2012-11349 SG (Plans) RIGHT OF RAY NOTE: 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE STORMWATER POLLUTION CONTROL BMP NOTES
(PART A) RELATIVE TO CONSTRUCTION ACTIVITIES PELLEGRINO AND RACHEL FICARA o
SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND 560 N. COAST HWY 101, STE 1 °a
6
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE CONCRETE WASHOUT
ENCINITAS, CA 92024
DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES,
PHONE: (760) 408-0884 LONE JACK ROAD L
WAY. FAILURE TO DO SO WILL RESULT AN ISSUANCE OF A STOP WORK NOTICE ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES CONTRACTOR
SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBITLITY OF THE OWNER TO WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE WASHOUT
AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, SITE ADDRESS: STRATFORD
z z
KNOW WHERE HIS/HER PROPERTY LINE IS. TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING STUCCO, PLASTER AND THE LIKE
INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. N KNOLL
ORDINANCE. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.NOTE:NAGE 840
STPATrORD KNOLL COLE 9
DRAI ENCINITAS, CA 92024 z
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE CONSTRUCTION SITE ACCESS z
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO
APN: 264-173-04
LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MIN. OF 5 FEET AT AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NET AND FINISHED A
STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT SITE
2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL TRACKING
DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND/OR CORRUGATED STEEL LEGAL DESCRH�TION•
SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE PANELS/PLATES.
NOTE: DISPOSAL OF ANY SUCH MATERIAL.
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. B. NOTIFIC LOT 4 OF MAP #12684 ATIONS CONST
RUCTION VEHICLES VICINITY MAP Q
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED
FOR CONSTRUCTION VEHICLES NO SCALE
WORK TO BE DONE SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT
MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE THOM. BROS. PG. 1148 A-6 J
A. GENERAL BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON OFF-SITE. 11
t
THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY OWNER / PERMITTEE STATEMENT lam'
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT EROSION CONTROL
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE
CHANGES TO THESE PLANS.
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN THE WORK SITE. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR EROSION CONTROL MUST BE PROVIDED
FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL
TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT
SURFACES SUCH AS EROSION CONTROL MATS, ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES REVISIONS THEREFROM COMMENCEMENT OF WORK: ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO O ANY REQUEST FOR A. SEWERS - CSD - (760)-633-2770 DIRECTOR OF
PUBLIC WORKS DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER
INSPECTION. COMPLETION OF THE IMPROVEMENTS.
B. GAS & ELECTRIC - SDGE - (760)-438-6200 NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING
4. THE SOILS REPORT TITLED (N.A.) C. WATER - OLIVENHAIN MUN. WATER DISTRICT-1-760-753-6466 WET WEATHER. I FURTHER AGREE
TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS WITHIN
PROPERTY PREPARED BY (N.A.) D. TELEPHONE - AT&T - (760)-489-3411 DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION
SITE. CONTRACTOR EXISTING PUBLIC RIGHT-OF-WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT
DATED (N.A.) E. CABLE N - COX COMMUNICATIONS-(760)-806-9809 X-2233 SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY
EROSION CONTROL MEASURES. AND TO THE PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED,
PROJECT# (N.A.) SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER
WORK ASSOCIATED WITH THIS PROJECT OR
ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS 2• CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO REMOVE
EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN UNDER MY CONTROL.
AND SPECIFICATIONS CONTAINED IN SAID REPORT. BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)-633-2770. PHASES TO AVOID UNNECESSARY REMOVAL
OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS
UNNECESSARILY; THEY HELP DECREASE EROSION.
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE:
BY. 1 DATE: / Z
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN (760)- 633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE TEMPORARY
VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED ELLEGRINO APICARA
STREET RIGHT-OF-WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL SUBJECT TO REJECTION AND FOR EROSION CONTROL PURPOSES. EROSION SHALL
BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND J
BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. REMOVAL. PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. BY:
v`' DATE: fj�4111 Z
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE D. EROSION CONTROL (SEE ALSO BEST MANAGEMENT PRACTICES NOTES SEE SHEET 3) PLANT PERMANENT
VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. RACHEL FICARA
GRADING,
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT PINO FICARA AT WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. SOILS ENGINEER'S
CERTIFICATE
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO (760) 408-0884, 24 HOURS.
