HomeMy WebLinkAboutMS 05-19; HEMLOCK CONDOMINIUMS; Tentative Map Exhibit\
GRAPHIC SCALE
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EX PAVING
( IN FEET )
1 mch = 10 fl
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PREPARED BY:
Firm:
Nome:
Phone #:
FAX #:
AL TA CONSUL TAN TS
BARTOLOME J. PASTOR
4901 MORENA BLVD. # 409
SAN DIEGO, CA, 92117
(858) 581-6101
(858) 581-6138
ARTOLOME J. ASTOR DATE:
RCE 38606, E P. 3/31/2007
SITE
VICINITY lfAP
NO SCALE
ALTA CONSULTANTS
PLANNING ENGINEERING SURVEYING
4901 lh1rena Blvd. Ste. 409 San Oiecu, CA 92117 (856) ~61 -6101 Fu (858) 561 -6136
10B NO: 2fi7-08 DATE: AUGUST 17, 200fi
5
'/" 56.50 TW / /
53.50 TRW
40.~ BRW
SEWER
Cl E;ANOUT
/
/
(TO BE REMOVED)
PROJECT OWNER/APPLICANT: EX. POWER~'\' MR. ED MULLEN
MULLEN CONSTRUCTION
2890 PIO PICO
CARLSBAD, CA 92008
(760) 434-2233
MR. ED MULLEN DATE
POLE 'I' ,,
'I'
STREET DATA TABLE
PARCEL MAP NO . MS 05-19
TENTATIVE PARCEL MAP w z
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LEGEND:
ITEM STD. DWC's QUANTITY SYMBOL
FOR CONDOMINIUM PURPOSES
LECAL DESCRIPTION:
LOT 6 IN BcOCK E OF PALISADES, IN THE CITY OF CARLSBAD. COUNTY
OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF
NO. 1747, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN
DIEGO COUNTY, FEBRUARY 5, 1923.
BASIS OF BEARINGS
THE BASIS OF BEARING FOR THIS PROJECT IS THE CALIFORNIA
COORDINATE SYSTEM -1983 ZONE VI, 1991.35 EPOCH, NORTH
AMERICAN DATUM OF 1983 (NAD83), GRID BEARINGS BETWEEN
STATION 130 AND STATION 141 AS SAID COORDINATES ARE
PUBLISHED IN THE CITY OF CARLSBAD SURVEY CONTROL NETWORK
ESTABLISHED BY RECORD OF SURVEY NO. 17271, FILED IN THE OFFICE
OF THE SAN DIEGO COUNTY RECORDER ON FEBRUARY 8, 2002.
BENCH M4Rf(;
FOUND GPS CONTROL POINT NO. 141. 2.5"' BRASS DISC STAMPED
CLSB-141 LS 6215, PER CITY OF CARLSBAD RECORD OF SURVERY
NO. 17271. ~=1998491.11, E=6226887.85. DATUM: 26.7 MSL
PROJECT ADDRESS;
130 HEMLOCK AVENUE
CARLSBAD, CALIFORNIA, 92008
THOMAS BROS 1106-E7
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26'
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TW=56.5
PROPOSED
FG=50.5
EXIST.
FG=49.7 w
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EXISTING 1.5'
RETAINll~G WALL
ON ADJACENT
PROPER TV
TO REMAIN
UNDERGROUND
GARAGE WALL
Q • PERFORATED
WALL DRAIN
TYPICA b SECTION A-A
NOT TO SCALE
PROJECT NAME;
HEMLOCK PROJECT DEVELOPMENT SUMlfARY
SHEET TITC,E;
PARCEL MAP
DEMOLISH EXISTING TWO-STORY RESIDENTAL STRUCTURE,
CONSTRUCT TWO ATTACHED RESIDENTIAL UNITS. UNDERGROUND
GARAGE ACCESS FROM HEMLOCK AVENUE.
