LEGEND
PROJECT BOUNDARY
STREET CENTERLINE
LOT LINE
SIDEWALK
DIRECTION OF DRAINAGE
SLOPE ( 2: 1 MAX., U. O. N.) ii ' EE' l„' EYE
EASEMENT LINE
ADAPATHOFTRAVEL
RETAINING WALL
PRIVATE STORM DRAIN ( SIZE PER PLAN) SD
OUTLET CONTROL STRUCTURE El
TYPE B" CURB INLET
O
TYPE WING HEADWALL
CURB OUTLET
UNIT NUMBER 5
BUILDING NUMBER
O
SUBGRADE ELEVATION 481. 3 S. G.
FINISHED FLOOR ELEVATION 482. 0 F. F.
PRIVA E 6" SEWER MAIN S
PRIVATE 4" SEWER LATERAL ICJ
PRIVATE SEWER MANHOLE O
PRIVATE 4" FIRE SERVICE ICJ
PRIVATE 4" FIRE MAIN FS
PRIVATE 4" FIRE RPDA
PRIVATE 2" WATER MAIN W
PRIVATE DOMESTIC WATER SERVICE I^ J
PRIVATE 2" METER AND RPDA
PRIVATE I" RECLAIMED WATER SERVICE
PRIVATE TRASH ENCLOSURE
s y
EXISTING STORM DRAIN PIPE
EXISTING TYPE " A- 4" CLEANOUT a
EXISTING TYPE " B - I" CURB INLET
EXISTING CONTOUR 4001 -.--
EXISTING CURB AND CUTTER
EXISTING STRIPING
EXISTING GAS G
EXISTING ELECTRIC E
EXISTING SEWER MAIN S -- 0-
EXISTING WATER MAIN W
EXISTING RECLAIMED WATER MAIN RW
EXISTING FIRE HYDRANT N
EXISTING FENCE X II
EXISTING STREET LIGHT
LIST OFOF ABBREVIATIONS
EXIST. EXISTING B. W. BOTTOM OF WALL
R/ W RIGHT- OF- WAY H. P. HIGH POINT
TYP. TYPICAL F. S. FINISHED SURFACE
F. G. FINISHED GRADE C. B. CATCH BASIN
T. C. TOP OF CURB C. O. CLEANOUT
F. F. FINISHED FLOOR D. G. DECOMPOSED GRANITE
S. G. SUBGRADE P. C. C. PORTLAND CEMENT
AC. ACRE CONCRETE
PROPERTY LINE STA. STATION
CENTERLINE DWG. DRAWING
FL FLOW LINE MAX. MAXIMUM
MIN. MINIMUM ELEV. ELEVATION
P. P. POWER POLE O. C. ON CENTER
E. P. EDGE OF PAVEMENT SIM. SIMILAR
DIA, DIAMETER ST. LT. STREET LIGHT
E. O. E. EXISTING OVERHEAD PVT. PRIVATE
ELECTRIC DWY. DRIVEWAY
V. C. P. VITRIFIED CLAY PIPE
PKWY. PARKWAY
S. F. SQUARE FEET
S. D. C. O. STORM DRAIN
L. P. LOW POINT
GTR. CLEANOUTGUTTER
R. C. P. REINFORCEDCONCRETE MOD. MODIFIED
PIPE S. C. O. SEWER CLEANOUT
T. W. TOP OF WALL U. N. O. UNLESS NOTED
S. M. H. SEWER MANHOLE OTHERWISE
G. F. GARAGE FLOOR I.E. INVERT ELEVATION
C. Y. CUBIC YARD
DWY. DRIVEWAY
D. U. DWELLING UNIT N. A. P. NOT A PART
PVT. PRIVATE
PUBLIC UTILITIES
WATER,'
OTAY WATER DISTRICT
SEWER
CITY OF CHULA VISTA
STORM DRAIN:
CITY OF CHULA VISTA
TELEPHONE
AT& T
POLICE AND FIRE
CITY OF CHULA VISTA
CABLE T. V.
COX COMMUNICATIONS
SCHOOLS
CHULA VISTA ELEMENTARY SCHOOL DISTRICT
SWEETWATER UNION HIGH SCHOOL DISTRICT
TENTATIVE MAP FOR:
SPRUCE ROAD
CITY OF CHULA VISTA, CALIFORNIA
TT
KEY MAP
SCALE: I" = 40'
PROJECT AREA SUMMARY
AREA ( S.F.) AREA ( AC.) PERCENTAGE
BUILDING COVERAGE 7, 458 0. 171 19. 3%
PRIVATE DRIVEWAY/ PARKING 7, 972 0. 183 20. 6%
COMMON AREA OPEN SPACE 6, 550 0. 150 17. 0%
PRIVATE AREA OPEN SPACE 1, 485 0. 034 3. 8%
FLOOR AREA 45% MAX. 22, 977 0. 527 49. 8%
OPEN SPACE CALCULATIONS
PROVIDED = PRIVATE: 135 S. F./ D. U. = 1,485 S.F.
COMMON: 6, 550 S.F.
TOTAL: 8035 S. F.
DENSITY BONUS DEVELOPMENT
STANDARDS WAIVERS
REQUESTING DENSITY BONUS VARIANCES FOR THE FOLLOWING:
INCREASE MAXIMUM BUILDING HEIGHT FROM 28' TO 35'
INCREASE MAXIMUM NUMBER OF STORIES FROM 2. 5 - FLOORS TO 3 - FLOORS DECREASE REAR SETBACK FROM 20' TO 15'
DECREASE REQUIRED LANDSCAPE BUFFER ALONG MAIN STREET FROM 20' TO 12' EXEMPTION FROM 250 SF/ DU PER CHULA VISTA MUNICIPAL CODE 15. 56. 020 INCREASE MAX FLOOR AREA RATIO FROM 45% TO 49. 8%
AFFORDABILITY
NUMBER OF AFFORDABLE UNITS: I
LEVEL OF AFFORDABILITY.- VERY LOW
SEE SITE PLAN SHEET 3 FOR LOCATION OF AFFORDABLE UNIT
PARKING CALCULATIONS
PARKING REQUIRED: 2 SPACES/ O. U. = 22 SPACES
PARKING PROVIDED:
GARAGE PARKING STALLS: 22 STALLS
GARAGE PARKING AREA/ D. U.: 430 SF
STANDARD OPEN PARKING STALLS: 7 STALLS
ADA PARKING STALLS: I STALLS
MAIN STREET PARALLEL PARKING: 9 SPACES
TOTAL PARKING PROVIDED 39 STALLS
LEGAL DESCRIPTION
THE LAND REFERREDTO HEREINBELOWIS SITUATEDIN THE CITY OF CHULA VISTA, COUNTYOF SAN DIEGO, STATE OF CALIFORNIA, AND IS DESCRIBEDAS FOLLOWS:
LOT 102 OF WOODLAWNPARK, IN THE CITY OF CHULA VISTA, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDINGTO MAP THEREOFNO. 1271, FILED IN THE OFFICE OF THE COUNTYRECORDEROF SAID SAN DIEGOCOUNTYJUNE 30, 1910.