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING ON-SITE CONSTRUCTION MATERIAL STORAGE I, A REGISTERED
CIVIL ENGINEER IN THE STATE OF CALIFORNIA,
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A
EXISTING PRIOR TO GRADING. TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS STORED MATERIALS SHALL BE CONTAINED
IN A SECURE PLACE TO PREVENT SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR
SHALL BE STOCKPILED ON SITE ON OCTOBER 1. AT CONVENIENT LOCATIONS TO SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS UNDER
MY DIRECTION ON 7-17-06 AND FOR AN UPDATE ON . ONE COMPLETE COPY OF
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. WHERE THEY
WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON-SITE. THE
OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE CERTIFY
THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN
SURVEYOR. APPROVAL OF THE ENGINEERING INSPECTOR. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE. STOCKPILES
MAY INCLUDE INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING SOIL, PARING
MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM SIGNED: (N.A.)
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING CONCENTRATED
TORMWATER STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS ADD RAINFALL. PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH
A TEMPORARY SECUMENT BARRIER AROUND THE RCE NO.:
REGULATIONS.
PERIMETER AT ALL TIMES.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY TRAIIdING EXP. DATE:
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. PROJECT NO.: (N.A.)
HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS
SHALL BE TRAINED TO BE
RECOGNIZED HOLIDAYS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS FAMILIAR WITH THE CITY JF ENCINITAS STORMWATER
POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL NOTE: SOILS ENGINEER TO BE
TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNERS) AND
THE PRIME CONTRACTOR MUST RETAINED TO CHECK BOTTOM OF
9. NO GRADING OPERATIONS SHALL COMMENCE UN 71L A PREGRADING MEETING HAZARDOUS CONDITION. INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS
AND THEIR OWN RESPONSIBILITIES. WALL EXCAVATION AND TO TEST
HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY GRAVITY WALL B CKFILL
INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND 7. ALL EkOSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN WASTE MANAGEMENT
PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT SHALL BE INCORPORATED HEREON. STATEMENT OF FNGINEER
OF WORK
LEAST 419 HOURS IN ADVANCE B," CALLING '760) 633-2770. CONTRACTOR. SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED
CONSTRUCTION
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND,
WHERE WATER CAN CARRY THEM INTO THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CF SLOPE AT THE CONCLUSION OF EACH WORK DAY. TIE CONVEYANCE SYSTEM IS STRICTLY
PROHIBITED. WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S i RADE OR
CONSTRJCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO PROFESSION. THE ENGINEER FURTHER AGREES THAT THE
WORK PERFORMED HEREIN SHALL BE IN
AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF NO SEEPAGE
FROM DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BEANS/DIKES SHALL BE PLACED AROUND ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS,
TO THE EXTENT
ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND EACH WORKING DAY WHEN THE FIVE (5) DPY RAIN PROBABILITY FORECAST EYCEEDS DUMPSTERS TO DIVERT
THE NATURAL STORM RUNOFF. DUMPSITE'S SHALL BE CHECKED FREQUENTLY FOR LEAKS. THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THL ENGINEER AGREES THAT ANY PLANCHECK
OR
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH DUMPSTER LIDS
SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY
FOR THE PLANS
HAULING OPERATION. RAINFALL. STRUCTURES WITh IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY
PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL
11. UPON FINAL COMPLETION OF THE WORK UNDER THE G:2AIDING PERMIT BUT OLIVENHAIN MUNICIPAT, WATER DISTRICT NOTES- TRASH MATERIAL. SUFFICIENCY
OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS CR DESIGN OF IMPROVEMENTS BASED THEREON. THE
PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY AND MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS,
VEHICLE FLUIDS, BROKEN ASPHALT ENGINEER AGREES TO INDEMNITY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS,
AS GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER 1. REVIEW OF THIS PLAN BY OLIVENHAIN MUN. WATER DISTRICT DOES NOT CONSTITUTE A
AND CONCRETE_, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN r.GENTS. AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY
ARISING SOLELY FROM THE
PERMIT MO. HAS BEEN PERFORMED IN SUDSTANTIAL CONFORIJANCE WITH REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF OR THE EXISTENCE OR TO AN APPROPRIATE
LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEFR AND HIS/HER AGENTS OR EMPLOYEES
NON-EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS
THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS-GRADED HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800)
714-1195. FOR INFORMATION ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE
PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THIS PROJECT. ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760)
436-4151. WORK PERFORMED BY THE ENGINEER.
OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. m
2. ALL EXISTING FACILITIES WHICH MAY AFFECT THE FINAL DESIGN I.E. UtdE POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS
AND RECYCLING RECEPTACLES AROUND Cn
CROSSINGS LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. �? p
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER THE
SITE. BY: - DATE: ��Z�/ �l�- O
ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS ----'
- ----- ----- --
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIE SEWER
WATER PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL ROBERT 0.
SUKUP O
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN
INLETS ON PERVIOUS
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON
DISTRICT. SURFACES. THE SEA BRIGHT COMPANY
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATION`; / ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET ROBERT
0. SUKUP �e
3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO r .-.
