T 1118 N. ANZA STREET TOWNHOMES TENTATIVE MAP TENTATIVE MAP & PRELIMINARY GRADING PLAN COUNTY OF SAN DIEGO TRACT: TM-5628 1118 N. ANZA STREET TOWNHOMES COUNTY OF SAN DIEGO TRACT: PDS2018-TM-5628; PDS2018-REZ-18-003 SHEET 1 OF 4 PLANNING ENGINEERING SURVEYING 3990 Ruffin Road, Suite 120 San Diego, Ca. 92123 858-560-1141 858-560-8157 Fax TM 73760.10
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T
1118 N. ANZA STREET TOWNHOMES
TENTATIVE MAP
TENTATIVE MAP & PRELIMINARY GRADING PLAN
COUNTY OF SAN DIEGO TRACT: TM-5628
1118 N. ANZA STREET TOWNHOMES
COUNTY OF SAN DIEGO TRACT: PDS2018-TM-5628; PDS2018-REZ-18-003
SHEET 1 OF 4
PLANNING ENGINEERING SURVEYING3990 Ruffin Road, Suite 120San Diego, Ca. 92123858-560-1141858-560-8157 FaxTM 73760.10
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SCALE: 1" =
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40'
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STEPHEN C. OTT P.E. C70666 DATE
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LOT LINE
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CURB AND GUTTER
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STREET CENTERLINE
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PROJECT BOUNDARY
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SIDEWALK
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DIRECTION OF DRAINAGE
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CUT
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FILL
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DAYLIGHT LINE
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R.C.P. STORM DRAIN
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WATER MAIN
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CURB INLET
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FINISH SURFACE SPOT ELEVATION
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EXISTING CONTOUR
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540.0 F.S.
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290
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EXISTING GAS
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EXISTING SEWER MAIN
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EXISTING WATER MAIN
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EXISTING CURB AND GUTTER
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EXISTING STRIPING
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540.0 F.G.
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FINISH GRADE SPOT ELEVATION
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INVERT ELEVATION
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540.0 I.E
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SLOPE (2:1 MAX., U.O.N.)
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EXISTING ELECTRIC OVERHEAD
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EXISTING FENCE
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TOP OF CURB ELEVATION
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540.0 T.C.
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STREET LIGHT
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FIRE HYDRANT
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FLOWLINE ELEVATION
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540.0 F
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EXISTING TYPE "B-1" CURB INLET
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STORM DRAIN CULVERT
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STORM DRAIN MANHOLE
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SEWER MAIN
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PROPOSED CONTOUR
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200
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13
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540.0 S.G.
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SUBGRADE ELEVATION
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RETAINING WALL
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540.0 T.W.
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TOP OF WALL ELEVATION
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EASEMENT LINE
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540.0 F.F.
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FINISHED FLOOR ELEVATION
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UNIT NUMBER
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EXISTING STREET LIGHT
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EXISTING FIRE HYDRANT
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EXISTING RECLAIMED WATER MAIN
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SEWER MANHOLE
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STORM DRAIN HEADWALL
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RIP-RAP
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7
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NUMBER OF PARKING SPACES
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%%ULEGEND
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540.0 T.F.
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TOP OF FOOTING ELEVATION
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1.
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2.
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3.
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L
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3M
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"M" INDICATES MOTORCYCLE PARKING
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%%UGENERAL INFORMATION
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%%ULEGAL DESCRIPTION
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PARCEL 1: APN NO. 484-092-31 PARCEL 2: APN NO. 484-092-33 PARCEL 3A: APN NO. 484-092-34 PARCEL 4A: APN NO. 484-092-35 THAT PORTION OF LOT 12, IN BLOCK 3 OF THE SUBDIVISION OF THE "S" TRACT OF EL CAJON RANCHO, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP NO. 292, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, FEBRUARY 14, 1883. PARCEL 5: APN NO. 484-292-01 THE NORTH HALF OF LOT 8, IN BLOCK B, BOSTONIA ACRES ADDITION, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAO THEREOF NO. 2126, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO, AUGUST 8, 1928.
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%%UTOPOGRAPHIC SOURCE
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TOPOGRAPHIC INFORMATION SHOWN HEREON IS BY PHOTOGRAMMETRIC METHODS. PHOTOGRAMMETRY PROVIDED BY INLAND AERIAL SURVEYS, INC. PROJECT NO. 18-11117. THE TOPOGRAPHY WAS COMPILED FROM AERIAL PHOTOGRAPHY DATED 03-01-18.
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CITY OF EL CAJON NO. 33 STANDARD BM T/C SOUTH END CURB RETURN AT SE CORNER BROADWAY & MOLLISON. NAVD 1988 ELEVATION = 443.423'
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%%UPROPERTY OWNER
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HALL LAND COMPANY INC. 740 LOMAS SANTE FE DRIVE, SUITE 204 SAN DIEGO, CALIFORNIA 92075
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%%UCONDOMINIUM STATEMENT
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THIS A MAP OF A CONDOMINIUM PROJECT AS DEFINED IN SECTION 1350 OF THE STATE OF CALIFORNIA CIVIL CODES. THE MAXIMUM OF DWELLING UNITS IS 39.
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TOTAL
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= 3.18 ACRES.
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DESCRIPTION
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AREA (AC.)
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3.18
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BUILDINGS
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PRIVATE STREET / WALKS
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PRIVATE DRIVEWAYS
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1.12
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0.68
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1.09
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%%UAREAS
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GROSS AREA:
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0.29
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LANDSCAPE
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%%USLOPE ANALYSIS OF DISTURBED
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%%UAREAS
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0% TO 15% 15% TO 25% 25% TO 50% 50% TO 100%
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= 3.18 ACRES.
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=
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=
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=
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UNIT TYPE
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NO. OF BEDROOMS
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PLAN 1
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PLAN 2
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3
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4
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NO. OF UNITS
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24
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15
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%%UPARKING
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3-4 BEDROOM UNITS:
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= 2.0 x 39 = 78
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= 0.2 x 39 = 8
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GUEST PARKING:
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2.0 SPACES/D.U.
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0.2 SPACES/D.U.
