2006-94 I (Plans) ROAD IMPROVEMENT, PUBLIC SEWER & PUBLIC TRAIL PLAN WORK TO BE DONE
IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE
PLANS; THE CURRENT SAN COUNTY DEPARTMENT OF FOR FORTUNA RANCH ROAD & PORTION 0 F CANYON DE ORO
SPEC FICATIONS AND SPECIAL DI ROVIS ONS FOR IMPROVEMENT OF DIVISION TANDARD
STREETS AND STANDARDS REFERENCE DRAWINGS.
S.D.C. SAN DIEGO
SEWER NOTES GENERAL NOTES O.M W.D. = OLIVENHAN MU WATER DISTRICT.
S.D.P. = SAN DIEGO PRECAST
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD 1. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT S.D.R.S.D.
= SAN DIEGO REGIONAL STANDARD DRAWINGS
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION), CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE E.S.D.
= ENCINITAS SANITATION DISTRICT
THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD PROJECT BOUNDARY,
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED BY THE
SAN DIEGO REGIONAL STANDARDS COMMITTEE), THE SAND DIEGO 2. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND o` O
REGIONAL STANDARD DRAWINGS (LATEST EDITION) AND THE FOLLOWING FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH / S SITE o�
A.P.N. 264 - 451 -12 & 13
SPECIAL PROVISIONS: OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. /l cPty SI ADDRES'3
3740 FORTUNA RANCH ROAD
1. TRENCH WIDTH SHALL BE PER SDRSD No.S -4 UNLESS OTHERWISE THERE ARE NO OTHER EXISTING FACILITIES EXCEPT SHOWN ON J4 a
TE ENCINITAS, CA 92024
THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE
NOTED. PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITY
2. PIPE AND BEDDING CONDITIONS: SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT OIYNER�PERMl7TEE
JERRY HUGHES
(A) ALL PIPE SHALL HAVE 4" MINIMUM OF 3/4 INCH CRUSHED SHOWN ON THESE PLANS. NCI CANITASSLE AN
E C>
ROCK BENEATH THE PIPE. CV, ENCINITAS, CA 922024 024
3. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC R N - 760 - 744 -0300
(B) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES
PRE TO 12 INCHES MINIMUM ABOVE THE PIPE SHALL BE SAND, AND SHALL COORDINATE HIS WORK WITH COMPANY Q -
GRAVEL, CRUSHED AGGREGATE, NATIVE FREE - DRAINING REPRESENTATIVES.
r�
GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF 30 OR BETTER. �J LE GEND: SEWER IMPROVEMENTS
NOTICE: ALL ELECTRIC AND GAS SERVICES WITHIN � �I
(C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM THIS PROJECT ARE "UNDERGROUND 4� �p ITEM & STD. DWG.
SDRSD SYMBOL QTY
OF PIPE TO 12 INCHES MINIMUM ABOVE THE PIPE SHALL BE 3/4 INSTALLATIONS ". FOR LOCATION OF Q RTLy
_ INCH CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE USED ONLY 0 ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES, CALL S.D.G.& E. q
INSTALL 4" SEWER LATERAL S -13 SQ 2 EA
4 'q
WHERE PIPE INVERT GRADES ARE 1% OR GREATER. TELEPHONE: 811 (DIG ALERT) ��y INSTALL SANITARY SEWER MANHOLE
S -1 O 2 EA
3 SEWER SERVICE I LATERALS AND Y STRUCTURES I SHALL BE IN 4. THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO EARIMM 01JANTM
INSTALL 8" PVC (SDR 35) SEWER MAIN SDR35 S 360 LF
THE PRESENCE OF THE INSPECTOR. AIR PRESSURE TEST SHALL BE STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE /� CUT = 1000
C.Y. +/- FILL = 1000 C.Y.
USED UNLESS OTHERWISE DIRECTED BY THE INSPECTOR. HIS WORK WITH COMPANY REPRESENTATIVES. VI MAP
4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLES SHALL BE PER NOTICE: ALL TELEPHONE SERVICES WITHIN THIS T.B. 1148 -E4 NOTE
LEGEND: PROPOSED & EXISTING CONDITIONS
SDRSD No.S -17. POURED IN PLACE MANHOLE BASES SHALL BE A PROJECT BOUNDARY ARE „ UNDERGROUND EARTHWORK QUA THEORETICAL BASIS ONLY
ARE CALCULATED ON LY AND DO NOT INCLUDE
E
MONOLITHIC POUR FINISHED COMPLETE AT THE TIME OF POUR.
INSTALLATIONS". FOR LOCATION OF PARCEL MAP /PROJECT BOUNDARY.
PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 -INCH CABLES AND APPURTENANCES CONTACT VOLUMES FOR CLEARING /GRUBBING, SHRINKAGE
COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL. PACIFIC BELL. AND /OR SWELLING WHICH CAN /WILL INEVITABLY EXISTING CONTOURS
- -- -- 255 - - - --
5. THE CONSTRUCTION OF 4 -INCH SEWER LATERALS SHALL BE PER TELEPHONE: 811 (DIG ALERT) AFFECT THESE QUANTITIES.
SDRSD Nos.S -13 AND S -14. LATERALS SHALL NOT DISCHARGE EXISTING PROPERTY LINE
DIRECTLY INTO MANHOLES. 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO IMPORTANT NOTICE EXISTING EASEMENT
6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS SHALL BE PER CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED
SDRSD No.S -10, TYPE A. IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS IF NEEDED. CENTERLINE -
7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 -INCH 6. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE Section 4216/4217 of
the Government EXISTING SEWER S
MINIMUM COVER. "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND EXISTING DIRT ROAD
8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS APPURTENANCES CONTACT: TELEPHONE: 1 -800- 422 -4133 Code requires that
a Dig Alert Identification
AND LATERALS SHALL BE SHOWN ON ORIGINAL AS -BUILT PLANS, EXISTING EDGE OF PAVEMENT
PRIOR TO ACCEPTANCE OF WORK. 7. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION Number b e Issued before a
9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE APPROVAL OR RE OF ANY KIND NOT
THE DESIGN CONSTI
OR " �� PROPOSED AC PAVEMENT (4" A.C. /6' CL. II BASE, MIN.)
