2005-9278 I (Plans) I
GENERAL IMPROVEMENT NOTES . 5EN51TIVE HA5ITAT AREA NOTES PKI%(ATE 5TKEET I MPKOVEMENTS wo K To BE PONE
1) Clearing and removal of on-site native habitat shall be prohibited during the FOR A PORTION OF LATIGO ROW The Improvements
consist of the following Work to be Done according to the Plans, the current
1. A Permit shall be obtained from the Encinitas Engineering Services Department for any Work p g g
within the Street Right-Of-way. gnatcatcher breeding season (February 15 through August 31). City of Encinitas Engineering
Department Standard Specifications, the San Diego Area Regional
Standard Drawings, latest edition, and the Standard Specifications for Public Works Construction,
' xir,, a,.- ^': '-�,,., ,. ,. ,�..,r� _xMSZ,`� .des'. mss= "',:*.� x,.....,,... ','..I'll ���
2. The Structural Sectiorh shall be in accordance with City of Encinitas Public Road Standards. R-Value 2) The Owner shall hire a biologist,knowledgable of gnatcatcher
biology and ecology �` 1ias , latest edition. S�
il Tests shall be requir6d PRIOR TO CONSTRUCTION. NOT APPLICABLE approved by the Wildlife Agencies,to ensure compliance with all conditions
of I 91 , Z I � - Q�
the project clueing initial clearing and/or grubbing and project construction. l i All Public Sewer Improvements shall
be constructed in accordance with the Cardiff Sanitation
I i -s
3. Approval of these Improvement Plans as shown Does Not Constitute Approval of any Construction The biologist shall perform the following duties: _ � 'AK %'�V
+ X11 It ¢$
! il District Standard Drawings and Specifications. All Public Water System Improvements shall be
outside the Project Boundary. �, 517E th constructed in accordance with the Olivenhain Municipal Water District
Standard Drawings and Specifications.
'{ &_ .�
4. All UnderGround Utilities within the Street Right-Of-Way shall be Constructed Connected and a• The biologist shall perform a minimum of three(3)focused surveys, on I—
\ pPfR � '10� -iI
g y
separate days, to determine the presence of natcatchers in the project ° I
Tested prior to Construction of Berm, Curb, Cross Gutter and Paving. NOT APPLICABLE Y p 9 p J � poi E E'
impact footprint outside of the gnatcatcher breeding season. Surveys shall � "
' ' - LJ,�-_
5. The Existence and Location of Existing Underground Facilities shown on these Plans were obtained begin a maximum of seven(7)days prior to performing initial vegetation
\ :
b a search of the Available Records. To the Best Of Our Knowledge,there are no other Existing clearing/grubbing or project construction and one curve shall be conducted
a; _ �!) LEGEND ITEM REFERENCE SYMBOL QUANTITY
Y 9 , 9 9 9 p J Y -
Facilities except as shown on these Plans. However,the Contractor is Required To Take Precautionary the d immediate) prior to the initiation of work. In an natcatchers are
I � � A,7 i � �� N
day Y P Y 9 � , I r� r � ", �� PRIVATE 5TREET CON5TRUCTION
Measures to Protect any Existing Facitilites shown hereon and any other which is not of Record found within the project impact footprint,the biologist shall direct construction II
or not shown on these plans. :•°
;, � I � i � DG HORSE TRAIL DETAIL, SHT 3 ".. 5,150 S.F.
personnel to begin initial vegetation clearance/grubbing or project construction ,� ;~- ,
in an area away from the natcatchers• In addition,the biologist shall walk ahead '° 12�
. .
T M
6. Location and Elevation of Improvements to be met by Work To Be Done shall be confirmed by Field ay g g � � � q � TRAIL
FENCE CITY STANDARD - L.F.
Measurements prior to construction of New Work. Contractor will make Exploratory Excavations of clearing/grubbing or construction equipment to flush birds towards areas
- �� = �� _
and Locate Existing Underground Facilities sufficiently ahead of construction to permit Revisions to of CSS (Coastal Sage Scrub)to be avoided. VICINITY MAC
GRAVEL FILTER SWALE DETAIL, SHT 2 = - °-= 4,800 S.F.
Plans if Revisions Are Necessary because of actual location of Existing Facilities. b. The biologist shall be on the project site during all initial vegetation clearing/
- NO SCALE
grubbing and project construction in CSS to be impacted or within 500 feet 6"TYPE "A"AC BERM SDRSD G-5 260 L.F.
7. The Contractor shall Notify San Diego Gas and Electric Company Prior To Starting Work near Company of CSS to be avoided.
Facilities and shall Coordinate his/her work with Company Representatives. c. The biologist shall conduct a pre-construction training program for all 6
" PCC CURB SDRSD G-1 615 L.F.
contractors and construction i �: o ,
„ n personnel on the biological ical resources associated
NOTICE. All Electrical and Gas Services within this Project Bounds are UnderGround Installations". p g �`< \ I is t \' �� - PAVEMENT
EDGE CURB DETAIL SHT 2 615 L.F.
,
_.
J \
ry4 .. . ,A - .
with the project and shall ensure that the contractors and construction personnel
For Location of Electrical Cables and Gas Piping and Appurtenances Contact
p J p �. .%
�.'. �.
• _ implement the training. At a minimum,the training shall include 1 the purpose , . �o ...__. _. NEW AC
PAVEMENT&BASE MINIMUM 4 AC OVER 6 CL II BASE 20 350 S.F.1.San Diego Gas and Electric Company. Telephone. (800)422 4133. NOT APPLICABLE p 9 9 )
P p _. _
\;_ : `� --
forbiological resource protection; 2)a description of the gnatcatcher and its , ,,� ; t as 11'8 " 4 3' �
. ..: > .
