HomeMy WebLinkAboutPUD 2018-0003; PACIFIC VISTA COMMERCE CENTER; Administrative DeterminationLEGEND
PROJECT BOUNDARY
STREET CENTERLINE
CURB
LOT LINE
RECIPROCAL ALLEY EASEMENT
PROPOSED PROPERTY LINE
ACCESS RIGHTS RELINQUISHED
PER MAP NO. 16145
SIDEWALK
PEDESTRIAN RAMP
SLOPE (2:1 MAX, ll.O.N.}
RETAINING WALL
R.C.P. STORM DRAIN
CURB INLET
STORM DRAIN CLEANOUT
STORM DRAIN HEADWALL
BIOFILTRATION OUTLET STRUCTURE
SEWER MAIN
SEWER MANHOLE
PRIVATE 4• SEWER LATERAL
2• WATER SERVICE W/Tli 1.5"
METER ANO BACKFLOW PREVENTER
8" OCOA (FIRE}
PRIVATE DOMESTIC WATER S.V.C.
v½½:1
====i;;J==== ====@]====
=======(
□
s--
s --
-----+-------< s
-----a---GJ,---W--
-[S--1----FS---
w--w--
PRIVATE WATER LATERAL WIT/i SUBMETER
PRIVATE FIRE HYDRANT
-----+-------< w
FIRE WATER SERVICE
EXISTING STORM DRAIN PIPE
EXISTING TYPE ':4-4" CLEANOUT
EXISTING TYPE "B-1 • CURB INLET
EXISTING CONTOUR
EXISTING CURB ANO GUTTER
EXISTING STRIPING
EXISTING G4S
EXISTING ELECTRIC
EXISTING SEWER MAIN
EXISTING WATER MAIN
EXISTING RECLAIMED WATER MAIN
EXISTING FIRE HYDRANT
EXISTING FENCE
EXISTING STREET LIGHT
FS ------,.--@,
ror.
''O' ., ' ''---1
El,
---?90 ________,,.
G---
E ---
S -0--
W ---
RW---
+o+
-x-x-x-
o--¢-
LIST OF ABBREVIATIONS
EXIST.
R/W
TYP.
F.G.
T.C.
F.F.
S.G.
AC.
f
f
I[
MIN.
P.P.
EP.
DIA.
V.C.P.
S.F.
LP.
T.W.
S.M.H.
G.F. o.u. s.c.o.
U.N.O.
LE
C. Y.
£0.£
R.C.P.
EXISTING
RIGHT-OF-WAY
TYPICAL
FINISHED GRADE
TOP OF CURB
FINISHED FLOOR
SUBGRADE
ACRE
PROPERTY LINE
CENTERLINE
FLOW LINE
MINIMUM
POWER POLE
EDGE OF PAVEMENT
DIAMETER
VITRIFIED CLAY PIPE
SQUARE FEET
LOW POINT
TOP OF WALL
SEWER MANHOLE
G4RAGE FLOOR
DWELLING UNIT
SEWER CLEANOUT
UNLESS NOTED OT/iERW/SE
INVERT ELEVATION
CUBIC YARD
EXISTING OVERHEAD
ELECTRIC
REINFORCED CONCRETE
PIPE
H
E
C
V
B.W.
H.P.
F.S.
C.B. c.o.
O.G.
STA.
OWG.
MAX.
ELEv. o.c.
SIM.
ST. LT.
PVT.
OWY.
PKWY.
GTR.
MOO.
O.G. s.o.c.o.
P.C.C.
HANDICAP PARKING
ELECTRICAL VEHICLE PARKING
COMPACT PARKING
CLEAN AIR PARKING/VANPOOL
ELECTRICAL VEHICLE PARKING
BOTTOM OF WALL
HIGH POINT
FINISHED SURFACE
CATCH BASIN
CLEANOUT
DECOMPOSED GRANITE
STATION
DRAWING
MAXIMUM
ELEVATION
ON CENTER
SIMILAR
STREET LIGHT
PRIVATE
ORIIIEWAY
PARKWAY
GUTTER
MODIFIED
DECOMPOSED GRANITE
STORM DRAIN CLEANOUT
PORTLAND CEMENT CONCRETE
PACIFIC v1STA COMMERCE CENTER NON-RESIDENTIAL PLANNED DEVELOPMENT PERMIT, PUD 2018-003
MINOR SUBDIVISION, MS 2018-0004
BUILDING A
TOTAL AREA: 75, 191± S.F.
GROUND FLOOR.· 68,321± S.F.
