HomeMy WebLinkAboutMS 01-03; VILLAS AT THE COVE; Tentative Map Exhibit(!)
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TENTATIVE PARCEL MAP MS 01-03
CONDOMINIUM PROJECT, 4 UNITS
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MATCH EXISTING
SIDEWALK
MA TCI-I EXISTING _ __...
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AREA FOR uNoBsTRUCTED \\_----~~:=:;:;::z::..=:======~g;;·,IL~1.~5-~\ SIGI-IT DISTANCE, TO BE -/
CLEAR OF TREES, / 'Ir I .
MON..l'v'ENT SIGNS, u, ) i!/
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RELOCATE EXIST .. --
UTILITY RISERS
MATCH EXISTING---
-----
~---t---EXISTING FIRE HYDRANT ENGINEER OF WOR K
AT Tf-E END OF CUL-DE-SAC
(305' FROM SITE BOLNJARY) §nipe•-Dye a•IIDC#atea
~~R::'G~~ TE ONE (619) 69 34 FAX (619) 460-20 3
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EXISTING TREES """'c==:::::::--------TO BE REMOVED
GRAPI-IIC SCALE I" • 10· WILLIAM A. SNIPES R.C.E. 50477
EXPIRES 06-30-05
3
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Tl-OS. BROS.
PG. 1106 (H7)
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AGUA H£DIONOA LAGOON
VICINITY MAP NO SCALE
DRIVE
PROJECT
SITE
----AGUA
HEDIONDA
LAGOON
.• 4
..
• d
4
•
CZONE A-SPECIAL
FLOOD HAZARD
AREA INJ\IDA TED
BY I00-YEAR
FLOOD PER FEMA
MAPI\U'vl3ER
O6073CO764F,
DATED ..lJ\E I9, 1997)
---LIMITS OF
GRADING
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_;t~'::;c:::=~ EXISTING TREES
TO BE REMOVED
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18" CATCH BASIN WITH
FOSSIL FILTER INSERT
5.60 GR, 3.50 IE
RLN0FF TO DISCHARGE
THROUGH GRATE AND
RU\I OVER ROCKS DL.RING
HIGH FLOW RATES .
STANDING WATER TO SEEP
INTO GROLND THROUGH A
SANDE GRAVEL BLANKET
AT Tl-€ BOTTOM OF
CATCH BASIN
-~LIMITSOF
GRADING
5.30
PRO ECT DATA
I. TOT AL AMOLJ\IT OF SITE TO BE GRADED ,
2 PERCENT OF TOT AL SITE TO BE GRADED •
3. AMOLNT OF SITE WITH 25i SLOPES OR GREATER ,
4. PERCENT OF TOTAL SITE WITH 25i SLOPES OR GREATER ,
5. AMOLJ\IT OF SITE WITHIN HILLSIDE REVIEW ,
6. PERCENT OF TOT AL SITE WITHIN HILLSIDE REVIEW ,
7. AMOLNT OF CUT ,
8. AMOLJ\IT OF FILL ,
9. AMOLJ\IT OF 1/VPORT MATERIAL •
10. MAXllv'LIM HEIGHT OF FILL SLOPE ,
11. MAXllv'LIM I-EIGHT OF CUT SLOPE,
12. RETAINING WALLS , TOTAL LENGTH
MAXIMU\1 f-EIGHT
13. EXISTING/PROPOSED LAND USE
14. ESTIMATED PRO.ECT ADT TO BE 32 TRIPS PER DAY.
15. DENSITY , MAXIUM ALLOWED
PROPOSED
12,700 S.F.
93i
NONE
NI A
NONE
N/A
3O C.Y.
230 C.Y.
200 C .Y.
NI A
N/A
300 L.F ,
2 FT.
RESIDENTIAL
19 DU / AC
127 DU / AC
16. ZONING , R-W, COASTAL ZONE, RESIDENTIAL WATERWAY PLANNED DEVELOPEMENT
17. GENERAL PLAN , R-W
18. TOTAL SITE AREA '
19. SETBACKS • FRONT
SIDE
REAR
0.32 AC. 04,0 14 S.FJ
20·
4'
8'
20. TOTAL BUILDING COVERAGE , 7,130 S.F,
21. ESTIMATED UTILITY USES•
SEWER CEDLJS>-4 Cl/l.NITl DOMESTIC CGPMl-5/8" 0--I\IETER/l.NITJ
IRRIGATION CGPM>-30 MAX. CH" METER>
NOTES
I. FLOOD ELEVATION WAS BASED ON REPORT. FLOOD PLAIN INFORMATION-
AGUA f-EDIONDA CREEK, PACIFIC OCEAN TO Bl.ENA, SAN DIEGO COLNTY,
CALIFORNIA BY Tf-E DEPARTMENT OF n-E ARMY. DA TED ..U. Y 1973". FLOOD
ELEVATION WAS DETERMINED TO BE 8.5 BASED ON TABLE 4 AND PLATE 9.