>:.
�•-_._
..' k r ..,.. 1
i �... I,. PCC HORSE TRAIL CROSS WALK DETAIL SHT 3 240 S.F.
8. The Contractor shill Notify acific Bell Prior To Starting Work near Company Facilities habitat and 3 a review o all e conditions I b implemented \
-1.fY 9 P Y ) f th con t ons of the protect that should e mp emented ` \ -°�;; �
` :. 1
. . -`.,.
L..;
1:',. _.
and shall Coordinate his/her work with Company Representatives, -
/ pa Y p during project construction ctio to cos i . . __
g p n u n conserve the gnatcatcher. The biologist shall _ __.
„ ;{ :a 1. ` TRENCH RESURFACING CITY STANDARD ���J_�� 125 S.F.11. r7
r r
ensure that copies of the conditions o the project are provided to all ontractors t � %}REN SPA EASMEt�T °�-- --
p f p J p __.::r. " t
NOTICE: All Telephone Services within this Project Bounds are UnderGround Installations". i. >> ,b -
p J Boundary and construction 1 ,, I _ kk N ALLEY APR N
u n managers. I , _. �, �, 0 SDRSD G-17 675 S.F.
. _ :� -
For Location of Electrical Cables and Gas Piping and Appurtenances Contact ,<- �, -�=,- �\ -- ---�--' I� __ _
p g PP d. Prior to final grading certification,the protect biologist shall submt a T i
Pacific Bell. Telephone: 800 422-4133. NOT APPLICABLE °ter ) -
p ( ) - DRIVEWAY APRONS SDRSD G 17 240 S F
letter outlining the procedures taken to comply with the above conditions x: �� - - _, N . .
9 p pY i; ( �..\ w i I-,rte
and verifying _
g I f n that the procedures were implemented. \:°
It shall be the Responsibility of the Developer to Contact Utility Agencies,advise them of the Y 9 p P I I \ `A. ,CEL 1 N
!: PA�RCEL..� _ --- ,
ty g DEMO EXISTING DRIVEWAY APRON 300 S F% . .
Proposed Improvements, and bear the Cost of Relocations, if needed. { I , \ \ . {�!° I`f% a
o
3) The Owner shall obtain a 4(d)permit from the County in consultation with the --- yam`_ 12" RCP D-2000 CULVERT SDRSD
D-60 = _ _ _ _ _ _ = 40 L.F.11 10. All Teievision Services within this Project are"Underground Installations". For Location of Cables Ci o Enci i s i i II
( )%ty f n to ,US. F sh and W Idlife Service and the California Department ,, ` - __�\ II ��
i . .�.
V•.
and Appurtenances contact(800)422-4133. NOT APPLICABLE o ish a 1 `' 1 -. PCC HEADWALL SDRSD
D-34 2 EA.1. I f F rid Game prior to the issuance of a grading permit, . \ �r �?
\� �.� 11
��
\ ,
I
11. �.. .
5M ,
Power Sources and Runs serving Street Lights shall be shown on the As Built Improvement t ., �„ - \� - KEYSTONE RETAINING
WALL GRAVITY WALL- NO GEOGRID S.F.
4) The Owner shall obtain all necessary permits from the US Army Corps of • --� - zso.�3
Drawings. All Sources shall be located within the Dedicated Right-Of-Way,or within Easements c.- ` �11.1 _
- [
Engineers, California ear i i Wildlife
Dedicated to the City of Encinitas. NOT APPLICABLE 9 f Department tment of Fish and Game, US Fish and 'VU Idl fe - y .,1 � �.. .____
.__� , ... ._... , __.__ "FIRE LANE- NO PARKING" SIGN FIRE DEPT STD 7 EA.1.
Service, San Diego Regional Water Quality Control Board and San ti - -- - - - -
_Zz f; F �
..._- J
t
t. / 3...
12. N Paving Diego Colin Health Department rior to the issuance o grading �.. .i /
'LL No a g shall be done until Existing Power Poles are Relocated outside the Areas to be Paved. NOT APPLICABLE g County p f
g g 1, /yJ/' - _
_ / __ ,� . T I'U6LIC WATER 5Y5TEM CONTRUCTION
permits. Should the agencies determine that the project is exempt ; 1 c ___ - r - _ - -- -
13. All Luminaires h II r v , t :i -
:--
s a provide ide true 90 Cutoff,and allow no Escape of Light above Horizontal. NOT APPLICABLE from the ermittin re wrements the Owner shall rovide verification '��
a -�
p 9 q p , f_ -, -
f-� - ►:. - 1 1/2" WATER SERVICE OMWD DWG No. B 1.4 w w❑ 2 EA.
of exemption prior to issuance of any grading permits. I I. ,� j .-
` � -
14. The Contractor shall Re from h E i -
quest o the Engineering Services Department a Pre-Construction
.�
.
i
,, I \ -
_ . _ _ _ RE LOCATE EXISTING CATHODIC PROTECTION STATION OMWD DWG No. F 10 4 1 EA.
Meeting and shall provide AT LEAST 48 HOURS OF NOTICE for such Meeting. Phone 633-2770. - - _ -
g �` - �' \
k :, --1./ l _
RE-LOCATE EXISTING 4" BLOWOFF OMWD DWG No. A-1.3 -----------
15. -The Developer shall be responsible that any Monument or BenchMark which is disturbed or destroyed C c
O
shall be Re-Established and Replaced by a Registered Civil Engineer or Licensed Land Surveyor, KEY MAT' RESIDENTIAL FIRE
HYDRANT OMWD DWG No: C-1.1 w 1 EA.
