1992-3093 I (Plans) low
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Commuhity Services Dep artment
527 E nci n itas Boulevard m
Encinitas, Cal�forn�a 92024 Q
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VICINITY MAP SHEET INDEX
Title Sheet ONE
Street Improvement Plan S -
Le Cadr,wvd. Site Demolition Plan . C -1
p o Site Grading Plan C -2 Date; a6i
Site Construction Plan
C.
d A Play Area Detail Construction Plan C-4 Design;
Job No;
•, 0q*q Unbn st o Construction Details C -5
P a"` Construction Details C -6
..
Site Irrigation Plan L -1 1 Description,
CD
D Site Planting Plan L -2
Irrigation_& Planting Details L 73.
.. ° �.
i
t
y
v
3093 -I
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? Exist. Condom ni ms / j = z a Q
Exist, bower P9T '/ U Z
r Protect
Exist. ParkjnD' (Protect ` Q a O Q
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_f fl Existing 6' Wide Sidewalk (Protect) Q. Q �
s t= w�T►r� try C tj� STi� crtw tsC� Q Z z
r. j.J N I O N STREET Existing Curb a Gutter ( Proteq) U O
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ht Iron,Fence Prot Q t—
, Existing Wrought Fence (Protect) 0 ' o ,)
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5
36" 9° 28 � r t � Z 3 W
- n.. r. 562. S8 — --
Ln
Y1, existing Power Pole (Protect) — ZEx(sting. Power Pole (Protects Q
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Existing Concrete Block Wall (Protect)
Existing Trees (Remove) SvWcUT' `
4 Existing Palms
HOWE. F(
Existing Slope 251 High MM
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' Existing Gutter (Remove). 10E►10V �tC►gTtNG
•
OF AG. FAVI WA
'
Existing Wire Fence' Existing Tree (Remove) . �
Project;
•
' Remove Wire Fencd
West a North Property Ling
only as shown� PI►1E C-t�
Remove all Weed Growth from Site a Disk prior 2 Existing Palm Trees to be Transplanted �•
See Sheet L -2 for Location,'
to the start of any Ske Grading Operations
�
a (Do not Disk Weeds into Soil) xy Q
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Install! Temporary Construction. Fenco Install Temporary Construction Fence
Exist, School tQ secure, the site throughout — to,Secure the site throughout o ti
the total Construction Period the total Construction Period , _
• 6�Ihko Ftt-E 'Tb 13E �OVFA. CNEF}{E0� 1�•11� L1rlES,
"(�EpNfh -lf= f41D G - C.�/. TO !°E QED U�IP4�(�f�i,I�IDI
Co�1TPoc-ToI� � test i_ GG�t�lr -VOTE WITH C171Ut1E5 AND PA:f Cos( � � y
CF F .0.T10tA - (HIS ITeM 1 ADf7ITt`/E I TEM #A • Q m
/ Remove
Existing Toyon• Existing Tree (Remove)
O
O
kxist. School \ ,
0 T
V M W
Remove Z
Existing Pine Tree a -- _— _ o Edge of Existing Pavement S.
