2014- 11981 G (Plans)e
RIGHT OF WAY NOTE
GENERAL (CONT.)
ROUGH GRADING PUNS FOR-
ER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING
16.
ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL
FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE
DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF
WAY. FAILURE TO DO SO WILL RESULT ISSUANCE OF A STOP WORK NOTICE AND
WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE
BE COLLECTED, PILED OR OTHERWISE.DISPOSED OF OFF THE SITE BY THE
CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A
ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY THE CITY
L
E
I C
PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF
A
DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW
NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL
S H E ET IN D EX
RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON.
REVIEWED BY:
�••�
BY:
THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF
SHEET #1: NOTES, VICINITY MAP & LEGEND
ENCINITAS AND ITS OFFICERS, AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE
WHERE HIS /HER PROPERTY LINE IS.
OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS OR
OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS
OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING
�
WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND
A��A
T
/` C
-
REVISIONS
ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH
CIT1� F
E
N C
I N
I 1
/� V
UTILITY NOTE
CITY OF
MATERIAL.
COUNW OF SAN DIEGO
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
17.
THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH
Checked
By
-
THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN
CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY
DRAINAGE NOTE
ALTA ROUGH GRADING 10900 -G
EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN
a
J.C.N.
A.S.V.
PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE.
¢o
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY
NO GRADING, EXCAVATION, OR DISTURBANCE OF.CITY TREE ROOT SYSTEMS
-
Horizontal
Plans Pr pared nder Supervision Of
Date �W/G 114-
ALISA S. VIALPANDO R.C.E. No. 47945
LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET
SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM
z
AT 2 PERCENT ANd BE CONVEYED TO AN APPROVED DRAINAGE FACILITY.
THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY
k
Vert)cal
Date: Alb/
PROJECTION.ON THE GROUND). IF A CITY,TREE IS NOT CLEARLY LABELED
TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED
-
GENERAL
IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE
LEUCADIA BLVD.
DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL.
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE
-
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN
18.
STATIONARY CONSTRUCTION- EQUIPMENT SHALL BE SITED AS FAR AWAY AS
5
v
CONSTRUCTION STANDARDS OF THE C_T�Y OF ENCINITAS AND THE SAN DIEGO
POSSIBLE FROM THE PROJECT SITE BOUNDARIES.
PUEBLA ST
SIDONIA AVE.
AREA REGIONAL STANDARD DRAWINGS ANY CHANGES OR REVISIONS
a PASSIFLORA AVE
THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY
19.
DURING GRADING OPERATIONS, FACTORY STANDARD SILENCING EQUIPMENT
REQUEST FOR INSPECTION.
SHALL BE INSTALLED ON ALL GRADING EQUIPMENT.
%k SITE
2. THE SOILS REPORTS TITLED "REPORT OF GEOLOGIC CONDITIONS AND
20.
CONTAMINATED SOILS SHALL NOT BE BURIED WITHIN ANY PUBLIC EASEMENT.
�
D
° o
REMEDIAL GRADING RECOMMENDATIONS GOGREEN GREENHOUSE STRUCTURE
R
ENCINITAS , CALIFORNIA" PREPARED' BY GEOCON INCORPORATED DATED
21.
ALL ROADWAYS SHALL BE A MINIMUM OF 24' IN WIDTH DURING
MAY 05 , 2014 SHALL BE CONSIDERED AS A PART OF THIS GRADING
CONSTRUCTION AND MAINTAINED FREE AND CLEAR, INCLUDING THE PARKING
10 M Q
PLAN . ALL GRA(4ING- SHALL BE DONE IN ACCORDANCE WITH THE
OF VEHICLES, IN ACCORDANCE WITH THE FIRE CODE AND THE ENCINITAS
cQa
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT.
FIRE DEPARTMENT.
^
j
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN
22.
SLOPE GRADING SHALL BE UNDULATED, BLENDED AND CONTOURED, ETC- IN
o
PUBLIC RIGHT -OF -WAY OREASEMENTS SHALL BE REQUIRED IN CONJUNCTION
IN CONFORMANCE WITH 23.24.490 AND TO THE SATISFACTION OF THE CITY
VICINITY MAP
WITH IMPROVEMENT PLANS.
-
SAN
DIEGUITO WATER DISTRICT NOTES
NOT TO SCALE
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING.
1.
REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO
CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION
CONSTRUCTION BEST MANAGEMENT PRACTICES (BMP)
PRGTI]'",i' ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING
OF,' OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY,
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION
PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
EROSION CONTROL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER,
EXISTING nRIOR TO GRADING.
JUTE MATTING) MUST BE IMPLEMENTED WHERE APPLICABLE. 10 PREVENT SOIL
_
2.
ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E., LINE
EROSION ON SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH
CROSSINGS, LINE PARALLELING, OR PROPOSE CONNECTION SHALL BE FIELD
ROLLS, DETENTION BASINS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM
M .�
ARK WHICH IS DISTURBED OR DESIRE ED SHALL BE RE- ESTABLISHED AND
VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10
LEAVING SITE MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO
REPLACED BY A REGISTERED CIVILENGINEER OR A LICENSED LAND
FEET- OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT
ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE
SP,RVEYOR. 1
PLANS. ELECTRICAL'AND SEWER TO CROSS UNDER WATER MAINS UNLESS
TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO
"
GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT.
WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS,
7. 7HE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY
PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE).
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR
3.
CONTRACTOR.AND OWNER ARE RESPONSIBLE,TO RELOCATE AND /OR ADJUST
CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH
TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT , METERS,
POST - CONSTRUCTION BEST MANAGEMENT PRACTICES (BMA)
STANDARDS, LAWS AND REGULATIONS.
VALVES, VALVE BOXES, ETC.) ,WHICH IS; AFFECTED BY THEIR PROJECT.
ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES'
NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A
STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET
MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN
STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT
AS ROOF, HOOF DRAIN, DRIVEWAY, AND STREET. BMP MEASURES SHALL BE
THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS
THE OWNER'S EXPENSE.
IDENTIFIED ON THE SITE PLAN. MOST COMMON MEASURES ARE DESIGNATED
AND CITY RECOGNIZED HOLIDAYS.
•-
TURF AREAS, WHICH RECEIVE ROOF DRAINS AND RUNOFF FROM IMPERVIOUS
4.
UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING
AREAS. TURF AND LANDSCAPED AREAS THAT ARE DESIGNED FOR BMP'S SHALL BE
9. NG GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE- CONSTRUCTION
WATER SERVICES.
DELINEATED ON PLANS AND A NOTE PLACED ON PLANS PROHIBITING
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT:
MODIFICATION OR REMOVAL. OF THE BMP LANDSCAPE AREAS WITHOUT A CITY
CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER,GRADING CONTRACTOR
5.
MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE
PERMIT.
AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED
HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS.
LEGAL DESCRIPTION
WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING
(760)633 -2770. 1
6.
ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL
°
OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL
10. PRIOR TO HAAULING DIRT OR CONSTRUCTION MATERIALS TO ANY
THEY ARE SERVING.
PARCEL C:
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER
THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF
SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR
7•
CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT
1
SECTION 0 , TOWNSHIP SOUTH RANGE 4 WEST , SAN BACCORDING
'SAN
THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL
NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL
MERIDIAN, IN THE F'
OF DIEGO, .STATE OF CALIFORNIA, ACCORDING
CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH
POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH
THEREOF.
TO OFFICIAL PLAT '!'HEREOF.
REGARDS TO THE HAULING OPERATION.
THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD
BRASS PARTS.
EXCEPTING THEREFROM THE WESTERLY 150 FEET THEREOF.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT
-
PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF
8•
ALL COPPER TUBING USED FOR &IR RELEASES, BLOW OFFS AND SERVICES
PARCEL D:
SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING:
SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE
THE WESTERLY 150 FEE
FEET 50 T OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF
THE GRADING UNDER PERMIT N0. 11981 -G HAS BEEN PERFORMED IN
WITH WC -17 OR WC -18.
THE NORTHWEST OF SECTION 10, TOWNSHIP 13 SOUTH,. RANGE 4 WEST,
SUBSTANTIAL CONFORMANCE WITH THE APPROVED- GRADING PLAN OR AS
SAN BERNARDINO MERIDIAN , IN THE COUNTY OF SAN DIEGO , STATE OF
SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE
NOTIFICATIONS -
CALIFORNIA, ACCORDING TO OFFICIAL PLAT THEREOF.
`OWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO
1.
CERTIFIES SUCH GRADING OPERATION.
THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND
STRUCTURES
OWNER APPLICANT
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF
1
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS
AVAILABLE RECORDS. TO THE BEST OF OUR- KNOWLEDGE THERE ARE NO
LF ENCINITAS PROPERTIES, LLC LF ENCINITAS PROPERTIES, LLC
ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE
EXISTING UTILITIES EXCEPT AS SHOWN ON-THESE PIANS, HOWEVER:
441 SAXONY ROAD 441 SAXONI ROAD
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND
THE CONTRACTOR IS REQUIRED TQ TAKE DUE PRECAUTIONARY MEASURES '0
ENCINITAS, CA 92024 ENCINITAS, CA 92024
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK
(760)431 -7949 (760)431 -7949
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS
SITE. IT IS SHE CONTRACT,OR'S RESPONSIBILITY TO CONTACT THE
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN
FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY
EXCAVATION,
APN SITE ADDRESS
HIS OPIAION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR
FOR VERIFICATION AND LOCATION OF UTILITIES AND
THEIR INTENDED USE. -
NOTIFICATION OF COMMENCEMENT OF WORK:
PARCEL C: (APN: 256 - 172- 05 -00) 441 SAXONY ROAD
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO
A. SEWERS - ENCINITAS SANITARY DIST. - (760)- 633 -2770
PARCEL D: (APN: 256- 172- 06 -00) ENCINITAS, CA 92024
PROVIDE POSITIVE DRAINAGE AND PREVENT TOOTING OF WATER. HE SHALL
B. GAS & ELECTRIC - SDGE - (760)- 438 -6200
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR
C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 -227 -2600
FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO
D. TELEPHONE - AT &T - 1 -800- 248 -3632
EARTHWORK QUANTITIES
PEEVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS
E. CABLE TV - COX COMMUNICATIONS - ('760)- 806 -9809 X -2233
,
PERMANENT `DRAINAGE- AND EROSION CONTROL MEASURES HAVE BEEN
INSTALLED.