Ill - 100
16. The Developer shall mark the Location of each Sewer Lateral and Water Service by chiseling the
letters"S"and "W", respectively, 2 Inches High into the Face of the Curb. NOT APPLICABLE PUBLIC 5EWER 5Y5TEM CONTRUCTION
�
17. The Address of eac Lot shall be Painted on the Curb in a Manner and Location Approved by 4" SEWER LATERAL AND CLEANOUT SDRSD
S-13 --- --- S -�S `2 EA, !i
the Inspector. NC T APPLICABLE r 7
STATEMENT OF ENGINEER OF WORK NEW SEWER MAIN 8" PVC- SDR35 s S -�-• L.F.
18. All Work shall be done in accordance with the Standard Specifications for Public Works Construction
p The undersigned engineer agrees that the work performed by the engineer shall �6 `�-_-.-
(latest edition),the San Diego Standard Special Provisions to the Standard Specifications for Public comply with the generally accepted standards
and practices of the engineer's NEW SEWER MANHOLE SDRSD S-17 - S -&- s - 5 EA.
Works Construction(adopted by the San Diego Regional Standards Committee),and the San Diego trade or profession. The engineer further agrees
that the work performed herein
Regional Standard drawings(latest edition). • shall be in accordance with the rules and regulations required by the City of
CD
Encinitas. The engineer agrees that any plan check or review performed by the
City of Encinitas in its capacity as a public entity for the plans prepared by the N
NOTIFICATION5 engineer is not a determination by the City of Encinitas of the technical V_
I sufficiency or adequacy of he plans or design, and it therefore does not relieve o^
1. The existence and location of underground utility pipes and structures shown on these plans were the engineer of responsibility for the
plans or design of improvements based , ko
obtained by a search of available records. To the best of our knowledge there are no existing utilities thereon. The engineer agrees to indemnify
and hold harmless the City of Encinitas OWNED 5 CERTIFICATE
except as shown on these plans, however: 9 9 fY tY
and its officers, agents, and employees from property damage or bodily We hereby agree to commence work on any improvements
shown on these plans within o
The Contractor is req�iired to take due precautionary measures to protect any existing utilities or injury arising solely from the negligent act,
errors, or omissions of the engineer existing City Right-of-Way within 60 days after issuance of the Construction Permit P
structures located at the work site. It is the contractor's responsibility to contact the following and his/her agents or employees acting within
the course and scope of such and to pursue such work actively on every normal working day until completed, o
owners of said utilities or structures prior to any excavation, for verification and location of d
utilities and notification of commencement of work: agency and employment and arising out of the work performed by the engineer. irrespective
and independent of any other work associated with this project or o
under my control. �
a, Sewers- Leucadia County Water District 760) 753-0155 RESOURCE DEVELOPMENT CORPORATION a 1 z
b. Gas&Electric- S[1G8�E �8001422-4 ,33
c. Water-0I,� �� ,. 760 ' 2410 Stromberg Circle BY� - % '�� /��Date �� w
d. Telephone- Pa Bell 800) 489-3441 Carlsbad, CA 92008 JEFFREY CORNWELL&ELIZABETH C04NWELL p
e. Cable TV 760 931-7000 (760) 942-1106 Fax(760) 730-3059 CORNWELL GROUP, INC iiAS-BUILT" w
f. Underground Se ice Alert r�800)422-4133 Z6APp�r.4t^ -
�•!9 •� Q �y�l F Job No. JN02 009B 1991 Village Park Way,No.201C,Encinitas;CA 92024 �
2. Contractor shall notify he City Engineer's office 48 hours prior to beginning an work 'on this project. OLIVENHAIN MUNICIPAL WATER DISTRICT PARKS AND RECREATION DEPARTMENT PUBLIC
W � yp� 760 505-5471 v '� i� r,� tom' °
fY tY 9 p �J 9 Y p J U C ORKS ei O w
Phone: (760) 633-2770 ��' y. -\ _ - BRIAN DONALD R 26175 DA : �
W•4w• REVIEWED AND APPROVED BY: REVIEWED AND APPROVED BY: No 175 = , _ AS-BUILT License
Expires 3/31/06 M
3• The Contractor shall give 24 HOURS NOTICE on calls for Inspection. Phone: (760) 633-2770. All work * C IL By � t OLIVENHAIN
MUNICIPAL WATER DISTRICT O
performed without benefit of inspection will be subject to rejection and removal ® '01 fob �* BRIAN DONALD, RCE 26175 Date PROJECT
No.431060 RENEWED BY: LU En
. z as e I I
,7U ��� License Expires 3/31/06
NA AE_ DATE E DATE NAME DA CA`�F fit'i' o INSPECTOR DATE: w
Approval Expires 2 Years From Date Signed I RGE ZEST, DATE g 23 05 z
NECKED BY
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE ENCINITAS FIRE DEPARTMENT APPROVALS CITY OF "TAS ENGINEERING
DEPARTMENT DRAWING NO. W
�'�� COUNTY OF SAN DIEGO BENCHMARK No. "H28" PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PLANS FOR THE IMPROVEMENT OF'
%NA'l're smi DISK IN CONCRETE CULVERT STAMPED"1938-H28-148" .