EXCEPTINGTHEREFROMALL THOSEPORTIONSOF LOT 102 OF WOODLAWNPARK, LYING WITHINA STRIP OF LAND 60.00 FEET WIDE, LYING 34.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBEDCENTERLINE.
ASSESSOR' S PARCEL NUMBER
624- 042- 11- 00
PROJECT LOCATION
SPRUCE ROAD, CHULA VISTA, CA. 91911
GENERAL NOTES
1. TOTALPROJECTBOUNDARYGROSSAREA: 46, 149 S.F.
2. TOTALNUMBER OF EXISTING/PROPOSED NET: 38,636 S.F.
3. THISSUBDIVISIONIS A CONDOMINIUMPROJECTAS DEFINEDIN SECTION4125 OFTHE CIVIL CODE OF THE STATE OF CALIFORNIA, CONTAINING11 DWELLINGUNITS ON LOT 1, AND IS FILED PURSUANT TO THE SUBDIVISIONMAP ACT.
4. MAX. DENSITY: 6.0 D.U./ A.C. ( 7,000 S.F/ UNIT)
PROVIDEDDENSITY..- 10.39 D.U/ A.C. ( 4,195 S.F. UNIT)
5. EXIST. ZONING: RI - P7.
6. PROPOSED ZONING: RI - P7.
7. LAND USE: RESIDENTIAL.
B. THISMAPSUBSTANTIALLYCONFORMSTOTHECITYOFCHULAVISTAGENERALPLAN, THE MAIN STREET MASTER PLAN.
9. THIS PROJECTIS LOCATED WITHIN THE AIRPORTINFLUENCEAREA OF BROWNFIELD MUNICIPAL AIRPORT.
10. THECVFDREQUIRESA MINIMUMI" METERSIZEFORALLNFPAI3DFIRESPRINKLERSYSTEMS.
II. STORMWATERTREATMENTANDDETENTIONFACILITIESAREBEINGPROVIDEDON -SITE.
12. "PLANSFORTHEDESIGNANDINSTALLATIONOF THEFIREPROTECTIONSYSTEM(S) AREA
DEFERREDSUBMITTAL AND SHALL BE SUBMITTEDAND APPROVED, PRIOR TO ANY INSTALLATIONWORK, TOCVFDFIREPREVENTIONDIVISIONLOCATEDAT 276 FOURTHAVE, BLDG. C. ( 619) 619- 5029" LIST THE SYSTEMS TO BE SUBMITTED.
13. THIS PROJECTSHALL COMPLY WITH2019 CALIFORNIABUILDING CODE (CBC), CALIFORNIA
MECHANICALCODE (CMC), CALIFORNIAPLUMBINGCODE (CPC), CALIFORNIAELECTRICALCODE
CEC), CALIFORNIA FIRE CODE ( CFC),
CALIFORNIAGREENBUILDINGSTANDARDS. E2019CALIFORNIA2019ASADOPEDAND AMENDEDBY THE STATE OF CALIFORNIA AND THE CITY OF CHULA VISTA.
14. THECOMPACTEDFILLSOILANDFORMATIONALMATERIALSARECONSIDEREDSUITABLEFOR
SUPPORT OF ADDITIONALSTRUCTURALFILL AND/ OR LOADS FROM THE PROPOSED DEVELOPMENT. HOWEVER, PROCESSING, MOISTURECONDITIONING, AND COMPACTIONOF THE UPPERI TO2 FEETOF THEEXISTINGFILLWILLBEREQUIREDPRIORTOTHECONSTRUCTION OF THEPLANNEDIMPROVEMENTS. THEEXISTINGSANDIEGOFORMATIONEXPOSEDAT GRADE IN THENORTHEASTERNPORTIONOF THESITESHOULDBE UNDERCUT3 FEETFROMFINISH GRADE AND REPLACED WITHPROPERLYCOMPACTEDFILL.
15. THEBUILDINGPADSSHOULDBE GRADEDSUCHTHATAT LEASTTHEUPPER3 FEETOF MATERIALSBELOWPROPOSEDPAD GRADEAREA COMPOSEDOF COMPACTEDFILL. THE
UNDERCUTBOTTOMSSHOULDBE SLOPED TO DRAIN AWAY FROM THE BUILDINGPADS AND TOWARDSADJACENT STREETSOR TOWARDTHE DEEPERFILL AREAS.
16. ALL SEWAGEFROM THE PROJECTFLOWS TO EXIST. SEWERIN MAPLE DRIVE.
17. 25' WALNUTDRIVETOBEVACATED. SEESECTIONa ANDSHEET7FORDETAILS.
18. FEMA FLOOD ZONE TYPE AE; PANEL NUMBER 06073C2156G
OWNER OWNER APPLICANT
CITY OF CHULA VISTA GEORGIA PROPERTIES, INC. GEORGIA PROPERTIES, INC. 276 FOURTH AVE. 1642 MYRA CT. 1642 MYRA CT.
CHULA VISTA, CA 91910 /
r CHULAVISTA, CALIFORNIA91911
CHULA VISTA, CALIFORNIA 91911
I'/9'PHONF:
PHONE: 619- 606- 5544
5- 5- 2025
L Y IPO IA DATE
CIVIL ENGINEER/ LAND SURVEYOR
SB& O INC.
