MP2016-0003CITY OF LA QUINITAq CALIFORNIA
MAY 2016
LV E P, R 0 C K TM
GOLF COURSE- CONSTRUCTION DRAWINGS
TABLE OF CONTENTS
DESIGN COMPANY
I MASTER PLAN
2 STRIPPING AND CLEARING
3 GRADING & DRAINAGE
4 GRASSING
5 MISCELLANEOUS DETAILS
PREPARED BY:
ARNOLD PALMER DESIGN COMPANY
9000 BAY HILL BLVD., ORLANDO, FL 32819
OFFICE. 407m876w 1068
www.ARNOLDPALMERDESIGN.COM
suss
APPROVED BY: CITY OF IA OUINTA
OTHY R J NAS �. P.E. DATE
UBLICWO 1 SDIFFC�TOWCITY ENGI EE
FI C.E. NO. 89 EXP DATE
G- 1
m„e
CD
i
O 1
ray'
0
DESIGN COMPANY
DESIGNED:
REV
DAIS
DFScl=10N
BY
APPO
B.J.
DRAFPED:
M.C.
FlLE:
S L V E R
OCK
Tm
CITY OF LA QUINTA,
E s � � T CALIFORNIA
APP VED BV: CITY OF LA OUINTP
TI THYR P.E. ATE "lu/lL
'UBLIC WORI IR ORlCRV EN61NF_ER6
'..O.E NQ 95693 EXP DATE,a 37
W2,016-001-3 - PN1
SILVER ROCK GOLF COURSE RESTORATION IMPROVEMENTS I
MASTER PLAN
G-
DATE SHEEP:
May 9, 2016
REVISED DATE:
OR
cra.E
l" = 100' ✓✓
------------
_ _-_ _
;
%
a
\\ II, o ✓ 1 i' A�_ \_ A v 1 0
eU
if
IF
m
/ I
; 4
a
/
r;
r
rrr /
r \
J
1
A / l
�!! J I
/ \ 11,11 // _ if //'/ \".-' \ _ 11 Ilk
h rtB r
�\ OII
r //,� v�A �V� _ r Wiz.__ __ "^��a•i.•. _�^'�A Ort".
!'V / � - (� ��., \ � �'�, � �7 , ��/ y �� �' ��i vv,•vvv 1 1 , � y :0.\\\ i ; EFF
� yw V J
,
if
_.._\>. -_ _._•. .o:. r_-� \ � ,,,��V
- ,l E ✓' ,,,.v' r' �_ \O - ', �-�\\,_. �_:�\��c%; >1 •:'\ �� x. I llll��i - ?..._/� ��y a- "4`.:.' ,,_ � - �.r. .. �. �
I
v c
rle I \ -\�\, �.\ i. -/. �i ._�\ 1`.�C \�:' /S,� t\ �� ®\ \ T'1 -.\ _ - r/ !�. ;,'j, N :1
t /
i, , �:. --- /,. � I �'� �h'-\ _�.-•_\.,. .. _... �.-'a: �\ / -_--- <'- -.� _ -- 'ts,� — -i.' 1, 1 -1l. \ t�`2."' :'-1\L ��`` r\ � � `i /
;' i-;- /�i \.-'".. I. -x f --_\/ �_;-\ '�-• '-.�\J h.., -.-_/ {��= r�=�=�• � �\_._Y:: 1, r4.J \,.`�'�-�\� �i <-` �� i31 � 1 �� �. /r)`.v_/� (` /��'• ,¢
/^I
Ik .\ 4 �, it /� _ �/ -__ .•� \ - /-" I��\ / iy" ;l 1�,
'� p'll 1\�\ y. � f� '�L' �
\
J
^.. r . / 1�,,- r; /. a �i-�\_ __\ � '.-... i \ �� \ ..\\'•\ W ���_ _ _-�---%'� �_ \ J p r \ � I ,1 -=\/r.(,i�,\\ �
t0
fI/ �� � /� _ �J j l I Il\ ^� If / /1 � /li � `•.Y i j/f\�_ ,/ \a. _ ,_._—_ �- �`,�-_ �-. ��_ �� \\\l ]�\ ��' �\Z 2�., � \I IF - ' '��1. \ \ � ��\\ \� f�'
_�\,-:r��.,:- ,a (k
--- .� ., _� —1- ____. ... `,_ \ \\\ � \... � � .. / '1'\ ✓ `a� i l�`P/ ,( d
1 - � / /,, �m �.: � I I.// /' �;:; // � � - _^� ,, _ -, �.< A v , � _'a.`. � �✓ � V I / i 1 ,, �`-.. `.ar I. 14 � � � l
--__ x'--- / , / -.cam __.1/..9Y / , r � / '` ,. /i' i' /� � � �_—� __. � /, �•''� V l / �'� //
/ / ,. . � ✓/ bid% / "i. � � lA; _r:a / r./ _. -- ____ A � � -
-�i
/
/ i / �- ` f /A- i</./i/ -i.✓- ' fj'l <' / -_ - � _ �'__-__. � _ % s� /� � '.,:a. `.V `4 \ ,: ___- \.f AA � � y E � �[. / /,�. A , � ��d rl � � •
iY
i
,
I
r
/ 1 :zR — ,:- r A/ s T,.__- 1 A ov{`V.,, a ¢ A��� av ' l v ,♦ /
-� ,- l/ / / � � �r 1 •.�...---�> / � _ - _ - / ,� _: -' r _.... � I/. ; ' -. :,,... 1\ s.` '� • ,.s.. , .., ..'. ���. - >L'.A r / vvv 1 Ae �' /.
i_. J ( l ( ` / t �, 1 I I , �Se �, ,� ✓� �.. / ^.���/ � �' `;' O �/B�//�� \�-�� � �,, \"\. _ _. `\\ l o- '. `p� Ji�� �'�n - Fe
Lr
�1 A
p,
AL'A11 A\V1/'�� .v-.� V v v�� / �, r li yt-gl
,y1 6ir
i ` � 1
1III- C_
;.��"`.•��\l�l\
3
NP
6X,
i
3 — _ — - •�_- / �%
\\ z-----------------
DESIGN COMPANY
DESIGNTD_
REV
DATE
DESCAIPIIO?
BY
APYD
t
Sr3/16
%18R... grodug Mu�TGan2£sq
B.1.
B.I.
DRAFTED:
I
I
B.J.
FlLF.:
SILVERROCK im
F
\ �1
GRADING NOTES:
• THESE PROPOSED GRADING PLANS ARE BASED ON EXISTING TOPOGRAPHICAL
INFORMATION PROVIDED BY OTHERS.
• G.C.A. MAY MODIFY ANY AND OR ALL GRADES SHOWN ON THESE PLANS
IN ORDER TO ACHIEVE THE DESIRED FINISHED RESULT IN ALL GOLF COURSE
FEATURES. ANY CHANGE IN CONTRACTORS OVERALL SCOPE OF WORK MUST
FIRST BE APPROVED BY OWNERS.
• GREENS SHOWN ON 100 SCALE PLANS ARE FOR GENERAL CONCEPT ONLY.
THE 30 SCALE GREENS PLANS ARE TO BE USED FOR DETAILED CONSTRUCTION.
• NO GRADING WITHIN DRIP LINE OF TREES TO REMAIN AS MARKED BY G.C.A.
• LAKE CONSTRUCTION, MAJOR DRAINAGE, AND EROSION CONTROL PLANS
TO BE PROVIDED BY ENGINEER.