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS , GUTTER, AND STORMDRAIN. CONTRACTOR MUST 4322
SEA BRIGHT PLACE � p
OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ROUTINELY CHECK
AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE CARLSBAD, CA 92008 $ cD
INTENDED USE. (FOR WALL BACKFILL ONLY) ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES b.UST TELEPHONE
NO. (760) 720-0098
MEET CURRENT OLIVENHAIN MUN. WATER DISTRICT STANDARDS IF FACILITIES DO NOT MEET FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES
AND REQUIREMENTS PLEASE CONTACT RCE NO.: 28302 r
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO STANDARDS THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S THE ENGINEERING
DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770. EXP. DATE: 03-31-14 pVh >-
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL EXPENSE. Z
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR ENVIRONMENTAL DATA EWPERVIOUS AREA: Q
FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT 4. UTILITIES TO MAINTAIN MINIMUM 5-FEET SEPARATION WHEN PARALLELING WATER 1) STEEPEST
EXISTING NATURAL SLOPE ON-SITE = 2.1
EROSION OF FRESHLY Y GRADED AREAS UNTIL SUCH TIME AS PERMANENT SERVICES. 2) MAXIMUM VERTICAL DEPTH OF CUT = 0.7 IMPERVIOUS
AREA PRIOR TO CONSTRUCTION: 9600 SQ FT O
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 3) MAXIMUM VERTICAL DEPTH OF FILL = 5.5' IMPERVIOUS AREA
AFTER CONSTRUCTION: 9600 SQ FT U
5. MINIMUN HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS 4) AVERAGE DEPTH OF CUT = (N.A.) INCREASE IN
IMPERVIOUS AREA: O SQ FT BMP Project Status:
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL AND SAN DIEGUITO GAS AND ELECTRIC VAULTS. 5) AVERAGE DEPTH OF FILL = 49.7 C.Y./1,047
S.F. x 27 = 1.28 FT F_
SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL STANDARD PROJECT
VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE 6. ALL WATER SERVICE TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER EARTHWORK:
CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF PARCEL THEY ARE SERVING. CUT = 0 C.Y.
FILL 49.7 C.Y. BMP TYPE: LEVEL LANDSCAPE Of
LOOSE FILL AND ALLUVIAL SOILS SHALL 9E REMOVED TO SUITAELE FIRM IMPORT = 49.7 C.Y. MAINTENANCE RESPONSIBILITY: m
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF REMEDIAL = 0 C.Y.
12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL PINO FICARA (OWNER)
BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE. SPREAD, WATER AND Li
COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. V)
PUBLIC WORKS PARKS & RECREATION OLIVENHAIN M.W.D. ENCINITAS FIRE PROTECTION DIST. PLANNING DEPARTMENT PERMITS W
DR/GDP PERMIT NO. (N.A.) F-
a SPECIAL USE PERMIT NO. (N.A.)
b� �'� Ip �� �
W
�l'Z"`f �°•- -� g� �� TENTATNE MAP. N0. (N.A.) �
DATE: DATE: SIG ATUR EXPI S 2 YEARS FROM DATE SIGNED E; BY: - DATE: Z
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT" APPROVALS CITY OF ENCINITAS ENGINEERING
SERVICES DEPARTMENT DRAWING N0. v)
GUILT AS 2 DESCRIPTION: 2.5" DISK PLANS PREPARED UNDER SUPERVISION OF REVIEWE/� BY 0W, GRADING PLAN FOR:
LOCATION: N.E. CORNER OF VAULT 0 S.W.
QUADRANT OF LONE JACK ROAD & HORIZONTAL N/A DATE 07/15/12 BY: ✓ " / BY: 840 STRATFORD KNOLL
11349'SG L`J
DOUBLE LL RANCH ROAD IN SAN MARCOS / R.C.E. NO.: 28302 MASH MAHER GR SHIELDS APN 264- 173-04
Z
RECORD FROM: CITY PLAN #0045-D.I. VERTICAL N/A ENGINEER RCE 42519 DEPUTY CITY ENGINEER
ELEVATION: 200.976 DATUM: NGVD29 ROBERT 0. SUKUP EXP. 03/31/14 DATE; Q/ 5 L 12Z pq 9-L 17 PLa"VNING CASE N0:
(NA.) SHEET 1 OF S W
3179\GPLAN_07-15-12
DRAINA�� p1SCNARG�
ROck PIT
J KMjONIE COUNTRY MANOR:
PR�IJIDE .Ii WIDE General Notes/Disclaimers/Limitations
` (} A NG PA us 3 A pN Gq' I 1. Site preparation,footing preparation,installation of the base course,Keystone
concrete modules,interlocking Pins Seognd
• 1 i backfill;and caps should corl to the"Installation Guidelines,"Specification Guidelines"and other recommendations
h� + prepared by Keystone Retaining Wall Systems,Inc.