197.25' (S °'.28'27E)
w _ Q ch
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Exist. $shoo( ,p to N N
(mama)
• D• V
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/ Existing Wood Fence (Prot94 W U •c •c vi
o Exist. Residence = W U C(S
EW c
' Exist. Shed 0 ^ V
0 Ln LU
Exist. Chainlink Fence On Property Line,1(Pro_tect), ---,
-- 180.57' (S89 28'27E)
. l 4 ' \. 0' 6f •y
y <� 23 p ?�
Exist. School
w �
ft
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Demolition Plan SCALE: 1' -20'
S c Date; lam. 2 , 1 °1°11
Z
Design; Heimberger
r: Job No; wov
Description;
Demolition Plan
�1" ��ik'e.�lrpeat are btssd on
P!w L�itacape. Shwt z
• •>Fc. lots
' 3093 -I
Uj
• ��� Exist. Parking Exist. Condominiums U j r-
Exist. Condominiums / I / j Z
V Q
3' W IDE eIr tor" tW M1 pz".h
o - / _ Exist. Sidewalk w 0- 0 U W Jr
CL 2
o E ist. Power Pole Union Street (Privet road) Exist. Power Pole o Exist. Fencing ° o I Exist Fencing
I ° I Exist.l Power Pole _ U Z p O
�'/ / Exist. Wall (s,r) r_
! )
o Q F-
-� \ — — — �— I — I P
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r M ��� U tz
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` \ " / �� \ i "� i W \ S — ' W / / 56 .36' (S89028-30- W) �\ ♦ \\ �\ �� �♦ ``
"> �i / /' Si r �� / � *4,' W
} -- — - - -- -- -- - -- - -- -- - - - -- - -- - -- - - -- -- —
Z i n _j
( / be scanfed to a depth tea
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• �� � •a'rt� , °c\a't \ ' , \ \ \ \ \ \ \\ ' \ \ 1 \ '1 11 1 1 1 ` i 1
1 1 1 G � \ 1 •
Exist. Parking \ \ \ \h1w�� d •� \ \
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Y t \ ' \ \ `
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\ \ \ \ \ \\ \ \ \ \ '' \ \ \\ q9' \ \ \ \ \ ' \ \ �.• } `jr
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Prot;
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1 \ \ \ x \ \ \ \ \ \ \ \ . \ \ \ ,T 6
Exist. School /// °ry " \\ 1 \ � \ \ \ \ R1
1 �i \ \ \ '§ 1 '>,. \ 'h \ \ e \ \ / 1•� 150.0'
'AL / \ \ \ ` 11 '� \ \ \ : `� \\ b /b5 uLt►Jt= . \\ ee \ \ \ \ \\ "To 2 \
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G h 1 19725 (S89° 2 ' 27"
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5o v \' ' \ 1 , \ 1 ` FI 5o.d\ 13z> (Ad) 31 ) n n C
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" As - Built " Plans 0
t Exist. School 870 11 \ ` \ ro' 1 \ 1 1 ' ' \ \ \ 1 ° o ° These 'As
Built" Plans are based on .yam. m
1 ♦ e1 1 1 1 , 1 1 \ \ \ 62.00 NO 31' 33 E) R �f , information
vided b Plaza I.andsca
� Caw `59 j v ` r< \' , v v 1 V A \ cv M r° y !x• (!� •
(/� to Q .
r i �^/ \ 1 \ ' ' 1 \ \ I ,a w ,u > assume es h b dates Inc.
does
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ac p o o t o m twn berem as Provided M_ C
n itracy al iaf '
t(f \ \\ \\ ' \\ \ \\ 2 6110E fir (0 GEFF C � e"JL / Exist. Residence by PlazaIwdscape TT
C W 1 \ i C
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Mt;Ej �XI�[ V C�UTTEIZ ,,, ,, .�,�,' 1 ' \ .OS',lly ► I �\ \ \ i \ \ 1 \ �
�+ � � V
/,; Grading Legend Grading Notes O O C W
INs I L 'UZ(f3LO IC t�Wd. f'f�ot =u.E BEt o1.1 r•rr \ l \ 1 1 , 1 \ \\ \\ 1 \ \\ Exist. Shed
0 In C
o.o' - - - , . conaacw" w conditions. dn»rmoris. k c lfa» are dapnu a ar
- Existing Contour `retr„ ar
� R5 T - - - � undergwtuM utgtiea. prior b start a wok.