3990 RUFFIN ROAD, SUITE 120
SAN DIEGO, CALIFORNIA 92123
PHONE: 858- 560- 1141
CONTACT STEPHEN OTT
LANDSCAPE ARCHITECT ARCHITECT
GMP FLAIR ARCHITECTS, INC.
3176 LIONSHEADAVENUE, X102 470 WALD
CARLSBAD, CALIFORNIA 92010 IRVINE, CALIFORNIA 92618
PHONE: 858- 558- 8977 PHONE: 949- 789- 7535
CONTACT: JOHN PATTERSON CONTACT., BETIINA GRUBERT
EARTHWORK QUANTITIES
CUT., 2, 600 C. Y.
LANDSCAPE ARCHITECT' S STATEMENT
FILL: 2, 900 C. Y.
IMPORT: 300 C. Y.
I am familiar with and agree to comply with the requirements of the landscape improvement plans as described in Chapter 20. 12 of the SHEET INDEX City of ChulaVistaMunicipalCode. I haveprepared theseplans in 1 TITLE SHEET & KEY MAP aoFessloHc compliance with those regulations. I certify that the plan 2 NOTES, DETAILS, & TYPICAL SECTIONS , o implements the regulations to provide efficient water use. 3 TENTATIVE MAP 4 ADA, FIRE ACCESS & TRASH PLAN N a ;
5 PROPOSED EXHIBIT
No. 070666 s Q
JOHN PATTERSON DATE
6 TRASH ENCLOSURE DETAIL tt
7 TENTATIVE MAP DETAIL SHEET
L- 1 CONCEPTUAL LANDSCAPE PLAN *
9Tf
o1vl
L- 2 CONCEPTUAL ENLARGEMENTS aF
L- 3 CONCEPTUAL IRRIGATION & WATER USE cn t'
rr
TURQUOISE L- 4 CONCEPTUALSHADE CALCULATIONS
CT
WALNUT TOPAZ CT PSG"
80 NO. REVISIONS DATE
DR.
B
E. PALM-
N)
c7
RUCf- BLD zRD. J
SURVEYINGP0Q- ?
p p O PLANNING ENGINEERING 7 7TH SUBMITTAL 5- 5- 25
LOTUS DR. . 4i W 3890 MurphyCanyonRoad, Suite 150 San 6 6TH SUBMITTAL 2- 19- 25
SYCAMORE Q
OR. . FQ
Diego, Ca. 92123
858- 560- 1141 5 5TH SUBMITTAL 9- 20- 24
858- 560- 8157 Fox 4 4TH SUBMITTAL 6- 14- 24
ORANGE -' MAIN ST.
SITE
3 3RD SUBMITTAL
QSCI.
1- 13- 23
DR.
DEREK WY. MELROSE C
5- 5- 25 2 2ND SUBMITTAL 9- 26- 22
Iyy Y
TOURMALINE STEPHEN C. OTT P. E. C70666 DATE I INITIAL SUBMITTAL 6- 10- 22 CT.
TENTATIVE MAP TM22- 0004 SHEET
VICINITY MAP 1SPRUCE ROADNOT TO SCALE OF t,
THOMAS BROTHERS PG. 1330, GRID G- 5
5TH EDITION TITLE SHEET & KEY MAP I 7CITY OF CHULA VISTA, CALIFORNIA I a 76700. 10
XIST. DEVELOPMENT
APN. 624- 450- 1600 17. 4' 25' EXIST. WALNUT
DRIVE TO BE
VACATED
PER..
EXIST. GRADE \
RETAINING WALL PER
DWG. NO. ------
RETAINING W
CCVGRD-05FALLPR07ESAFETY
RAILPROP. 5MOEP. C. C. SIDEWALK
EXIST.
PROP. R/ W PROPERTY
BOUNDARYI 10MIN. SPRUCESETBACK
ROAD EXIST.
ROADWAY
EASEMENTR/
W DEDICATIONMOTHVARIES. SEE
SHEET 7 FOR DETAILS
26' MDE
PROP. STREETWIDENINGVARIES
PROP.
6"
CL AND GUTTER
5' WIDE
P. C. C. EXIST. PROP.
R/ W
EXIST. Q R/ W R/ W 40' 15'
SETBACK 20' 12.
5' 7. 5' R/W DEDICATION. SEE13' 13'
I- SHEET 7 FOR DETAILSx .- EXIST.
FENCE
TO r rl
VARI
CUT2'
SAWCUT I / PROP.
5'
PUBLIC PROP. A.
C. P. C.
C. SIDEWALKPAVEMENTPROP.
6" CURB PROP. A.
C. BERMAND GUTTER EXIST. EDGE
OF PAVEMENTTYPICAL
SECTION
ti EXIST. MAPLEDRIVE NOT TO
SCALE BUILDING2
20'
PVT.
DWY. "A' BUILDING 1
PVT.
COURTYARD
A
SITE
SECTIONA NOT TO
SCALE COMMONOPEN
SPACE RISERS SSEE
PER L. S. PLANSPROP. 17'
R/ W MAPPING ¢ DEDICATION SEE
SHEET 7 FOR DETAILS
EXIST. R/
W PROP. RI
BUILDING1
34'
20' PVT. OWY. " A" I TMAIN
STREET
EXIST
4. 5'
PUBL P.C. C.
SIDEWALKL PROP. 5'
WIDE-
P. C. C.
SIDEWALKB SITE I
NOT TO SCALE
EXIST R/ W
MAPPING
Q 51'
34' PROP.
8'
PARKING
EXIST. 13' TRAVEL
I PROP.
6'
BIKE
LANE, EXIST. 15' EXIST.
11. 5' LANE/ TURNINGVAS ROES XIST.
6' CURB
EXIST. A. C. BERM INDGUTTERTO
BE REMOVED PROP. EXTENSIONOF
ROADWAYTO MATCH
EXIST. CROSS -SLOPE
TYPICAL SECTION N
MAIN STREET NOTTO SCALE
PROP. 6" CURB
AND GUTTER4.
5' LANE
PROP. R/W
17'
R, DEDICA
7IC SHEET
7 FOI
10' PARKWAY2I
IEXIST. 11.
5' EXIST. 13' TRAVEL
TRAVEL oI
I 1'
SAWCUT W------------
VARIESI
2% i RITHXIIA - 2%( TYp
PROP.