2. T>-E SITE IS VACANT, NO EXISTING STRUCTURES.
3. THIS IS A MAP OF A RESIDENTIAL CONDOMINIUM PROJECT. T>-E NO. OF
DWELLING LNITS IS FOLR (4).
4. PARCEL MAP TO BE FILED.
5. WATER SERVICES (4) ANO SEWER LATERALS (2) TO BE INSTALLED AS PART
OF THIS DEVELOPMENT.
6. PROPOSED TREE PLANTING AND LANDSCAPING PER CITY ORDINANCES.
7. WATER , CARLSBAD MLNICIPAL WATER DISTRICT.
8 . SEWER • CITY OF CARLSBAD.
9. SCHOOL• CARLSBAD LNIFIEO SCHOOL DISTRICT.
10 . PROTECTIVE COVENANTS• HOMEOWNER'S ASSOCIATIONS.
11. THIS PRO.ECT WILL HAVE CURB-SIDE TRASH SERVICE.
12. NO OFF-SITE STREET IMPROVEMENTS PROPOSED.
!3ENCl:::t,,1AA
Tf-E ·x· CHISELLED IN SIDEWALK IN BACK OF
ROLLED CURB IN FRONT OF STREET LIGHT
NO. 614339GMIOP IN SOUTH WEST CORNER
AT T>-E INTERSECTION OF PARK DRIVE AND
MARINA DRIVE, ELEV A TION • 15.0 3.
AS-5ESSQR'.S PARCEi
APN 207-150-66 E 67
ADDRESS
COVE DRIVE. CARLSBAD, CALIFORNIA
I EGAL DESCRIPIIOO
LOT 21 AND 22 OF S1-€L TER COVE IN Tl-€ CITY OF CARLSBAD, COUNTY OF SAN
DIEGO, STATE OF CALIFORNIA. A C CORDING TO MAP THEROF NO. 5162.
I fGFN?
EXISTING CONTOL.R
PROPOSED CONTOL.R
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEV A TION
PROPERTY LINE
STORM DRAIN
AREA DRAIN
AREA DRAIN WITH FOSSIL FILTER
18" CATCH BASIN W/ FOSSIL FILTER
SCREEN/SITE WALL
GARAGE FLOOR
FINISH FLOOR
CONCRETE PAVEMENT
PROPOSED IRRIGATION SERVICE
PROPOSED WATER SERVICE
PROPOSED SEWER SERVICE
OWl'ER I DfYEI QPO< I 5' ffi!YIDO<
ANTHONY V. DELEONARDIS
2010 SUBIDA TERRACE
CARLSBAD. CA 92009
760-436-4500
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EXISTING
GROLJ\O
APPROVED
THIS IS THE APPROVEO{n!T,..==c--
PLAN PER CONDITION NO NTATIVE MAflSITE
TENT A Tl VE PARCEL MAP MS 01-03
CONDOMINIUM PROJECT. 4 UNITS
PROPOSED
STRUCTLRE
9.50 F.F.
5'
2i, ------
'7
23'
PROPOSED
PATIO/SITE
WALL
t:,,.t:,,.D-t:,,. ..
PROPOSED
CONCRETE
SIDEWALK
SECTION A-A
NO SCALE
48'
18'
(j-1
I
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25·
18' 7
zi• -
AGUA
1--EDIOI\DA
LAGOON
SEE NOTE NO. I
ONSH=ETNO. I
-----;\ ------------:::--;T-T _/ --------------r-l --r -----r-t __ ...,.----------~----'---j
EXISTING ROLLED ---------~ --EXISTING
a.RB E GUTTER CONCRETE (TYPICAL) EXISTING A.G. SIDEWALK PAVErvENTE
BASE
TYPICAL SECTIOO -COVE DRIVE
EXISTING
GR~D
$i:J&tM~'fi'±i¼~ b~~·! 0
NO SCALE
ft.
~
EXISTING __,/
CONCRETE
SIDEWALK
PROPOSED
MASOl'RY
SITE WALL
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4
PROPOSED
CONCRETE
SIDEWALK
SECTION B-8
NO SCALE
EXISTING __.,
GRADE
PROPOSED
MASOl'RY
SITE WALL
PROPOSED
CONCRETE
SIDEWALK
SECTI OO C-C
NO SCALE
PROPOSED
STRUCTL.RE
9.50 F.F.
PROPOSED
STRUCTLRE
9.50 F.F.
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<.!) s ENGINEER OF WORK
~ !inlpea-Dye a•-=iatea
O ~ nd aun,agara
<{ 8348 q':NTI:R DRIVB/ STE. G. MESA, CA 91942 ~ TE~PH9NE (619) 234 FAX (619) 460-2f33
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<f}. EXPIRES 06-30-05 ~ Q 0 ._ _________________________________________________________________________________________________________________________________________ .._ ___ __., _ _.
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