APPROVED BY: CITY OF LA QUINT;
• CART PATHS AND BRIDGES SHOWN ARE CONCEPTUAL ONLY, AND WILL
BE FIELD LOCATED BY OWNERS REPRESENTATIVE.- Qi�Hw 16
• CONSTRUCTION OF ALL BUNKERS SHOULD DIVERT WATER FROM ENTERING 0TC Y JO ON, P.E. DATE
BUNKER FACES. SURFACE DRAIN AROUND BUNKERS PUBLIC W RKS IRECTOR/CITY ENGINE
R.C.E- NO. 168 EXP DATE
i�MfAbil
SILVER ROCK GOLF COURSE RESTORATION IMPROVEMENTS
CITY OF LA QUINTA,
CALIFORNIA
T GRADING & DRAINAGE PLAN
•1�v03 • P�1
DA 10: SHEE!_
May 9, 2016
z Tdlf FD DATE:
g OF C
SCALE: J
ill =100'
TOPSOIL WELL
SUBSURFACE DRAINAGE DICHES
DRAIN PIPE AND GRAVEL BLANKET
COMPLETED GREEN
IQ
DESIGN COMPANY
GREENS MIX COMPACTED TO 12"
SUBSURFACE DRAINAGE PLAN
- EDGE OF TOPSOIL WELL In
BLOW-OUT INLET
NOTE:
REFER TO GREENS CONSTRUCTION IN THE FINISH GRADING
SECTION OF THESE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
DESIGN®:
REV
OYER
DFSCIUPIION
BY
APP'O
B.I.
DRAFT'®:
M.C.
I
SUBSURFACE
EDGE OF PUTTING SURFACE
MAINLINE PIPE
ADS PLASTIC
END CAP
EDGE OF BUNKER
4' ADS PIPE
BLOW - OUT DETAIL
S 1Tm CITY OF LA QUINTA,
LV E R R O C KCALIFORNIA
R E S 0 R T
1/4" CRUSHED
STONE
2"-3" APPROVED SAND
CARTPATH
SOD
TOPSOIL
LIP
i
SUBGRADE
TEE SECTION
4"-6" APPROVED SAND
TOPSOIL
SUB —BASE
NOTE:
1. LASER LEVEL SURFACE OF TEE TO PERCENT PITCH.
2. SLOPE SUBGRADE OF TEE AWAY FROM CARTPATH.
SAND BUNKER SECTION
4" COMPACTED MINIMUM DEPTH
OF SAND -
1/411 PEA GRAVEL OR CRUSHED STONE
4" PERFORATED DRAIN PIPE
DRAINAGE
TURKEY -FOOT DRAIN SYSTEM
CATCH BASIN DETAIL
THROUGH CONSTRUCTION
CRUSHED ROCK TO BE MOUNDED
AROUND PIPE EXTENSION THROUGHOUT
CONSTRUCTION COMBINED MTH APPROVED
EROSION CONTROL DEVICES -
UPON COMPLETION OF CONSTRUCTION
PIPE TO BE CUT AT GROUND LEVEL
AND DRAIN GRATE WITH ADAPTER
INSTALLED DIRECTLY ON TOP
2
APPROVED BY: CHYOFLAQUINTF
DRAIN LINE DITCH
OTHYR J NA DN.P.E. TE TO BE APPROX. 8"
TUBLIOW <SUr EGTOIEre^ WIDE AND 12" DEEP
z C.E. NO. 45 EXP DATE 1z• E%b
MP2�-011,, 0003- PAa
SILVER ROCK GOLF COURSE RESTORATION IMPROVEMENTS
MISCELLANEOUS DETAILS
CATCH BASIN GRATE TO BE 3DOmm (12") DIA. CAST IRON
PIPE AND TEE TO BE DOUBLE -WALL ADS N-12 OR EQUAL
ADAPTER TO BE HEAVY DUTY PVC _
LATERALS TO BE INSTALLED
SO AS TO PROVIDE OPTIMUM
DRAINAGE
G-6
HAM SID!ET°
March 25, 2016
REVLffiD DAIF:
r' =100' S