5' PUBLIC
P. C. C.
SIDEWALK6' CURBWATER
QUALITY1,
020 S.
F. 133. 2 BOT.
3 MAPLESTREET PROP. 6"
CURB
AND GUTTERPROP.
4. 5'
WIDE P. C. C.
SIDEWALKPROJECTBOUNDARYVARIES)
PROPOSEDEXIST.
PROP. EASEMENT TO CITY
OF CHULAR/ W R/ W VISTA FOR SPRUCE
ROAD R/ WVARIES VARIES
R/W SETBACKVARIES13' 13'
BUILDING
I i VARIES EXIST.
26' 7'
R/
W DEDICATION. SEEI II FENCE
SHEET 7
FOR
DETAILS EXIST. AC BERM
FACE OF I' SAWCUT : PROPOSE
BUILDINGJ
2' SAWCUT
V-- -
IES- EXIST.
FENCETO
BE REMOVED
P. 6" CURB
ANDGUTTERPROP.
4. 5' PUBLIC P.C. C.
SIDEWALKREMOVEAND REPLACE
PROP. 6" CURB
EXIST. PAVEMENTAND
GUTTER TYPICAL
SECTIONN
EXIST SPRUCE ROADNOT TO SCALE
R/ W 60'
R/ W 20'
40' I
tit" t12'
ACBERMI I
I A. C.
BERM
I'
A/ 7jE- S
VARIESVARIESVpR1E5JpRIE — L' aR/ E-
S TYPICALSECTIONNEXIST.
WALNUT DRIVE NOTTO SCALE 76700.
10 l
a' E i APP E 4 0-. 120
ROAD
SRCE ENCROACHING - - _ .'
31 "
TO
9 - • 2 D
r1
R/
I
I Is - L ' OAD
CURB CUT AND SPLASH t h ro - APN, E2}- 042- 1900APJV: 62'.-'. 50 1900 A
R PROP. ROLLED PAD GS - 5. 01 _ r26' PROP. STREET WIDENING 14SPRUCE ROAD R/ W TO BE DEDICATED. - " IR. _ _ _ _ CURB U"'i y
SEE SECTION B SHEET 2 AND SHEET 7,
AND
DAEA_
o
BOUNDARYOFMAP62PARCELS >
r r
s _ ROAD E '{ _
FOR DETAILS.
SpR,U.cE
DE, DICA _.- - N873532W - \ ------
45. 76'
GC
EASEMENT _
TION
ys
EXISTING BOUNDARY -'' J-. EXIST. R/W Nm
N16_9E _ _— , ! ;
REFLECTIVE FLEXIBLE DELINEATOR ` N8332"04" PRpPGUT - _ CURB EXISTFENCEi0 - -'< < i
POSTS ALONG PAVEMENT EDGE ( TYP.) \ 4788, W AND _ REMOVED (TYP.) 3 -:. EXIST.
ROP. \ ->`
1 so -
PED- RAMP
BE
APN- 524- 450- 1€100 s ° n
P
PUBLI . u
TW FG
1 144. 0 TW `- . pROPR \ " ' . SIDEWALK
OP. C _ W
2 137. 6 FS
LK 5 //. 1
10' SETBACK
6 j \ PROP. CROSSWALK
h 9 FEMA FLOOD ELEVATION
APN: 624- 450- 1700 - 3 PER EXISTING TOPOGRAPHY
NO PERMANENT STRUCTURE 22
ELEV 130. 0
IS ALLOWED WITHIN THE 132. 5 FG
45. 0 W. • SDG& E EASEMENT_ B i . 25 SG\ ti u` BOUEXNDARY
PROPERTY
1326 F. G. . \
1 -
10 \ ; -
MAP 1271
102 -
20' R- 1 ''
bb\
API): -
I APN, 823- 042- 0J00
SETBACK _ z
E24 - D , 2- 1100 .:,
MAP11982r ( p0 \
1 15' a -
EXIST. FENCE TO APN:
524- 450- 1500 0f•
O " 1_ _
8 3 BE REMOVED (TYP.) 15'
SETBACKb 4 > o /
I ;
I MAPLEDRIVE R/ W DEDICATION. SEE TYPICALWITH
DENSITY , `o - 4. 8 y e
40,
SECTION SHEET 2 ANDSHEET7 FORDETAILS. W'"'"""""
BONUS
to
b b
9 7S/
HI DEDCATION.
N
13'
20'
6 /
N M 106
v
m DETAILS FOR
j
A
V `? ,
n, ,
a. of a V
13Z6D0
SG 1
4 ,^y> ^
mq w Nm ' 26' PROP. STREET w,/ "'
w '
WIDENING AND REPAIR25'
WALNUTDRIVE TO BE - A ,, sV ® D CURB IN
l
2 Q . t 11 c-i <:1, VACATED.
SEE SECTION ' 13260 Sc \ V 6' CURBTRANS - AND
SHEET 7 FORDETAILS. b \ F I "
5 _
1 PROPOSED SMH fl
APN:
624- 450-150•,0 -. i \
bb
w '`` 6
9'
I '
2. 5 ^ 128.
8 RIMI
p_f G •` % O ( TYF)
m '.'• TYP), , ro rn 1 113.
08 IE PROPOSED
BOUNDARY m -
W
Nm " u A82O
1400 ® m ` ` n
0 ^"
i PROPOSED S. M. H b • ' m ''
TRASH
ENCLOSURE
1 pW 2 y I ill - CONNECTTO EXIST. I I ®
vim'
o 5 CONCRETE APRON / • • h u- sl_ PUBLIC 8" SEWER MAIN4i EXIST.
PUBLIC
8" WATER MAIN5' PROP
PUBLICz.
W
EX15T. PUBLIC 8" SEWER MAINm y2
1381F.
G. - SIDEWALKPER DWG -
1 PROP R/
W 2' OVE ( TYP) 4 -
D 3185
2 EXIST
RAP MATCHEXIST.