+ � k
\ \'' Z Soil materials used to support the Keystone Wall shall be film natural soil(per nnost recent
adopted version of CBC)or fill
APiY l� N j o L'I t. 2C}tl I tJ% (� t Ke soil compacted to a minimum of 92 percent of the maximum dry density,as
defined by latest ASTM C 1557 Test Metbod.
264'`� - \ \- - _ 1 soil, it or alluvium- Failure to meet this specification y result substandard
Walls should not be founded in loose fill topsoil 's ec' ma r It in
rGIiA' El- \.� � Q� � � -
'., wall performance and/or wall failure.
fit, 1 Z, a � �, 2
Ll1 LETAILI 0 T 7 i t5 4 3. Keystone Walls are to be placed on a 6-inch thick(minimum)crushed stone leveling
pad-
113 1` �,/ ` G`� �'�l!t( _(1� I u 20 "1 ! 4. '/.inch crushed gravel is to be used to fill the
void space within the Keystone block unit(unit core fill)extending to a
a p� `S v1
SirT UlA �, ri1,zjG y tJ C7Q minimum durance or 24 inches from the wall face.
•U O 5. eomgacte. o a minimum of 92 pence
Ti r Soil materials used to backfill the Keystone Wall shall be d t percent of the soil
maximum dry .
GENElRAL N01B 5 _,, T 3 �� L. � density as defined by the most current ASTM C1557 standard.
1. ALL 'G ALL5 TO 155 'liA PpA 1N P00 S ___ �__-__..__ __-
v f�G, (E) 6. Retained soil zone material used to backfilt the Keystone Wall,shall extend to the end
of the geogrid horizontally behind the ^ `
CAUNTRy MANOR ! `fir' 'D 3 1'}R�A O ---- face of wall and shall be CBC Soil Type 4(gravel,sand,silty
sands or cl^yey sand.) Expansive silt or clay soil shall not be �}J
o ,
POOL, fxcl used s zone. gn used m the Design Tables is gr 2XT. No other G gn shall be used.
�p '� DR AI StOn in this Geo d Desi T Mira id eo 'd
to :P f+OY(�� FRrr tVt A iV'r) � LAND SGA�E / ` =" '' 7. The designs provided herein do not
include surcharge loads for heavy vehicles,house final equipment,pools,spas,
BE`�N'i IJ a
ALL WAI,I,S A 5 O Ow^ APXA CT-0) qs� � � lee V slopes or other walls-If wall is to be subject to surcharge loading
above 100 psf(parking lot)this chart should not be used.
6 R0) f Q i These charts are not intended to be used with terraced walls or any other condition
described above.
3•'CON N C R' NE UJ L�FdDx qP 1 p C ') 0"$�o-Z 5t �� 8. Proper detailing of drainage atop the Keystone
Wall is imperative,and will play a critical role on the walls performance. The
10 i soil grades atop the wall should c-covey waterto adequately detailed drainage outlet. Cinder no
circumstances should water
ARftfNS i✓XtsT. DRAIN o 0 `T t { � = '�`1 �2 STRAfit~ORq. KNOLL
Sy r R•1 L�` E (���� j ' , S IN(�� � + be allowed around a wall spill over the
wall face.
LH`` wed to pond atop o the or s d
bET1<IZM I Ne f�}�Ei yOSCAi' z UEIa t X15 C s 4. A wall back drain(3"perforated pips)is to be installed
behind the wall,draining to a suitable outlet away from the wall. The
DRA) err se intent of the pipe is to drain subsurface water away from the back of the wall. Surface drain lines
should not be connected to
REAM CMMWM YOUR 10MLISIM1010�r i7 i T`y P _ ppgg 045J� A Z the wall
back drain pipe.
q. T01�o°t-INes �80?4 s1�T's .,at � � � ' t _ � �'_
1_
3t j C)r- ��5- Q.T .L N r 0 � n/�J 10. Total wall specified the h elude deep be to
grad-.
� height,as spe¢ifi design charts,includes a G' ee embedment below
(VI'Al (£ IMP, FLAIll IA' 'Q,•� 4t p r i�j 11. Where walls are built atop desom&ug slopes,the
wall shall maintain a minimum T horizontal distance from outside bottom
1 51l�IRS 7. I<i�t� edge of the lowest block to daylight in the slope face Where walls do not meet these
criteria,the wall shall be deepened,
J5. 1A)STALL STRAUJ WATTLE
WaL 40�'
possbly requiring a site specific engineered design.
