyes
DE
SIG
N R
EV
IEW
PE
RM
IT
Spring View Lot Matrix MH Project # 98043
Lot No. PlanLot Area
(SF)Lot Width
(Ft.)Lot Depth
(Ft.)Floor Area
(SF) FAR (%) BuildingEnvelope (SF)
Lot Coverage(%)
Setbacks (Ft.) Private Open Space(SF)Front Rear Side (Left) Side (Right)