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TOTAL REQUIRED
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= 86
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PROVIDED GARAGE PARKING:
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2.0 SPACES/D.U. = 78
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PROVIDED DRIVEWAY PARKING:
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2.0 SPACES/D.U. = 78
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PROVIDED OPEN SPACE GUEST PARKING
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= 10
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TOTAL REQUIRED
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= 166
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ACCESSIBLE PARKING SPACES:
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REQUIRED = 2
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PROVIDED = 2
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BICYCLE PARKING SPACES:
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REQUIRED 0.5/D.U.
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0.5 x 39 = 20
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CENTERLINE
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FINISHED GRADE
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EXISTING
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C
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L
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F.G.
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EXIST.
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R/W
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RIGHT-OF-WAY
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TYP.
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TYPICAL
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MINIMUM
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MIN.
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TOP OF CURB
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T.C.
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FINISHED FLOOR
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F.F.
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ACRE
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AC.
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PROPERTY LINE
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P
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L
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POWER POLE
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P.P.
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SEWER MANHOLE
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S.M.H.
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SEWER CLEANOUT
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S.C.O.
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G.F.F.
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EDGE OF PAVEMENT
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E.P.
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DIAMETER
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DIA.
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E.O.E.
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SQUARE FEET
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S.F.
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LOW POINT
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L.P.
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UNLESS OTHERWISE NOTED
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U.O.N.
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SUBGRADE
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S.G.
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CATCH BASIN
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C.B.
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STORM DRAIN CLEANOUT
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S.D.C.O.
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BUILDING
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BLDG.
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BOTTOM
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BOT.
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%%UGRADING TABULATIONS
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%%ULIST OF ABBREVIATIONS
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TO BE DETERMINED
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T.B.D.
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GARAGE FINISHED FLOOR ELEVATION
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EXISTING OVERHEAD ELECTRIC
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TOTAL NUMBER OF PROPOSED UNITS = 39 RESIDENTIAL CONDOMINIUM UNITS.
( CONTACT FIRE PROTECTION DISTRICT FOR ADDITIONAL SETBACK REQUIREMENTS)
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*
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%%UZONING AND GENERAL PLAN INFORMATION
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COMMUNITY PLAN:
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LAKESIDE
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VILLAGE BOUNDARY:
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LAKESIDE
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REGIONAL CATEGORY:
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VILLAGE RESIDENTIAL (VR-15) 15 D.U./AC (47 D.U. MAXIMUM)
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LEGAL LOT INFO:
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VILLAGE RESIDENTIAL (VR-15) 15 D.U./AC (47 D.U. MAXIMUM)
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14.
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%%UGENERAL DESIGN NOTES
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%%UAPPLICANT / DEVELOPER
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BRONSON FAMILY TRUST (06-07-99) 1118 N. ANZA STREET EL CAJON, CA 92021
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ALL RESIDENTIAL STRUCTURES SHOWN ARE 2 STORIES (35' MAX. PER ZONING).
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15.
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REFUSE AND RECYCLING MATERIAL STORAGE AREAS ARE PROVIDED FOR WITHIN THE GARAGE OF EACH UNIT (SEE ARCHITECT'S PLANS FOR LOCATION).
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16.
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BUILDING ADDRESS NUMBERS SHALL BE VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY PER FHPS POLICY P-00-6 (UFC 901.4.4).
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17.
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BUS STOPS ADJACENT TO PROPERTY: ONE AT THE CORNER OF N. ANZA STREET AND BROADWAY.
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18.
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UTILITIES SHALL BE UNDERGROUND AND EASEMENTS PROVIDED AS NECESSARY.
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19.
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UTILITY LAYOUTS SHOWN ARE PRELIMINARY AND MAY BE MODIFIED DURING FINAL DESIGN.
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STORM WATER B.M.P.'S ARE SHOWN FOR INFORMATION ONLY. FINAL SIZE AND LOCATION SHALL BE REVIEWED AND APPROVED AFTER MINISTERIAL REVIEW.
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20.
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21.
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GRADING SHALL BE IN CONFORMANCE WITH COUNTY OF SAN DIEGO ORDINANCE.
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22.
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FLAT PADS SHOWN WILL BE GRADED TO DRAIN AT 1.0% MINIMUM.
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23.
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PROPOSED PRIVATE DRIVEWAYS SHALL BE IN CONFORMANCE WITH COUNTY OF SAN DIEGO PRIVATE STREET STANDARDS.
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24.
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PRIVATE DRIVEWAY SIGHTING DISTANCE AT THE INTERSECTION WITH N. ANZA STREET SHALL BE IN CONFORMANCE CALTRANS HIGHWAY DESIGN MANUAL.
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DWELLINGS SHALL HAVE AUTOMATIC FIRE SPRINKLERS PER NFPA 13D TOWNHOMES.
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PUBLIC SIDEWALKS AND RAMPS SHALL CONFORM TO THE AMERICAN DISABILITY ACT (ADA) REQUIREMENTS.
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25.
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26.
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27.
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EXIST. LOTS: 5
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PROPOSED LOTS: 1
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NAD 27 COORDINATES INDEX: 234-1785
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NAD 83 COORDINATES INDEX: 1874-4560
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28.
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29.
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30.
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SPECIAL ASSESSMENT ACT PROCEEDINGS FOR SUBDIVISION IMPROVEMENTS ARE NOT PROPOSED.
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31.
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PURSUANT TO CHAPTER 1 OF DIVISION 10 OF TITLE B OF THE SAN DIEGO COUNTY CODE, THE SUBDIVIDER SHALL PAY PARK IN LIEU FEES.
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32.
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ALL UNITS WITHIN THIS SUBDIVISION HAVE A MINIMUM OF 100 SQUARE FEET OF SOLAR ACCESS FOR EACH FUTURE DWELLING UNIT ALLOWED BY THIS SUBDIVISION.
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33.
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N. ANZA STREET
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FLETCHER
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PARKWAY
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BROADWAY
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BROADWAY
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N. ANZA
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ST.
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8
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67
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W.
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MAIN
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ST.
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EL CAJON
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BLVD.
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AVOCADO
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AVE.
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S.
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MOLLISON
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AVE.