Y.xl C5 . 497. �„ HORIZDNTAL N/A LA
TIGO ROW A PRIVATE KOAP
�� BENEATH CONCRETE FLUME 1.1 MILES SW HODGES DAM AND f BY; sr:
i I
15 FT N OF DEL DIOS HIGHWAY �\P) DATE: /f ' L J cIfYE ;�;1_07 9278 - 1
S wYl7r -rIZAv L, -eft le VERTICAL N/A D�
BRIAN DONALD, RCE 26175 DATE: Z127t 0- DATE: &1_ TFM 02-194 PAVED �� 2 0 ELEVATION:
148.22 DATUM: NGVD 1929 NAME DATE license Expires 3/3i/o6 SHEET 1 OF 3 SHEETS I I [
,, ;FV&_ 15 ce (1.1,to 11-1-10
RESOURCE DEVELOPMENT CORPORATION JN02-009C
L I
LO I L LIN E
-- _ "SPILLWAY" j�
- --- -0'- ITT L- -RV -- KEYSTONE RETAINING WALL FOR STORM RUNOFF KEYSTONE RETAINING WALL
\VZ
I 5135 @ +35 _ FROM GRAVEL SWALE
--- - - ---
g G 5. % (2 117 % 1° = 20' HORIZ NT L 0
"_ 436.5 TW - KEYSTONE WALL FINISH GRADE GRAVEL SWALE
M
TV,
.,.. . : ®.. " ...,::....:.... .'. . :,;::•:: ' HEADWALL
,
436.0 TW
9
..5. .. .>.. ,... .. 9
. d
'd'
a
d�
_ _ 9
e
N d
V
N
A
.Q
M e.
d
9_
e — •_a
O —
O LC2 O C N p M G'O O C ti, �•., d• d T
+ '-"� + to + Lff Ct p ••d' 'I. .4 4. ./
--- - - - - - - - - v
-o �- a � �n —._ _ _ _ � to ... ..,.:::..":, '
I- .. 3 .O F.l; I''a
P 432,0( 2+00
Ln
C5 A
I i a .d' 9 a d
o ! _
\
-- - ---- - OVtF- - 3 . -@- +2.0 : .:.;
-
+ PCC HEADWALL PER STD DWG D-34
G-3 WAf A l -- - ��,._' __ N - ELEVATION - HEADWALL 0 CULVERT OUTLET
- �,
_j z itt m_j NO SCALE
EXISTING 8"S E MAI z J ii o c;y i
- - - - -- ENISTING RADE @ Q/L-F tk AD -- - --- p
--y -- — —
rn
-- w i M it
J — -. -I - — _ . __.- - - - - --- o- M- - L - - -- - P/L P/L
. _v = J. . . _ M -... pSN EXISTING 52'
'
E STING-G DE -SE ff� -- -- - - - - cn �_ _ { ER'-11 z w -- - v ___.-I
- .----- - w OPOSE Fi1VISHED-GRADE- -- - - S M- PRIVATE ROAD EASEMENT
I °n o'-o v� a — n� �
Lu
- - -- N 1 M c4 ° a% PROJECT SITE EXISTING 26'EASEMENT EXISTING 26'EASEMENT
-� _-- Eo_-+ - ---- ._.._ . _M _ - ADJACENT PROPERTY
N N I N _ OVER PANHANDLE LOT OVER PANHANDLE LOT
(DEVELOPER-MICHAEL WRIGHT)
-- fi -_.__ _-- (OWNER-DONALD MAKIE) �-• �~ (OWNER:SCOTT WRIGHT) (OWNER-DAN BALDWIN)
- - -- ---
-- t - - - PROP SEO 12D TRAIL EASEMENT
PPR XIM TE P OF IX TING 30 WA ER AIN
- � � - j ��` to=15
- --� - (---- - - -- PROPOSED Ej`±�— `
-_- DG HORSE TRAIL
PCC HEADWALL
f. _ \c -- ' 2 - •�s .&GRAVEL FILTER SWALE J PER CITY STDS �l PER STD DWG D 34
SEWER AIN
Cam- ---- -- -- - - ---- --- --- - -- - - - NEW AC PVMT&BASE
/o ----- - -- -- -- _ EXIST
- IN
- - - - --- --r-- - --_ G GRADE
r —
�Z EXISTING WO FENCE
OUR PCC CURB OVER PIPE TO REMAIN
RIP-RAP AT OUTLET
-- - - - ___._.-_.- FROM PAD GRADING °
DRAINAGE DITCH
RCP(D-2000)STORM DRAIN @ 2/o F/L EXISTING PCC
_ _ _ IJ - PCC HEADWALL O�EXIST 30" WATER MAIN
- - - - - --- -- PER STD DWG D-34 POUR PCC EDGE CURB OVER PIPE
PROFILE - CULVERT 0 LOW POINT
NO SCALE
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00
--
At a ..----� EDGE OF PVMT
/ ' \ \ SHOWN ON PLAN
/ � / /•. 1, X S.Z�
/ /
ESMT PRIVATE STREET
56+87.24 ONE HI L LANE-CO NUCT }/r ' n T >' '� \ PER TYPICAL SECTION
NEW MH R SD 17.PVMT N H\ I I x y 1 _ SEE DWG No.9278 I
REPAIR PER CITY 51 EXISTING UG UTIL TIES ,n ;' <' <' X x ` 4° 8
CALL. R 7-ARKOUT /' " / / - - - - -
X �CQ,,y� X / // <//,\\ /> � � � `� GRAVITY KEYSTONE WALL _,.-__- —,--
J / ..,�� O /� /` // /�� /x� /' /� �� / \ (NOGEO-GRIDREQ'D) - - _ -
�` ` 0+30 TO 2+80 '"
OF EXISTING GRADE 1/2"R
' EXI5TIN4� 'SF�ER AIN � � Q, j v - - - - --
PER
CARD FFS�NIT TION I C;; aJ ,�� ' /' � '' /'� �,' � � � /'�` � � � - - - - - -
- - - - - - -- - - - - -- -- -- -
/ / i /' /' �' �' / �� i'� °°j
NOTE: FUTURE INDIVIDUAL DRIVEWAYS TO EACH L T SHALL HAVE A�MINIMUM REDWOOD HEADER Pcc EDGE CuR6
DTSTRI(' �DW�NO CS / / / / o c� _ CURB AREA=0.67 SQ FT
l '
I I /� �/
�Q'q > v ,/' X'' ' �� „ ,�„ \ CURB-�Q CURB WIDTH OF 1\6,FEET AND THE G DE SHALL N0 EXCEED 20%°. " NE2 ;e€6iATIf9N
MAT BY
/ � / � / , , ,<� � �
NOTES
EXI� TIN AC P MT&ROLLE v I � � I \ � (4�'�Q' o '' �� '��.. ,'X` ,' , -.� � ,'�;, ,,� x � ,'� � x �a
/ 1. CONCRETE SHALL BE 520-C-2500
3 �{ 2. SEE STANDARD DRAWING G-10 FOR JOINT DETAILS
CURB PER G No 9050-G ( s � �_ V o @� v �� ,/' '' > . ffiEeRABB
111 I � /� / /' / / � / / � / ♦ Y H'"� ��
����� _ '_ / � 1
o I , �, ' , '� \ � x h w z, PAVEMENT EDGE CURB A D GRAVEL FILTER
YYY ,/ �/ �/ /. / / / /� i.� oo `T
�•� • I �, /� / �� '� / ( y �,'w /�
Q N �, _--...__..__� ,. x �; u ��' x'' (�' T ' �G `„ ;�� 'r n'J�l� J J J�� NO
SCALE
Z I Lu
v ARCEL 1 DETENTION/REA ° w W H
� ii / ' �.