SIDEWALK - - 9 - _ _ .: 188. 77" I ' _ L
i N8934'
15" E*' _ PROP. 6' - __- ______ __________ - ___ _______ __ _ ___ - ______-.:._-__ TREE LAWN BIKE LANE -----`
17' R/
W DEDICATION. r 5' PROP. PUBLICEXISTINGBOUNDARY
MAIN STREET SEE SECTION
e Y-
SIDEWALK
8' PARKING
SHEET7 FOR 2 DETAILS 4
RELOCATE
STREET
LIGHT16. 5'
PROP. STREETWIDENING _-- - -. __
VERTICAL CLEANOUT
WITH LOCKABLE CAP AT THE
END OF EACH SUBDRAIN. EXTEND18" BIOFILTRA DON ABOVE FINISH GRADE ( TYP.) SOIL MIX 51N/ HR MIN. PERC
RATE RIP - RAP
WITH NO. 2 BACKINGEXIST. BASIN OUTLET l0 12"
FREEBOARD477N7 `La
3H: IV
MIN. 263. 0
j6" SUBDRAIN TO BE CONNECTED1 TO
EXIST. OUTFLOWPIPE WITH 2" 1: 1
SLOPE (TYP.) BOTTOM DIA.
ORIFICE
PER HMP REPORT18" AGGREGATE
STORAGELAYER: 30 MIL PVC LINER12" CL.
2 PERMEABLEPERCAL TRANSSPEC68- 1. 025 WITH (IMPERMEABLE) HOPE OUTFLOW 6" FILTER COURSEABOVE 3" CLEAN ANDWASHEDSAND3" AGGREGATE ASTMNO.
33) OVER3" LAYER OF ASTM NO. 8 STONE. BELOWSUBDRAIN STORM DRAIN CONNECTTO CURB
OUTLETA DETAIL
WATERQUALITY3 NOT
TO
SCALE EASEMENTNOTES
EASEMENT OFOFFICIA
PUBLIC
PURPOSESRECORDS
AFFECTS 488,
AS DESCRIBEDTHEREIN. CENTERLINEUTILITIES, ANDEGRESS PURPOSES BOOK
1337, PACE 236, OF OFFICIALRECORDSAFFECTSAS DESCRIBED
THEREIN. UTILITY NOTESO PROPOSED
2" POTABLE
METERWITH 2" SERVICEAND2" BACKFLOWASSEMBLY. O PROPOSED4" FIRE RPDA. O PROPOSEDI" IRRIGATION
METERWITH 2" SERVICE. 4O PROPOSED2" WATER
MAIN (PVT.). 0 PROPOSED4" FIRE
MAIN (PVT.). OPROPOSED8" SEWER
MAIN (PVT.). 7OPROPOSED18" STORM
DRAIN (PVT.). 8OPROPOSEDWATERQUALITY
BASINPER e 3 gOPROPOSEDREVERSECURB
OUTLET. 1p PROPOSEDPRIVATESEWER
MANHOLE. 11 PROPOSEDPUBLICSEWER
MANHOLE. CONSTRUCTIONNOTES 7Q RETAINING
WALL CV620
PERCCV GRO-05. 2 PROPOSED20' DRIVEWAY
APRONPER CITYOF CHULAVISTASTANDARDGSI-01. SIDEWALKUNDERDRAINPER GS -
5. 040 AND SPLASHPADPER
GS - 5. 06 SAWCUTEXIST. PAVEMENTI'
FROM FACE OF EXIST. A/ C
BERMCONCRETECROSS -GUTTERPER
SDRSD G- 12 @: IPEDESTRIAN
RAMPCITY
OFCHULA
VISTA STANDARDGSI- 08. ON -
SITE FENCINGAND
LIGHTINGPER LANDSCAPEPLANS. QI FEMA
FLOOD ZONE
TYPE:
AE PANEL NUMBER, 0607302156GQ•
UNIT 10IS DESIGNATED
AS
THEVERYLOW AFFORDABLEUNIT. QRpf
ESSIOA,41 No.
C70666Am GRAPHIC
SCALE0IV 20
0 20
40 60 Ste OF CAl` f
EXISTING B(
LEGEND
PROPOSED FIRE ACCESS ROAD
SEE NOTES I AND 2.
FIRE TRUCK FOOTPRINT
SEE NOTE 3.
HOSE PULL - -
RADIUS AROUND FIRE HYDRANT
300' EXISTING, 150' PROPOSED)
EX. HOME /- " PROPOSED CURB
I
0' ESMT RS ENCROACHING TO - _ EXISTING FIRE HYDRANT __
1013= SPRUCE
ROAD R/ W
R
I
FIRE HYDRANT
PRIVATE FIRE MAIN —
I PRIVATEBACKFLOWDEVICEBOUNDARYOF PARCELS -
1- 4 OF MAP 6213 - ADA ACCESS
ROADREADa-
D E _ S'\ TRASH ENCLOSURE
No LCJ+/
O1. FIRE APPARATUS ACCESS ROAD DIMENSIONSSHALL
BE A MINIMUM OF 20 FT. IN WIDTHAND HAVE AN
UNOBSTRUCTEDVERTICALCLEARANCEOF 13 FT.
y,P.,
i .-.
i J
i _ `.
2. E WITHCHULA VISTA FIRE DEPARTMENT
FIRE APPARATUS ACCESS ROADS SHALL BE MARKED AS FIRE
LANES IN ACCORDANC__ --__ (
CVFD) STANDARDS.
O - I
3 UCK IVRN ANALYSIS WAS ROG CITY OF
rr,. 4. EXISTINGPUBLIC HYDRANTSSURROUNDINGCOMMUNITYWILL PROVIDE THE REQUIREDFIRE FLOWOF 1500 GALLONSPER
MINUTE (GPM) FOR A 2 HOUR DURATION. PER CITY OF CHULA
VISTA FIRE PR07EC77ONDEPARTMENT, THE EXISTINGPUBLIC FIRE i \' - HYDRANTS MEET THIS REQUIREMENT.