\ 1 180.5T' S89° 28' 27E) ' ' ' \ ` S \ \ \ - New on
1NS�LL..4 I..INf= 77 "raeq (°h CetJ ( (W' ,(os7 1 ( ) 1 Iwo) (N) 110 (6 tip) (16 0 009 tz/)
x.D4�rn S , i ( I I 1 (•,,� Existing Grades z. wan tn.lwrt Edioor a'surd.rd sp.drrlions
kx Pudic
Wr+) C�h(oe)(ota� (IM (11) n29
° %• - � �.o N rades
ew G
Exist. School ° ° o T 3. Contractor shall parbrm all excavation, compacted baddill and grading work to
T 4
, ILL g s g c Top of Curb _ _ _ _ e and . eetablieh all aubgrad" and k�sh grad" for all
arthwork com aakeork
f5 F inish Surface 4. corwaapr d+•r •I+•M establish aM alivagane and dimensions s
Fel Finish Grade work neoe•••q IN proper execution a plena
z6 s' eve l IIJV. Invert of Pipe 5. tamer a Coosnactim Plan for kurtrer ktaalsfoa E GF L'Al \t "o
Grading P I a 7. Concrete slab and wa
n ., Z Ty Top of Grate C°com ter as landscaped •r••• •n•" be relative compaction. Date •
No% 25 1 q►
Dtls)11J6, 51�'>= SC A L E: 1 = 20'-0 _ walk waste proposed Ito receive fig AM be scarified to a depth
f
�k 11�J1 I �jC 1 N� WW1- of 12" and compact to 90% prior to placemrrt a fit �\
8. Concrete dab and walk are" proposed for cuts shag a DeSlgn ;
Declaration of Re_ggancible Charge Job No; 89027
— 12', afar excavation a ca mWrial. and oonpaaed b g01G.
5.' T" tJOiE: f'1111T ! lGA1 HEt�ER1. Ht uX 'HNirlli' Oil tJoRTF{ FPCE of LW).- IQ g. sae for a r
I hereby eclare that I am the engineer of work for this project, that I have exercised if'aatOf' °Oq •p°
q7 s 6YeK '1t:A11A GALL. T zo N . E+kc -FILL, Kwui?EHEAT� y g q P Description;
Y � � � responsi char over the desi of the p r ojec t as defined in section 5703 of the 10. Export
shad be transpoiled to YMCA Sports Park. 200 Saxony Rd. Encinitas.
t� PF-TA4I_ � 1 �E�T t- -3 • business and professions code, and that the design is consistent with current Cdifornia.
and dumped under the arealpnam.ayot Eroinit".
S
GI�11°�IFXK tTW�11rIcT kU1U,. Inls(AU Ut I C tll� WN I, standards. ite Grading Plan
t l!a IUFi G(tk5 I IJ�L1G(It�nls .
1 :K I understand that the check df project drawings and specifications by the Cl OF �\
5 Q(toFE38/p f t cAotTps is confined to a review only and does not relieve me, as engineer of work, of my
ttg �ult T '
11 93
Fd.Yi.Fi 'G(UY� - f0 6 111l �p�.(GIURAL- 78.5 y ti �ti,- �`�y> responsibilities for project design.
M
1 ` '
o ��.� Gilbert Engineering Earth Work Calculations
G�LCaII A�la�. FWISi{ CzIRPLI: Inl F�orIT (� 41 76 s ' 8W v ,v�• , o.J / , 4552 Uncoln Ave.. Suite 206 9679
Cubic Yard$ Of Cut Shoot 4
* FXP 6/o cypress CA sosso 5987 Cubic Yards of Fill
C ,� Phone: (714) 985 -7144 5W Cubic Yards of Subsidence • ..
So' -o" s o" �lF et a o R +` C Dill 3093 Cubic Yards 0 c 2
7�A t�61 CAl1fc 1y ^ of E*A 8
'Glg1 (x�K i Thl �l l t�C� WAl L i'Ro� ICE sc�( I "= Ib' - o' !.• FLQF,,.No
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Exist. Condominiums % ~ `
Exist. Parking r
U r`
Exist. Condominiums / / /� W 0
_ Z 2
Z
Q N
CC44 CT GHNN unlK - To r_XIST1Oc1 CGNNNEGT G1{hlt� 1,44K_ 70 L
Ca'IcUIT i i % �/� / rn
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- -
Exist. Sidewalk w a
t ZQ
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o p
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I I
Ex a � � Z
° Exist. Fencing o ° i encin o I O
Q Z
3 o 8 i rr g I Exist. Power Pole r O
; Exist Wall o
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(S89 28 3 O „�/ ) v 3w
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56 .36 / io,� Z
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Exist. School - / N � ° H
i •/ R'1.o9� t= I .s ' 62.00'_ NO° 31' 33 "E) q ° i W w 4) m .