to
W w
/ / V / H �' I
SDG&E i' "' CONSTRUCTI01vy< ENC,E� �T" '/ o'" q w Lm -' � q P
x °' V. v SEE GRADING/PLAN •• °C I" m
A. 2 EXI KEYSTONF�WA L'4` ,,� \ r= J r;: l 1'r < �' I �' w v %( 111 P/L P/L
STING 8' D.G. 'L + a `X v' r'J J f ,.or G J J � � v\ FOR DETAILS � � oo � ter/ EXISTING
52
\ FH I 1 �T,O BE T N CO OR 's" V \ �� �u _ vvvv Z �n �" I� � �j _�, F-', v`v PRIVATE
ROAD EASEMENT
___1. HOR'SETRAIL �` `� A .�� OPE f �� zocuBlcYARDS ¢ �„ ¢ ( ' _ H ui
SPLITFCE BLOCK >y � ' N, AC EA6ENT��� r i v RIP-RAP FROM PAD GRADING Z 6" - - �'- I— v P/L
/ I 3.. � ,3' // 24•
00- \ �-�' , .,�' _ �' /' /' �,� ll \ ._...,� ♦ G.
S 1'
S ¢
h • KEYSTO E'GRAV WALL h �. PEN P�ACE�EASEMENT BOUNI3ARY , a ;� c�� v\ N -� ° H L° WY 041NG
A N �} EXISTING 26'EASEMENT EXISTING 26'EASEMENT
3 \ NO GEO-GRI REI� .ORCING REQ'D s �� v , ' ,�.,�/v TO P D /_ f PROJECT SITE
�r v-.�/ '/ \ y l ADJACENT PROPERTY
EA-11/2" ATER SERVICE ASSEMBLY,/ A :�F� A �AAa ��, ,�s t
Q PER OMWD WG No.B-1.4 3 3 y -��' - - - - '= - - - s= �' �'� �'�' ' `v �e /�( ER
PANHANDLE LOT OVER PANHANDLE LOT
(DEVELOPER MICHAEL WRIGHT,WRIG (OWNER DAN BALDWI
w � � (OWNER-DONALD MAKIE) (OWNER:SCOTT GHT)
Y
v 4� vet ' � o � r D HT 0 N)
-w w w _.w.. .w .mow mow.. -w w __ S.'ZS
� ' . . ww w _ --- i i. '. _ :T.w w-•.__w b
w �_t .` W. w W - _� --- - f -- -- - - _ <. ._ D12'TRA
,' _ w -mow 'w w r; .=�' " - - - PROPOSE IL EASEMENT
- • P/L EXISTING PINE TREES
— rr� PAVEMENT ED E CURB
- ,�� rl— S TO REMAIN
,, 6
= -----` -- s S �S PROPOSEX HORSE TRAIL
d ' . _ _ y—
�* STD
L T1GO ROW \ TIGO RC)! �pEADWAlLA55PILLWA FORGRAV .SWALE "
_. RUNOFF TO CULVER OUTLET RI RAP I I to %y % PER CITY S
w � .., ,�. - __._.. ;\ \� t____ __F "F' � PVMT EDGE CURB �
< � c w �-��- `� .- o � � -��-- r _ �-SEE-D�rAII TIGHT- EXISTING 30"WATER M IN �O+M 1�1 i�ADJACENT PROPERTY LINE=LAYOUT
LINE i PER DETAIL SHT
w w w w w _ -vx \ PROFILE / I v w �� 24'NEW AC VP MT&BASE��
cv
a - - 1+00 - _ ��GRADE LIN + _� - ~_ 9•�jr �j�"' '(�YGw ��1/�►/i�{i ' -- Z, 4 AC/6 CL II
BASE MIN
\ _ \
��
- _
f 3+00 j C CUR PER SD�SD G-1 G VITY KEYSTONE WALL 2% --
,
\ , / - - —-- - PROPOSED WOOD FENCE
_ P
6 PCC CU OD FENCE
CURB TO BE CONSTRUCTED AT v_ u
•
-- --- - - PER
--- -__ STD DWG G-1 EDGE OF HORSE TRAIL O� TO REMAIN 0
EXISTING GRADE COMP D FILL �5
CIL INT P E R t?WC�No.9050-G \ -
_-- t t0
„
A E
f
57+91.51 ON 3 _ - - - - - -
EHILL LANE , r �� �, �- %,_ F, -� Y - - Z
- -
�. �` N - - - - - G
��. / -, - - - EXISTIN 16' O
=13+82.26 LAS IG9 ROW ( ~\. GRAVEL FILTER SWALE
x ,.