G• - -
te\ 5. EXISTINGFIRE HYDRANTSSHALL MEET CALIFORNIAFIRE CODE CFG) SEC77ON507.5. 1 ( 600' TO ALL EXTERIORPORTIONSOF
BUILDINGSAS MEASUREDALONG AN APPARATUS ACCESSROAD).
i - 6. THE MINIMUMSIZE AND DIMENSIONOF THE BUILDINGADDRESS1NUMBERS SHALL BE 6 INCHESIN HEIGHTWITH 1 - INCHSTROKE1 \` • \\ - -
WIDTH OR LARGERREADILYVISIBLE AND LEGIBLEFROM THE ADJACENT STREET.\ ; - \ EXISTINGBOUNDARY 7. THISPROJECTIS TOBE PROTECTEDTHROUGHOUTBY AN 1 - • \° APPROVED AUTOMA77C FIRE SPRINKLERSYSTEM IN s
ACCORDANCE WITH NATIONALFIRE PROTECTIONASSOCIATION1- (
NFPA) 130. EACHUNIT WITHINDUPLEXSHALL BE PROVIDED0\ \ \ WITH ITS OWNSEPARATEDFIRE SPRINKLERSYSTEM. SEE i
PLUMBING PLANS FOR ADDITIONALINFORMATION. 00
i 1GENERAL
TRASH NOTES 1'
PROPOSED BOUNDARY - - 1.
THEPROJECTIS A RESIDENTIALSMALL QUANTITYGENERATORiJiI ;' (
SQG) AS DEFINEDIN THECITYOF CHULAVISTA RECYCLINGAND SOLID WASTE PLANNINGMANUAL. m '
q
I '('
2. THEPROJECTSHALL HAVE WEEKLYTRASH AND FOOD/BEVERAGEr
CONTAINER RECYCLINGCOLLEC7IONIS THEMINIMUMJOs/
I REQUIREMENT. ALL MULTI -FAMILY, COMMERCIAL, INDUSTRIAL AND PUBLIC FACILITYPROPERTIESMAY SUBSCRIBETO SERVICETHAT u
y,
IIS
MORE FREQUENT.,, ., 3. THEPROJECTSHALL HAVE CURBSIDECOLLECTIONOF TWOOR w` •'•- MORE
96 GALLONOR SMALLERTRASH AND RECYCLINGCARTS- TRASH
ENCLOSURE. AT
THECURBFOR WEEKLYCOLLECTIONON THEIRASSIGNEDSEE
SHEET6 FORCOLLECTION
DAY.` O ) :"
DETAILS 4 ANDCUSTOMERSALSO
RECEIVEYARD WASTE, OIL
FILTERCOLLECTIONSERVICE. BULKY
ITEM, USED OIL r `
ro 1 5. ASPHALTAND CONCRETEDRIVEWAYSAND CURBSPROVIDEDIN PROJECT SHALL BE ENGINEEREDTO WITHSTANDMULT7PEWEEKLY
TRIPSBY FULLY -LOADEDTRASH/ RECYCLETRUCKS. I
6. DENOTESWASTE COLLECTIONTRUCK TURN PATH 42 FT. LONGx8 FT. WIDETRUCKWITH 37. 1 FTTURNINGRADIUS USED IN j5<
1;
f
ANALYSIS. J
7. STREETSAND DRIVEWAYSSHOWN INTERNALTHE PROJECTSITE i -
8. U77LITYSHALLLINESENSHOWNINTERNALTHE PROJECTSITE SHALLBE iSIDEREDPRIVATE.
CONSIDERED
URIVATEUNLTARNS WEORSERRWIEENOTED.
1I_
9. INSPLYL KITTHTHECITYOFLDINGARYCHULAVISAESTANDARDSCERALS ANDSHALLI' I
CALIFORNIA PLUMBINGCODE. MINIMUM2% FROMTHEFARTHESTiPLUMBING FIXTURE TO THE SEWERMAINSERVINGVICINITY.• y • • ••• s• . e ' 10.
SEE
BUILDINGPLANFOR TRASHAND RECYCLINGCONTAINERi STORAGE
INSIDE GARAGE. YARD CLIPPINGCONTAINERTO BE Z EXIST.
F.
H. N STORED IN SIDE YARD. 11. H.
O. A. WILLBE RESPONSIBLEFORREMOVING STREETSCAPEK V----------- —-------- — —.----------- "-- ,----- ---— — o —- MATERIAL
SIDE
YARDCLIPPINGS.
WILL BE RESPONSIBLE
FOR FRONTAND a_ - Y - ."- — — ._ 12.
HOMEOWNER
GREEN
WASTETO BE RECYCLEDBY THEW HOMEOWNER. PARKWAYAND ALLEY LANDSCAPEGREENWASTEJ 1 / i ,' I _ _ _ - - - v
3 TO
BE
RECYCLED
BY THE H. O. A. TI BEV1
1 WILLMANDATE THAT ALL FOOD WASTEORGANICSE H. O. A.
MAINSTREETi
RECYCLEDAND NOT
DISPOSED OF IN LAN EXISTINGBOUNDARYI __ _. ___-
GRAPHIC SCALE
20 0 20
40 60 NO. REVISIONS DATE
E QI FIRE ACCESS
PROVIDED
FROMSPRUCEROAD, MAPLEDRIVE, AND
MAIN STREET. NO TRUCK ACCESS ON - SITE.
NOTE: TRASHTRUCK
TO
PARK IN ANDREVERSEOUTENTRY
DRIVEWAY. QaOVESS?Q5gt y
No. C70666
F T C/
VIL
2P jFOF CA'
F1O76700.
PLASH PAD -
PER GS - 5. 06
4 x 8" SMOOTH DOWELS
AT 18" O. C. GREASED ON
ON END, TYP. ALL SIDES
18" WIDE CURB CUT
EXIST. COMPACETD -"
AGGREGATE BASE
FOR ROADWAY
30 MIL. PLAS7IC LINER
TYP. BOTH SIDES)
3" SHREDDEDHARDWOODMULCH
ROOTBALL
AT 18" O. C.
H WAYS
95% COMPACTION UNDER
CONCRETE FRAME ( TYP.)
STRUCTURAL SOIL DEPTH
ROOT CONTROL BARRIER
PER SDRSD L- 06
6" SAND FILTER LAYERTYP. BOTH SIDES) (
PER GEOIECH, SEE GS - 1.05)
TREE WELL ( BMP- 2)
NOT TO SCALE
SEE TREE SCHEDULE FOR DIMENSIONS.