6' PRIVACY WALL
SURROUNDING PROP RTY
END 6 ' WALL
BE GIN 3,5' WALL•
54.00 TW
50.50 TRW
40.50 BRW
SERVICES FOR WATER, SEWER, GAS, ELECTR ICAL, TELEPHONE,
CABLE & ECT WILL BE ADDED OR UPGRADED AS NECESSARY
TYPE OF CONSTRUCTION: TYPE 5 NON-RATED
REFERENCE DBA"/NCS:
PARCEL MAP NO. 19382, MAP NO . 1747,
ASSESSOR'S MAP 204, PAGE 25
CITY OF CARLSBAD DRAWING NO. 124-6
GENERAL NOTES.·
PROPOSED LOT LINES---------------------------------------------
EXISTING CONTOURS----------------------------------------------
EXISTING CURB & GUTTER------------------------------------------
RIGHT OF WAY-------------------------------------------------
EXISTING WATER MAIN--------------------------------------------
EXISTING WATER SERVICE------------------------------------------
EXISTING SANITARY SEWER MAIN--------------------------------------
EXISTING SA NITARY SEWER LATERAL-----------------------------------
EXISTING OVERHEAD UTILITY /POWER LINES-------------------------------
EXISTING FREESTANDING/RETAINING WALL--------------------------------
EXISTING CONCRETE----------------------------------------------
PROPOSED RETAINING WALL-----------------C-2, C-4------------------
PROPOSED HIGH-VISIBILITY WALL/FENCING (MAX 42" HIGH)---------------------
PROPOSED CONCRETE---------------------------------------------
DRAINAGE FLOW DIRECTION------------------------------------------
PROPOSED SLOTTED DRAIN FOR BASEMENT RUNOFF--------------------------
PROPOSED STORM DRAIN-------------------------------------------
PROPOSED CATCH BASIN-------------------------------------------
PROPOSED SIDEWALK UNDERDRAIN-------------------------------------
ALL 3.5' FENCE/WALLS WITHIN FRONT YARD
SETBACK TO BE HIGH VISIBILITY MATERIALS
(PLEXIGLASS, WROUGHT IRON OR SIMILAR)
PROPOSED HOUSE (UNIT 2)
ELEVATED FF-54.00
ff..
ELEVA TED
PATIO
FF=54.00
FG= 0.50
I RETAINING WA.LL
JW 50.5,D
I I
TYPICAT. DRIVEWAY SECTION D-D
SCALE 1"=10'
ROW
-W--
-S -
0)---
--ONi;..__
-D----D---
1111111111111111111
HEMLOCK AVENUE
CATCH BASIN
TG=50.25
IE=49.65 1. EXISTING ZONING : MULTIFAMILY RESIDENTIAL (R-3) & COASTAL ZONE
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25'
16'
f----3'
2. GENERAL PLAN: RESIDENTIAL HIGH (RH), 15-23 UNITS/ACRE
GROWTH CONTROL POINT OF 19 UNITS/ACRE.