MEZZANINE· 6,870± S.F.
BUILDING B
TOTAL AREA: 121,093± S.F.
GROUND FLOOR: 112, 179± S.F.
MEZZANINE· 8,914± S.F.
BU/LO/NG C
TOTAL AREA: 214,716± S.F.
GROUND FLOOR.· 202,000± S.F.
MEZZANINE: 12,716± S.F.
SETBACKS
REQUIRED BU/WING SETBACKS.· FRONT 35' L.F.
SIDES 10' L.F.
REAR 20' L.F.
ADDITIONAL BUILDING SETBACK: ALL SIDES 4' L.F.
R/W
10' 26'
I 5' 4.5' '
[2% .,..~ 2%
72'
f
26'
I
2%
PACIFIC
OCEAN
RONALD ~ COLLEGE ';i'.
AV£ Cl
\I\
l'T\
S. MELROSE
OR.
AV/ARA PKWY.
POINSETTIA
LANE
VICINITY MAP
NOT TO SCALE
PARKING SUMMARY
OFFICE -61,650 S.F. AT 1/250:
MANUFACTURING -82,200 S.F. AT 1/400:
WAREHOUSE -267,150 S.F. AT 1/1000:
TOTAL PARKING REQUIRED:
STANDARD PARKING WIT/i 2-6" OVERHANG.·
COMPACT PARKING AT 25%:
PARALLEL PARKING.·
CLEAN AIR AT 8%:
EV STALLS AT 6%:
EV ACCESSIBLE PARKING.·
50% EV READY
ACCESSIBLE PARKING.·
TOTAL PROVIDED:
PARKING RATIO PROVIDED:
LONG-TERM BIKES AT 5%:
SHORT-TERM BIKES AT 5%:
R/W
10'
4.5' 5' !
2J -=--r
247 STALLS
206 STALLS
267 STALLS
720 STALLS
423 STALLS
178 STALLS
8 STALLS
59 STALLS
38 STALLS
6 STALLS
15 STALLS
727 STALLS
1.77/1,000
37 STALLS
37 STALLS
R/W
10'
W. SAN MARCOS
BOULEVARD
7'
SOURCE OF TOPOGRAPHY
BASE TOPOGRAPHY WAS GENERATED BY AERIAL TOPOGRAPHIC
SURVEY BY SAN-LO AERIAL SURVEYS ON MARCH 14, 1996.
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
BENCHMARK
DESCRIPTION.· 2• ALUMINUM DISC. STAMPED G.P.S.
CONTROL PT. 2002.
LOCATION.· IN SIDEWALK NORT/i SIDE OF PALOMAR
AIRPORT ROAD, 300 FEET WEST OF
MELROSE OR/VE
RECORD FROM: R.O.S. NO. 17271 (PT. NO. 71}
ELEVATION: 444.00 M.S.L.
DATUM: NGVO 1929
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY, IS TliE
CALIFORNIA COORDINATE SYSTEM NA083, ZONE 6, BASED
UPON THE GRID BEARING BETWEEN PT. NO. 78 ANO PT.
NO. 71 AS DESCRIBED IN RECORD OF SURVEY NO. 17271.
LE, N26"28'2o•E
72'
f
26'
9' 10' I
.
"'
26'
10' 9'
R/W
10'
7'
3.5' (MIN.}
r-v....-12• OR 16"
WATER MAIN
TYPICAL SECTION -EXIST. WHIPTAIL LOOP
PER DWG. 415-9J
UP TO 54•
STORM DRAIN
8 • RECLAIMED
WATER
16" WATER MAIN
A.C. PAVING
NOT TO SCALE
30 M.P.H. DESIGN SPEED T.L=7.0 WIT/i BASE
8" SEWER MAIN
TYPICAL SECTION -EXIST. WHIPTAIL LOOP
(UTILITIES) PER DWG. 415-9J
NOT TO SCALE
CITY OF CARLSBAD
Administrative Permit
LEGAL DESCRIPTION
LOT 23 OF CARLSBAD OAKS NORT/i PHASE 3 PER MAP NO. 16145.
GENERAL NOTES
1. EXISTING GENERAL PLAN DESIGNATION: PLANNED INDUSTRIAL, Pl
2. EXISTING ZONING: PLANNED INDUSTRIAL, P-M
3. EXISTING LANO US£· PLANNED INDUSTRIAL
4. PROJECT PRIOR APPROVALS.· SOP-2017-0002
5. THIS PROJECT IS LOCATED W/Tli/N TliE CARLSBAD OAKS NORT/i BUSINESS PARK SPECIFIC
PLAN NO. SP-211.