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N. MOLLISON
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AVE
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W. BRADLEY
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AVE.
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BRADLEY
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AVE.
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PEPPER
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DR.
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N.
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1ST
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ST.
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54
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JAMACHA
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RD.
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N.
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2ND
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ST.
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SUMMER AVE.
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SITE
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NOT TO SCALE
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C
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L
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60'
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30'
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30'
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%%UTYPICAL SECTION ~ PROPOSED N. ANZA STREET
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10'
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20'
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18'
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12'
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SITE
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EXIST. R/W
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12'
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6'
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12'%%P
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EXIST. GAS
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PROPOSED PRIVATE R.C.P. STORM DRAIN AT 0.5%
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EXIST. 8" V.C. SEWER
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EXIST. 6" A.C. WATER
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EXIST. CURB AND GUTTER (TYP. BOTH SIDES)
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20' DWY. (TYP.)
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20' DWY. (TYP.)
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(TYP.)
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C
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L
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12'
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12'
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VARIES 1.0% (MIN.)
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VARIES 1.0% (MIN.)
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4" SIDEWALK PER G-7
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4'
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G.F.F. PER PLAN
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G.F.F. PER PLAN
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FACE OF
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STRUCTURE
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FACE OF
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STRUCTURE
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NOT TO SCALE
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%%UTYPICAL SECTION ~ PRIVATE DWY.
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ZERO HEIGHT CURB PER G-2
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4'
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1'
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4' COVER MIN.
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PUBLIC 8" H.W.D. WATER MAIN
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8'
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3'
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PRIVATE 8" SEWER MAIN
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11'
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A.C. PAVING AND BASE (TYP.)
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24'
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MODIFIED 4" ROLLED CURB
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S
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T
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A
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T
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E
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O
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F
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C
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A
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L
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I
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F
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O
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R
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N
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I
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A
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R
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E
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E
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N
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I
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G
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N
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E
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L
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A
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N
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O
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I
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S
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S
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E
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F
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O
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R
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P
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D
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E
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R
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E
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S
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G
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E
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R
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No. C70666
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C
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I
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V
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I
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L
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%%UDESCRIPTION
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%%USYMBOL
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VICINITY MAP NOT TO SCALE THOMAS GUIDE PG. 1251, GRID H-3 57TH EDITION
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KEY MAP SCALE: 1" = 40'
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CONDOMINIUM UNIT TYPE BREAK DOWN DOWNDOWN
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CITY OF EL CAJON, BENCH MARK 33
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%%UBASIS OF BEARINGS
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THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM. CSRS EPOCH 2017.50 (NAD83), ZONE 6, AS DETERMINED LOCALLY BY A LINE BETWEEN CONTINUOUSLY OPERATING POSITIONING SYSTEM (CGPS) STATIONS "P472" AND "P473" AS DERIVED FROM GEODETIC VALUES PUBLISHED BY THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC).
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QUOTED BEARINGS FROM REFERENCE MAPS OR DEEDS MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM
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THE COMBINED GRID FACTOR AT THE MONUMENT ATTHE INTERSECTION OF THE CENTERLINE OF NORTH ANZA WITH THE SOUTH LINE OF LOT 12 OF BLOCK 3, MAP 292, IS 0.99997927.
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GRID DISTANCE = GROUND DISTANCE TIMES COMBINED SCALE FACTOR.
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%%USHEET INDEX
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SHEET NO..
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DESCRIPTION
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1
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TITLE SHEET
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2
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SITE PLAN
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3
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GRADING PLAN
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4
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TYPICAL SECTIONS, DETAILS AND NOTES
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FILE NAME: D:\73762 N ANZA ST\03 DWG\TM\73762TM01-2018.DWG, PLOTTED BY: STEPHEN OTT ON 12/13/2019 7:53 AM
GAS & ELECTRIC: SAN DIEGO GAS AND ELECTRIC COMPANY.
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13.
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POLICE: COUNTY SHERIFFS DEPARTMENT.
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PROPOSED ZONE BOX
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USE REGULATIONS:
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ANIMAL REGULATIONS:
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RV
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Q
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DEVELOPMENT REGULATIONS
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DENSITY:
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-
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MINIMUM LOT SIZE:
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6,000
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BUILDING TYPE:
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K
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MAXIMUM FLOOR AREA RATIO:
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-
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FLOOR AREA RATIO:
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-
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HEIGHT:
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G
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SETBACK: *30'
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J
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LOT COVERAGE:
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-
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OPEN SPACE:
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J
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SPECIAL AREA REGULATIONS:
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C
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( CONTACT FIRE PROTECTION DISTRICT FOR ADDITIONAL SETBACK REQUIREMENTS)
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*
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ZONING:
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VARIABLE FAMILY RESIDENTIAL (VR)
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PRELIMINARY GEOTECHNICAL INVESTIGATION PERFORMED BY GEOCON INCORPORATED, DATED MAY 10, 2018.
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34.
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STORAGE FOR BICYCLES PROVIDED IN PRIVATE UNIT GARAGES
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GENERAL PLAN DESIGNATION:
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VILLAGE
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ALL STREETS IN THIS PROJECT ARE PRIVATE. ALL PRIVATE DRIVEWAYS AND DRAINAGE STRUCTURES SHALL BE MAINTAINED BY A HOMEOWNERS ASSOCIATION ALONG WITH ALL LANDSCAPING IN THE N. ANZA STREET RIGHT-OF-WAY.
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35.
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5'
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PROPOSED CURB, GUTTER AND 5' SIDEWALK
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BUDDY E. BURTON - TRUSTEE FOR THE OWNERDATEDATE
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CHRISTOPHER R. HALL - PRESIDENTDATEDATE
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AN EXCEPTION REQUEST FOR UNDERGROUNDING OF OVERHEAD UTILITIES FOR THE PROJECT FRONTAGE PURSUANT TO BOARD SUPERVISORS POLICY I-92 HAS BEEN FILED.
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36.