2
CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR
CUT: (RAW) C.Y.
1
TO BEGINNING ANY WORK ON THIS PROJECT.(76Q)- 633 -2770
FILL: (RAW) 10 C.
10 C.Y.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL
EXPORT: 2,983 C.Y. 14 CIA/ flt fO ACMASn ON PAOOEMY A5
SHALL BE PLACFO: IN ACCORDANCE WITH STANDARD •SPECIFICATION. ALL
3.
THE CONTRACTOR, SHALL GIVE 24 HOURS NOTICE ON CP..LLS FOR INSPECTION-
/iEMEWAL : F30 CY #%tr aF t04O0 -6 "Off1Trw Tj%AzL G/momc.4
VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY
PHONE: (760)- 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF
THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE
INSPECTION WILL BE SUBJECT Tb REJECTION AND REMOVAL.
NOTE: GRADING QUANTITI}'S ARE ESTIMATED FOR BONrt'dG PURPOSES ONLY
PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO
AND ARE NOT TO Br USED FOR FINAL PAYMENT .)UANTITIES.
SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE
RETAINING
WALL NOTES
SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM
OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
1.
RETAINING WALL ELEVATIONS MAY VARY BASED ON FIELD CONDITIONS.
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE
CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO CONSTRUCTION.
WITH SPECIFICATIONS.
2
ALL WALLS WILL HAVE SUBDRAIN,PER SOILS ENGINEER RECOMMENDATIONS.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO
PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR
EXCAVATION AND EMBANKMENTS SHALL BE SHAPED,PLANTED,AND TRIMMED AS
"
DIRECTED BY THE ENGINEER OF WORK.AND LEFT IN A NEAT AND ORDERLY
"
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR
EXCAVATION OR /EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME
LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL
SLOPES SHALL! BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE.
OWNER'S CERTIFICATE WORK TO BE DONE
IT IS AGREED THAT FIELIP CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. THE WORK TO BE DONE CONSISTS OF THE ITEMS INDICATED UNDER THE
"LEGEND" SHOWN BELOW, AND IS TO BE DONE IN ACCORDANCE WITH THESE
IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A PLANS AND THE LATEST EDITION OF THE FOLLOWING LIST OF RECORDED
REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR DOCUMENTS:
ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF ENGINEERING SERVICES
DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF 1.STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ( "GREENBOOK ")
THE IMPROVEMENTS. AND SUPPLEMENTS. (1997)
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST
HAS BEEN OR WILL BE RETAINED T07SUPERVTSE OVER ALL GRADING ACTIVITY 2.SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. (2007)
AND ADVISE ON THE COMPACTION D STABILITY OF THE SITE.
SIGNED: 7--1 3.CITY OF ENCINITAS GRADING t,ND EXCAVATION ORDINANCE.
MR. DEMP EY VWYER DATE 4.STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS
LF ENCINITAS PROPERTIES, LLC AND STANDARD SPECIFICATIONS, (JULY, 1995).
441 SAXONY ROAD
ENCINITAS, CA 92024 5.STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, (1990).
(760)707 -9897
^ 6.CALIFORNIA STORM WATER QUALITY ASSOCIATION, STORM WATER BEST
MANAGEMENT PRACTICE, CONSTRUCTION HANDBOOK AND STATE OF
CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CONSTRUCTION SITE BEST
MANAGEMENT PRACTICES (BMP) MANUAL.
SOILS ENGINEER CERTIFICATE
ALL REFERENCES ARE- TO BE MADE PART OF THESE PLA ^. -,i. ANY CHANGES OR
I, TREVOfC tAYM A REGISTERED CIVIL ENGINEER IN THE STATE OF REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER OR HIS
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL DESIGNEE PRIOR TO ANY REQUEST FOR INSPECTION.
MECHANICS, HEREBY CONFIRM THAT A SAMPLING AND STUDY OF THE SOIL
CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY GEOCON IN
IN JUNE 2013 AND BY LEIGHTON AND ASSOCIATES IN SEPTEMBER 1996: LEGEND
ONE COMPLETE COPY THE SOILS REPORT "REPORT OF GEOLOGICAL CONDITIONS SUBDIVISION BOUNDARY ..............................