- GRADED DIRT SURFACE Q
PER DETAIL SHTZ Z
58+03.21 LONE H LANE ' I o X z EXISTT PINE TREES = M\ ,� Q -- �- ` _- _- _ _ =__�-- / z -- -�- -
- T I PiCAI SECTION " PRIVATE STREET °
=O+Ob PRIVATE RO I I Q " AMC I \ TO RE AIN(TYP) w "' GU U_ �EXTSTING PCC DITCH z O
I I I ° ¢ '\ z \ 3 W z o =r' H a i- NO SCALE z
£` ¢ U.
� ww °- I `Y ¢ � - _ -__j O ° Z S� ° m °� \ QZ 'Z LJJ
O �C 3 H W Q_, r W Zn ¢ to [Y I I G
3Zp ° ¢ a V o a J � o F- w Z i yam: G-
QS OV \O \ t� O Zoc Z ° LL ° ° w /' w � S3 la i:e`� I I I II I \� Z
- a b `n `n r1�� 264-Al , °` ' W ° "A5-B 1 T" Lu
�, z o ° °° Z ' /' Z 3 5TRUCTURAL SECTION NOTE
IL- V w o w Z w X w 3 F- ��, a t>7 �, p' :-, •
i I
Z I.L. J\ V � W O - H = N n ° Q'� .. ,'- �� .r: C/ N I^ k, / r �J r� �-� d r W' Z
�p
o z° I w \ I °n N w Q �" a o w ~ z v� �k► '� w =.- °�J' J:�J J a :Z W r THE STRUCTURAL
SECTION SHALL BE DESIGNED BY A SOILS w
3 H 'n ,_, ac ¢ �, 0; ►n I„ o yy C, z N ° r RIAN DONALD RCE 26175 TE V
I W H \ '\ W V C N 'p O^ ¢ U ° r f"',�irs� h
I III z w o tI�1 = I _ o + O 0 3 ,�, `� �r�rl_C'' Q �,�" ENGINEER AT THE TIME OF CONSTRUCTION
BASED ON R-VALUE License Expires 3/31/9f�t2 °C
CL. - CIi+tA'I" —' Irr v i F�..I
n - , O N � '� ¢ 0 ° N Ix W QLr ° F- to i LL- �-
\ x °o o ° o \ SCALE: 1" -2 0 Lu o ,,, N ¢ + W ��,;, , ty 11J I � O' = TESTING AND
A TRAFFIC INDEX= 5.5. THE MINIMUM SECTION p
I W LY Q �3 \ 0\ + H CC a ° W �D d M a
i > V 0 10 20 30 4o so + V i- T S� * , M I % �I 11 REVIEWED BY: (n
N D ^ a = s CIVIL ; a o o SHALL BE 4 AC OVER 6 CLASS II BASE. Lu
Ova O � O I o ow � w P,rs:,Sa,G ► m ¢
z � N M a - �► t °'"
1
\ I I I WOE W Y Na � Z \� �•� /
III J ,, +
( � CA1.� % \
I '� I %� 09/07/05 INSPECTOR DATE: z
REVISIONS APPROVED, DATE REFERENCES DATE BENCH MARK SCALE ENCINITAS ARE DEPARTMENT CHECKED BY APPROVALS CITY
OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. W
?�M� COUNTY OF SAN DIEGO BENCHMARK No. "H28"� PLANS PREPARED UNDER SUPERVISION OF RECOMMEND D APPROVED PLANS FOR THE IMPROVEMENT
OF.
DISK IN CONCRETE CULVERT STAMPED 1938-H28-148 L��j� l�� " 497
V9C fb�cm,) d - 31 ° BENEATH CONCRETE FLUME 1.1 MILES SW HODGES DAM AND HORIZONTAL N/A BY: BY: �--`
'` "t 15 FT N OF DEL DIOS HIGHWAY LID-.4 ��� DATE: Z o5' CITY EN INFER / LATIGO ROW • A PRIMATE ROAD 9278
1
VERTICAL N/A BRIAN DONALD, RC 2 1 DATE: iZ•/27/ dS uATE: /� ZT 4 TPM 02-194
V�� G'a�.rJ �t ELEVATION: 148.22 DATUM: NGVD 1929 NAME DATE License Expires 3/31/06
�-`rAtL o�tclE 2 104 SHEET 2 OF 3 SHEETS
�viG RESOURCE DEVELOPMENT CORPORATION IN02-009C
F
KECKEATIONAL TKAIL NOTE5:
— -- -- — -
1. BRUSH, ROCK, DEBRIS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM TRAIL TRAIL SURFACE SHALL
BE COMPACTED TO MIN.80%, SURFACE TYPE SHALL BE NATIVE SOIL OR DECOMPOSED GRANITE AS APPROVED -r l - -�BY
THE CITY INSPECTOR. ' - 0' R-I-0 TALC-1° 4- Z
2. MAXIMUM CUT SLOPE IS 2:1. MINIMUM FILL SLOPE IS 2:1 o —
3. VERTICAL GRADE OF TRAIL SHALL NOT EXCEED 20%.
00' ER L URV
_ 00 N + -
0 0 - ---PI-456504- _ ..