6. TOTAL PROJECT BOUNDARY GROSS AREA: 26. 1 AC.
7. TOTAL NUMBER OF LOTS EXISTING = 1
TOTAL NUMBER OF PARCELS PROPOSED = 3
8. NO PROPOSED GRADING
9. ALL LOT DIMENSIONS SHOWN ARE APPROXIMATE ALL LOTS TO MEET MINIMUM DIMENSIONS OF
UNOERL YING ZONING.
10. THE PROPOSED POST-BMP TREATMENT ARE HYOROMOO/FICATION/WATER QUALITY BASINS
BY SB&O INC. DATED 5-11-2017.
FOR ON-SITE HYDROLOGY ANO STORM WATER DISCHARGE SEE DRAINAGE STUDY PREPARED
BY SB&O INC. FEMA DATED 5-11-2017.
11. FLOOD ZONE DESIGNATION.· X
PANEL: 0769G
OWNER/APPLICANT • G477i"W4Y PACIFIC V/Ew, L.L.C., A DELAWARE LIMITED LIABILITY COMPANY
BY RREEF AMERICA, L.L.C., A DELAWARE LIM/TEO LIABILITY COMPANY,
ITS (NVESTMENT ADVISOR
CIVIL ENGINEER/LAND SURVEYOR
SB&O, INC.
3990 RUfflN ROAD, SUITE 120
SAN DIEGO, CA. 92123
PHONE· 858-560-1141
FAX: 858-560-8157
CONTACT.· MRON PARKER
ASSESSOR'S PARCEL NUMBER
209'-120-25-00
STREET ADDRESS
LOT 23 OF CARLSBAD OAKS NORT/i PHASE 3 {WHIPTAIL LOOP}
SCHOOL DISTRICT
CARLSBAD UNIFIED SCHOOL DISTRICT
UTILITIES
WA[£R.~
CARLSSi!D MUNICIPAL WATER DISTRICT.
SEWE,i·
C/Tr OF CARLSBAD
STORM DRAIN:
CITY OF CARLSBAD
TELEPHONE
SBC TELEPHONE
ELECTRIC·
SOG&E
~-
SDG&E
CABLE Z:k:'.
TIME WARNER CABLE
AUG 2 7 20i8
D
PLANNING DIVISION DATE ENGINEERING DIVI ION DATE
"' " ;:;-_ "' ;:;-_ "' 13
[;g ill i:',
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Ci
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TITLE SHEET ffi ---------------....---.-----------..... ----1" PREPARED BY: NO. REVISIONS DATE ~ • % u 1---+--------------+----t~
2 ~ ----------------+-----~
PLANNING ENGINEERING SURVEYING ~
3880 Ruffin Road, Suite 120 o'
San Diego, Ca. 82123 \1
858'560-1141 i!;
858'560-8157 Fax ;:;
(
t--3---2-~-V-£-~-~-r-m-~-L-------+-8---1-~-18-I~
-fQ ,.,.,p,,,_-1,/0 8-15-18 2 1ST SUBMITTAL 6-5-18 <§
"" AARON A RKER P.£ 68547 DATE 1 ORIGINAL 2-5-18 ili ....................... ____ ...._ ______________ ___,,_____, ____________ r-'" ___ ... <,;
NON-RESIDENTIAL PLANNED DEVELOPMENT PERMIT SHEET ~
AND MINOR SUBDIVISION PLAN FOR: f ~
PACIFIC VISTA ~
COMMERCE CENTER OF i
CITY OF CARLSBAD, CALIFORNIA 2 ~
72860.15
EXIST. BIO-FILTRATION \ BASIN NO. 2
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STORM DRAIN
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LOT 12
OPEN SPACE
k--------coNSERVATION EASEMENT--------ol;
PARCEL .J
12.122 AC.
B UILDING 'C'
PER F/N 2005-0264910
REC. 04/01/2005
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NON-RESIDENTIAL PLANNED DEVELOPMENT PERMIT,
MINOR SUBDIVISION, MS 2018-0004
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l
LOT 22
MAP N O. 14926
I I
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\~ LOT 24
MAP N O. 14926
~~i_· I t
I 'I' EXIST. BIO-FILTRATION BASIN I NO. 4
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71-1=~~
_1__ -----------~~-------------® _______ ...r-...,.,...---r ....._ _____ ___., ..___________ ~-
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SITE PLAN NOTES
EXIST. 810-RLTRATI\BASIN NO. 1
[I] 8" P. V.C. SEWER (PRIVATE) PER DWG. 505-4B.