AND REMEDIAL GRADING RECOMMENDATIONS GOGREEN GREENHOUSE STRUCTURE
ENCINITAS , CALIFORNIA " PREPARED BY GEOCON INCORPORATED DATED UNDERCUT LINE ...... ...............................
MAY 05, 2014, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. LOT LINE ........... ...............................
FURTHERMORE , I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT
THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT CURB LINE .......... ...............................
HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. LOT NUMBER I�
if 44r, PAD ELEVATION P=213.0
SIGNED: ' "w, �s R CE & S7 % 3 7 -1% 194 EXISTING CONTOURS • .. ...............................
PROPOSED FINISH CONTOURS .......................... 7oo0
OFESS EXISTING FINISH SURFACE ELEVATIONS ................ FSO
GEOCON INCORPORATED Q� LCN
6960 FLANDERS DRIVE
�0 Opt E. FINISH SURFACE ELEVATIONS 100.0
Q J 'yy F FS
SAN DIEGO. CA 92121 FN z FLOW LINE ELEVATION FL
(858) 558 -6900 100.0
d NO.RCE63773 �m TOP OF CURB ELEVATION
............................. 100.0
TC
.t * FINISH GRADE ELEVATION ............................ 100.0
d> CIVIL P FG
0
Cr C
ti ,t�0`�' TOP OF GRATE & FLOW LINE ELEVATION ................ 100.0 TG
A S
� .
WDID /NOI CERTIFICATE RCP STORM DRAIN ........... ......SDRSD..D -60, D -61 99.0 FL
(SIZE PER PLAN /PROFILE)
DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF HDPE STORM DRAIN W/ NYLOPLAST DRAIN BASIN (D=30").. '$
STATE WATER RESOURCES CONTROL BOARD (SWRCB) ORDER WASTE WATER (SIZE PER PLAN /PROFILE) SEE NOTES BELOW * **
DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF
ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID TYPE F CATCH BASIN ............... SDRSD..D- 7.......
PERMIT, A STORM WATER POLLUTION PREVENTION PLAN ( SWPPP) AND A
MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CUT SLOPE (2:1 MAXIMUM) ........................ y _ Y
CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES , AND A FILL SLOPE (2:1 MAXIMUM) ny.
COMPLETE AND ACCURATE NOTICE -OF- INTENT (NOI) SHALL BE FILED WITH THE " " " " " " " " " " " '
SWRCB. A COPY OF THIS PROJECT SWPPP SHALL BE FIELD WITH THE CITY OF TOP /BOTTOM OF SLOPE - - - - - - -
ENCINITAS; FURTHER, A COPY OF THE COMPLETED NOI FROM SWRCB SHOWING
THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF CROSS GUTTER ..................... SDRSD..G- 12......
ENCINITAS WHEN RECEIVED.
lE SMALL SSTC- LOW rROSIVZTV WAIVE2 BROW DITCH ....................... SDRSD.. D- 75...... C=
APPROVED r3Y SwAG/S aN 7- 21 -/v Aa/O X5 C -
WDID #1 31 W O OISS41 CUT AND FILL LINE .. ............................... �-- F
VRLfO f'O 10.17 -14. %SNAL SfTLr ' - � - -� -_
rka
tL 2 ATSOA/ MUST a Gcoo" /LETBC IO- 17- /VDAYLIGHT LINE .....................................
EARTHEN SWALE ...... ............................... .�...f...f....
SIGNED:
MR. DEMtSEY SfWYER DATE EXISTING FENCE ..... ............. .. ................ -X- X-
LF ENCINITAS PROPERTIES, LLC EXISTING TREE ...... ...............................
441 SAXONY ROAD EASEMENT LINE ..... ...............................
ENCINITAS, CA 92024
(760)70' -9897 FLOW DIRECTION ..... ............................... 1.00%
BIO -FENCE .......... ............................... o o'
SILT -FENCE ......... ............................... -X -X
RETAINING WALL ..... ............................... Q�
STATEMENT OF ENGINEER OF WORK PVC AREA DRAIN PIPE ...............................
4" UNLESS OTHERWISE NOTED)
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE
HUNSAKER
ENGINEER SHALL COMPLY WITH THE GENERALLY ACC nTED STANDARDS AND
ASSOCIATI
PRACTICES OF THE ENGINEER'S TRADE OR PROFESb�ON. THE ENGINEER
S A N D I E G O , I N C
FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE
9707 Waples Street
WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE
PUBLIC WORKS
ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY THE CITY
PH(858)558-4500• FX(858)558-1414
OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS
PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF
ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR
DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF
S H E ET IN D EX
RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON.
REVIEWED BY:
�••�
BY:
THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF
SHEET #1: NOTES, VICINITY MAP & LEGEND
ENCINITAS AND ITS OFFICERS, AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE
SHEET #2: NOTES & ROUGH GRADING PLAN
OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS OR
SHEETS 43: EROSION CONTROL PLAN
OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING
�
WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND
A��A
ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
DATE:
�
SIGNED: Y
�tn�y. " %l /G /14
REVISIONS
R.C.E. NO. 47945
EXP. DATE: 12/31/2015
HUNSAKER & ASSOCIATEU 3'sN DIEGO, INC.