DISTRICT ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. (IF APPLICABLE) Permit to Excavate will
be valid
PUBL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTAL 8. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH For you Dig
Alert I.D. Number Call PROPOSED GRAVEL SHOULDER FOR BMP TREATMENT °` co
CATION. MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE ESTABLISHED o 0
10.
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND Service Alert rt Underground
11. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD OPERATIONS SURVEYOR. 9 NO PARKING FIRE LANE SIGN PER R26
-F. I�O
DIVISION 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE TOLL FREE 8
g ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD 11
FOR INSPECTION OF PROJECT. (760) 633 -2770. PROPOSED PUBLIC TRAIL
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION),
12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY'S ENGINEERING THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD TWO working
days before you dig OWNER'S CERTIFICATE
SERVICES DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE
RIGHT OF WAY. SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO
13. THE CONTRACTOR SHALL, AND HEREBY DOES, GUARANTEE ALL REGIONAL STANDARD DRAWINGS (LATEST EDITION). IT IS AGREED THAT
FIELD CONDITIONS MAY REQUIRE CHANGES TO
WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE 10. NO CONSTRUCTION ACTIVITY THAT WOULD CAUSE SUSTAINED SOUND LEVELS
THESE PLANS.
OF THE WORK BY THE OWNER AND SHALL REPAIR OR REPLACE ANY OVER 60 DECIBELS SHALL OCCUR BETWEEN FEBRUARY 15 AND AUGUST 31
I T OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH WITHIN 500 FEET OF THE COASTAL SAGE SCRUB HABITAT. CONSTRUCTION IS
FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A
R
MAY BE DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN COULD BE ALLOWED IF THREE PRESENCE /ABSENCE SURVEYS FOR THE
REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR
WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD CALIFORNIA GNATCATCHER FIND NO GNATCATCHERS PRESENT WITHIN 500
ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES
FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER FEET OF PROPOSED ACTIVITIES ARE NECESSARY FOR AND DESIRABLE
FOR THE PROPER COMPLETION OF
TO THE OWNER, EXCEPTING ORDINARY WEAR AND TEAR, UNUSUAL / THE IMPROVEMENTS.
ABUSE OR NEGLECT. 11. A PRE - CONSTRUCTION SURVEY FOR ROOSTING AND /OR NESTING RAPTORS
SHALL BE CONDUCTED PRIOR TO THE REMOVAL OF TREES ON THE PROJECT SITE. � (V EES I FURTHER AGREE TO COMMENCE
WORK ON ANY IMPROVEMENTS SHOWN ON
PRIOR TO THE ISSUANCE OF A GRADING PERMIT, THE SURVEY SHALL BE SUBMITTED TO /�Y � +\ \ �
14. CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS, �5% / �°`" THESE PLANS WITHIN EXISTING CITY
RIGHT - OF - WAY WITHIN 60 DAYS N
THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION I �` �� ' �+`�jf i' r' AFTER ISSUANCE OF THE
CONSTRUCTION PERMIT AND TO PURSUE SUCH
THE PLANNING AND BUILDING DEPARTMENT FOR REVIEW AND APPROVAL. SHOULD RAPTORS u�
TAPE ABOVE ALL PUBLIC SEWER LINES, AND PORTIONS OF SEWER 1 , ` i �/ WORK ACTIVELY ON EVERY NORMAL
WORKING DAY UNTIL COMPLETED,
BE FOUND IN BE PRESENT,
LATERALS LOCATED WITHIN PUBLIC RIGHT OF WAY OR EASEMENTS. A EPA 300 -FOOT CONSTRUCTION BUFFER SHALL BE PRESERVED TPM 04 -010 _
- r� r
AROUND THE ROOST AND /OR NEST. .'L{��(� \BOUNDARY S IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED
WITH
15. FOR SEWER LATERAL TABLE, SEE SHEET 2. \\ _'- - '_ - THIS PROJECT OR UNDER MY CONTROL
12. PRIOR TO ANY VEGETATION REMOVAL OR GRUBBING DURING THE BIRD- / \ \ - - - O
16. "AS- BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL NESTING SEASON (FEBRUARY 15 TO AUGUST 31) A NEST SURVEY SHALL 7006L IA'S E. LO6A,�
ACCEPTANCE OF WORK. BE CONDUCTED BY A QUALIFIED BIOLOGIST WITHIN 72 HOURS PRIOR TO ,`
VEGETATION REMOVAL. PRIOR TO THE ISSUANCE OF THE GRADING PERMIT TL E c(� (z �3� - (( 1 + �� �� p/ JERRY
H S DATE p
17. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO � 4
MAINTAIN ANY PUBLIC SEWERS CONSTRUCTED WITHIN EASEMENTS THE SURVEY SHALL BE SUBMITTED TO PLANNING AND BUILDING DEPARTMENT � � ,. %
% O PARCEL _1 -- -
AND MAY BE REQUIRED TO DEDICATE ADDITIONAL ACCESS SI SHA ESTABLISHED BASED NE ON RECOMMENDATIONS BY A QUAL B IOLOGIST . \\ x
4�/_ThM 04- 010._ � ,�.� �Q��
EASEMENTS TO MAINTAIN THE PUBLIC SEWERS. g`
18. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE 13. ALL PROPOSED UTILITIES WITHIN THE PROJECT SHALL BE INSTLLED UNDERGROUND,
�' \� / G els` - - _ BARBARA HUGHES DATE
REQUIRED PRIOR TO CONNECTION TO SYSTEM. INCLUDING EXISTING UTIUTIES, UNLESS EXEMPT BY THE MUNICIPAL CODE. END OF PROPOSED 1-01,
?
Q SEWER EXTENSION \ I .