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%%ULAND DIVISION STATEMENT
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I HEREBY CERTIFY THAT I AM THE RECORD OWNER, AS SHOWN ON THE LATEST EQUALIZED COUNTY ASSESSMENT OF THE PROPERTY SHOWN ON THE TENTATIVE MAP. ALL OF MY CONTIGUOUS OWNERSHIP WITHIN AND BEYOND THE BOUNDARIES OF THE TENTATIVE MAP IS SHOWN. I UNDERSTAND THAT PROPERTY IS CONSIDERED CONTIGUOUS EVEN IF SEPARATED BY ROADS, STREETS, UTILITY EASEMENTS OR RAILROAD RIGHTS-OF-WAY. "FREEWAY" AS DEFINED IN SECT.23.5 OF THE STREETS AND HIGHWAY CODE, SHALL NOT BE CONSIDERED AS ROADS AND STREETS. I CERTIFY UNDER PENALTY OF PERJURY THAT THE FOREGOING IS TRUE AND CORRECT. EXECUTED THIS ____ DAY OF _________, 201_ IN SAN DIEGO COUNTY, CALIFORNIA.
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5-23-18
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REVISION 1:
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ORIGINAL DATE:
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REVISION 2:
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PROPOSED DENSITY:
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12.26 D.U./AC (39 UNITS PROPOSED)
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24' H.W.D. EASEMENT
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9-17-18
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STRUCTURES SHALL HAVE AN AUTOMATIC FIRE SPRINKLER SYSTEM INSTALLED PER NFPA-13B. RISERS SHALL BE LOCATED IN A COMMON AREA AND ACCESSIBLE FOR MAINTENANCE AND INSPECTIONS.
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THE PROPOSED RESIDENTIAL DRIVEWAY SHALL BE MARKED "NO PARKING FIRE LANE" ON BOTH SIDES OF THE STREET.
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FIRE APPARATUS ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE IMPOSED LOADS OF FIRE APPARATUS (NOT LESS THAN 75,000 LBS.) AND SHALL BE PROVIDED WITH AN APPROVED PAVED SURFACE SO AS TO PROVIDE ALL-WEATHER DRIVING CAPABILITIES.
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THE 6-FOOT WALLS PROPOSED FOR THIS PROJECT ARE CONSIDERED TO BE A PROJECT DESIGN MEASURE.
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4.5'
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2.0' WIDENING FULL-
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DEPTH A.C. PAVEMENT
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2.0%%%
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PRIVATE STORM DRAIN
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PRIVATE STORM DRAIN
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5' (TYP.)
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NOT TO SCALE
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%%UTYPICAL SECTION ~ EXISTING N. ANZA STREET
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12'
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SITE
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EXIST. R/W
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12'
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12'%%P
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EXIST. GAS
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EXIST. 8" V.C. SEWER
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EXIST. 6" A.C. WATER
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EXIST. CURB AND GUTTER (TYP. BOTH SIDES)
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30'
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18'
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12'
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EXIST. R/W
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EXIST. R/W
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4-5-19
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WELDED WIRE FABRIC
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W.W.F.
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HYDROMODIFICATION PLAN
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H.M.P.
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DRAINAGE MANAGEMENT AREA
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D.M.A.
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REVISION 3:
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6-27-19
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6' PRIVACY FENCE
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60" ORNAMENTAL IRON FENCE
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REVISION 4:
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10-2-19
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REVISION 5:
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12-9-19
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1118 N. ANZA STREET TOWNHOMES
TENTATIVE MAP
COUNTY OF SAN DIEGO TRACT: TM-5628
1118 N. ANZA STREET TOWNHOMES
SHEET 2 OF 4
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COUNTY OF SAN DIEGO TRACT: PDS2018-TM-5628; PDS2018-REZ-18-003
PLANNING ENGINEERING SURVEYING3990 Ruffin Road, Suite 120San Diego, Ca. 92123858-560-1141858-560-8157 FaxTM 73760.10
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N89%%D41'56"W 334.92'
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N0°19'01"E
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44.11'
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N89°41'16"W
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18.65'
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N0°19'58"E
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N0°18'56"E
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303.82'
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N0°24'04"E
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N0°00'13"W
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46.47'
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335.27'
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412.99'
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87.0'
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OVER-FLOW CONTROL STRUCTURE 452.85 T.G. 448.40 FL 18" OUT (E)
S.D.C.O. RIM 454.45 448.25 FL 18" IN (W & N) 448.15 FL 18" OUT (S)
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EXIST. P.P. TO REMAIN. PROTECT IN PLACE
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EXIST. CONCRETE CHANNEL WING WALL. PROTECT IN PLACE
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GRAPHIC SCALE
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SCALE: 1" =
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FILE NAME: D:\73762 N ANZA ST\03 DWG\TM\73762TM02-2018.DWG, PLOTTED BY: STEPHEN OTT ON 12/12/2019 11:46 AM
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STEPHEN C. OTT P.E. C70666 DATE
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No. C70666
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N. ANZA
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50' FRONT SETBACK FROM N. ANZA C.L.
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PLAN NOTES
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24' RESIDENTIAL CONCRETE DRIVEWAY PER SDRSD G-14A.
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4" P.C.C. SIDEWALK PER SDRSD G-7.
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CURB AND GUTTER TYPE-G PER SDRSD G-2.
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MODIFIED 4" ROLLED CURB PER DETAIL .
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10' CURB TRANSITION PER DETAIL .
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6" CURB PER SDRSD G-1.
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ZERO-HEIGHT CURB PER DETAIL .
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10' WIDE CROSS GUTTER SDRSD G-12.
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PEDESTRIAN CURB RAMP TYPE-C PER SDCDS DS-21C PLAN TYPE 2.
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DISABLED PARKING STALLS (2) PER SDRSD M-27A.
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PRIVATE P.V.C. STORM DRAIN.
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STORM DRAIN CLEAN OUT TYPE-A PER SDRSD D-09.
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CURB INLET TYPE-B PER SDRSD D-02.
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BIOFILTRATION BASIN. SEE DETAIL SHEET 4.
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SEWER MANHOLE PER SDRSD SM-01.
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PRIVATE 8" P.V.C. SEWER MAIN AT 1.0%%% MIN..
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PUBLIC 8" P.V.C. WATER MAIN.
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8" TEE WITH 8" SIDE GATE VALVE. LOOP TO DENVER LANE.