9707 WAPLES STREET
SAN DIEGO, CA. 92121
(858) 558 -4500
\1238 \ &Eng \Rough Grading \1238- RG- 01.dwg []Jul -15- 2014:16:42
y Date)
SIGNATURE
AL 13A s. VIAL PAA100 P.E. No. 47945
Printed Name
My Registration Expires Discipline
STORMWATER TREATMENT STATUS: SA G+
PRIO/ZItV - F/MP
/AIORSTY -NM+P ST011r L *rtfR CETEII mw umm
TO SC AKASWASME& AY OWN&& Auld 'rEArANT
IA/ ALLOAXIANLC WITH STOrtALWA -r K fAEd•TnrEAtt
MArNf. A[.IL&grPAiwf COL. 10/4 - 0367 183 Oaa- '26 -rV
77 1 CITY OF ENCINITAS
By. / / --+a
GLI
Date:- F-/2'
COUNTY DEPT. ENVIR.
No. 47945
Exp. 12/31/15
HUNSAKER
ASSOCIATI
F
S A N D I E G O , I N C
S.D.W.D. NO: WXX -XXX
9707 Waples Street
ENGINEERING
PUBLIC WORKS
SURVEYING
PH(858)558-4500• FX(858)558-1414
ENCINITAS FIRE DEPARTMENT
PLANNING & BUILDING
PARKS & RECREATION
SAN DIEGUITO WATER DIST.
PERMITS:
REVIEWED BY:
�••�
BY:
3
D E:
REVIEWED BY:
BY: �- -
*�tiv :
DATE:
V u 2� I'1
L
L /
�
DR /CDP PERMIT NO.
TENTATIVE MAP N0.
A��A
BY: DATE:
DATE:
SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED
REVISIONS
Ap 'd
Pate
REVISIONS
A p'd
Pate
REFERENCES
CITY OF
CINITA BBENCH MARK
SCALE
Designed By
Drawn By
Checked
By
-
REVIEWS BY 50.4
ALTA ROUGH GRADING 10900 -G
BENCHMARK: 2S" CITY OF ENCINITAS BRASS DISC
STAMPED "ENC -31, LS. 7322" IN THE NORTHWEST
CO RN ER OF DRAI NAGE BOX ON NORTH SIDE OF
ENCINITAS BOULEVARD AND 700 FEET EAST OF
WESTLAKE STREET. NAVD 88 ELEV, 182.995'
J.C.N.
J.C.N.
A.S.V.
r
-
Horizontal
Plans Pr pared nder Supervision Of
Date �W/G 114-
ALISA S. VIALPANDO R.C.E. No. 47945
By:
NSA
Vert)cal
Date: Alb/
MA IH MAHER
t
N/A
\1238 \ &Eng \Rough Grading \1238- RG- 01.dwg []Jul -15- 2014:16:42
y Date)
SIGNATURE
AL 13A s. VIAL PAA100 P.E. No. 47945
Printed Name
My Registration Expires Discipline
STORMWATER TREATMENT STATUS: SA G+
PRIO/ZItV - F/MP
/AIORSTY -NM+P ST011r L *rtfR CETEII mw umm
TO SC AKASWASME& AY OWN&& Auld 'rEArANT
IA/ ALLOAXIANLC WITH STOrtALWA -r K fAEd•TnrEAtt
MArNf. A[.IL&grPAiwf COL. 10/4 - 0367 183 Oaa- '26 -rV
77 1 CITY OF ENCINITAS
By. / / --+a
GLI
Date:- F-/2'
COUNTY DEPT. ENVIR.
No. 47945
Exp. 12/31/15
PROPERTY: ENGIINEEERING SERVICES DEPARTMENT Drowinn No
ROUGH GRADING PLANS FOR: LEICHTAG
- 11981 -G
441 SAXONY ROAD L_
t
If
a.
0
0
I
ro
0
O
z
HUNSAKER
ASSOCIATI
F
S A N D I E G O , I N C
PLANNING
9707 Waples Street
ENGINEERING
5an Diego, Ca 92121
SURVEYING
PH(858)558-4500• FX(858)558-1414
PROPERTY: ENGIINEEERING SERVICES DEPARTMENT Drowinn No
ROUGH GRADING PLANS FOR: LEICHTAG
- 11981 -G
441 SAXONY ROAD L_
t
If
a.
0
0
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STORMWATER POLLUTION CONTROL BMP NOTES (PART A) STORMWATER POLLUTION CONTROL POST
RELATIVE TO CONSTRUCTION ACTIVITIES CONSTRUCTION BMP /IMP NOTES (CONT.)