2't 18" t 1 .5" EXIST. PRIVATE ROAD & ` ; ' -__ _- _ _ - _ _ _ STATEMENT OF ENGINEER OF
WORK Z
ADDITION COLD PLANE PUBLIC UTILITY ESMT. - - -- - i �'°'
i EN ROAD IMPROVEMENTS
PER FILE No. 19804 �. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE
4' (E) AC RECD. ON 01 -31 -64 pND - - -- ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED
STANDARDS AND W
3/4" CRUSHED OF O.R. `� S�jF}E ;2 RANCH ! \ PARCEL 2 Z
\ PRACTICES OF THE ENGINEERS TRADE or PROFESSION. THE ENGINEER FURTHER
Az SAWCUT ROCK \ i F OR TUNE - - _ _ T PM 04 -010 . AGREES THAT THE WORK PERFORMED HEREIN
SHALL BE IN ACCORDANCE WITH 0
SHOULDER. -� _-- ".. \ - THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE
- / _� - ENGINEER AGREES THAT ANY PLAN CHECK or REVEW I PERFORMED Y TH IL
EXIST. 60' PRIVATE ROAD &PUBLIC T =8 " +/ A E
EXIST. 60' PRIVATE ROAD & - MEd / - \� ` CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY
FOR THE PLANS
UTILITY EASEMEN (OFF -SITE) YE"BE
PUBLIC UTILITY EASEMENT PROPOSED 60' DEDICATION (ON -SITE) PREPARED BY THE ENGINEER IS NOT A DETERMINATION
Y THE CITY OF
_ 8 O
i V :: \ ,(E) RESIDENCE -� 1 ENCINITAS OF THE TECHNICAL SUFFICIENCY or ADEQUACY OF THE PLANS or
i \ \�� DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO
24 A.C. PAVEMENT 10 2 6 12 / \ \ \ 1 I Ld
i i INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS W
TRAIL
� 'f 22't E EASEMENT ' � �' BEGIN PROPOSED � \ � I I I AGENTS AND EMPLOYEES FROM PROPERTY
DAMAGE or BODILY INJURY ARISING Z '
•� � A.C. PAVEMENT BMP � TREATMENT � / � " /
WD LANDSCAPE 12 12 _ SEWER EXTENSION "
BERM \ \ SWALE I (E) GRADE EXISTING SEWER L=360' t �! �SI� , ; SOLELY FROM THE G N GLIGENT ACTS,
ERRORS, or OMISSIONS OF THE ENGINEER C5
A.C. PAVEMENT
\, \ �, �" /, AND HIS /HER A S or EMP OYEES ACTING WITHIN THE COURSE AND SCOPE W
(E) GRADE / PER DWG. CS 183 OF SUCH AGEN ( ND EMP YMENT AND ARISING OUT OF THE WORK
PROPOSED . \ s
MINOR CUT \ REDWOOD HEADER o 1 \ \ \ ~ \ / j PERFORMED BY T GIN -R. Q
PROPOSED ADDITIONAL A.C. TRAIL IMPROVEMENTS PROPOSED ADDITIONAL A.C. _ / V)
SECTION PER SOIL ENGINEERS SECTION PER SOIL ENGINEERS INSTALL
5' +/- WIDE \ _
SAWCUT & 1.5" RECOMMENDATION. 4" A.C. OVER SHEETS 3 & 4. RECOMMENDATION. 4 A.C. OVER OUTLET ® �' SIGNED:
DATE: Q a0
ON -SITE ONLY PER
:.\\ ,`;` _ \\ �.\ :�\ � \ � -- '� j`���;/ DOUGLAS LOGAN pFESSi U I
COLD PLANE PER 6" CL.I1 BASE, MIN. LOCATION VARIES 6 CL.II BASE, MIN. 30' +/- o.c. _ NA RA �� eR
�Nq O
DETAIL ABOVE. BMP PROJECT STATUE �- PARCEL 1 X o
(TYPICAL) PRIORITY \ 'P M 7904. NC RCE NO.: 39726
SECTION 'B' ROAD SECTION A -b ! I RANCHO COASTAL ENGINEERING
\ _ ` � - � ' m C 39726
FORTUNA RANCH ROAD &PORTION OF CRUSHED ROCK -LINED SWALE SHALL BE MAINTAINED I 1635 S. RANCHO SANTA FE RD.,
STE. 204 a
Cap ROAD SECTION BY DEVELOPER IN ACORDANCE WITH STORM WATER \ Exp. 12 /31/11 0-
- /� I
SECTION 'A' SAN MARCOS, CA. 92078 tr it
MAINTENANCE AGREEMENT DOC: A01 -OI ?O _ �'°°� - - !
CANYON De ORO ROAD kE Ld
760) 510 -3152 sf CIVIL �r
FORTUNA RANCH ROAD RECORDED DATE: „ ` 1 7 `- - - ( of �¢�
A NOT TO SCALE NOT TO SCALE - ` \ ENG. JOB No. 5652 H g es
u h cA1
NOTE: ROAD SLOPES TOWARD SOUTH FROM STA. 3 +50 TO 8 +25, Z
�
NOTE: PAVEMENT DOES NOT FOLLOW ® THIS SECTION.
--�� ENGINEERING
THEN SLOPES TOWARD NORTH FOR REMAINDER OF IMPROVEMENTS. -� - - -• - ^ � ,,,,• - _ �. Ii ,I , , ;
PUMC WORKS EVCNTAS ME DWAR7L48Nr PI00 REC lEATM OLNE HM MILP"AL WATO DISTRICr S I o g 18 S 0 u I C e D e
V e 10 p m e o 1 C 0 0 8 u I 18 01
1635 S. RANCHO SANTA FE #204 W
KEY MAP
,��►y!( $ -/8 ^(a �� SAN MARCOS, CA. 92078 W '
P
AP ROVED BY DATE A?)e / �� *M4�i • /�J /�� fQw/ 3 /S /v 36 I ; -, t 0 SCALE: 1 " =100' FILE NAME: Hughes-
94- IR- Shtt.dwg (760 510 -3152 Ph � (760 510 -3153 Fax z 1
APPROVED BY DATE AP OVED BY 15ATE AtPROVE5 BY DATE PLOT DATE: 03 -09 -10 5
REVISIONS APPROVED DATE REFERENCES DATE BE NW MARK SCALE PLANN M & BLIMM E9110 APPROVALS CITY OF ENCINITAS ENGINEERING
SERVICES DEPARTMENT DRAWING NO. W - 1
I I •' STA ION: ENC PLAN REPARE UNDER SUPE VIS�N QF RECOMMENDEDS P ED AP IMPROVEMENT & SEWER EXTENSION
PLAN FOR:
DESCRIPTION: 2.5' BRASS DISC IN DROP HORIZONTAL "/ DATE: // B BY
- F ORTUNA RANCH ROAD & 94 1
INLET ON NORTH SIDE OF FORTUNA RANCH N/A R.C.E. N0. 39726 DATE: 4 to 2� DATE: -4�o PORTION OF CANYON
DE ORO
ROAD & 50 -FEET SOUTH OF ADAM'S ROAD. VERTICAL ENGI ER
APP VED BY DATE DOUGLAS E. LOGAN EXP. 12 -31 -11 CASE No. 04 -010 AN TPM EN SHEET
1 OF 4
1 F1 =497 877 DATUM: NAVD 88
300 V.C.
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VERT. ,1 ,- 7. I � I i I f �
1+00 1+50 2+00 2+50 3 +00 8+50 4+00 4+50 5+00 5+50 6+00 6+50 7 +00 7 +50 9+00 6
+50 9 +00 9 +50
PROPOSED SEWER DATA
SYMBOL BEARING LENGTH REMARKS
O N76 49 "E 360.00' 8" SDR 35
GRAPHIC SCALE 1' 30' \ \� 0o 1 p �p B ,�. \ � P RCEL \ of
PARCEL MAP BOUNDRY ° RECRM� P M 04p1O
0 30 60 90 ° p paG 10 MPp FpR TP G 0
M
c_n .t ° 0
� � k25 GCGESS X10. "::> I
APN 264 - 451 -11 ° 3 - - W w ° sja ° R p
Z APN 264 451 08 a J E Y
PARCEL 4 ; = W eE N APN 9k C. iRPO
N N W = PARCEL 1 \ cWn s�P PEO P SN�' J N�
PM 6594 _
3 w PM 6594 J z ° 10 S
i -- c� z m g / I I p r m l CRp S\ SILT I NCE <,:'' p Oa rn/
Z N N ° T INSTALL NO PARKik FIRE F Z "
�j ^, ; -- - -rn� LANE SIGN PER R26
� v z +I w � w W
rn
45 � �- �- (TYP.) I m I .:•• � �`\
W > W , 4369 N Q Z r �l - ..•,r. �a'V l I !
>c a a x EXIST. 60 PRIVATE ROAD & SEE FIRE DEPT. NOTES I k N z
- .---- _ - - -_- S �pPE NO - - -a --a '` �~ -'- - -- w PUBLIC UTILITY EASEMENT BELOW FOR LOCATIONS. I + N o
o a N Dull, 03 CuS
- -- -• ALE u= -_- � --- _-----
-._ - - - -- pR �P1G• 1pSS. -z 44 �— _ . a z PER FILE No 19804 ° v a . I - + m w
6 v xz - -
o RECORDED 1 31 6 : -•,::
M_ 0_
0 ��� RE 0 DED 0 4 OF O.R.
- J
SN -
SM _N F.x x - - - -- _ -- _ - M m uj m a d PROPOSED 24 DE
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S� - HT- _ to z -= N - - h3 PAVED ROAD 43z N
- - -- _ a z
- --' 1.5:1_- - N W��� . — — _ - -- _—
34
_ \ � / / � '. I � - \ O�Rt to
EXISTING 8 PVC
SEWER MAIN o
_ - -' - - - - -- RPM co N k 433.3 k 43 4.7
PER DRAWING -
CS 183; 4 5 E 3 +00 \�2� +00 _ _ _ — - 5 +00 _ _ — — - 6 +0� DIRT 7 +0 _ W % \
- , - _ . -- — —
i -.__ -__. p STA 9 +92t
(E) SEWER M.H. / N FORT�RrA RANCH ROAD ° o o ° " 1
- END FULL A.C. A C. PAVEMENT I
RIM= 429.74 ,2 +pp 1 P TO
- 0 6 " _. TRANSITION �I
LE.= 419.5 so ,/, _. _ 1 _- - - _ - -- - _- - �. SECTION. TRANSI �
ADJUST _ -- - - - . _ -" ' - SMOOTH I TRANSITION.
I
RIM IF
NE - ?4 6' -3/4" 4
C SSARY. i �.- 1 0> - CRUSHED ROCK D8R RqA a ILT FENCE O
I }
��0 �. 20 0'` _1. - o'er PROPOSED 8 PVC g GRAVEL ®EDGE OF a 6'-3/4 CRUSHED \\
,: Z
-- --� - -,\ �� wry^/ SEWER MAIN ON PROPOSED A.C. PAVEMENT -sr j' ROCK GRAVEL ® ; -•ti: PARCEL 2
Of
CENTER LINE FOR BMP TREATMENT - -- __ �� `� 43 EDGE OF PROPOSED \ � ^
A.C. PAVEMENT FOR O \
100 - " _ -- -� N -- -- °� k _ TPM 04 -010 oz
i �• - -- 2 - o . 4 NSTALL 5' +/-
WIDE- I rn BMP TREATMENT : .
o p GRAVEL OUTLET 0 30' +/- O.C. 1 z A a
ti�
APN 264- 451 -09 (TYPICAL) 1 N F 3: � i �' EXIST. DRAINAGE FACILITIES
& PARCEL 2 N Z \ .
STA 1 +00 A.C. PAVEMENT PER GRADING PM 6594 z APN 264- 451 -12
BEGIN 24 A.C. PLAN FOR PARCEL 3 PM6594. To z
A -
WIDENING PER DETAIL � APN 264- 451 -10 DIRECT DRAINAGE FROM NEW PARCEL 1 EASEMENT DATA
IMPROVEMENTS TOWARDS PM 7904 EXISTING IRREVOCABLE OFFER TO DEDICATE REAL PROPERTY FOR Z
EXISTING F BOXES. C
PARCEL 3 O ROADWAY PURPOSES TO SAN DIEGO COUNTY PER DOC. N. 78- 122780 �
PM 6594 PLAN DATE 3 -29 -78 BOOK 1978 OF OFFICIAL RECORDS. W
OD EXISTING 60' PRIVATE ROAD EASEMENT AND PUBLIC UTILITY EASEMENT z
SCALE: 1 " = 30' PER DOC. NO. 77- 182833 DATE MAY 13, 1977 BOOK 1977 OF O.R. 6
FIRE DEPARTMENTS NOTES BMP TREATMENT LEGEND PORTION OF FORTUNA RANCH ROAD & CANYON DE ORO TO BE W
INSTALL "NO PARKING FIRE LANE" SIGNS PER DEDICATED TO THE CITY OF ENCINITAS PER FINAL PARCEL MAP.
H
R26 -F AT THE FOLLOWING STATIONS: 1 +00; . - BMP TREATMENT AREA Q
3 +00; 4 +00; 5 +00; 6 +00; 6 +75; 7 +50; O
8 +50; 9 +25.