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SEWER CLEANOUT PER SC-01.
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6' WOOD PRIVACY FENCE PROJECT DESIGN MEASURE. SEE LANDSCAPE ARCHITECT'S PLANS FOR DETAILS.
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KEYSTONE/GEOGRID STYLE GRAVITY RETAINING WALL PER MANUFACTURER'S STRUCTURAL AND DESIGN DETAILS AND . FENCE DETAILS PER LANDSCAPE ARCHITECT'S PLANS.
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PROPRIETARY ECO-RAIN STORM WATER STORAGE FACILITY. SEE DETAIL SHEET 4.
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PEDESTRIAN CURB RAMP TYPE-C PER SDCDS DS-21C PLAN TYPE 1.
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ASPHALT CONCRETE PAVEMENT ON CLASS II AGGREGATE BASE.
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PUBLIC R.C.P. STORM DRAIN
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EXISTING TYPE K CURB INLET PER CITY OF EL CAJON DWG NO. 3600.
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CONNECT PROPOSED 18" R.C.P. STORM DRAIN TO EXISTING CONCRETE CHANNEL WING WALL. PROTECT AND/OR REPLACE EXIST. CHANNEL WALL IN PLACE.
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CONCRETE ENCASED 8" P.V.C. STORM DRAIN AT 1.0%%%
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8"X6" BULL HEAD TEE WITH 6" INLINE GATE VALVE AND 8" SIDE GATE VALVE.
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6" TAPPING GATE VALVE WITH 8"X6" REDUCER.
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DENVER LANE
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8" TEE WITH 8" GATE VALVES.
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OUTLET CONTROL STRUCTURE, TYPE G CATCH BASIN PER SDRSD D-08, WITH HMP ORIFICE OUTLET CONTROL.
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8" WATER MAIN END CAP WITH THRUST BLOCKING.
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~
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2:1 SLOPE
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OPEN SPACE 1,740 S.F.
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SUMNER AVE.
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DRIVEWAY 'A'
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DRIVEWAY 'C'
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DRIVEWAY 'B'
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OPEN SPACE 2,540 S.F.
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OPEN SPACE 2,720 S.F.
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EXIST. O.H.E.
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EXIST. O.H.E.
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277.0' ~ 18" R.C.P. SD @ 0.5%
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EXIST. DUAL 7'X5' R.C.B. & CHANNEL PER DWG. NO. 5600
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CONNECT TO EXIST. CHANNEL WALL 446.50 FL 18" R.C.P. OUT 445.35 FL CHANNEL.
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25.5' ~ 18" R.C.P. SD @ 0.5%
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BIOFILTRATION BASIN
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452.35 F.G.
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EXIST. DRIVEWAY TO BE REMOVED.
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S.D.C.I.-3 454.85 TC 452.45 FL 12" OUT (S)
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EXIST. STRUCTURE TO BE DEMOLISHED. HAUL DEBRIS TO AN APPROVED DISPOSAL SITE.
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EXIST. TREE TO BE REMOVED.
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STREET
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BIOFILTRATION BASIN 453.60 FG
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EXIST. FENCE TO BE REMOVED.
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S.D.C.I.-2 455.55 TC 453.35 FL 12" OUT (E)
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198.1' ~ 12" P.V.C. SD @ 0.5%%%
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EXIST. F.H.
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EXIST. 8" A.C. WATER PER DWG. NO. 2435 H.W.D. W.O. 8579
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458.55 FG
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458.55 FG
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458.40 FS
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458.30 FS
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1.0%%%
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TYP.
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K
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18" ONE PIECE CATCH BASIN WITH FOUR OPENINGS PER NDS MODEL NO. 1884 OR SIMILAR.
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ATRIUM DRAIN PER DETAIL .
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LINE-OF-SIGHT
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SIGHT DISTANCE / CLEAR SPACE AREA BASED ON 30 MPH DESIGN SPEED, 300' MINIMUM CORNER SIGHT DISTANCE PER SECTION 6.1.E OF THE COUNTY PUBLIC ROAD STANDARDS. LINE-OF-SIGHT LINES, OBSERVATION POINT "E", AND TARGET OBJECT "O" DRAWN PER COUNTY DRAWING NO. DS-20C.
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3' P.C.C. RIBBON GUTTER PER DETAIL .
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S.M.H. 457.25 RIM 450.55 IE
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457.44 RIM 450.90 IE
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S.M.H. 456.11 RIM 448.50 IE
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12-12-19
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73760.10
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73762TM02.DWG
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JACQUELINE CT.
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EASEMENT NOTES
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EXISTING 6' SDG&E EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES PER BOOK 4731, P537 O.R. RECORDED JAN. 29, 1953.
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EXISTING 6' SDG&E EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES PER BOOK 6796, P57 O.R. RECORDED OCT. 17, 1957.
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EXISTING 6' SDG&E EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES PER BOOK 4755, P193 O.R. RECORDED FEB. 19, 1953.
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EXISTING 4' SDG&E EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES PER BOOK 6796, P71 O.R. RECORDED OCT. 17, 1957.
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EXISTING SDG&E EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES PER BOOK 2209 P483 O.R. RECORDED AUG. 19, 1946.
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EXISTING COUNTY OF SAN DIEGO EASEMENT FOR PUBLIC HIGHWAY RIGHT-OF-WAY PER F/P 161732 O.R. RECORDED OCT. 6, 1966.
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EXISTING COUNTY OF SAN DIEGO EASEMENT FOR PUBLIC HIGHWAY RIGHT-OF-WAY PER F/P 191441 O.R. RECORDED DEC. 5, 1967.
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EXISTING EASEMENT FOR ROAD AND UTILITIES PER F/P 74-193234 O.R. RECORDED JULY 18, 1974.
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EXISTING EASEMENT AND RIGHT-OF-WAY FOR ROAD PURPOSES PER BOOK 3435 P130 O.R. RECORDED DEC. 28, 1949.
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EXISTING 5' COUNTY OF SAN DIEGO EASEMENT FOR SEWER PIPELINES AND INCIDENTAL PURPOSES PER BOOK F/P 161731 O.R. RECORDED OCT. 6, 1966.