APPROALROUNG
TREE WELL - POC- 3
I (BMP- 3)
POC- 1
TREE WELL - POC- 2
BMP- 2)
WELL ( BMP- 4)
A SECTION ti BIOFILT ATIO BASIN 1)
1 NOT TO SCALE
EXHIBIT CHECKLIST
UNDERLYING HYDROLOGIC SOIL GROUP TYPED
APPROXIMATE DEPTH TO GROUNDWATER 20 R
EXISTING NATURAL HYDROLOGIC FEATURES
WATERCOURSES, SEEPS, SPRINGS, WETLANDS) NONE
CRITICAL COURSE SEDIMENT YIELD AREAS TO BE
PROTECTED NONE
EXISTING TOPOGRAPHY AND IMPERVIOUS AREAS SHOWN
EXISTING AND PROPOSED SITE DRAINAGE
NETWORK & OFFSITE CONNECTIONS SHOWN
PROPOSED GRADING & SLOPES GRADING SHOWN
PROPOSED IMPERVIOUS FEATURES IMPERVIOUS SHOWN
PROPOSED DESIGN FEATURES & SURFACE
TREATMENTS USED TO MINIMIZE
IMPERVIOUSNESS FEATURES SHOWN
DRAINAGE MANGEMENT AREAS SEE DMA TABLE
POTENTIAL POLLUTANT SOURCE AREAS AND
CORRESPONDING REQUIRED SOURCE CONTROLS
SOURCES/ CONTROLS
SHOWN
STRUCTURAL BMPS ( LOCATION, ID, TYPE, SIZE) BIOFILTRATION BASINS
DISCHARGE LOCATIONS DISCHARGE SHOWN
POINTS OF COMPLIANCE FOR HMP MANAGEMENT POC SHOWN
STRUCTURAL BMPS FOR HYDROMODIFICATION
MANAGEMENT BIOFILTRATION BASINS
n/ A Akin DUD CIMAMADY TAPIR
DMA
NO
TOTAL
AREA
SF)
NEW
IMPERV.
SF)
NEW
IMPERV.
EXIST
PAVING
SF)
PERVIOUS
SF)
O
AREA
REQUIRED
SF)
AREA
PROVIDED
SF)
BMP TYPE
STANDARD BMP
ID
1 31, 187 17, 901 57% 13, 286 0. 644 871 603 1, 070 BIOFILTRATIONBF- 1 BASINA 2 2, 003 0% 2, 003 0. 300 26 N/ A EXTERIOR SLOPE SELF -MITIGATING 3 2, 098 1,995 95% 103 0. 871 79 25' TREE TREE WELL ( HMP) BMP2 4 1, 131 0% 1, 131 0. 300 15 N/ A EXTERIOR SLOPE SELF -MITIGATING 5 1, 482 0% 1, 482 0. 300 19 N/ A EXTERIOR SLOPE SELF -MITIGATING 6 8, 415 1, 651 20% 6, 764 0. 177 64 15' TREE Street Tree BMPS 7 5, 772 1, 628 28% 3, 238 906 0. 301 75 15' TREE Street Tree BMP4 8 1, 463 1, 088 74% 375 0. 669 42 15' TREE Street Tree BMP4 TOTALS 53, 551 24, 263 45% 10, 377 18, 911 0. 514 1, 192 D. M. A. LEGEND
DESCRIPTION SYMBOL
PROPERTY LINE/ PROJECT BOUNDARY
i " "°
PROPOSED CURB AND GUTTER
EXISTING CONTOUR
PROPOSED DMA LIMITS
DIRECTION OF DRAINAGE
STREET TREE
O
NODE NUMBER EL EV
Of00 (C.F.S.)
w
BASIN IDENTIFIER E- 5
BASIN AREA ( AC.)
PROPOSED RETAINING WALL
DMA
TREE WELL
BIOFILTRATION DETAIL NOTES
i PLANTING.
30 MIL. P.V.C. LINER. ALL JOINTS TO BE SEALED WITH 12" MIN. OVERLAP.
SEAL ALL PENETRATIONS.
6" SLOTTEDP.V.C. SUBDRAIN (ASTM D- 3034), 3" MIN. FROM BOTTOM.
OUTLET CONTROL STRUCTURE WITH GRATED TOP.
ORIFICE PLATE.
OUTLET PIPE.
SUBDRAIN CLEANOUTPER SDRSD SC -01. RIM = F.G. + 0. 6'
INSTALL WELLAGED SHREDDEDHARDWOODMULCH THAT HAS BEEN
STOCKPILEDOR STOREDFOR AT LEAST 12 MONTHS. MULCH MUST BE NON - FLOATING.
FILTER COURSE TO BE 3" CLEAN AND WASHEDSAND ( ASTM NO. 33) DOVER3" LAYEROFASTMNO. 8 STONE.
10 SOIL MEDIA, INFILTRATION = ( BSM SPECIFICATION PER APPENDIX G OF COUNTY OF SAN DIEGO L.I.D. HANDBOOK JUNE 2014)
nr tfll nr n fl J4ANflflflOW.
BSMCOMPOSITION
SANDY LOAM
SAND SAND SILT CLAY COMPOST
VOLUME 65% 20% 15%
WEIGHT 75- B0% f0% MAX. 3% MAX. 9% MAX.1
BTGUMPUSIMT WCIUI11RESULT. Iry APPROrMAr r n v,., an.., ",... BY WEIGHT. ii
AGGREGATESTORAGE LAYER ASTM NO. 57 ROCK. 2 -
SACKSLURRYBACKFILLAROUND STORM DRAIN LINE, PIPE ZONE. 12 SLURRYBACKFILLTO STARTAT STORMDRAINBOX ANDEXTENDAT LEAST5 FEETBEYONDLINER. 13
SEALPVC LINERAROUNDPIPES: USE
A PIPEBOOTAND PVC SKIRTTO SEALALL LINERPENETRATIONSFOR PIPES,
PVC SKIRTSHOULDBE SEALEDTO THEPARENTLINER PER MANUFACTURER' S RECOMMENDATIONS (TYPICALLY A WEDGEWELDER). THE PIPE
BOOTSLEEVESHOULDBE ATTACHEDTO THEPIPEUSINGBUM TAPE AND
STAINLESSSTEEL BAND CLAMP. ATTACH
THE LINERTO CONCRETESTRUCTURES: 1.
PREPAREA PVCSKIRTFOR CONCRETESTRUCTURE. 2.