U
• SEE S.W. MAINTENANCE AGREEMENT PLAN & PROFILE
ALL ROADWAYS) SHALL BE A MINIMUM OF pOFESS /� PER DOC: 10.01 �O ;�_ O
24 -FEET IN WIDTH DURING CONSTRUCTION & �o E N 4 RECORDED DATE: _ fl .
v� `� `�i 1 i �! + I u r' ��
h c
MAINTAINED FREE & CLEAR, INCLUDING THE U
�!I; I I �I. Cl fill C
ENGINEERIN
PARKING OF VEHICLES, IN ACCORDANCE WITH
I'
THE UNIFORM FIRE CODE & THE ENCINITAS W c3s�zs Siogle Source DeueloPmeal Coosultaot
FIRE DEPARTMENT. * E+w• 12/31 . .
s
Civil. S. RANCHO SANTA FE #204 W
Alf OF cA�1fa SAN MARCOS, CA. 92078
FILE NAME: 2003 \Hughes_94 IR_Sht2.dwg (760) 510 -3152 Ph / (760) 510 -3153 Fax
PLOT DATE: 03 -09 -10 Q
Z
/I
REVISIONS APPROVED DATE REFERENCES DATE RICH Lmw SCALF w BMw L a APPROVALS CITY OP ENCINITAS ENGINEERING
SERVICES DEPARTMENT DRAWING N0.
l - 1- •Ia -/ -/ STA11ON: ENC -17 P N PREP RED UNDER SUPER OF RECOMMENDED APP - D IMPROVEMENT &SEWER
EXTENSION PLAN FOR:
POINT NO.: 1017 HORIZONTAL 1" = 30' ATE: - BY: B Y F ORTUNA RANCH ROAD & W
DESCRIPTION: 2.5' BRASS DISC IN DROP 94 -i Z
ROAD &
INLET & 50 -FEET SOUTH OF ADAM'S ROAD. VERTICAL ENGINEER NORTH SIDE OF FORTUNA RANCH 1" = 75 ' R.C.E.
N0. 39726 DATE: 41412 DATE: 44 y �1 0 PORTION OF CANYON DE ORO 0
= DOUGLAS E. LOGAN EXP. 12 -31 -11 CASE No. 04 -010 AN TPM EN SHEET 2 OF 4
Z
W
HYDROSEED NOTES: �' /
1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT COUNTY OF SAN DIEGO 38
/ i
ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER
WHEN THEY ARE:
APROXIMATE LOCATION OF
A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. CENTERLINE WETLAND
B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS \ �, m - �� \\ o �e� _/
SLOPE IS NOT SUBJECT TO EROSION DUE TO THE
EROSION RESISTANT CHARACTER OF THE MATERIAL AS
APPROVED BY THE CITY ENGINEER. 0
0
2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE
APN 264-451-007 \� \ \� / / �/ ��
SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE — --------------
HYDROSEEDED GROWTH.
LO / j ` 0
3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING. Z
COMMON NAME RATE/ACRE
cf)
AZTEC or APPROVED EQUAL 250 LBS.
300 LBS. 1�R jpiiiiiiiiiiiii LL_
\
0
VIRGIN WOOD FIBER 3000 LBS. S 88'40'
18-18-18
SAND VERBENA 1 LBS. 54" E 6
COASTAL SAGEBRUSH 3 LBS.
SUN CUP (BEACH EVENING PRIMOSE) 1/2 LBS.
CALIFORNIA ENCELIA 8 LB. DIRT Z
CALIFORNIA BUCKWHEAT 4 LBS.
DWARF GOLDFIELDS 1-1/2 LBS. 0
GOLDFIELDS 1-1/2 LBS. 0
PYGMY-LEAFED LUPINE 5 LBS. ......
LAUREL SUMAC
3 LBS.
ADDITIONAL GENERAL NOT
MONKEY FLOWER 1-1/2 LBS. 77
OUR LORD'S CANDLE 3 LBS.
\ �END / T A IL 0 0- '
SARVON 6 GALS. - -- _\ - 1
o ALL GRADING TO BE DONE IN ACCORDANCE TO __
SUPERTHRIVE 2 oz./100 GALS OF HYDROSEED SLURRY
39u SECTION 23.24.490 OF THE ENCINITAS MUNICIPAL CODE.
MYCORRHIZAL INOCULUM 40 oz.
ALL SLOPES GREATER THAN 15 FEET HIGH SHALL BE
—
GLOMIS INTRARADICES ) /
ROUNDED INTO THE EXISTING TERRAIN TO PRODUCE A
AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO CONTOURED TRANSITION FROM SLOPE FACE TO NATURAL
0
HYDROSEEDING BY:
17 0 9 0
GROUND AND ABUTTING CUT OR FILL SURFACES WHERE 04
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A
COMBINATION OF: 110 - �---�--_WETLAND BUFFER
CONDITIONS PERMITTED.
0c)
STRAIGHT UNIFORM SLOPES SHALL BE AVOIDED. EVERY
�O TRACK WALKING SLOPES STEEPER THAN 6:1. OPEN SPACE PER
w EFFORT SHOULD BE MADE TO CONSTRUCT SLOPES THAT
b. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM "A" ABOVE N DOC. Z U.1 APPEAR NATURAL IN CHARACTER.
THE STEEP-NESS OF
N
CL SLOPES SHOULD VARY AND SLOPE FACES SH
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR REC'D.A
_2WO __ OULD
PLANTING BY. P R 1 OF F= 0 z UNDULATE IN AN EFFORT TO PRODUCE A MORE NATURAL
APPEARING SLOPE. SHARP, ANGULAR CHANGES IN THE
:
<
Lo 7PM 4-0fo LLJ ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A X a.
- t NOTE: CONTRACTOR LL DIRECTION OF SLOPE FACES SHALL NOT BE PERMITTED. V)
DAMP BUT NOT SATURATED SEED BED. TO CONSTRUCT ES
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, TRAIL WITHOUT
00 o CONDITION SCD:
LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE REMOVING EXISTING ------- w 00 0 NO CONSTRUCTION ACTIVITY
THAT WOULD CAUSE SUSTAINED
CO CONDITIONS FOR GROWTH. THE S IF POSSIBLE.