3. PROPOSED ZONING : SAME AS EXISTING
4. PROPERTY IS LOCATED WITHIN THE NORTH BEACH STUDY AREA
5. PROPOSED DENSI fY: 15.3 DWELLING UNITS PER ACRE.
6. NUMBER OF PROPOSED UNITS: 2
7. NUMBER OF PROPOSED LOTS
8 . NUMBER OF PROPOSED ON-SITE PARKING SPACES: 5
9. ASSESSOR'S PARCEL NUMBERS: 204-251-06
10. SEWER SERVICE: CITY OF CARLSBAD
11. WATER SERVICE: CARLSBAD MUNICIPAL WATER DISTRICT
12. FIRE PROTECTION: CITY OF CARLSBAD
13. GAS AND ELECTRIC: SAN DIEGO GAS 8' ELECTRIC COMPANY
14. TELEPHONE SERVICE: SBC
15. CABLE SERVICE: ADELPHIA
16. SCHOOL DISTRICT: CARLSBAD UNIFIED
18. NAD 83 COORDINATE INDEX: Nl 998492, E6226887
19. TOTAL SUBDIVISION GROSS AREA: 5,663 SQ. FT, 0.13 AC
20. TOPOGRAPHY PER ALTA CONSULTANTS (SURVEYED FEBRUARY 11, 2004)
21. STREET IMPROVEMENTS: REPLACE EXISTING CURB, GUTTER AND SIDEWALK
AS NECESSARY, REPLACE EXISTING DRIVEWAY WITH NEW 21' DRIVEWAY
22. EASEMENTS PER TITLE REPORT NO. 58002994-POl DATED MAY 19, 2005:
*AN EASEMENT LOCATED AT THE SOUTHWESTERLY 6 FEET AND THE
NORTHWESTERLY 6 FEET OF LOT 6, GRAN TED TO SAN DIEGO
CONSOLIDATED GAS & ELECTRIC FOR THE PURPOSE OF PUBLIC UTILITIES,
INGRESS & EGRESS, RECORDED JULY 10, 1923 IN BOOK 961, PAGE 3
OF DEEDS OF THE SAN DIEGO COUNTY RECORDERS OFFICE.
23. EXISTING VEGETATION CONSISTS OF TREES, BUSHES AND PLANTERS.
ALL EXISTING LANDSCAPING WILL BE REMOVED DURING CONSTRUCTION.
NEW LANDSCAPING, POTS AND PLANTERS WILL BE INSTALLED.
APPROXIM ATELY 10% OF THE SITE AREA WILL BE UTILIZED FOR
LANDSCAPING/PLANTING PURPOSES.
24. EXISTING FIRE HYDRANT LOCATED APPROXIMATELY 90' DUE WEST
OF THE PROPOSED PROJECT ON HEMLOCK AVENUE.
17. PROPOSED EARTHWORK:
CUT
FILL
2100 CY
N/A
2100 CY
MINIJIUJI SETBACKS: w z :::;
ARCHITECT:
URBI TECTURE PLATFORM
MR. JORGE OZORNO =
EXPORT=
WATE R DEMAN DS TA BLE
AVERAGE DAILY DEMAND (GALLONS PER DAY)
AVERAGE DAILY DEMAND (GPM)
P[AK DOl,/[Snc WATER DEMAND (GPM)
MINIMUM FIRE FLOW (GPM)
A V[RAGE SEWER GENERATION GPM
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3~• 9' ' .
16'
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MIN.
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RETAINING WA LL
VED
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NEW UNDERGRO UNO
GARAGE WAL
LOT WIDTH
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EXI STING 6'
RETAINING WALL
ON ADJACENT\
PROPERTY
TO REMAIN
EXIST.
FG=45.50
UNDERGROUND
GARAGE WALL
PERFORATED 0 WALL DRAIN
MIN.
TW=56.5
PROPOSED
FG=50.5
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1761 HOTEL CIRCLE SOUTH #350
SAN DIEGO, CA 92108
PHONE:(619) 255-7356
FAX: (619) 501-9876
EXIST. FG=50.20
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t?I '° 0 ci Revision 3: n_ v
O 11 a:: u.. Revision 2: Q_ u.. SEPTEMBER 8, 2005
Revision 1: AUGUST 17, 2005
smffT NA/,/[ CLASS/FICA noN AD T(VEHICLES) DESIGN SPffD (MPH) R/W (FT) L EXISTING S/W
v EXISTING CURB " & GUTTER TYPir;41. SECJ:J!JN. ~ PERFOR, :D TYPICAL SECTION C-C JULY 15, 2005
HEMLOCK A VENUE 2 LANE-RESIDENTIAL 16 --50
TYPIC4[. SECTION HEMLOCK AVENUE
NOT TO SCALE
WALL DRAIN NOT TO SCALE NOT TO SCALE Original Dote:
Sheet ___ of 1
HEMLOCK 257-08
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