° _ `tom PpJRF4n1C3 ! '(1.lEF+ I `SIC�iS 10 -5" Slbr1 cn = N cc V
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�, � � GITY SFIN.1, SI,N'PLT' , Co�.fil`tPC(alZ � InisTALL � (� .�'+ .=
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t
Exist. Residence G _� �. �� rr rr W
- -- - - - - -- - - �\ F (o c N UkK Mow GU►� _ rJ ..
4 As -Built Plans 0 .�
i0.0
` V CKtul LtnIK FFaJI E These "As- Built" Plans are baud on O ti C
12" Mold WR-5 '` information vi ded by Pla za Landscape. O 0 0 Ln W
H Exist. Shed
o. o' o. o' not um z bili orWbiliry for the
1 accuracy information herein u provided �„ t ,
180.57 S89 28' 27 E 3 /2 0 pipe 1 1 ✓ 4 by plot Landscape. �;�
Exist. School o g m •� 3" pipe
1 /2" x 2 x 1" tab - \ ' r
to be welded to flange � 'k • 2519 1
1 /2" x 8 00 ~� lu
lu
COW015CT GHAdt� 1-44K t To ti-416TWC-4 FF.NGWG1 1/ " x 1 "X1 " d+ ww
g LEMF.WZ t,�GKF1.Gk1 Et•lU.DS.lRE�
1/ 2 " o hole 9 /
4 2 4 NL R, 5HU5T L -5 F
steel flange with Bracket to be I�rOF
welded to 3
• 0 pipe et" -
Construction Plan o 3 / �t ,
3 4 x W-5* Date; zs mq
SCALE: 1" = 20' -0" Z 3 x 1' -5 I long galvanized pipe. -e V .�� C �'°!!; O uRb r
\ long galvanized pipe 3 1 /2' o.d. ckot LUCK m4i e. W/ Mad Curia Design;Heimberger
welded to flange Cap welded. I2" ,o" 9l 7" Job NO; 89027
o Conc 3" $ x W -5" `
Note: All pipe dimensions shown are 9 Slab long pipe with bracket � - =iD Description;
nominal diameter. Construction Plan.
Pipe bracket dimensions should be
P =o $
slightly oversized to allow for proper
fit with lock tab.
All components of traffic barrier to be
8" concrete footing `fit
fO � ! _
galvanized after all drilling and welding
is completed. T 1
" - - - - - -- --
All pipe to be Sch. 40 galvanized. 3 x 1' -5 long 4 T ' PAD Sheet 5
- - --
o.d galy pipe welded , - -- �tt�"wat'it �"'�
to flange _ z n c8 .cc> IC. SI.1N E
Traffic Barrier Pol A Law "0 8
3093 -I
V �V FWPUP a 1Y aw,wnny .XV Vv . r my vyu,p�Arn au w., .r wW&v �Nvv,, wo,.
"UNN Cam p Co" -�4i-K Tan polyethylene components. Install per manufacturer's instructions. Available from
a
Hanson & Associates (contact Robin Wilner at (619) 442 -8048. D W
H 5�
Y pl 5tiOON TRAJE ELYa� 4 FV[H 6005 =5 Or UJ (D �
v 1 The Fiber System" Play Area Su is to be installed in EXQMrz JOWT' q2 EkQeE -E (o" LJIOE F — Z
= n
Y " rock k The Fibar available from
per Fibar specifications £YC�P[ WHERE tJCT(£p �;,1ERWISE = Z J N Q
/ l x r: x °' ! / - Note: Top Of mow curb to be 1' above FIG on turf side,
c �
and 2' above FG On slxup side. concrete walk MEOIUt V IRC
t =1N1sN V Z <O
Cn" fHICK�
* 7HICK1`lE9S VAWf =� J
PIED. FlnilSN, �lUfzPL GaLA`� Broom finish top SEE PLAN Z
6. Q
\ I i 1 /z" radius corners Vanes " U
i I / 2" 6' Sae Plan b
►2" 41117E 54'�� TFC 4dfL BA-AX) TO \ \ I / + 0
FIG 1/2' QZ �O
1' s.. e.. . • o 0
cc f5• K I 261L' / r__A.! 6' — I •Q. .. .:-'.-. -. °..i. -,,. ��.. .^. `,
LLI
90% Compacigd wbgrade. Q
IZ IJID� 5�R7(11 T►Zq.1EL ttdD
tiA) fs.