_j (D
ui 0 _ SOUND LEVELS OVER 60 DECIBELS SHALL OCCUR BETWEEN
O D W_
FEBRUARY 15 and AUGUST 31 WITHIN 500 FEET OF THE
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS 11 R .00
TO
GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR OF 10 PUBLIC RECREATIONAL TRAIL " 0 ckf 0 0 THE
RTHERLY and EASTERLY BOUNDARIES OF THE
COASTAL SAGE SCRUB (CSS) HABITAT LOCATED ADJACENT
Z AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL \ PER PARCEL MAP FOR TPM 04-010 SUBJECT NO PROPERTY.
SAID CONSTRUCTION ACTIVITY COULD
Q THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. A ER CITY STANDARDS, SE ND IMPROVED TO 6' TRAIL WIDTH
BE ALLOWED SHOULD THREE PRESENCE/ABSENCE SURVEYS
E
FOR THE CALIFORNIA GNATCATCHER, CONDUCTED FOLLOWING
P
NOTES/DETAILS SHEETS 3 & 4 SILT FE CE
THE UNITED STATES FISH and WILDLIFE SERVICE (USFWS)
TRAIL TO EXTEND FROM WEST 0" (1997) SURVEY PROTOCOL, FIND NO GINATCATCHERS PRESENT
' X__ - . - . WITHIN 500 FT. OF PROPOSED ACTIVITIES. PRIOR TO
BOUNDARY TO NORTH PARCEL 0000
?�oa - 00<0 . � I .. .11 ....
MAP BOUNDARY. '0 - ISSUANCE OF THE GRADING PERMIT, THE SURVEYS SHALL
L 425.00' BE SUBMITTED TO THE PLANNING and BUILDING DEPARTMENT X �\
FOR REVIEW AND APPROVAL. THIS CONDITION SHALL BE
11E INTO EXISTING NOTED ON ALL CONSTRUCT10N PLANS SUBMITTED FOR REVIEW
APPROVAL FOR GRADING or BUILDING PERMIT ISSUANCE.
DIRT ROAD WITH
SMOOTH TRANSITION
CONDITION SCE:
f7V I LA . 111: 04
a , IN 88 W L0
04 TO AVOID IMPACTS TO RAPTORS, A PRE-CONSTRUCTION
1 fa 1 M� \ �� N ��� .. /' / -- _.__ - _ - -- - _ SURVEY FOR ROOSTING and/or NESTING RAPTORS
SHALL BE
CONDUCTED PRIOR TO ANY REMOVAL OF TREES ON THE
Uj
0
L0
.0� PROJECT SITE. PRIOR TO ISSUANCE OF THE GRADING PERMIT,
0 . . . ......... THE SURVEY SHALL BE SUBMITTED TO THE PLANNING DEPT.
00 PARCEL 2 OF FOR REVIEW AND APPROVAL. SHOULD RAPTORS BE FOUND
04
TO BE PRESENT, A 300-FOOT CONSTRUCTION BUFFER SHALL 0
c) TPM 04-01
N. BE PRESERVED AROUND THE ROOST and/or NEST.
I \, � � I o / / / / \ " � CONDITION SCF:
3 8 THICK CONT. RUBBER — PRIOR TO ANY VEGETATION REMOVAL or GRUBBING DURING 0
THE BIRD-NESTING SEASON (FEBRUARY 15 to AUGUST 31),
r Z
START TRAIL 0 MIN. NET RETENTION 0.4 LBS./ A NEST SURVEY SHALL BE CONDUCTED BY A QUALIFIED
CU. FT. BIOLOGIST WITHIN 72 HOURS PRIOR TO VEGETATION REMOVAL. Ld
PRIOR TO ISSUANCE OF THE GRADING PERMIT, THE SURVEY
2x6 TREATED WOOD SHALL BE SUBMITTED TO THE PLANNING and BUILDING DEPT. Z
FOR REVIEW AND APPROVAL. IF NESTS ARE PRESENT, A
0
boo.
h (R TRAIL TREAD BUFFER OF SUFFICIENT SIZE SHALL BE ESTABLISHED BASED
RECREATIONAL TRAIL NO SPACING: ON SPECIES- SPECIFIC RECOMMENDATIONS BY A QUALIFIED
TRAIL SLOPE SPACE BARS EVERY BIOLOGIST. THIS CONDITION SHALL BE NOTED ON ALL
1. BRUSH, ROCKS, DEBRIS AND OTHER OBSTRUCTIONSa"00 2 — 3% 100' CONSTRUCTION PLANS SUBMITTED FOR REVIEW AND
APPROVAL
SHALL BE REMOVED FROM TRAIL. TRAIL SURFACE SHALL 4 — 7% 80'
BE NATIVE SOIL OR DECOMPOSED GRANITE, ALONG NTH a - 10% 70' FOR GRADING or BUILDING PERMIT ISSUANCE.
0
STABILIZER, AS APPROVED BY THE CITY INSPECTOR. COMPACTED 11 — 15% 50' Z
LA D.G. G. CONDITION . TRAILS TO BE IMPROVED TO AN 6-FOOT THREAD
WIDTH SOIL less than 20% 20' ESW4:
(MIN.) MODIFICATION or REMOVAL OF STORM WATER POLLUTION CONTROL
L = 45.65' ( 30d GALV. NAIL 0 4"o.c. TED. I W FACILITIES WITHOUT A PERMIT FROM THE
CITY IS PROHIBI W R = 530.00' 2. MAXIMUM CUT SLOPE IS 2:1. MAXIMUM FILL SLOPE IS 2 ROWS, STAGGERED SITE AND SOIL CONDITIONS
Z
2:1. MAY CAUSE THE PLACEMENT
0 = 04*5608" TO BE ADJUSTED
CROSS SECTION
3. VERTICAL GRADE OF TRAIL SHALL NOT EXCEED 20% Z
O Ld
4. CROSS SECTION OF TRAIL SHALL NOT BE LESS THAN
OF 10' PUBLIC TRAIL 1% OR GREATER THAN 5%. EASEMENT DATA
EASEMENT PER PARCEL UPSLOPE
V)
MAP FOR TPM 04-010. 5. VERTICAL CLEARANCE OF 12' SHALL BE MAINTATINED <
AT ALL POINTS. EXISTING IRREVOCABLE OFFER TO DEDICATE REAL PROPERTY FOR 0
ROADWAY PURPOSES TO SAN DIEGO COUNTY PER DOC. N. 78-122780
GRAPHIC SCALE 1"-20' 6. PROVIDE WATER BARS ON TRAILS WITH GRADES OF DRAINAG DATE 3-29-78 BOOK 1978 OF OFFICIAL
RECORDS.
