HomeMy WebLinkAbout1807 DIAMOND KNOLL LNIt
W
Z
l \
Of
Fp SLOPE \\ \\0�.
SWIMMING POOL �� 0• � �. �
sPA" \,\a�P \\ \p10. 0 \\O �O P.A.
♦ / J _ — -- - _ `'� — \011 �` OAS\' 0� -- ` ,��� PA'[70 \��'\ �G �� \` a` 1 �:' 1►PG.0A g r -
Inu
♦ - - \� O ' .� ♦ it f q . t+• ;`� .
RAP
I ♦ all
POOL EQU I RN1 ENT
' --I, _ \ ' 4� P.E- I 1 U�. 3 ' a ♦ ENCLOSURE • ( �♦ �' Z• 'h \\V p , F.F. • 8 �, \\ A.-
/S,r3 ♦ �� ` / b a� P"\�f
\ DININGLNG Rl�l. T X. � G ' !r� \ IA - � \\\ G �J' � � DRAIN OLM.ET
♦'�� ��' o -��� ► �- -�, `. off' �• �\\G1 0 �. \
4 .,
\\o �� �'� _ , \ i \ �t �G Q�, _ TURF
♦� / a \ j `p� totoI �?�► POND
o - ti I ,�f -� 1 ♦ 'lolli�
k9 (� \O _ `� G�,r "(��' w -PATIO [i
",��o� '`�`_' \ ?� � 1 � B.B.Q. COUNTERTOP •I LOTS re ��\ti ' �jv4" �' +
I I `� `'♦ \\° �-� \o a� �� �\ I+ U 11113
4"'$ , \0 �♦ TURF ARE
\ r. �/ �� �♦ TURF AREA \, , - ON 4 u%41b, **00�T
40 o. \Q \ ♦ �-LS ' \ �" I
kITCHEN
A(q, I
i (Q . \ - v ♦ ♦ `k�\� ENTRY �0 UBRAAY \O \
U VIP,
1 -
`, QJV
_ 1
oft 1
9"GNANNEL DfK ;V\\\ ,�� \o \ �� y.l► - 1
rff Al
P.
��\ \ off• C 5ro �-
1luv
�IL-\ /
\� \ D lv V W A J t� EYASMG ASPHALT D V EW AT
h
• C� \ \ \ Qql , � ; STAIRS TO UPPER LEVEL \�\/' �\�' �y
t ,
GARAGE�a �1 Exsro ICONIC.
TENNIS COURT DRAINAGE SWALE
Ir _
\ \ �- \ �� 2�• / /��,� \\\�� \ \ \� IN u \\ \ \ TYPE OF CONSTRUCTION:
J , ,,� a N WOOD FRAME
1. " \a ��° \-100 - — \ XISTING CONT6 ELEVATION
� -��j � G' P . �. � �O `€ (YERIM OCCUPANCY CODE:
, ���0'�� I•\� O \\ �V% ` +99 SPOT ELEv�b/ R13 & M-1
NC ) \ rV 0 � � / � ti fN \0 / � � — FOR FIRE DEPARTMENT REQUIREMENTS�1 \ \
\ '��C �' \ \\ �� \ � j TURF AREA I� r, \ SEE SHEET 1-P OF SITE FLAN &
\\Q FLOW LINE DIRECTION STAMPED APPROVED SET BY FIRE DEPT.
\\NY RETAINING WALL
LEGAL DESCRIPTION:
• — ` \ � _ \ \\ _ \ 1 \ II - � O /� P LT. LANE P.A. O l�� ♦�' / tf}" ��Q\ �/ ' \ + — +— PERFORATED FOOTING DRAINLINE (4- UNLESS 1807 DIAMOND xNO
_ r \\\ �•` f V \� ��\\�' \ OTHER WISE NOTED) WRAPPED IN CLEAN DRAIN ROCK DIAMOND BAR, CA 91765
(�L'UF 1:�7 \ \ \ �\ \g\�' SDR 33 DRAIN �PE�4' UNLESS NOTED OTHERWISE) OWNER: PIERMARINI HOMES
i�; \� wr, -� \� \4 \\ 1 lcb t11N FIG R rq'1UT (714) 590-49W
�� \ i �A TOE OF SLOPE , (���'r�, \ \\\� �\ U ' / \ /® 4' DECK DRAIN MODEL: To Qc �tcicctcd by owncL
A \ SOILS ENGINEER:
}� _ _ ❑ CATCH BASIN. 12' SO. NDS 1212
\� U - 9 /_ _ ...••yw+.,.,•�_ TRIAD ENGINEERING
\\��G� \\ \\\� / 3" O��4EE1(1,«,(�,, PLANTER CATCH BASIN 6" NDS /90 ATR►uM GRATE
"*(818) 964-2313
:.4g : i�0 ; s ® 12 X 12 DOMED ATRIUM GRATE: NDS 1290 WITH NDS 12• LOT 3 TRACT 47722
y
Q`�/ i / \ / L _ a s0 p UNIVERSAL GRATE ADAPTER: NDS 1230. COLOR: BLACK PROPOSED 2 STORY RESIDENCE-
ENCE R3 •
FFE FINISH FLOOR ELEVATION 1ST FLOOR 3371 S .FT.