\ 12" WII- t�URPI- Col #4 rebar continuous
s�uutws sl•lau -. t� ewe Is' Max • J L0 LL
C RETE 04K21W , 6109H 90% compacted subgrade bcf►suslou JoluJs sHS� u f3>= aT Gol I•Idx .
m - Mow Curb Walk C �.
ti
CAD JoluTs (•ffP•)
34 24
B
1 1 °
a ° v N / EYOAt SIGH JOIWT NCE 1/2' Supply Bubbler V
` C0HTlt4L40 S THRA N
_ Haws Model 3380 Drinking Fountain
—�
with Push Button Valve Haws Model #6610
Install Per MFR's Instructions- Sandtrap wNandal
N
„ I �« Resistant Cover \
KC 14 m Set Top of Box Flush with \ •
Concrete Slab or Finish Grade _
wrr}I U�+fif 1>?t WssN [�1JI5H• 3/4" Prinking Io
Fountain Supply Line „ Woven Fiberglass Mat =
II i 24°
Finished Grade
�.
Anchor Bolts d:::.'..q - Project;
1 6 " 2 // ty•� /.
Cone. Footing • a.. :.• �,` / /'
Bench - Landscape Forms model
J 2. / c.�`• ZG•� `� #. PK3005- BS-72, XD -E. Steel rod °' r "•. ;.,` `. cc
L construction. Bench to be powder � _ 1 cu. yd. #2 Rode
/ 3 .3 3 " sYsT ` ry �� i2• coated with LFI color #RAL 6028. 0 Tamped in plans Q
�( �E 4FICIg10t -6 (Green to match play equipment). Sanitary . Sweep EII
Typical laces Q y
_ YP P 111T SCH 40 PVC Pipe
' o 4" Dia. Non Metallic perforated Q m
Cp" -SICK, /
t1f D1UM �IrJ�� Drinking Fountain - Haws, Model #33W Install per
manufacturers requiremenWTo be factory finish prime I ,�� Drain Pip w/3/ perforations O
0 0 • = a
I coated. Contractor to paint with two coats semi-gl
I. \ enamel, color to be green to match play equipment. O m
/ \ Available from : Specifications Sales Drinkin Fountain
(213) 724-1120 GETNL D, SI ItET C-+ D
m C
m
yGRELIrIE [• .
E
f Esc �' J I � /a` WIGS 5I'1�H 1ptk1EL f3�nID
LU
1 FINISH) 4' THICK
Z �� N r
4" - THICK, MaAlM t�.0ot-1 fWbrl `
N, � +
11 \ O \ I N
ALL 15OLT� HOLES W I TTH ILL O E
a i p�
CA3TIr1C7 RESInI. • $-
8' Picnic Table Herrington Precast Inc. I 8' Picnic Table - Herrington Precast Inc. C N
Model # T7030. Integral color to be � I Thick Natural Color Concrete Slab
Model # T7030. Integral color to be q ° c auraoo o _ • C �C
L.M. Scofield #C -13 Tawney Pink. I \ COLD JohIT L.M. Scofield #C 13 Tawney Pink. MrLJ
W C
Surface Natural grey concrete curbing to be a light sand blast finish. I ` - Surface to
be a light sand blast finish. 7: C
c, o
� Picnic Table available from Herrington � 1I/ Picnic Table available from Herrington a, � E W
C
Precast Inc. Phone # (916) 885 p Steel trowel FR." C4?Z 6' thick kURAL CIW2 CAIG • �i Precast Inc. Phone # (916) 885
-5622 E U
ScaRCUHe \ F Al.� (n" FSLL" Tor of GURU. L� �� l�� Flnll�{ . (� �` o N e
d 05L
IV le G (o
Picnic Sheller - Cedar Forest Products Co. model 1Z
#SSH26, 26' wide hexagonal gazebo with sun I 2 ? 1/2 R '
shade roof and steel columns. Construct and install
• . . ... • :.. /, .," . 0 n� l »razz •;
per manufacturer's instructions. Contractor to apply d. •P
semi -gloss enamel paint to steel columns. Color to �� 5
FI
be green to match play equipment. (o WIf>� 'WOTH Tfw4E1- AND �. �'� �
Available from: Hanson Associates, contact Robyn
'
Wilner (619) 442 -8048 MED RL�t'1 H15H 4" THICK • ;:I.a [= ~
R o NOY 251991
t3 _. .