7% OR GREATER. THE MINIMUM SPACING SHALL BE ONE TRAIL TREAD 0
WATER BAR FOR EVERY 5' RISE. SEE DETAIL THIS SHEET. m:
EXISTING 60' PRIVATE ROAD EASEMENT AND PUBLIC UTILITY EASEMENT
0 20 40 60 7• TRAIL MARKER: CARSONITE CIB-380 BROWN 66", TO BE 30* PER DOC. NO. 77-182833 DATE MAY 13,
1977 BOOK 1977 OF O.R. Z
<
INSTALLED PER MANUFACTURER'S SPECIFICATIONS. cr_
AVAILABLE FROM: CARSONITE (1-800-648-7974) UPSLOPE
1301 HOT SPRINGS ROAD SPACING kBOVF_
V- ��' \ V. .. SEE i
YA CARSON CITY, NEVADA, 89706 v ?,�GFESSIO
E.
E.
Ix 8. INSTALL WATER BAR, PER CITY STANDARDS, WHERE pS E. 4
. I I Iep, �11.::.:.� NECESSARY. c:ve NATIVE STONE USED c* <
PARCEL 1
AS ENERGY DISSIPATOR
C 39726 Z
tEXTEND 12" MIN. m
Exp. 12/31/11 Pi
PM 7904
LIU.
ENGINEERING
1.p
clvl�-
(SAME OWNER) V)
TRAIL WATER BAR DETAIL Sip�lo S ource Developmeol Copsullool
OF CAL
1635 S. RANCHO SANTA FIE #204 Ld
9) NO SCALE SAN MARCOS, CA. 92078 Ld
FILE NAME: Hugh es-94-IR _Sht3. dwg (760) 510-3152 Ph / (760) 510-3153 Fax Z
PLOT DATE: 03-09-10
DF(;IrAF7n Ply 1 DRAWN RY I CHFrKFn By Z
L REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE BMW 7 BMW I DEL ENGINEERING APPROVALS CITY
OP E ENGINEERING SERVICES DEPARTMENT DRAWING N UJ
17 3,570 1 L77' Tw K041 STATION: ENC-17 �
N PRE ARED UNDER SUPERVISION OF RECOMMENDED AP
U POINT NO.: 1017 PUBLIC TRAIL IMPROVEMENT PLAN FOR:
Mj
DESCRIPTION: 2.5' BRASS DISC IN DROP HORI ZONTAL
1 =20'
INLET ON NORTH SIDE OF FORTUNA RANCH DATE: BY: BY Q " FORTUNA RANCH ROAD &
ROAD & 50-FEET SOUTH OF ADAM'S ROAD. VERTICAL N/A R.C.E. No. 39726 DATE: 4/i/Lalo DATE: WIL!ZeO CANYON DE
ORO 94-1
877 nATH6,NAVD 88 DOUGLAS E. LOGAN
FL.-427, PAGNEER EXP. 12-31-11 CASE No. 04-010 AN/TPM/EN I SHEET OF 4
i
ADDITIONAL GENERAL NOTES: RECREATIONAL TRAIL NOTES MIN. NET RETENTION 0.4 LBS./
CU. FT.
o ALL GRADING TO BE DONE IN ACCORDANCE TO 1. BRUSH, ROCKS, DEBRIS AND OTHER OBSTRUCTIONS 2x6 TREATED WOOD
SECTION 23.24.490 OF THE ENCINITAS MUNICIPAL CODE. SHALL BE REMOVED FROM TRAIL. TRAIL SURFACE SHALL
BE NATIVE SOIL OR DECOMPOSED GRANITE, ALONG WITH TRAIL TREAD
D.G. STABILIZER AS APPROVED BY THE CITY INSPECTOR. :r
10' G ALL SLOPES GREATER THAN 15 FEET HIGH SHALL BE TRAILS TO BE IMPROVED TO AN 6 -FOOT THREAD WIDTH a
PUBLIC TRAIL EASEMENT ROUNDED INTO THE EXISTING TERRAIN TO PRODUCE A (MIN.) SPACING:
TRAIL SLOPE SPACE BARS EVERY
CONTOURED TRANSITION FROM SLOPE FACE TO
,'
2' 6' 2' NATURAL GROUND AND ABUTTING CUT OR FILL 2. MAXIMUM CUT SLOPE IS 2:1. MAXIMUM FILL SLOPE IS
4 _ �% 80
1.
TRAIL IMPROVEMENT SURFACES WHERE CONDITIONS PERMITTED. 2: 8 - 10% 70'
SEE SHEET 3 FOR COMPACTED 11 — 15% 50'
- - 3. VERTICAL GRADE OF TRAIL SHALL NOT EXCEED 20% SOIL less than 20% 20'
" ` \ TRAIL IMPROVEMENTS G STRAIGHT UNIFORM SLOPES SHALL BE AVOIDED. EVERY
V. _:.
EFFORT SHOULD BE MADE TO CONSTRUCT SLOPES THAT 4. CROSS SECTION OF TRAIL SHALL NOT BE LESS THAN
-- 3Od GALV. NAIL 0 4 'o.c'
APPEAR NATURAL IN CHARACTER SITE AND SOIL CONDITIONS
. THE STEEP -NESS OF 1% OR GREATER THAN 5 %.
- / 2 ROWS, STAGGERED
IMPROVE 6 THREAD AS FOLLOWS: SLOPES SHOULD VARY AND SLOPE FACES SHOULD MAY CAUSE THE PLACEMENT
• SCARIFY TO DEPTH = 6- INCHES. :; / / UNDULATE IN AN EFFORT TO PRODUCE A MORE NATURAL 5. VERTICAL CLEARANCE
OF 12' SHALL BE MAINTATINED CROSS SECTION TO BE ADJUSTED
• FINE GRADE &COMPACT NATIVE TO APPEARING SLOPE. SHARP, ANGULAR CHANGES IN THE AT ALL POINTS.
