CURRENT PROPERTIES ADDRESS
SIIE PLAN KETNUlES HA ICH LEGENU
• AC18 JONES AVE. RNERSIOE, CA
COMEA OFTH VAT A
4663 HEDRICK AVE. RIVERSDE, CA
4705 HEDRICK AVE. RIVERSDE. CA
+ CMU BLOCK NALL
PN 143-083-030
• PEDESTMAN 4'-0* OR 5'-0" WOTH WALKHA LEGEND
VIKIN
IEDRICK AVE
4 & L CAPITAI
DA ICAT
JONES AVE
COEDA
= = 9
COOK AVE
/ 5004
COMMON & PRIVATE OPEN SPACE COMMON OPEN SPACE PLAN CHB
SCALE: 1 - 30'-0"
PER MUITI FAMIIY R.2.160
un 11/05/23
эско 1°-30'-01
DOA MORAT OFN PAT 30. 21-
COMVON OFEN
SPACE PLAN
"C-1.2
CURRENT PROPERTES ADDRESS
SITE PLAN KEYNOTES HATCH LEGEND
4$18 JONES AVE. RIVERSIDE. CA ฿ OPEN PARKING SPACE, 8x 18 H
LONES AND DECOMATIVE C LEGEND
• PLANTINO AREAS, LANOSCAPE
@ PEDESTIAN E-0° Ot S'-0° MOTH MALKNAY.
'MIKASA LUXURY VILLAS' A & L CAPITAL
Son Iron
ONES AVE
HEDRICK AVE
JONES ANE.
PRIVATE OPEN SPACE PLAN
COMMON & PRIVATE OPEN SPAC SCALE: 1° = 30-0° CHB
ER MULTI-FAMILY R-3-150
um 11/09/25
зека 1°-30-0
TYPICAL PRIVET OPEN SPACE
PRIVATE
CONFIGURATION
1/8" - 1'-0° C-1.3
PRELIMINARY GRADING PLAN
FOR MIKASA LUXURY VILLAS
PROJECT TEAM:
LEGEND
SITE ADRESS
21 LEGAL DESCRIPTION:
APN 105-040-000
APN 143-040-08
APN 545-040-000
COOK AVE.
C
HEDRICK AVE
PLAN DATE: 10-23-25
serpround Service Mart SHEET NO.
G & G ENGINEERING, INC.
PRELIMINAR'
AGIR IONES AVE & AGER HEDRICK AVE
¡RADING PLAN C-2
RivERSiDE. CA 92Eofl
TO YOUNG DATE PERCES 1O. 0
EXP. DATE 12-31-22
PRELIMINARY STORM DRAIN PLAN
FOR MIKASA LUXURY VILLAS
wunoinuulon noico
APN 143-040-030
1EDR
KUES AVE
HEDRICK A/E
STOP
PLAN DATE: 10-23-25
aground Servico Alor SHEET NO,
Pn toi sae
& G ENGINEERING, INC.
MkASA LRY VILLAS
PRELIMINARY
4818 JONES AVE & 4863 HEDRICK AVE
wwweuies.cat C-3
4705 HEDRICK AVE STORM DRAIN
RIVERS DE, CA 92605 PLAN
TROSNEN fr mon nu is
R.O.E. NO. C423315 EX*, DATE 12-31-22
How the Filterra® Works
• VAULT LENGTH-
NOT BY CONTECHI
SEE CURB INLET DETAIL
INLET PIPE TRANSFER OPENING
(LOCATION VARIES) 4° × 20°
UNUEKISKAIN
MDTH
6' H INLET
ACCESS
(TYP. 3 PLACES)
TREE GRATE
DULE PPI
(LOCATION VARIES •OUTLET ACCESS
_ 2-0r - MEDIA BAY Tested in the field and laboratory...
MIN
1 Stormwater enters the Filterra through a pipe, curb inlet, or sheet flow and ponds over the pretreatment much layer, PLAN VIEW capturing heavy sediment and debris. Organics and microorganisms within the mulch trap and degrade metals and hydrocarbons. The mulch also provides water retention for the system's vegetation.
Stormwater flows through engineered Filterra media which filters fine pollutants and nutrients. Organic material in the - PLANT
media removes dissolved metals and acts as a food source for root-zone microorganisms. Treated water exits through an underdrain pipe or infiltrates (if designed accordingly).
TREE FRAME AND GRATE 3 Rootzone microorganisms digest and transform pollutants into forms easily absorbed by plants.
ENERGY CAST INTO TOP SLAB
IXSSIPATION
ROCKS Plant ronts absorh stormuater and pollutants that wet transformed by micronrganisms, cogenerating the media's OCATION VARIE pollutant removal capacity. The roots grow, provide a hospitable environment for the rootzone microorganisms and TOP SLAB penetrate the media, maintaining hydraulic conductivity. ) The plant trunk and foliage uttize nutrients such as Nitrogen and Phosphorus for plant health, sequester heavy metals into 6° (STD.)- the biomass, and provide evapotranspiration of residual water within the system. 461* ISTD.
(TYP. 3 PLACES
3° MULCH LAYER, TYP.
PROVIDED BY CONTECH Filterra Features and Benefits
STONEL TYP
OUTLET PIP
LOCATION VARIES PROVIDED BY CONTECH
FLOWKIT
OVIDED BY CONTEC
SECTION A-A High biofiltration media flow rate (up to 175/hr+) Greatly reduced footprint versus traditional bloretention and LID solutions
(STANDARD DEPTH SHOWN)
Filterra system is packaged, including all components Quality control for easy, fast and successful installation necessary for system certormance
Quick and easy maintenance Low lifecycle costs
Variety of configurations and aesthetic options Integrates easily into any site or landscape plan Natural stormwater management processes featuring Meets Low Impact Development requirements and ensures CUNTECH® FILTERRA PEAK DIVERSION (FTPD) long-term performance
ENGINEERED SOLUTIONS LLC CONFIGURATION DETAIL
www.ContechES.com
DETAIL A
PLAN DATE: 06-23-24
Underground Servico Mart SHEET NO.
can. ToLL Fnee G & G ENGINEERING, INC.
PRELIMINARY
www.c.1011.com 1251 I MANASSERO ST, STE 40 STORM DRAIN C-4 ANOREW ORECHUTA DArE DETAILS
TRO VORONE DAYS BEFORE YOU ONE nO.E. NO. 082312 EG. DATE 12-31-24