12' of 'Fibae w/ fabric 8
90% oompac W subgrads.
and 3' of gravel per #3 bar 0 16' o.c. i
'Fiber' specifications
#4 bar.cont. Date; tow. as,w i
-� Design; C. Heimberger
Job No; 89027
16' -00 Description;
i Construction Details
z
Play Area/Picnic Shelter Play Area Curb at Sidewalk Picnic Slab
A E,
Scale: 118" = V -0'
"As- Built" Plans
These "As- Built" Plans are based on
Sheet
information provided by Plain Landscape.
Heimberser/ffirsc6 & Associates Inc. does
not y �� � pad -4
by Pam I m dome, Of el.;�4H 0
309-5 -I
A '
n .
4 "
Al
L
4 '
1/2" Radius Nose '` W ♦R
MEMO,
N
Medium Broom Flrtisir t ys Q �}
� J
sT�1fi N� B � Z
.1 gl_o�l g :�"
1/4'Radjus Fillet • • ": .' .. = -. - w d. V a
I� (HPE I'�P• Pl IL. fNwT I t .. Q Q Z
1 6 i
TOt4ToWTU1 —s _T� _
t5ctUiPMF. NT. "�Ptc� -• u /1� �. �, • , �' # Q V cc
�,• 11 : \
fI @ IZ" O.C. WrHWAYs. Z U J
WELD ALL JgNjg , Tl F GRINp ALL
0
... j E TAE PrI _
COf� PN" �G�t% AND lksTALLH44Pf*4L, �✓ it`}RtZ�R ip IB" O.G. N
FILL , NCI �rpAN�vc C1RDlJ Stair Nose 1
W
• Scale 1 1/2•.1' -0"
a
l C.
�' 'jHIK cow'. . t% FINISH • -
o MST FLUSH l.� F.XIST'ltJC1 G+I►zi3
FELT EXPANSION JOItiITS ((PICAL. % l #4 118 "O.G. ALjERNAII►I4� , i2" i
—
F 3" 470 -C -2000 a or
N $ 2500 PSI Air Placed laced Concrete
0 with 1 1/2• x 1 1/2' 17 Gape
z / qo% �1��T� 5ul�•t Stucco Netting
Pu �` e• ��% o.
O
TYr o , y °°
IS
�• g
—� �. to 2' Min. L 3' Min. L ti'
0. - •o. �,''� t l , P Itl�Sil
% � ; Project
sT. GI.IRO '1' THK, Ca.IG. •
— F a i\ v
J •.
#q KU� IZ" O.G. eoTr{t "5 Cut or Fill Slope Q
Me
M
Stairway Section Terrace Ditch
Scale: 112 ^
,' -0" A l 4 [ ^ J
III(
Scale 314 " 1'-0" v W TT
V
Z m
Q T
5 =
O }
cc
Cohn
Ramp Section 40' Lo 1:16 Ram M
Section
' C--,- -- --� � x ts
(EQ) (EQ) (EQ) At Landing Refer to Grading Plan for top of grate W
t 2% Slope and invert elevations Q
'Fibse system, see
3' 470 -C -2000 Concrete or 3" Filter fabric specifications _
2500 PSI Air Placed Concrete No. 1212 catch basin body No. 1212 steel traffic grate � PNDSCgp�
with 1 1/2" x 1 1/2" 17 Gage
Stucco Netting Brooks Products Inc. Brooks Products I= ��F �p /• Hk1�BEy yin
Q #1 2 y
Handrail Construct from 1 1/2"
04 W
Galvanized Pipe with Vertical 'v �!