ALObC EAsT 510E Of W.Z.�6K E�1� cI X151 3.i
l� 12. Surface flatwork improvements constructed atop the.Keystone Wall may be subject to minor amounts of
movement
7 g�bE T�� E'� 6p ��� `~ associated with normaLwall performance. Proposed flatwork improvements,or other
non-surcLarging improvements,shall
9O a 6 1 (7 1 �1 a� UqMN"E be designed and detailed to accommodate the minimum expected soil movement
identified herein-
V Opt The recommendations presented in this masaal are based on the assumption that site preparation,font
ag preparation,installation
RpI�� ^�ib ti,` ?AMP-`, f A i � r+ �+ l Cill1 l4E of the base course,Keystone concrete modules,interlocking
pins,geogrid,backfill and caps are in conformance with the
WALL Q 0 ANTITY t4 7 Qt��K�tt6f t O�I recommendations of the manufacturer/supplier and recommendations contained
herein. The design tables presented are based on
%Ga assumed soil parameters;actual soil conditions may vary. If conditions vary from those assumed,a site
specific en
jiLOCK UJA Lt '- $$2 S• t DVWy N$Z° r , engineered designed
wall re required.
\'� . 0t ;t�1s 951-6-n s 760 7�iasa 951
p 1 R T l M Po R`C = '��•-1 e•y, �Qy�eNM� By accepting the designs in this manual,the Client agrees to indemnify
Keystone Retaining Wall Systems and RCP and hold harmless
140 �K `. �� Paul Frankenberger,Tencate lvfirafr,Keystone Retaining Wall Systems Inc.and RCP from and against
all liability. This manual has
1KAI L- T!J RWA I E� OVEN AN 0, IMTO prepared in ed accordance with y engineering practice, hich exists it the
area at the time of analysis. No other
�' p ,Z6A - t -( ?j DESIGNED tCLUS11fELY FOR USEWITHKEYSTONE UNITS MFG_BY BLOCK&BRICK,INC.AND MiRAGRID 2XT
warranty sexpress or implied
"f 1 be co generally accepted en ' rin w ' - '
t►5A'6VE AT Ai.l. TIMES. AUQV)C n� 0oe 1 �/� A
TRW, N01 Ta %Z- Uc:"er) AS ° v( 6 IUs'�At>t Fill AR-D DESIGNED EXCLUSIVELY FOR USE WITH KEYSTONE UNITS MFG.
BY RCP BLOCK&BRICK,INC.AND MIRAGRID 2XT
CAW,5'TPQCC '10N LAY 045%)14 RNWEA � "19 15 � STttAW WA 1
- -- pc15T I N G 3 1 �Ep11 t¢� L81UG 14 LA D S C APE WALL s
liS Al L O c 1
�. �� ` ]Tsttrttefex 8xssltsne< -
- Design `,Cable 1
- Cas 1 Level Backfill, No Surcharge - CBC Soil Type
4* of betty r hi = 300 Reference CBC Table 1804.2
LIMIT B� *CBC Soil Type 4 includes Sand, Silty Sand,Clayey Sand,Silty Gravel and Clayey Gravel.
LIMIT or-
AMA
3 AQFJtt: I T®1.-9 B>~N1yD 3 1
kra►fcfl \ csi. ut 'FRQtUI FeltC� N SURCHARGE:
gAAiu F+ruc6
` - PROvtpE P�slst�l :
�TPtAIL . WALL 1'°4a _ 1 � Rc' T. WAt L
_ O - _ _ _.___.___ . __ .__ _. _f_11 NINA F 1dGE� _ .IE .�RA&_ pRA1NaCn1✓ AT sU���
- _ �(� _ _ H NO PG1,10ING > Kcs WXTEE�
AirINF4Rcl:.r
To�t OLU X12 -M� Or- WALL-,
SEcTI1W A-1 s�TION B-T3 Ib, � SoILzANi✓ I PRO�lII �lrili3.
(u+ZU Iii V l u= �' i 10 V E147MRrs I" J�DRAiN PIPE !N C•IR1L 00
j(' l �cKP1t-L
00
�n�41N.cRU5E0 O
O
12AGK LEVELING PAD I
O
t1JAL(... �GC.•�-t0 NS
Country Manor (Three Piece Pinned System) -All Batters
Total Number of Grid lengths and Geogrid Position above the base, O
Wall Layers between the blocks of the wall face.
cu
Height t�Tiragrid 2XT (Grid Length is measured from the Front Face of the unit to the back.of the geol
(E0 Grid 1 Grid 2 Grid 3 Grid 4 Grid 5 �-
z
2' 0 None None None None None Q
2.5' 1 (4')3'"&4°i None None None None
3' 2 (4') 11&2°d (4')4'h&5th None None None O
U
E lg O S I u C omT (t.�L 3.5' 2 (4')2°"&3'" (4')Th&6th None None None
RT 0.