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EXISTING HELIX WATER DISTRICT EASEMENT FOR AN EXISTING 8" WATER PIPELINE, FIRE HYDRANT TO CONSTRUCT, MAINTAIN, OPERATE, REPLACE, REMOVE, RENEW AND ENLARGE LINES AND APPURTENANCES INCLUDING ACCESS UPON AND OVER THE PORTION OF THE STREET PER RESOLUTION NO. 363-76 F/P 76-252484 O.R. RECORDED AUG. 6, 1976.
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PROPOSED FIRE HYDRANT BY H.W.D. PER W.A.S. WF-01, 04.
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S.D.C.O 454.75 RIM. 448.90 FL 18" IN (W) 448.80 FL 18" OUT (S)
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25.5' ~ 18" R.C.P. S.D. @ 0.5%
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113' ~ 18" R.C.P. SD @ 0.5%
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3:1 SLOPE
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268.8' ~ 8" PVC SS @ 1.0%%%
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203.5' ~ 8" PVC
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SS @ 1.0%%%
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267.0' ~ 8" PVC
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SS @ 1.5%%%
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455.61 RIM 449.30 IE
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PROPOSED 1' ACCESS RESTRICTION-NORTHWESTERLY PROPERTY LINE ADJACENT TO DENVER LANE.
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EXIST. P.P. TO REMAIN
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EXIST. P.P. TO REMAIN
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EXIST. P.P. TO REMAIN. PROTECT IN PLACE
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PROPOSED TREE WELL PER COUNTY STANDARDS TO SATISFY STORM WATER TREATMENT AND HYDROMODIFICATION REQUIREMENTS. QUANTITY, LOCATION AND SPACING OF STREET TREES TO BE DETERMINED DURING FINAL DESIGN.
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STRUCTURAL MASONRY RETAINING WALL WITH 42" PRIVACY FENCE PER STRUCTURAL AND LANDSCAPE ARCHITECT'S DETAILS.
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INSTALL "NO PARKING" SIGNS BOTH SIDES OF THE 24' PRIVATE DRIVEWAY PER CA M.U.T.C.D. SIGN NO. R26 (CA) AND AT THE DIRECTION OF THE COUNTY TRAFFIC ENGINEER.
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33.4' ~ 18" R.C.P. SD @ 0.5%
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K
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END MASONRY WALL BEGIN GRAVITY WALL
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END GRAVITY WALL BEGIN MASONRY WALL
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END GRAVITY WALL
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INSTALL EMERGENCY CONCRETE SPILLWAY PER DETAIL . ELEVATIONS PER PLAN.
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454.05 FL SPILLWAY
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453.90 F.S. SPILLWAY
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454.88 F.S. SPILLWAY
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ACCESS GATE IN BASIN PERIMETER FENCE. SEE LANDSCAPE PLAN FOR DETAILS.
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60" ORNAMENTAL IRON BASIN PERIMETER FENCE PROJECT DESIGN MEASURE. SEE LANDSCAPE ARCHITECT'S PLANS FOR DETAILS.
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EXISTING EASEMENT FOR DRAINAGE PURPOSES GRANTED TO THE CITY OF EL CAJON, CALIFORNIA ACCORDING TO MAP THEREOF NO. 2126, FILED IN THE OFFICE OF THE COUNTY RECORDER AUGUST 8, 1928.
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1118 N. ANZA STREET
PRELIMINARY GRADING PLAN
COUNTY OF SAN DIEGO TRACT: TM-5628
1118 N. ANZA STREET TOWNHOMES
SHEET 3 OF 4
PRELIMINARY GRADING PLAN
PLANNING ENGINEERING SURVEYING3990 Ruffin Road, Suite 120San Diego, Ca. 92123858-560-1141858-560-8157 FaxTM 73760.10
COUNTY OF SAN DIEGO TRACT: PDS2018-TM-5628; PDS2018-REZ-18-003
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(455)
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(450)
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(455)
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(455)
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(455)
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(455)
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DENVER LANE
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DRIVEWAY 'A'
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DRIVEWAY 'C'
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DRIVEWAY 'B'
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S.G.=458.20
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S.G.=457.70
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S.G.=457.70
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S.G.=457.45
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S.G.=457.05
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S.G.=457.40
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S.G.=455.50
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S.G.=455.85
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S.G.=457.35
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S.G.=456.85
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S.G.=455.45
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S.G.=455.70
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S.G.=455.95
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S.G.=456.20
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S.G.=458.30
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S.G.=458.55
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S.G.=457.90
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S.G.=457.65
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S.G.=457.40
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S.G.=457.15
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S.G.=456.90
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453.90 F.G. (453.90) E.G.
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456.33 T.W. 456.33 F.G. (451.03) E.G. 450.33 B.W. 5.3' WALL
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BEGIN SEGMENTAL WALL 456.66 T.W., 456.60 F.G. (455.70) E.G., 455.00 B.W. 0.95' WALL, BEGIN U-CHANNEL 455.20
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BEGIN MASONRY WALL END GRAVITY WALL, 458.33 T.W., 458.30 F.G. (453.45) E.G., 452.33 T.F. 4.88' WALL, G.B. U-CHANNEL, 452.95
INSTALL EMERGENCY CONCRETE SPILLWAY PER DETAIL . ELEVATIONS PER PLAN.
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60" ORNAMENTAL IRON BASIN PERIMETER FENCE PROJECT DESIGN MEASURE. SEE LANDSCAPE ARCHITECT'S PLANS FOR DETAILS.
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6' WOOD PRIVACY FENCE PROJECT DESIGN MEASURE. SEE LANDSCAPE ARCHITECT'S PLANS FOR DETAILS.
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CONNECT TO EXIST. CHANNEL WALL 446.50 FL 18" R.C.P. OUT 445.35 FL CHANNEL.
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33.4' ~ 18" R.C.P. SD @ 0.5%
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CONNECT PROPOSED 18" R.C.P. STORM DRAIN TO EXISTING CONCRETE CHANNEL WING WALL. PROTECT AND/OR REPLACE EXIST. CHANNEL WALL IN PLACE.