Posts @ 6'-8" Max Spacing "' o" i �!� T f rate -tth�� 3AVEL ref- 5 1991
" G
• FIG _ "FIbPF" �cIf"Tiwks °V
io _
3" 470 -C -2900 Concrete or 3" 2500 PSI � 4" Thick Concrete Walk Concrete Ramp i FG
OF CAUF�
Air Placed Concrete with 1 1/2" x 1 1/2" w /2%Cross Slope
17 Gage Stucco Netting c "
0)
6" 4' Min. 6" - --
_ Date ; •
... .... Note: Drain line, see plan Design; C. t�elenb.rp.r
FG / 6 Fabricate Hand Rail From 1 1/2" Galy. Pipe. for type and size
All Horizontal Rails Are To Be Parallel Job NO 80027
o •; ' g• ; ' To Ramp Or Landing Surface f
° •:. I All Vertical Posts Are To Be Plumb f 1/8 ". Invert t Description
Paint All Weld Joints With Amerguard Paint.
ib
6" 3'-0" 6" �' - f
Down Ditch Ramp & Handrail Section Ramp an
& Handrail Profile Play Area Catch Basin
Scale 3l4 ".,' -0• D Scale 1/2 ". 1'-p Scale 1/4' :1' -0" "As-Built" "As- Bu;lttt Plslns Sheet
-7 _
These "As- Built" Plans are based ae Cap
information vided by Pla 4WlsCaoe.
Heimber Plan sch & Associates Le. dies
not assum responsibility or liabihi;y tier dw of w4wiM4 6
accuracy of information herein as pPw4Wsd
�.. ni ___ *
� c
in CV)
cc N
Bench - Landscape Forms model 0
#. PK3005- BS -72, XD -E. Steel rod H V
construction. Bench to be powder
coated with LFI color #RAL 6028.
(Green to match play equipment). 1j.1 N
Typical 3 Places = Z J % Q
�EXP�l510N JOINTS wkTiwuE TN6-1.l WALL. V Z Q 2
_/" TYPIcaL 4� lol µ� W 04 sis
W e � Z Cl
Q� a
CL 0 2 V Q
/ QZ 2Z
\\ X113 U O
/' U) cc
b
/ 4" Thick concrete slab, see plan Natural grey concrete seat wall. 3 J
Smooth trowel finish top of wall. Z i n J
G - rFAt l YE EEP AG�� All exposed lower face of wall to Q
cau�l� iININ� l�l�L� ` Z -o oos7 - 1 /2" Felt expansion joint be medium sand blast finish. .J 0 LL
1 1 /2 w Chamfer
— ea IJ1t�1 Conl�ETe, 4 ce Thick concrete slab, a plan Natural grey
concrete seat wall.
W _ EJ _ — EJ LIT MI:D. t� F1�1151( • Smooth trowel }wash top of wall.
M exposed lo~ face of wall to
1 12w m
FG Felt expansion joint be mediu a" blast finish.