I. MINI M15� 00S-T BY WA�121NG or- SOIL, AS NECL55AR.y. 4' 2 (4')31d&4t" (4')6ffi&?h None None None Q
4 C07
2. Keep 5TI ls✓T GLSAN AT ALL 1IMS5t
m W
2. INSTALL 5T R.AuJ W A Y T t.s A S.pIJ 6 EA 5'1' SIDE OF B.X1.S"rl N G 4.5' 3 (4') 1"&2°a (4')4'"&5`h (4') 7`"& 8'"
None None �
3 8'h.& " =3)37 ENGINEER OF WORK: m
UI.1• FEN ll THAT is At oi`l G TNG W� s T E-mLY 51 o F- Ol` 5' (4' 2 & 3 (4 )5 & 6 (4') 9 None None Q
T tie clo sT RUG'}'I ON, AR-r--A . 5.5' 4 (4')2ffi&3" (4')4"&S" (4')6"& 7" (4.5'}9 h& 10" None `F
W
THE SEA BRIGHT CO.
6' 4 (4') is`&2°' (4'}4"& 5 h (4') 7d & 8"' (5'} 10 h& 1l " None 4322 SEA BRIGHT PLACE
W
CARLSBAD, CA 92008
"Total wall Height includes 6"minimum embedment below grade (760) 720-0098
DESIGNED EXCLUSIVELY FOR USE WITH KEYSTONE UNITS MFG BY RCP BLOCK&BRICK, INC.AND MIRAGRID 2XT �q
BY: ELI=
ROBERT 0. SUKUP, RCE 8302 DATE Z
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS ENGINEERING
SERVICES DEPARTMENT DRAWING NO. to
IL *2411111 MI-Nt s ¢ 13 DESCRIPTION: 2.5" DISK PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY GRADING PLAN FOR:
LOCATION: N.E. CORNER OF VAULT 0 S.W.
QUADRANT OF LONE JACK ROAD do HORIZONTAL 1"=20' DATE : Q7I15/12 BY: BY: W
840 STRATFORD KNOLL 11349-SG w
DOUBLE LL RANCH ROAD IN SAN MARCO5 MASIH ER GR HIELDS Z
R.C.E. No.: 28302 APN 264- 173-04 0
RECORD FROM: ,:ffY PLAN #0045-D.I. VERTICAL 1°=20' ENGINEER RCE 42519 DEPU CITY ENGINEER
ELEVATION: 200.976 DATUM: NGVD29 ROBERT 0. SUKUP EXP. 31 14 DATE: -ILL/ 12- DATE: '(f`/Z PLANNING CASE NO:
(Ill SHEET 2 OF 3 W
3179\GPLAN-06-29-12
HYDRO-SEED
1 HYDRO—SEEDING(HON'ZONTAL TO SHALL
VERTICA) OR STEEPER WHEN THEY ARE: GRADED A SILT
SILTE
6 1 FENCE IS A TEMPORARY SEDIMENT BARRIEP. CONSISTING OF FILTER FABRIC STRETCHED SLOPE STABILIZATION
ACROSS AND ATTACHED TO SUPPORTING POSTS, ENTRENCHED, AND, DEPENDING UPON THE
A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. STRENGTH OF THE FABRICATED, SUPPORTED WITH WIRE FENCE. SILT FENCES MAY BE USED
FOR PERIMETER CONTROL, PLACED UPSTREAM OF THE POINT(S) OF THE DISCHARGE OF USE EITHER ONE OF THE CHOICES BELOW
B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT SHEET FLOW FROM A SITE. THEY MAY ALSO BE USED AS INTERIOR CONTROLS BELOW
OR
SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF DISTURBED AREAS WHERE RUNOFF MAY OCCUR IN THE FORM OF SHEET AND RILL EROSION,
THE MATERIAL AS APPROVED BY THE CITY ENGINEER. AND PERPENDICULAR TO MINOR SWALES OR DITCH LINES THAT DRAIN UP TO ONE ACRE.
--
SILT FENCES ARE GENERALLY INEFFECTIVE IN LOCATIONS WHERE THE FLOW IS CONCENTRATED SHOW BOTH OPTIONS & LET CONTRACTOR
CHOOSE >�
2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE AND ARE ONLY APPLICABLE FOR SHEET OR OVERLAND FLOWS. MERGE INTO ADJACENT
OPTIMUM LEVEL FOR THE GROWTH OF THE HYDRO—SEEDED GROWTH. SLOPE OR RISING GROUND
3. HYDRO—SEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: EXTRA STRENGTH FILTER FABRIC G E❑TEXTILE MAT
J
A. SEED MIX SHALL CONSIST of NO LESS THAN: NEEDED WITHOUT WIRE MESH SUPPORT W W W W v
V
a. 20 LBS. PER ACRE OF ROSE CLOVER. MATS/BLANKETS SHMXD
b. 20 LBS, PER ACRE OF ZORRO FESCUE. 3' MAX. �S� vQ+T1cALLY
W Y Y W
c. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNICA.
d. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA. STEEL OR 2' MIN.
e. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW). WOOD POST THREE LAYERS OF GRAVEL BAGS °
f. 1/2 LB. PER ACRE OF DIMORPHOLECA. .. , .,M,.,:.s WITH ENDS OVERLAPPED _ 140 0 0
g. ITEMS C. D, E, AND F OF THIS SUBSECTION MAY BE OMITTED ON x� o 0
LOCATIONS WHERE THE AREA BEING HYDRO—SEEDED IS NOT VISIBLE FROM ATTACH FILTER FABRIC '�`. : • ,r."''Y o ° o
SECURELY TO UPSTREAM "�' '='� ` '
ETHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. 't;'; ;;.' ° °
SIDE OF POST �• ':•• �•�:•� � ' � ''' •
p p �.�...r•• - °
h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN dpo 0
FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING *'y '*;"~ '• ' 4 0 � �'/
BEFORE HYDRO—SEEDING.
i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOB-SITE IN + :;'c' .•: ;F ° o
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND ,. ,• _•.• .:,. •,::•: ., .: ...
AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID
CONTAINER. '? " :'.:� ' ' ' ` GRADE INTERVAL ° ° °
i:•r•s
N LESS THAN 2% AS REQUIRED�200 MAX. ° o s as°""'
j. ON-PHYEEDTOXIC WETTING AGENTS MAY BE ADDED TO THE ° o L• W a00MR)
HYDRO—SEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. .• i ': , 'ATM>rj•=.:. 2% TO 4%
• :'• ` ' ' 10' (3m MAXIMUM SPACING WITH 4% TO 10% 100 FEET ° ° ° ° ve•
B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS. W�REE SU�PORT FENCE OVER 10% 25 FEET — _ T---•I
�COni'
PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, 6 ('I .8m) MAXIMUM SPACING WITHOUT STAPLES
EE NOTE:
FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT WIR SUPPORT FENCE PLACE GRAVEL BAGS PER INTERVAL SHOWN' ABOVE
MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO AS INDICATED ON PLAN
LESS THAN MODF THE STRAW INTO THE SOIL
C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, GRAVEL BAG CHECK DAM OR
WITH 15% SULFUR APPLIED AT THE RATE OF 500 LBS. PER ACRE. NOT TO SCALE
4. BONDED FIBER MATRIX (BFM)
HYDRO—SEEDING BY: STABILIZATION OF VEHICLE TRAFFIC AREAS. ALL AREAS OF SIGNIFICANT VEHICLE TRAFFIC (SITE THE USE OF BFM
IS SUBJECT TO THE FOLLOWING LIMITATIONS AND RESTRICTIONS
ENTRANCES, ACCESS ROADS, PARKING LOTS, ETC.) SHOULD BE STABILIZED IMMEDIATELY AFTER
A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A GRADING TO PREVENT EROSION CONTROL DUST. SITE ENTRANCES AND EXISTS ARE ESPECIALLY APPLICATION
RATES SHALL BE 3500 POUNDS PER ACRE MINIMUM FOR 2:1 OR SHALLOWER
COMBINATION OF: IMPORTANT. USE GRAVEL APPROACHES TO LIMIT TRACKING OF SEDIMENT OFFSITE. SLOPES AND 4000 POUNDS PER ACRE
FOR SLOPES STEEPER THAN 2:1.
a. TRACK WALKING SLOPES STEEPER THAN 6:1.
b. RIPPING AREAS THAT -WILL NOT BREAK UP USING ITEM pa' ABOVE. BFM SHALL BE APPLIED AT LEAST 24 HOURS BEFORE
OR AFTER RAINFALL.
B. CONDITIONING THE SOIL SO IT IS SUITABLE FOR PLANTING BY: SPILLWAY THE SITE MUST BE PROTECTED WITH BROW DITCHES
ANC/OR DIVERSION BERMS AT THE TOP
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT OF SLOPES TO DIVERT FLOW FROM THE FACE OF THE
SLOPE.
NOT SATURATED SEED BED.
b. THE ADDITION OD SOIL -AMENDMENTS, PH ADJUSTMENT, LEACHING OR BFM SHALL BE APPLIED TO PROVIDE 100% COVERAGE
(i.e. APPLICATION FROM MULTIPLE
COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. ANGLES).
5. HYDRO—SEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS FOR PERMANENT EROSION CONTROL PURPOSES, BFM MUST
BE INSTALLED IN CONJUNCTION
GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR SUPP Y WATER TO WASH WITH SEEDED EROSION CONTROL VEGETATION.