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EASEMENT NOTES
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EXISTING EASEMENT FOR DRAINAGE PURPOSES GRANTED TO THE CITY OF EL CAJON, CALIFORNIA ACCORDING TO MAP THEREOF NO. 2126, FILED IN THE OFFICE OF THE COUNTY RECORDER AUGUST 8, 1928.
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N. ANZA STREET
39
N. ANZA STREET
1118 N. ANZA STREET TOWNHOMES
TENTATIVE MAP & PRELIMINARY GRADING PLAN
COUNTY OF SAN DIEGO TRACT: TM-5628
1118 N. ANZA STREET TOWNHOMES
SHEET 4 OF 4
TYPICAL SECTIONS AND DETAILS
PLANNING ENGINEERING SURVEYING3990 Ruffin Road, Suite 120San Diego, Ca. 92123858-560-1141858-560-8157 FaxTM 73760.10
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COUNTY OF SAN DIEGO TRACT: PDS2018-TM-5628; PDS2018-REZ-18-003
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DWY "C"
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DWY "A"
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EXIST. GROUND (TYP.)
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PROPOSED FINISHED GRADE (TYP.)
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DWY "B"
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EXIST. GROUND (TYP.)
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PROPOSED FINISHED GRADE (TYP.)
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EXIST. A.C. PAVEMENT
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SAWCUT EXIST. A.C. AT PROP. L.G.
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S.D.C.O. TYPE A 448.25 F.L. ~ 18" SD IN 448.15 F.L. ~ 18" SD OUT
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25.5' ~ 18" R.C.P. SD @ 0.5%%%
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C
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R/W
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2%%%
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TYPE G-7 SIDEWALK
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TYPE G-2 CURB & GUTTER
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2:1
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OVER-FLOW CONTROL STRUCTURE 452.85 GRATE ELEV. 448.40 F.L. 18" SD OUT
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W.S.E. 452.85
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452.35 F.L. 12" PVC SD OUT
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FROM SITE
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18" SOIL MEDIA
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3" SAND BUFFER ABOVE TOP OF TANK WRAPPED IN GEOTEXTILE FABRIC
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HYDROMODIFICATION STORAGE TANK ECO-RAIN MODULAR UNITS MODEL NO. ET-1501.5 OR APPROVED EQUIVALENT
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LIMITS OF OVER-EXCAVATION AND 30 MIL PVC LINER
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452.35 F.G.
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HMP LOW FLOW ORIFACE CONTROL FROM TANK
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2%%%
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PROP. FINISHED GRADE OPEN SPACE ABOVE STORAGE TANK
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456.35 F.F.
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%%P 2.0' COVER
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1:1 INFLUENCE LINE
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1:1 BACK-CUT
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1:1 BACK-CUT
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2:1
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3:1 SLOPE
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5' MAX. HEIGHT OF
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VERTICAL CUT
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40
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80
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100
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2.2'
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BASIN PERIMETER FENCING. SEE LANDSCAPE PLANS FOR DETAILS
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60" ORNAMENTAL IRON
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450
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EXIST. A.C. PAVEMENT
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SAWCUT AT EXIST. L.G.
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S.D.C.O. TYPE A 448.95 F.L. ~ 18" SD IN 448.85 F.L. ~ 18" SD OUT
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26.0' ~ 18" R.C.P. SD @ 0.5%%%
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C
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R/W
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2%%%
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TYPE G-7 SIDEWALK
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457.20 F.F.
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BIO-FILTRATION BASIN
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12" SD FROM SITE
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12" DEEPENED FOOTING
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W.S.E. 454.1
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18" SOIL MEDIA
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2:1
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3:1 SLOPE
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HMP LOW FLOW ORIFACE CONTROL FROM TANK
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LIMITS OF OVER-EXCAVATION AND 30 MIL PVC LINER
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2'X2' CATCH BASIN 449.10 F.L. 18" SD OUT
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5' MAX. HEIGHT OF
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VERTICAL CUT
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%%P18" MIN. COVER
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20
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60
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TYPE G-2 CURB & GUTTER
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2.9'
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3" SAND BUFFER ABOVE TOP OF TANK WRAPPED IN GEOTEXTILE FABRIC
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HYDROMODIFICATION STORAGE TANK ECO-RAIN MODULAR UNITS MODEL NO. ET-1502 OR APPROVED EQUIVALENT
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60" ORNAMENTAL IRON BASIN PERIMETER FENCING. SEE LANDSCAPE PLANS FOR DETAILS
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STEPHEN C. OTT P.E. C70666 DATE
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No. C70666
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SITE SECTION ~ SOUTH/NORTH DIRECTION SCALE: 1" = 20'(H), 1" = 10'(V)
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SITE SECTION ~ EAST/WEST DIRECTION SCALE: 1" = 20'(H), 1" = 10'(V)
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%%UNOTES
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11"
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6"
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1
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3
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CURB LINE
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FINISHED
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SURFACE
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WEAKENED PLANE
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JOINT (TYP.)
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CONCRETE SHALL BE 520-C-2500.
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INSTALL EXPANSION JOINTS 120' O.C.
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INSTALL WEAKENED PLANE JOINTS 20' O.C.
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1.
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FINISHED
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GRADE
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EXPANSION JOINT
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1.0%%% MIN.
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A.C. AND BASE
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2"
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4
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DETAIL ~ MODIFIED 4" ROLLED CURB NOT TO SCALE
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DETAIL ~ MODIFIED ROLLED CURB TO TYPE "G" CURB TRANSITION NOT TO SCALE
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DETAIL ~ 0" CURB NOT TO SCALE
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DETAIL ~ 3' RIBBON GUTTER NOT TO SCALE
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DETAIL ~ BIOFILTRATION BASIN NO. 2 NOT TO SCALE
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A
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B
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D
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DETAIL ~ BIOFILTRATION BASIN NO. 1 NOT TO SCALE
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C
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ELEVATION SHOWN
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ON PLAN
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R=0.5"
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R=0.5"
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1'
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10"
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6"
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3'
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P.I.
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P.I.