CONCRETE WASHOUT 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TI
NTR ACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON — COMBUSTIBL
CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORM ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. TH
WATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BER
A SIGN DESIGNATING THE WASHOUT LOCATION. SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THA
ESCAPE FROM THE DUMPSTFR AND TO PREVENT ANY FLOW OF STORM WATE
CONSTRUCTION SITE ACCESS THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTE
BILIZED CONSTFUCTI7N SITE ACCESS SHALL BE PROVIDED FOR VEHICLES WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. TH
EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THA
INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AN
PANELS /PLATES. IS THEN FILTERED THROUGH A CITY — APPROVED HYDROCARBON FILTER AN
DISCHARGED INTO THE PUBLI C SANITARY SEWER SYSTEM, NOT T
CONSTRUCTION VEHICLES PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMI
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED MAY BE REQUIRED FOR THIS STRUCTURE.
FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE
EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF —SITE.
EROSION CONTROL
EROG-I N CO RTN OL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED
SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING
EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE
GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE
CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION
USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE
PROJECTS SHALL BE.,CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL
OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS
UNNECESSARILY; THEY HELP DECREASE EROSION.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION
IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION
SHALL BE PREVENTED BY PLANTING FAST — GROWING ANNUAL AND PERENNIAL
GRASSES TO SHIELD AND BIND THE SOIL.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND
GRADING ACTIVITIES ARC COMPLETE.
WATER USAGE FOR DUST CONTROL SHALL HE MINIMIZED..
ON —SITE CONSTRUCTION MATERIAL STORAGE
STORED MATERIALS SHALL HE CONTAINED IN A SECURE PLACE TO PREVENT
SEEPAGE AND SPILLAGE CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY
WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY
CONTAINMENT FOR ALL FUEL STORED ON —SITE.
ELIMINATE OR REDUCE POLLUTION OF STORM WATER FROM STOCKPILES KEPT
ON —SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT
CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM
CONCENTRATED STORM WATER FLOW AND STORM DRAIN INLETS. STOCKPILES
SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND
PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER
AT ALL TIMES.
TRAINING
79TRA TORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF
ENCINITAS SHALL BE TRAINED TO BE FAMILIAR- WITH THE CITY OF
ENCINITAS STORM WATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES
SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S)
AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORM WATER
REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
WASTE MANAGEMENT
NTR ACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE
AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE
PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE
CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORM WATER.
BERMS /DIKES SHALL BE PLACED AROUND DUMPS' ^ERS TO DIVERT THE NATURAL
STORM RUNOFF. DUMPS';:'RS SHALL HE CHECKED FREQUENTLY FOR LEAKS.
DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT
LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOTING OR
COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH
MATERIAL.
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER —BASED PAINTS
VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD AND CLEARED
VEGETATION CAN BE RECYCLED. NON — RECYCLABLE MATERIALS MUST BE TAKEN
TO AN APPROPRIATE'LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR
INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS
WASTE HOTLINE TOLL ;FREE AT (800) 7L4- 1195.'. FOR INFORMATION ON
LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 36 -4151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND
RECYCLING RECEPTACLES AROUND THE SITE.
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND, CHECKED FREQUENTLY
FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE
PORTABLE TOILETS AWAY FROM STORM DRAIN INLETS ON PERVIOUS SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER
AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL
THAT MAY HA'_„ TRAVELED AWAY FROM CONSTRUCTION SITE.
STORMWATER POLLUTION CONTROL POST
CONSTRUCTION BMP /IMP NOTES
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL
IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO
GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO
`uv STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. -
2. GRASS AND LANDSCr. -F AREAS DESIGNATED FOR STORM WATER POLLUTION
CONTROL SHALL NOT BL MODIFIED WITHOUT A PERMIT FROM THE CITY.
3. ALi, IMPERVIOUS AREAS WI'I'ZTN THE SITE SHALL DRAIN TO APPROVED
BMP /i'7P FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH
ADEQUATE GROUNDCOVER PRIOR "O DISCHARGE FROM THE SITE. ALL
IMPERVIOUS AREAS MUST SLOPE TOWS -.RD THE APPROVED BMP /IMP FACILITY
AND /OR THE TURF /LANDSCAPED AREAS.
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY
OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES
TO AN ADEQUATE IMP /BMP.
5. DRIVEWAYS SHALL HAVE A MINIMUM 20 CROSS SLOPE TOWARD THE IMP /BMP
AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED
TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP.
6. ALL STORM WATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE
MODIFIED OR ALi'_'_F.D WITHOUT A PERMIT FROM THE CITY.
''. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON
THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A
SEPARATE ENGINEERING PERMIT BE OBTAINED.
40 0 40 80 120
SCALE 1 "= 40'
No. 47945
Exp. 12/31/15
& r,vvj A'
SAN D 1 E GO, INC
PLANNING 9707 Waples Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH (858)558 -4500 FX(858)558-1414
rtwlalvrva
I A p
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I
Ap -a
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SCALE
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urawn is
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REVIEWED BY
CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT
Drawing No.