4. CROSS SECTION OF TRAIL SHALL BE NOT LESS THAN 1% OR GREATER THAN 2/o. G1 5,75% G2 4.3 % G; 1
ul
5. VERTICAL CLEARANCE OF 12' SHALL BE MAINTAINED AT ALL POINTS.
ko
o
6. PROVIDE WATER BARS PER CITY OF ENCINITAS TRAIL STANDARDS ON TRAILS WITH GRADES OF 7% OR
GREATER. THE MINIMUM SPACING SHALL BE ONE WATER BAR FOR EVERY 5' RISE. oo' ERT L CURVE
- 0: 5 @ 4+5 ,� S 6 FI D ut
Ln
—7,50%-G2 °_ M ST 0 TE MAI
7. TRAIL MARKER: CARSONITE CIB-3066 BROWN 66" x 3.75" TO BE INSTALLED PER "
in
MANUFACTURER'S SPECIFICATIONS. -., -- N�3o
AVAILABLE FROM: CARSONITE INTERNATIONAL CORPORATION ° So o
_ Ln p 2.
10 BOB GIFFORD BLVD. - �-_ __. • — _
P.O. BOX 98 �' °�
W -
EARLY BRANCH, SC 29916-0098
N ISTI G_G D v -
(808) 943-9115 (800) 648-7974 Ln CD A[C/L PRIVATE
Ee
CD .� RM�IN
ALL SIGN TEXT TO BE PREPARED ON PRESSURE SENSITIVE DECALS USING WHITE
REFLECTIVE CENTURY SCHOOLBOOK LETTER STYLE ON BROWN BACKGROUND. NULL
OR PROHIBHITORY DECALS SHALL HAVE UNIVERSAL RED SLASH AND CIRCLE. °
3/8"THICK CONT.RUBBER • _ --
MIN.NET RETENTION 0.4 LBS./CU.FT. _
2x6 TREATED WOOD
SPACING:
N TRAIL TREAD TRAIL SLOPE SPACE BARS EVERY
2-3% 100' -
4 7% 80'
8-10% 70' --
„ COMPACTED SOIL 11-15% 50' 1�
30d GALV.NAIL @ 4"D.t. LESS THAN 20% 20'
2 ROWS STAGGERED SITE AND SOIL CONDITIONS MAY CAUSE
THE PLACEMENT TO BE ADJUSTED el
UPSLOPE� I
DRAINAGE
TRAIL TREAD
VE SPACING
BOVE— -`-
UPSLO��
EXTEND 12"MIN. k-NATIVE STONE USED
ENERGY DISSIPATER ry1
PAVEMENT EDGE CUK5 AND GAVEL FILTEK 5WALE \ `
NO SCALE
NOTE: FUTURE INDIVIDUAL DRIVEWAYS TO EACH LOT SHALL A MINIMUM
� UR6-TO-CURB WIDTH OF 16 FEET AND THE GRADE SHALL N � CEED 20%.
\8' HORSE TRAIL
m SEE 6AAD�ING PLAN FOR DET 5 1
v 1 00
i,J�l1 J�- !� $ EXISTING 30 A5EMENTIYO OLIV�N.AIN MUNICIPAL 1
�'�' WATER DISTRI PER DOC No.79-1592 Rec 4/19/79 z
8'O.C. X 3X
I I I f'' r H ' l!1
15
r�ri C�L � q a 1 �. - J•- �n
NOTES:
CHAMPHER OR DOME TOP ON POST 3„ °w Z v Q- , 1 18' AC PVMT
FENCE MATERIALS SHALL BE TREATED LODGE POLE PARCEL 2 DETENTION AREA °� o EXISTING 12 TRAIL EAS NT TO THE _ z
AS MANUFACTURED BY BVC AS AVAILABLE THROUGH ILS SHALL BE 3 INCH MIN.DIAMETER cc w H q CITY OF ENCINITAS PER`DOC No.2005- 01fl
ZA- Rec 1
C&E LUMBER CO.(909)626-3591(CONTACT RICK RUSSI) �£. tl 21° SEE RADING PLAN 15u, v) i5 �n ' 1 ePS �bti
a 2 ODGE POLE PINE IN GOOD CONDITION q O H i
OR CITY APPROVED EQUAL. �� FO ETAILS f- w O i�'� l r 264-41560- °
INSTALLATION SHALL BE BY CONTRACTOR EXPERIENCED POSTS SHALL BE 6-INCH MIN.DIAMETER PENTA ��� w Z W H i'' Z
IN THE INSTALLATION OF LODGE POLE FENCING TREATED LODGEPOLE PINE IN GOOD CONDITION. �� Z q �' q 'i� REDWOOD
HEADER '
, „ 1 tt �� O CUBIC YARDS u-I G) z F- 'i w
CONTRACTOR SHALL INSTALL POSTS PLUMB. 6Fr t� 2 9/16 ALL RAILS TO BE SECURED BY 20P GALV,NAILS �� I-+ –► w 'i Irai
POSITION POSTS SUCH THAT RAILS FIT SNUG �� ' °- q w /i I `L --1 / r 26-41 -45- 0-06
�' �' a RIP-R P FROM PAD GRADING - w °C <c o ¢
SO AS TO BE EASILY REMOVED. Z H °- '� M 24 �/ O rLcb cG
� ,r, P/L DRWY OPEAI EXISTING FIRE H D ANT ( �, Q°'Q-° �O SEE LETTER OF PERMISSION
c JJ I o TO REMAI �`
Al Ai A ib 80 LBS.CEMENT COLLAR PE ST 1 1: t� TO�?A�� \,' ° FOR
CONSTRUCTION OF OFFSITE
MWD VAULT `� IMPROVEMENTS'BY DONALD MACKIE
Oil �
�_
w.