@ SEWER MANHOLE (PRIVATE) PER DWG. NO. 505-48.
[Ij P.V.C. POTABLE WATER (PRIVATE) PER DWG. NO. 505-48.
[ij H.D.P.£ STORM DRAIN (PRIVATE} PER DWG. NO. 505-4.4.
@] WATER QUALITY BASIN OUTLET (PRIVATE) PER DWG. NO. 505-4.4.
0 INDICATES S.D.C.O. PER DWG. NO. 505-4.4. PROPOSED EASEMENT/AGREEMENTS
FS-FS --,s-FS FS-FS-FS
LO T 12 \
OPEN SPAOE I
J;j-FS-FS FS--FS
N85"29'23~251.7~ =----
PROJECT BOUND#?~-/ I I
EXIST. BIO-FILTRATION BAS. 0. 5 I
I
I
7 '
(TYP.)
I -----\
----LOT 3 \ r MAP NO. 14926 \
\
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N81"36 '33~~ J Rl \ ---\
\
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PUD 2018-003
0 STORM DRAIN INLET PER DWG. NO. 505-4.4. 0 PROPOSED COVENANT OF EASEMENT FOR PRIVATE l·>>>>>>>>>:<<<·I ." 11 @ RETAINING WALL PER DWG. NO. 505_4.4_ SEWER FOR THE BENEFIT OF PARCELS 1, 2, AND 3. .._ "
lgl 10• DCDA (!RR£' PER DWG. NO. W-22 AND 505_48. 0 PROPOSED COVENANT OF EASEMENT FOR PRIVATE i>----<>----n--;,i L::'.J / WATER FOR THE BENEFIT OF PARCEL 1. ~ f ~ .,
izg 2· WATER SERVICE WITH 2· METER AND BACKFLOW PREVENTER 0 PROPOSED PRIVATE SHARED PARKING AGREEMENT IN Aw-1 t~ 8 ~ 15~ 18 ~
PER CMWO W-20 ANO OWG. NO. 5o5 -4e. FAVOR OF PARCELS 1, 2, AND 3. (NOT PLOTT.4BLE) 1 ;;;-"
1,7 CONNECT TO EXIST. 12" WATER PER OWG. NO. 505-48. MRON PAri'KER P.£ 68547 DATE ~
l!.!J 0 PROPOSED COVENANT OF SHARED ACCESS EASEMENT ---------------------------.Po-------t"' lgj BIKE SHELTER PER DWG. NO. 505-4B. 4 FOR THE BENEFIT OF PARCELS 1, 2, AND 3. NON-RESIDENTIAL PLANNED DEVELOPMENT PERMIT SHEET ~
§ 10· RR£ (PRIVATE} PER OWG. NO. 505-4B. 0 PROPOSED COVENANT OF EASEMENT FOR CROSS-LOT EXIST. EASEMENT NOTES AND Al/NOR SUBDIVISION PLAN FOR: 2 :;i
~ ;;g~Lp~'::t~~ PARKING ~:;~f~N FAVOR OF PARCELS 1• 2, ANO 3" (NOT IT] PUBUC WATER EASEMENT GRAPHIC SCALE PACIFIC VISTA OF ~
c COMPACT PARKING 0 PROPOSED COVENANT OF EASEMENT FOR STORM WATER 58XX81 c:::z::J EXIST. EASEMENT FOR PUBLIC STREET AND PUBUC UTllllY ANO COMMERCE CENTER ~
v CLEAN AIR PARKING/I/AN POOL PARKING/ MAINTENANCE ANO BMP'S IN F-4VOR OF PARCELS 1, 2, INCIDENTAL PURPOSES, RECORDED JANUARY 23, 2007 AS INSTRUMENT 2 ~
L_ __ Ew_c_TR._rCAL __ ~_rc._'l£ ________________ A_M_'0_3._. ______________________ M_o._2,_0_0_7-_o_04_7._:5._'86_0F_o_mc_~_L_R._'£c_o._1?._'Ds._. ______________ 6_0 ___ 0 _____ 60 ____ 12,_o ___ 18_0 __________ ....1,, ______ c._1_TY __ a_'F_C._:4_R._'L_S._'8._~_D._,_c._:4_L_lfi_i1_'R._'M_~A _____ __._-;:;::;;;-;-:;:~
8-13-18 72860.15