AS-e�i� -r `3
2�tZ �t
/
TA ROUGH GRADING 10900 —G
BENCHMARK :25 " CITY OF ENCINITAS BRASS DISC
STAMPED ENC -31, L.S. 7322" INTHF NORTHWEST
CORNER OF DRAINAGE BOX ON NORTH SIDE OF
ENCINITAS BOULEVARD AND 700 FEET EAST OF
WESTLAKE STREET. NAVD 88 ELEV. 182.995'
J.C.N.
J.C.N.
A.S.V.
Horizontal
By; By-
MASIH MAHER GLENN PRUIM
Date: t j1p It A Date: ���Z—/`r
ROUGH GRADING PLANS FOR: LEICHTAG PROPERTY
441 SAXONY ROAD
ENCINITAS, CA 92024
11981 -G
Plans epared Under Supervis�edp Of
�, Date -V '7 bl
ALISA S. VIALP NDO R.C.E. No. 47945
1 ° =40'
Vertical
N/A
SHEET 02 OF 3
I
Grading \1238— RG -02. dwg []Ju I -16- 2014:1
r.
r
■
'l
■
O
O
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I
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I
EROSION CONTROL
NOTE:
(SEE ALSO BEST MANAGEMENT PRACTICES NOTES)
IF PADS WILL REMAIN VACj1NT -FOR MORE THAN 3 WEEKS, OR AT
DISCRETION OF CITY ENGINEER, ENTIRETY OF ALL PADS SHALL
l.IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CHUCK ISBELL AT
BE HYDROSEEDED.
(760) 784 -1302, 24 HOURS A DAY.
San Diego, Ca 92121
2.EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
PH(858)558 ,500- FX(858)558.1414
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO
APRIL 15).ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON
OCTOBER 1. AT ,CONVENIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
y
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT
I
I
n I
THE APT'ROVAL OF THE ENGINEERING INSPECTOR.
kE
4.THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO
WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER
EACH RUN-OFF 'PRODUCING RAINFALL.
, —
S.TI,E CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
°
} 2i 5 !,�
J 381
MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN
TREES
..
INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH
r� I
MAY ARISE.
if Iti
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY
PRECAUTIONS TO PREVENT'PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED
if
WATERS CREATE A HA14ARDOUS CONDITION.
if
�I .,
7.ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING
If _ -1"! '- 215.3
X
� q
PLAN SHALL BE INCORPORATED HEREON.
8.GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM
`1 .1X1
JIIN, 2x3
THE FACF OI' SLOPE AT THE CONCLUSION OF EACH WORK DAY.
9.ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT
11'I
THE Ei4D OF EACH WORKING DAY WH_0 THE FIVE (5) DAY RAIN
I�' `"--"
PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %).SILT AND OTHER
_ EES � -
t
DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
-- --
! "
10. SHOULD GERMINATION OF HYDRO- SEEDED SLOPES FAIL TO PROVIDE
>T.
ALL
EFFECTIVF COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO
_
_ U
R
FA
NOVEMBER 15, THE SLOPES SHALT, BE STABILIZED WITH PUNCHED STRAW
�.�
G1
INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND
III'
-�
SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT
OF CONSERVATION`
HYDROSEED NOTES
1. HYDRO- SEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE
GRADED u:l (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY
� I
ARE:
i..�
i I
Z
A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS.
B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS
�`�✓-
SLOPE IS NOT SUBJECT TO- EROSION DUE TO THE EROSION
_j
RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY
_ - 2066
THE CITY ENGINEER.
2. IRRIGATION SHALL BE PROVIDED TO MAINTAIN THE MOISTURE
1
1 201.7
LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF
^.III
' �I
lXr-
�I
THE HYDRO- SEEDED GROWTH.r
V
272.2
I f
) • —,
3. HYDRO- SEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING:
2—_
A. SEED MIX SHALL CONSIST OF NO LESS THAN:
I
_ I
MIN. % PURITY/
LBS /ACRE BOTANICAL NAME GERMINATION
2 ARTEMISIA CALIFORNICA 05/06.
2 CASSIMONIA CHEIRANTHIFOLIA 90/80
4 ENCELIA CALIFORNIA - 40/60
0
4 ERIGONUM FASCICULATUM
j
3 ESCHSCHOLZIA CALIFORNICA 98/80
12 FESTUCA RUBRA 'MOLATE' 95/80
1 LAYIA PLATYGLOSSA 60/60
6 LOTUf SCOPARIUS 90/80
Es
�-
4 MELICA IMPERFECTA 80/60
1 `
3 MIMULIS AURIANTIACUS 02/60
_'
�I
(I
I{ -2084
PUNICEUS
II
3 PHACELIA CAMPANULARIA 98/75
rso
I
I
3 RHUS INTERGRIFOLIA
T E�
2 SALVIA MELLIFERA 70/50
I
= _-
�� i-- -- -
8 VULPIA MICROSTACHYS 90/80
__ ..
B. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOB-
SITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA
-_ -
I //
DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG
_
�-% 1
\
ATTACHED TO OR PRINTED ON SAID CONTAINERS.