DATED
QS / PAVE q
S `r s s s
PAVEMENT EDGE CURB ---- 21„
R
—s s s s —s s —s =s —s — — —i —.S s S S — —S
_ _ - r-_--- l7
TYPICAL SECTION - TRAIL FENCE .INE 's LAT1G0 �.OW �a F _ :• '
w -`-_._V/ - . _. �, _ _ , _ / EXISTING 30 WATER MA AM - �c `�
NO SCALE r .
�i
�y
4 0 S PROFILE GRADE LINE - 5' w ^- i OD HEADE Q
- .- - g
_ �N 88°21'32"W _ �_5+00 i 6"PCC URlI PER 5 RSD 6-1 +0 7+00
/
RED
--�- -+--
Q
sib
3 �?Y--,\77—
201 13
T4A _4
its 'Ib O
rh
1 FINISHED GRADE VARIES PER PLAN 1 — Y " ,> EXISTING PINE TREES �
0 6
OZ EARTH COMPACTED TO 95%MIN.RELATIVE COMPACTION BELOW TRAIL. 1 1' Z F Z �} - »r 0 REMAIN(TYP)
30 4"DEPTH DECOMPOSED GRANITE WJSTABILIZER PER SPECD. SUBMIT 3 ;� I � �' o w w �-'I m q H Z Z
S� U1(U !� r�
SAMPLE FOR CITY APPROVAL, REMOVE ALL ROCKS,CLODS&OTHER \ :•'" 2' H v w v cc q O H Z q i V) o x -'+
'�' V) -1 r� ��� J if-�r:J J J J Z
UNDESIRABLE MATERIAL. RAKE SMOOTH,LEVEL&COMPACT TO 95% /\� \% /\- `[ q -j w cc O O w Z o- IL ¢
ac -- (r Q
/� / / \ cc a 3 I- F- �, ! w q Z q
RELATIVE COMPACTION, `�\ \��\ \ /\/\ \ \\ \ \�� v` cc v f- w cc ! H ^ -
-
®2x4 x18"REDWOOD STAKES POINTED. LOCATE @ALL SPLICES, / \ / \ � //\\/ _ q fv-I q Z w w q •¢ to —
/� / //� ALL WOOD SHALL BE CONSTRUCTION GRADE REDWOOD. w d °' ~ > w N ° a O w cc 3 m ." -
°C oW�c cc -
CORNERS&@ 5'MAX.INTERVALS. \ \\ \�� \ \\\/ ,� cc w c~c w a O o w "' � > > cp _ = vwi
q ( v, !' O
q cc , V cc
0 5 2x4 REDWOOD EXCEPT FOR TURNS&CURVES). 2 EACH 1x4 ` HEADER STOCK SHALL BE IN LENGTHS OF 10'MINIMUM. ri _ w .y _ Q w I_, Z p
a Z � w cc
( ) O 2 w •a- v� Cm _ a w v O a o o
3 5 4 yam. vi N w N H �i Z - a > o o Z Q ci lA/A`�'E /� �►1/r
REDWOOD LAMINATE IN CURVES 6'RADIUS&LARGER, (6)EACH 1/4x4 NAIL HEADERS TO STEAKES W/(2)GALVANIZED NAILS. Z Z o –► n w v
-' = o �' O
REDWOOD LAMINATE IN CURVES LESS THAN 6 RADIUS. w _► J r' v Z d p dX a ., + Z Z --
D
USE SPLICE PLATES(I"0'x24)@ ALL BUM JOINTS,CENTERED ON THE �� J J J ° cc �, �-I z � w w N t I x z
w w
Q6 (2)GALVANIZED NAILS. LENGTH AS REQUIRED. JOINT&NAILED TO EACH HEADER W 4 10d GALVANIZED NAILS• q cry v u_ cc cc w
N v h2 °O .-.
Q /( ) • LL I J /�I-J , r �-I to O s + uj,
J v LO .o L W
A J-1 r� w X �-� H �I \ m .a ��� � t -/ c o
07 FINISH GRADE IN GROUND COVER AREAS. REDWOOD HEADER IS NOT REQUIRED WHERE TRAIL IS BORDERED BY HARDSCAPE. Z - a w O�X = _ /
- u_ v o �o
H � a °
° / / o rn ° Q. O
�Jo A�-QUILT"
Lu
TYPICAL SECTION - EQUESTP,IAN TKAIL
Eu
w
NO SCALE a BRIAN �y PLAN� DONALD B AN DONALD RCE 26175 DATE: v
License Expires 3/31/06
No.26175 � SCALE: 1"= 20'
CIVIL * REVIEWED BY: O
•`,N� t>f8S310r181 !, 0 10 20 30 40 50
®F CA11F�1�\ INSPECTOR DATE: w
09/07/05 Z
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE ENCINITAS ARE DEPARTMENT CHECKED BY APPROVALS CITY
OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
z
w
O_V15� COUNTY OF SAN DIEGO BENCHMARK No. "H28�� PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PLANS FOR THE IMPROVEMENT
OF'
5 DISK IN CONCRETE CULVERT STAMPED 1938-H28-148 N/A C5 497
• BENEATH CONCRETE FLUME 1.1 MILES SW HODGES DAM AND HORIZONTAL BY• BY. CITY EN INFER LATIC70 SOW A PRIVATE
OAn 7
15 FT N OF DEL DIOS HIGHWAY N A ', DATE: Z os °
ELEVATION: 148.22; DATUM: NGVD 1929 VERTICAL / BRIAN ONA D, RCE 26175 DATE; 2 7/ S DATE: TI'M
02-194
c.�,l y-I2,e,ttr � NAME DATE License Expires 3/31/06
SHEET 3 OF 3 SHEETS
RESOURCE DEVELOPMENT CORPORATION IN02-0090