AREAS WHERE HYDRO—SEEDING IS THE PERMANENT LANDSCAPING, UNTIL WHEE S IF NECESSARY USE GRAVEL BAGS, ST'PAW BALES A LETTER FROM
THE HYDROSEED CONTRACTOR CERTIFYING THAT THE aFA HAS BEEN INSTALLED
THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. OR OTHER APPROVED METHODS
TO CHANNELIZE RUNOFF TO IN ACCORDANCE WITH THE APPROVED APPLICATION RATES AND COVERAGE REQUIREMENTS
BASIN AS REQUIRED SHALL BE SUBMITTED TO THE COUNTY INSPECTOR FOR APPROVAL
STABILIZED FIBER MATRIX (SFM)
THE USE OF SFM IS SUBJECT TO THE FOU_OWING LIMITATIONS AND RESTRICTIONS
>_ o SFM MAY BE USED FOR TEMPORARY EROSION CONTROL FOR DISTURBED AREAS WITH A SLOPE
3 RATIO OF 1 VERTICAL TO 2 HORIZONTAL OR SHALLOWER, INCLUDING PAD AND SEPTIC FIELDS.
0
2"-3" 50-75mm 2' MjN.
1i ( COURS� AGGREGATE ) THE SFM SHALL BE APPLIED AT LEAST 24 HOURS BEFORE OR AFTER RAINFALL AND SHALL
BE
\ MIN. 6 (150mm) THICK 3.6m APPLIED TO FROVIDE 100% COVERAGE (I.E. APPLIED FROM MULTIPLE DIRECTIONS
AND ANGLES).
THE APPLICATION AREA MUST BE PROTECTED BY BROW DITCHES AND OR DIVERSION BERMS AT
TOP OF SLOPES ;TO DIVERT FLOW FROM THE FACE OF THE PROTECTED SLOPE. 00
FOR PERMANENT EROSION CONTROL PURPOSES, SFM MUST BE INSTALLED IN CONJUNCTION WITH 0
O
\---DIVERSION RIDGE 50' MIN. 1 5m SEEDED EROSION CONTROL VEGETATION OR HAND PLANTINGS. AS WITH ALL OTHER
APPLICATIONS, O
( ) SFM WILL NOT BE CONSIDERED PERMANENT UNTIL 70% VEGETATION ESTABLISHMENT. I
O
COVERAGE AND CONCENTRATION: FOR EACH ACRE COVERED, THE MINIMUM APPLICATION VOLUME N
SHALL BE 10 GALLONS NON—TOXIC WATER—PERMEABLE SOIL—STABILIZING LIQUID EMULSION WITH
3,000 LBS. OF HYDRAULIC MULCH. THE EMULSION MUST BE DESIGNED TO PROTECT SOIL, PREVENT
EROSION, AND FLOCCULATE (CLUMP) SEDIMENT. O�
c0
A LETTER FROM THE HYDROSEED CONTRACTOR CERTIFYING THE SFM WAS INSTALLED IN ACCORDANCE r
WITH APPROVED APPLICATION RATES, COVERAGE, AND MANUFACTURES DILUTION RATIO SHALL BE
SUBMITTED TO THE COUNTY INSPECTOR FOR APPROVAL.
Z
Q
0-
O
U
h$]a`. ♦—
— Of
� m ENGINEER OF WORK:
. m
:
L THE SEA BRIGHT CO. Un
CAS 4322 SEA BRIGHT PLACE
CARLSBAD, CA 92008 Ld
(760) 720-0098
BY:
ROBERT 0. SUKUP, RCE 28302 DATE Q
Z
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS
ENGINEERING SERVICES DEPARTMENT DRAWING NO. co
JA ?,ti I oxem UESCRIPTION: 2.5" DISK PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY GRADING PLAN FOR:
of
LOCATION: N.E. CORNER OF VAULT ® S.W. ' LLI
QUADRANT OF LONE JACK ROAD & HORIZONTAL N A ? DATE : 0 1 BY: BY: d� 840 STRATFORD KNOLL 11349-SG
LLI
MASIH DOUBLE LL RANCH ROAD IN SAN MARCOS 28302 RCE MAHER G SHIELDS
Z
RECORD FROM: CITY PLAN #0045—D.I. VERTICAL N A ENGINEER R.C.E. NO.: RCE 42519 DEPU CITY ENGINEER APN
264- 173-04
ELEVATION: 200.976 DATUM: NGVD29 ROBERT 0. SUKUP EXP. 03131 /14 DATE: L S l Z DATE: 9'a_2 PLANNING CASE NO:
(N.A.) SHEET 3 OF 3 Ld
3179\GPLAN_07-15-12