90 %. - DIRECTION OF SLOPE FACES SHALL NOT BE PERMITTED. 6. PROVIDE WATER BARS ON TRAILS WITH GRADES OF
• EVENLY SPREAD 4- INCHES (MIN.) OF 7% OR GREATER. THE MINIMUM SPACING SHALL BE ONE
D.G. OR D.G. W/ Y4' PARTICLES. - -`�` �'� / WATER BAR FOR EVERY 5 RISE. SEE DETAIL THIS SHEET. UPSLOPE
7. TRAIL MARKER: CARSONITE CIB -380 BROWN 66 ", TO BE
TRAIL SECTION p IN STALLED PER MANUFACTURER'S SPECIFICATIONS
-_ ' �. 4j0 AVAILABLE FROM: CARSONITE (1- 800 - 648 -7974) / / /� DRAINAGE
C 1301 HOT SPRINGS ROAD
NO SCALE Q \ CARSON CITY, NEVADA, 89706 // / / TRAIL TREAD // /
8. INSTALL WATER BAR, PER CITY STANDARDS, WHERE 30.: / / / /
NECESSARY. / /
,SILT FENCE :.,, ;.' /'W� \ / / / / - UPSLOPE�
V
Q p� NATIVE STONE USED
♦ AS ENERGY DISSIPATOR
Q� (��0 V k'` ° _ I•EXTEND 12" MIN.
PROPOSED ROAD TRAIL WATER BAR DETAIL
IMPROVEMENTS I
V / PARCEL 2 of TPM 04 010 NO SALE
I CJ " 4 PER SHEET 2
TRAIL MARKER o O
" �, ^ I
SEE DETAIL THIS / g`O p' `•
SHEET
END OF TRAIL
/ MARKER SEE
p
DETAIL THIS
EASEMENT END TRAIL ®SOUTH EAST SHEET
r'�p \ ���_^ O RECREA�ONAL 0 4 -010 AND
CORNER OF PROJECT
PUBLIC
'
OF 10 BLIC CEL MAP FOR 6, TRAIL WIDTH/ \
AR IMPROVED TOREE NOTET.
PER P
. V'� / CITY STANDA DS S
ILS THIS SHE 0 ,
r UI PER DESA 27.0 R
O \ & D - 7
ROAD _ -._ AN L -
RIVATE TED .. ,
GRAN / �� .•� -:<; _. / �
AS
\ \ U nLITY EA N 05 -
\ 0 p.R•<.
° � ES - 8 f
0 2 ►�-��
VILE NQ, VORT — -
- -� `464r
1 � vv
SEWER MPRO MENT - = •>- N 64 5 J
PER SHEET 2. a -• • -
o PARCEL MAP i ; N
AR
SEE o j
3-314' \\ DETAI M T to
DUAL SIDED FLEXIBLE MARKER\ \� - -- IS
_ 1
f - -- CITY TRAIL IDENTIFICATION (3 ")
TRAIL DIFFICULTY (1/2 ")
PERMITTED TRAIL USERS
DIFFICULT (3" x 3" BROWN & WHITE SYMBOLS)
PROHIBITED ACTIVITIES Z
(3" x 3" BROWN & WHITE SYMBOLS \ �- /
WITH RED SLASH) = �`� \ �--`— - �� _ \ l / j =
av `\
USE CARSONITE DUAL SIDE RECREATIONAL \ _ C L
MARKER 18 - 3066) (1- 800 - 648 -7974) OR
0 APPROVED EQUIVALENT. COLOR: BROWN � `= ` PARCEL 3 of PM 7904
ALL SIGN TEXT TO BE PREPARED ON PRESSURE % - 6 D_
SENSITIVE DECALS, USING WHITE CENTURY v' - -- 20 �� �,. \� (SAME OWNER) = ' — w
SCHOOLBOOK LETTER STYLE, ON BROWN BACKGROUND. �� ���, �' `� W
AFFIX DECALS TO BOTH SIDES IN THE SAME POSITION. \ _!� g y�9 �Qf
53 ] e - - - -- __ - z
ALTERNATE SIGNAGE FROM ONE SIDE OF TRAIL w� \ -� �l /� j� A 10 �6 �p1 W
TO OTHER, SET CLEAR OF TRAIL TREAD. 3e '\� \ —_. / 6� J
� Q
-_ - ----- --\ GRAPHIC SCALE 1"w30' Q
TRAIL NUMBER (1'/2 ")
0 30 60 90
U �
i Z
/ Q
TRAIL MARKER DETAIL Ld
QR OFESS /0
NOTE: NO SCALE _ _ ��° �p5 E. 4 Q
• DETAIL SHOWS TYPICAL SIGNAGE.\ oJG sc I 1 1p ( /� IP'I �ti la ,Z
O A Il1 �i11 c
C39728 ENGINEERING ����Il � 1;
• CONSULT CITY FOR SPECIFIC TRAIL NUMBER, \` / m Ir II f`>>
DIFFICULTY, & PERMITTED TRAIL USERS FOR / W " '
N i
EACH TRAIL SEGMENT. Em. 12131/11 * Single Source Daualopmeol Coosullaal �
• TRAIL MARKERS SHOULD BE INSTALLED EVERY � 1635 S. RANCHO SANTA F
e OIV1L o R�� P E 204
Y4 MILE °F CALM # W
SAN MARCOS, CA. 92078
FILE NAME: Hughes 94 IR Sht4.dwg (760) 510 -3152 Ph / (760) 510 -3153 Fax Z 4 '
PLOT DATE: 03 -09 -10 ('>
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE BM MW DEL ENGINEERING APPROVALS CITY OP ENCINFTAS
ENGINEERING SERVICES DEPARTMENT DRAWING NO. W ''
( - - STATION: ENC -17 PLA PREPA UNDER SUPERVISION OF RECOMMENDED AWED PUBLIC TRAIL IMPROVEMENT PLAN FOR:
POINT NO.: 1017 1 " =30' ?f _Z 4-16
DESCRIPTION: 2.5 HORIZONTAL DATE: BY FORTUNA RANCH ROAD BRASS DISC IN DROP
94 -�
BY: :
INLET ON NORTH SIDE OF FORTUNA RANCH N/A R.C.E. NO. 39726 DATE: I'D DATE: Ld
ROAD & 50 -FEET SOUTH OF ADAM'S ROAD. VERTICAL EN INEER
S DOUGLA E. Lo AN EXP. 12 -31 -11 CASE No. 04 -010 AN TPM EN SHEET 4 OF 4