ATTACHEDTHE LINERTO THECONCRETESTRUCTUREUSING A STAINLESSSTEEL BATTENSTRIP. ALSO ADHERETHE LINERTO THECONCRETEUSING A
WATERPROOFADHESIVEPER THE MANUFACTURE'S RECOMMENDATIONSTYPICALLY A POLYURETHANE). 3.
THEPVC SKIRTTO BE SEALEDTO THEPARENTLINER PER MANUFACTURER' S RECOMMENDATIONS (TYPICALLY A WEDGEWELDER). 14
EMBEDLINER 12" VERTICAL. 0
GRAPHIC
SCALE 20
0 20 40 60 Jn
76700.
10 Revised January 2022
SOLID TRASH ENCLOSURE
REOUIR£ MEN TS
OPEN GATE POST
5' CMU TRASH
ro
i ENCLOSURE WALL
CONCRETE F0017NG
PERCITYREGUIREMENT54 ./N TRASHENCLOSUREELEVA77Q (
ACCESS IN REAR
6- 9"-- I F - 6- 9-- 1 6 CONCRETE CURB
a7q a E
lR E 6" TALL TRASH
ENCLOSURE CMU WALL
b'
FOOD WASTE/
ORGANICS
pP5
k' O CONTAINERS
GATE POST /'
k .
4''•-
CANE BOLT
ANCHOR HOLES
TO SECURE GATE
TYPICAL)
e - N
6' TALL TRASH
L'. °
I E
ENCLOSURE
CMU WALL
SIGNAGE DENOTING TRASH ONLY ENGINEERED CONCRETE
RECYCLING ONLY ( TYPICAL) AT TRASH ENCLOSURE
4 BIN TRASH ENCLOSURE PLAN TRUCK ACCESS
ALTERNA77VE ACCESS)
CITY OF CHULA VISTA
PREPARED B%
tII/ R. ALARTS P.E.
SAMPLE TRASH ENCLOSURE
APPROM ev
LpV%k ( NOT TO SCALE)
MANUEL MEDRANS
I. 3
a
BB& O?
NO. REVISIONS DATE
PLANNING ENGINEERING SURVEYING 7 7TH SUBMITTAL
5-5-25 03890 Murphy Canyon Roed, Suite 150
San Diego, Ca. 22125
6 6TH SUBMITTAL 2- 19- 25
858- 520- 1141 5 5TH SUBMITTAL 9- 20- 24
858- 560- 8157 Fax 4 4TH SUBMITTAL 6- 14- 24
3 3RD SUBMITTAL 1- 13- 23
5- 5- 25 2 2ND SUBMITTAL 9- 26- 22
eaoFessr°Nq STEPHENC. OTT P. E. C70666 DATE 1 INITIAL SUBMITTAL 6- 10- 22 WpmQE" c o i TENTATIVE MAP TM22— 0004 SHEET
No. C70666 A
SPRUCE ROAD m
civil *
OF a
F ° °
avf
2P
TRASH ENCLOSURE DETAIL
CITY OF CHULA VISTA, CALIFORNIA
76700. 10
ASEMENT NOTES
EASEMENTFORPUBLICROADPURPOSESBOOK1918, PAGETHEREIN.
O CENTERLINE
J
j "- /
488, OF
FOFEASEMENT FORFPUBLICUTILITIES. INGRESS
I 2 ANDEGRESSPURPOSESBOOK1337, PAGE236, OFOFFICIAL
IRECORDS
AFFECTS AS DESCRIBEDTHEREIN. 40'
ESMTRS - APN: 124- D4J 1200 I - _- 1013 -
SPRUCEEX HOMEENCROACHINGTO I EXIST
RAW .. - I I AP,
v: 024- 150- 1000 ROAp I _ J624- 012- 1000 ROAD
EASEMENT !.- - _S. -
SpR DEDICATIONG \ \ N873532"
W ELS 45,76' ._ BOU RY OF P - - O \
4F
MAP 6213 C
EXIST.
R/ W3 — _ — / .. ---- EXISTING
BOUNDARY .-- - - 9 _=.._ APN: &
21 150 - - \ .. - - 5600733E / \ _ ' _
iZ43 =
ate' •.
A - _ _ __
z
N1436' 32" W o - s / 31$49 R= 18000"L= 7429' . 15.
88' // a _
N1578' 22" E( R) `" - . R - -
8. 41PROP. RIW 0708E
R` 8. 2a• m. c' f+" 10.
06' SEE
SECTION8 SHEET2 ANDSHEET7 FORDETAILS. \ ` - AREA
TO BE DEDICATED = 8, 965.91 S. F. _ R=
63. 00' NO PERMANENTSTRUCTURE 2 \ N EXISTING PROPERTY y - :.
D -
L,
15. 84' -_ IS ALLOWED 'WITHIN THE _ N •" BOUNDARY - r=
SDG& E EASEMENTN . Y
APN; 524- 042- 0100 MAP
11982 I
APP. 524- 450- 1500 m N 70 MAP 1271 _ , G "
102 MAPLE
DRIVE R/ W DEDICATION. SEE TYPICALm_
APN: 624- 042- 1100 I I SECTION
SHEET 2 ANDSHEET7 FORDETAILS. AREA
OF DEDICATION = 1, 255.98 S. F. 25
WALNUTDRIVE TO BE VACATED.
SEE SECTIONAc -
HL.
AND
SHEET 7 FORDETAILS. , \ ' 'h AREA
TO BE VACATED = ro 4,
552.21 S. F. - APNP
124- 450- 1500\ L
J f ' C PORTION OF LOT ; u H"
OF MAP1271 W " \ PROPOSED
BOUNDARY ° + \` M M .
2 I 3 APN:
62 4- 460-1400 ii'
O
N893415E
20823' _ O
PROP
R/ W t
N6
38' 11 " E - EXISTING
BOUNDARY E RAY 17. 13' h N
MATCH
EXIST.. SIDEWALK - -_ - - - ----- _ - - II
N8934'
15" E 187. 22' O N8934,
15 E P.
O. B. _. ."...._ _... ___ - 7. 56. ., SE
CNR N8934
15 1T R/ W DEDICATION. SEE SECTIONMAP
11982 25.
00MAINSTREET T- SHEET 7 FOR DETAILSAREA TO
BE DEDICATED3, 09775 S. F. __. -- -- No. C70666
200 GRAPHIC
SCALE
20 40
60 9Tf OF CPJf