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CURB
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LINE
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R=1.25'
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R=2.5'
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2'
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4"
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3 "58"
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1116"
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7 "12"
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UNLESS NOTED
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10' TRANSITION
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MAINTAIN TOP OF CURB
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ELEVATION AND
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ADJUST GUTTER
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OTHERWISE
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12" RADIUS (TYP.)
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12" (TYP.)
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9 " (TYP.)12" (TYP.)
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6"
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1.5'
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1.5'
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VARIES
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VARIES
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0.13'
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3" (TYP.)
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3" (TYP.)
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R = "12"
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12"
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FILE NAME: D:\73762 N ANZA ST\03 DWG\TM\73762TM04-2018.DWG, PLOTTED BY: STEPHEN OTT ON 12/13/2019 8:03 AM
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FINISH GRADE
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BASIN OUTLET AS REQUIRED
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6" N.D.S. SPEE-D CATCH
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6" DIA. P.V.C. RISER
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COMPACTED FILL
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P.V.C. RIGID DRAIN LINE
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GRADE TO F
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8" MIN. FINISH
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(SIZE PER PLAN)
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~
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2%%% MIN.
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PIPE (LENGTH AS REQUIRED)
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2%%% MIN.
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F
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(PER PLAN)
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~
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%%UNOTE:
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FOR DRAINS LOCATED ON PIPES LARGER THAN 4" DIAMETER,
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USE TEE FITTING WITH ADAPTER AND 6" RISER.
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DETAIL ~ AREA DRAIN NOT TO SCALE
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N.D.S. 6" POLYOLEFIN GRATE WITH U.V. INHIBITORS ATRIUM TYPE FOR PLANTER. ROUND GRATE FOR TURF AND HARDSCAPE
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COMPACTED FILL
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8" MIN. LOW PERMEABLE SOIL
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ONSITE
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OFFSITE
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18"
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TOP OF WALL (T.W.)
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EXIST. GRADE (E.G.)
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42" WOOD FENCE
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SEE LANDSCAPE PLANS
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FOR DETAILS
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WALL HEIGHT PER PLAN
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8' MAX.
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1.0%%%
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MIN.
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PROPOSED 8" P.V.C. PUBLIC WATER MIN PER H.W.D. STANDARDS
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10' A.C. PVMT OVER WATER MAIN PER H.W.D. STANDARDS
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20' EASEMENT TO H.W.D.
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PROPOSED
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FINISHED GRADE
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10'
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PROP. FINISHED GRADE
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4
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K
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SECTION ~ MASONRY WALL AT H.W.D. EASEMENT NOT TO SCALE
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12-12-19
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73760.10
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73762TM04.DWG
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8" MIN. LOW PERMEABLE SOIL
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ONSITE
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OFFSITE
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18" (TYP.)
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CAP UNIT (IF REQUIRED FOR 4" STEP)
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KEYSTONE/GEOGRID STYLE GRAVITY WALL
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TOP OF WALL (T.W.)
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EXIST. GRADE (E.G.)
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12"
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W+12"
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UNREINFORCED CONCRETE OR CRUSHED STONE LEVELING PAD
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1"-1 1/4"
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8"
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6"
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E.G. PER PLAN
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WALL HEIGHT PER PLAN
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7.0' MAX.
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GEOGRID REINFORCING TIE-BACKS LOCATION AND LENGTH PER MANUFACTURERS SPECIFICATIONS
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10'
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PROP. FINISHED GRADE
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BOTTOM OF WALL (B.W.)
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DETAIL ~ TYPICAL KEYSTONE/GEOGRID STYLE GRAVITY RETAINING WALL NOT TO SCALE
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2'2"
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TOP OF
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FOOTING (T.F.)
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STRUCTURAL MASONRY RETAINING WALL WITH FENCE PER S.D.R.S.D. C-03.
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2% MIN.
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457.60 F.F.
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10.5' MAX
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12'4" MAX.
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6'8" MIN.
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MODIFIED 4" ROLLED CURB PER
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6" CURB AND GUTTER TYPE-G PER SDRSD G-2
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6' WOOD PRIVACY FENCE SEE LANDSCAPE ARCHITECT'S PLANS FOR DETAILS
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4" THICK CONCRETE U-CHANNEL WITH W.W.F. TO RE-DIRECT OFFSITE RUN-ON, DEPTH VARIES WITH EXISTING GROUND 6" MIN.
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EXIST. GRADE (E.G.)
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6"
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18"
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ONSITE
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OFFSITE
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6"
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DETAIL ~ RETAINING WALL AT NORTH PROPERTY LINE NOT TO SCALE
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4
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SEE DETAIL
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SEE DETAIL
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SECTION ~ H.M.P. TANK CONNECTION TO OVERFLOW CONTROL STRUCTURE NOT TO SCALE
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4" THICK CONCRETE U-CHANNEL WITH W.W.F. TO RE-DIRECT OFFSITE RUN-ON, DEPTH VARIES WITH EXISTING GROUND 6" MIN.
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10" MIN.
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DEPTH VARIES
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10" MIN.
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16"
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8"
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DEPTH VARIES 12" (TYP.)
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16"
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8"
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DETAIL ~ EMERGENCY CONCRETE SPILLWAY NOT TO SCALE
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(TYP.)
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EMERGENCY CONCRETE SPILLWAY
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3'
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BACK OF SIDEWALK
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F.G. BIOFILTRATION BASIN
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6" CONCRETE W/4x4-4/4 W.W.F.
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0.7' (TYP.)
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4" CONCRETE SIDEWALK
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SPILLWAY , SEE PLAN , SEE PLAN , SEE PLAN FOR ELEVATIONS
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F.G. BIOFILTRATION BASIN, SEE PLAN FOR ELEVATION
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18" SOIL MEDIA
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3:1 SLOPE
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3:1 SLOPE
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FINISHED GRADE
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TOP OF EMERGENCY CONCRETE SPILLWAY
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18" SOIL MEDIA
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MOUNTING HOLE (TYP.)
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%%UNOTES
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PLATE SHALL BE RIGID PLASTIC SHEETING ( THICK CLEAR ACRYLIC) OR ALUMINUM (0.10" MIN.)
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PROVIDE NEOPRENE RING GASKET (30 DUROMETER) WHEN MOUNTING TO CONCRETE SURFACES.