_
i �r
h i� I I
I r a
/
C. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE
/1
11 ` r i /
HYDRO - SEED SLURRY AT THE DISCRETION OF THE
1 i t
CONTRACTOR.��
D. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN
2,000 LBS. PEjt ACRE. TYPE 6 MULCH (STRAW) MAY BE
'
SUBSTITUTEyD, ALL OR PART, FOR HYDRAULICALLY APPLIED
-
FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE
SUBDIVISION BOUNDARY...
ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO
LESS THAN 50% OF THE STRAW INTO THE SOIL.'
PROPERTY LINE..........
4. AREAS TO BE HYDRO- SEEDED SHALL BE PERPARED PRIOR TO
CURB ...................
HYDRO- SEEDING B°•
r
A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A
STORM DRAIN............
COMBINATION OF:
a. TRACK WALKING SLOPES :STEEPER THAN 6:1.
CURB INLET ............. rol
b. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM
"a" ABOVE.
CLEANOUT ...............
DIRECTION OF FLOW...... 2%
B. CONDITIONING THE SOIL SO THAT IT IS SUITABLE FOR
PLANTING BY:
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A
DAMP BbT NOT SATURATED SEED BED.
b. THE ADDITION OF SOIL AMMENDMENTS,PH ADJUSTMENTS,
LEACHING OR COVERING SALINE SOILS- TO PROVIDE
VIABLE CONDITIONS FOR GROWTH.
5. HYDRO- SEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A
VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY
LANDSCAPED OR, FOR AREAS WHERE HYDRO- SEEDING IS THE
PERMANENT LANDSCAPING,UNTIL THE PROJECT IS COMPLETED AND
ALL SECURITY RELEASED. -
8
AS-
1238 \ &Eng \Rough Grading \1238- RG- 03.dwg0JuI -31
u
EROSION CONTROL PLAN
SCALE: 1 "=60'
a
'4k
60 0 60 120 180
SCALE 1"= 60'
BENCHMARK: 2.5" CITY OF ENCINITAS'BRASS DISC
STAMPED "ENC -31, L.S. 7322" IN THE NORTHWEST
CORNER OF DRAINAGE BOX ON NORTH SIDE OF
ENCINITAS BOULEVARD AND 700 FEET FAST OF
WESTLAKE STREET. NAVD 88 ELEV. 182.995'
SCALE Designed
J.C.N.
1 1 " =40' I.
_ AS BUILT
" Date ahff!
SIGNATORE
AL /SA 8, Vlf1L"PmAIM P.E. No. 4" "45;
Printed Name
Registration Expires Discipline
J.C.N. I A.S.V.
Under SupervisiolI� Of g _
Date T3III
y.
R R F Nn 47945 Date:
I I I I I I I I
I
3
I UI o I UI ®� UI I Uj UI I UI I UI I
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C7I I I I��I" �� I Ill I Ill ill I Ill I II! d I
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I PIP, " PIP j 6" PIPE PIEI j 1-6" PE1 6"
1-8- PIPEI PIPE r6" PIPEi t
RErA A/lNG WA
(BY orHERs)
AGRATECH GUTTE
TRANS17iON ASSY. fig' P /PE
(TYP ,
12.75'
/NFCOWP /PE's %5
;6 "p /pE YjG "PIPE
G "PIPE
AGRATECH GUTTER
TRANSITION ASSY.
(Typ•) l�
10's , �--6" PIPE 6" PIPE `-6" PIPE
22' BETA /A! /Alg WALL.
RE7A /N /N6 W'41 L (a'Y o`ruEiiii
(sy or "e/ s) WAT E R TANK LAYOUT
Norr,r BELOW cmovmL7 r,4A/.NS' ARE A/OTAPART SCALE. 1 " =30'
or rHE R4/A/ cA72nHmrffVr sYSrEM• 7Aer
PROM /UL F/L TEREI7 WA7EM FOR r' 4& GRC`EAI-
/'LOUSE N>'0170i°ONIC R� /�'CULA7' /N!i s7:�TEM,
Date:
4 "PIPE V f. "PIPE
PIPE
PIPE
E2
5000 GAL.
WATER TANK (TYP.)
5000 GAI 110
WATER LANK (TYR)
No. 47945
Exp. 12/31/15
CI'T'Y OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No.
ROUGH GRADING PLANS FOR: LEICHTAG PROPER 11981 -G
M 441 SAXONY ROAD
ENCINITAS, CA 92024 SHEET 03 OF
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HUNSAKER
& ASSOCIATI
S A N D I E D O, I N C
PLANNING
9707 Waples Street
ENGINEERING
San Diego, Ca 92121
SURVEYING
PH(858)558 ,500- FX(858)558.1414
CI'T'Y OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No.
ROUGH GRADING PLANS FOR: LEICHTAG PROPER 11981 -G
M 441 SAXONY ROAD
ENCINITAS, CA 92024 SHEET 03 OF
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