FIG FINISH GRADE FS FINISH SURFACE 2ND FLOOR -4320.FT.
n I � / � \ Q- (�\ � � `� = s �% '•«...•- '�
tb ! i '•. �-, \ oQ� V : -,^ ;' ` �0� _ FGf CAL FSG FINISH SUB GRADE TOTAL 66°u SQ.FT.
-�`'..'«I...+ FL FLOW LINE
HP HIGH POINT
r,t}j \ - " v\ C LP LOW POINT GENERAL GRADING NOTES
i #-/C�x "` RIM RIM ELEVATION
1 I L CONTRACTOR TO VERWr GRADES A!!D MO WY LAMDSCAPS ARCWTiLT
/AY- 1 INY INVERT ELEVATION to" • O START �� WORK_
/�� �! TW TOP OF WALL
TP TOP OF PILASTER x ALL DRAIN LINES TO DRAIN AT i s MINUAM WITHsmuivrM coN'nmuoUS
(� FAIL
N r Tj• / _ \ TF TOP OF FENCE `
'•TOC 1. ALL TOP SURFACES OF VM TREAD/ 70 SLOPE A Is FOR DRAWAGS.
TOP OF COPING
\ '• .� / \ `� �'\ TOS TOP OF STEP 4. ALL PLANTED AREAS TO SLOPE TO CATCH BASL4 AT If Mu4bwm
3 f ! • BOS U NLE33 OTHERWISE NOTED.
TOp OF BOTTOM OF STEP •
%� SLOPE / 3 CvUl�et� w/Fri. - y u c zv• PL PROPERTY LINE L ALL E:asre+a GRAM slawN PER crv< EmGMM•s FLAW AUJRT
\ �t71v0 MI W H• WL W LuwscA►s AacMnEc-r OF A,sr DtSCBEPANC1Fs ►1u0a TO
WATER LEVEL CONSTRUCTION.
2
- _ l ALL PROPOSED PAVING SURFACES a1A7 L h1XET bu+.{ PAVING SURFACES
s•y-er►a� G C rt U. souo REVIEWED FOR TILE CITY BY: F-
1 ,
✓c Qr _ tour �.ca ctus als; BHTWITsaovrlt AND ooKrn+uovs TRA+arnow AND FLUSH Atrowo
SCFJG L �i[QE EDGE.
�' ', / uE Lam° y : t� Charles Abbott & Associates ~ '�'� f �� s�
%=
r A � �= T. CONCRETE WALKS TO HAVE A MAlmIUM CROES SLOPE of Zs AND SILALL
13 V ` MEET ALL IOC 4' AND COUNTY RiQt=1 EMS.
12 \ % �o (�, \ y 371 Van Ness Way 1'2OO
171A• D4�VN rI rE� - Torrance. Ca 90501 : x to. 1-214 a PRIOR To CONSTRUCTION. CONTRACT= SMALL vsju" ALL ul7Lrry
h \ / nf; i .�,\ ') 1 \/ \ \ w/ It' So CP�� c QaGas `! Phone: 310-541-0671 �� � r� rvst � AND FUXA�uRs i ELEVATK*4 STRUCTURES. T>,E a►at�i EE�I& HOT" THAL
, r �C � LANDSCAPE ARQUTECT NAMEXATELr UPON ANY DLSCREFANC11S.
c.owllwuoyt'� C.
^et HIM -4'_s CONTRACTOR SMALL VERIFY PROP09ED DRAINAGE INVERTS.
Don Winslow R.C.E Daatt ML DAYLIGHT DRALNLmE TMRauGM PACES OF cues ExmmmG cuRs r
I ABOVE FLOWLUNE UNLESS OTMERWMa NOTED ON PLANS. EXACT INVEST
KNOLL. /' �` TO as VERVIED w FIELD.
CITY OF DIAMOND BAR
APPROVAL: -
LS ' (2E7A I N N AI.t, • ` GBCOt1G. IL ALL FLNM GRADES 1N PLANTED AREAS SMALL BE 1- BELOW ADIACDff
PAVING SURFACE UHL.ESS NOTED OTHMWISL
p IX ALL FLASNWALLS SMALL FOLLOW Foam GRADS.
SEE -
r 13. ALL FOOL COPING SMALL SLOPE 7! AWAY FROM FOOT_
\ 2 E W- PILL f�E 1 _ o
NOTE: THE APPROVED SOILS REPORT SHALL BE'A PART OF .THE PLANS �� IG
� cor g_.
A. Wentz R.C.E Date
AND SHALL BE KEPT AT THE. JOB _ SITE AT . ALL TIMES. - I�rh. INTERIM CITY ENGINEER
POST IBAL-20 - 24 36
N
NATURAL AREA
0
RM AIN OUTLETL*ii x+ ,
RIP -RAP / rn
Rm%f=ONS I BY
O AAwrd
CHECKED
OATS
T-3o-q'y
�1. SCALE
l s 10-N 4
JO■ NO.
■MEET
C:4 t- I
Ots SHEETS
dp
4r