/ Tile D c
Inset
� GRAFITTI 5EAL ALL
3U(CFk.E5, 5EE 9ftCI•ICA'j" X 1 Chamfer
GOLD JoiuTe (t(1') _ / \ iz. $ ., oo (•I ' Water proofing, see G R
/ • t ffi . I specifications \ FG Planter
yZ Dom' xauNEs
4 9• #4 Reber @ 24" o.c. alternate °D `
_ I . Tile Inset
(3) #4 Bars continuous in wall
6 WIDE sr a T�� I t ID 'I ' 7HfCic = o Y 4 ;M4 Bars oontirtuous in wall
w�'upx GDLOR Ccr�crz(P �e �T c , 5 IT c- h •
b 4 " N4'rvrek_ COL012 �N6i2E� I 4i 4 Q, 0 1 "x 4" Key o °• Water proofing, see
wrt i L1<HT WA WAS P? ;,9 N >5s A . a • ipscffica4ons
PL- GoLOR �, 1 ��� �� IV y�ovlae � II _ 3 (3) #a Bars continuous in footing I
I I�Th Tfot F__ F h �-i r�mu- �rz �Nr�z'fi Mfae°vnL 1 Concrete footing 24 I) ` =
WTUR
90% Compacted subgrade 90% meted subgrade Project
Vis ta Point A Retaining Wall B Y
1' Planter Wall C cc
Scale: 1/4 "z -0" Scale: 3/4 "- 1' -0" Scale: 3/4 1' -(1" Q
IZ
Galvanized metal cap welded to top of post. Paint all welds b cuts O
with two (2) coats of Galvicon or equal after fabrication. O
Top of wall to be smooth trowel finish. 18" 2 1/2" dia. x 5' long Sch. 40 Galy. Steel Post
— - , —
Contractor weld chain to post
15 /8 O.D. Toprail I if 1 O.D. Toprail T and bolt to trash container. CO
12" i I I Coordinate the size and length of = O 4
chain with the City. Trash
1 c /2 r 1 c/ " Chamfer 9 Gauge 2' Mesh CG� Fish E
I container to be provided by the _� E
/ 2 Chan Link Fabric I I City. W t73
I I Z mvN
j 2 7 /8 O.D. Line or 2 '/8 O.D. Lira or I -+-- Trash container per city >
j axpMosaaWd o j End Post e . I i Q (D .c O i i End
Post O V 7 C
m Cc
4" x 4" Ceramic tile. Color to I 1 O.D. Bottomrail ! 1 O.D. Bottomral i i match colored concrete avin g•
! 12" Concrete Mow Curb • ) Trowel finish top of footing eo 6 : o ` o . s W W � 'U � Contractor to submit sample to P �
Landscape Architect for approval ° I ...FG - I . FG to slope away from pole o .. o' = N u o'.
e►. . i ° o ° .. W C
. Concrete Footing r • Concrete Footing i ' '° O C Post shall be set plumb in concrete
slab
'90% Compacted Subgrade v >, F '90% Compacted Subgrade 12" : •e •• '. or sidewalk where designated.
U U U W N C Brick Brick ' o
3" Stabilizing crossbar min. 1 /2 "dia x 6" length of rebar to be fillet welded to the . ace of
wall to be 8 Dia 8" Dia. post 3" from the bottom. Post shall be
medium sand blast finish 12" drilled to accept the crossbar.
/S 2 \ ��
Tile Inset p 6' Chainlink Fencin E 6' Chainlink FencingF Trash Receptacle Post
Scale 2 ,' -0• With 12" Mow Curb
�F
rM4y I-AMA cuizs
— — 1 O.D. Toprail IZ_ 4 w4•u �f Date • Nov, 2s, ma, I
6' Chain link fencing with 12" wide I f
! mow curb, See Detail E, Sheet C -6 •� ;
I 2 O.D. Line or I sum Desl n
j End Post
o 9 Gauge 2' Mesh 3" L 24 L 3 sws Ar emu% Job No;
a ! Chain Link Fabric I i s 12' Description;
C
old
I 1 O.D. Bottomrail FG -- Lot �S11�Lxt1oN 1�1= fG I t. 5
, Trowel finish top n9 of foot
o. o, o, _ E �g•e; I,�z _ _ N I i _ Iq
/ O, / �i _ r _ "iru _tin- fl - ui
to slope away from pole \ I
/ • Concrete Footing,� �• - 3 u * �� , cutzs
90% Compacted Subgrade
�. lo - -
C IZ w rrTa
Brick b HOA%J 1�H rk.
3-1/2' Thick conorote Swale sloe SLJrE or $!AM ��
�. r 5 As- Built" Plans
•� These "As- Built" Plans are based on Sheet
e• Dia. 90% Compacted subgrade inuioa rroovided by Plana
x A' = I fam pp Fkimber/er/Hinclt t Associun La°ds`a`pe
W.
does C _ v h
4' Chainlink Fen H Concrete Swale J ItAY /� bi 1'l�r 1= K "` or w�`a" fs *e V
Scale: , -0" i..d. a
" =1' of LLoei!,1 8
3o93-z