2010-10467 SG (Plans) STORMWATER POLLUTION CONTROL BMP NOTES WORK TO BE DONE
RELATIVE TO CONSTRUCTION ACTIVITIES W
LEGEND z
CONCRETE WASHOUT A. GEMIM C. GNADNG
• CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 1. ALL GRADING
SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS STATEMENT OF ENGINEER OF WORK Q
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION, THE ENGINEER OR UNDER HIS DIRECTION.
HE SHALL INSPECT AND TEST THE THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE STEM STD• DWG. SYMBOL
WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE EXCAVATION PLACEMENT
AND COMPACTION OF FILLS AND BACKFILLS AND ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND
STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR COMPACTION OF TRENCHES. HE
SHALL SUBMIT SOILS REPORTS AS REQUIRED PRACTICES OF THE ENGINEER'S TRADE or PROFESSION. THE ENGINEER FURTHER
SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER AND WILL DETERMINE THE SUITABILITY OF
ANY FILL MATERIAL. UPON AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE PARCEL BOUNDARY
PRIOR TO ANY REQUEST FOR INSPECTION. COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS RULES AND REGULATIONS REQUIRED
BY THE CITY OF ENCINITAS. THE ENGINEER
CONSTRUCTION SITE ACCESS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS AGREES THAT ANY PLAN CHECK or REVIEW
PERFORMED BY THE CITY OF ENCINITAS LOTLINE
2. A PRELIMINARY SOILS REPORT HAS NOT BEEN PROVIDED FOR THIS PLAN, OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN IN
ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE
• A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES HOWEVER, A SOILS ENGINEER WILL BE RETAINED DURING CONSTRUCTION ACCORDANCE WITH
THE APPROVED GRADING PLANS AND THAT ALL ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL EXISTING CONTOUR 340
EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL & A FINAL REPORT WILL BE PROVIDED. EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR
THEIR INTENDED USE. SUFFICIENCY or ADEQUACY OF THE PLANS or DESIGN OF IMPROVEMENTS BASED
INCLUDE USING MATERIAL SUCH AS GRAVEL AND/OR CORRUGATED STEEL PROPOSED CONTOUR 328
/ THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, 2, THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO
PANELS/PLATES. ,OF ENCINITAS AND ITS OFFICERS AGENTS, AND EMPLOYEES FROM PROPERTY O
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL E
ROCK-LINED BMP SWALE
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR
CONSTRUCTION VEHICLES WITHIN STREET RIGHT-OF-WAYS. SEPARATE APPROVALS AND PERMITS DAMAGE or BODILY INJURY ARISING SOLELY FROM THE
NEGLIGENT ACTS, ERRORS,
or OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS or EMPLOYEES ACTING (NOT TO BE MODIFIED W/0 CITY PERMIT)
FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO WITHIN THE COUR§r
AND SCO OF SUCH AGENCY AND EMPLOYMENT AND ARISING (E) GRASS &/OR LANDSCAPE BMP SWALE -
• A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE PLANS. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE PREVENT EROSION OF FRESHLY
GRADED AREAS UNTIL SUCH TIME AS '''`
DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND GRADING. PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN OUT OF
THE WOW PERFORMED THE ENGINEER. (NOT TO BE MODIFIED W/0 CITY PERMIT)
ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE .INSTALLED. (E)
CONC. BROW DITCH
OFF-SITE. 4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO �
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL
��O r� (E) RETAINING WALL __..
EROSION CONTROL ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE
SIGNED DATE: ly
TO CONDITION EXISTING PRIOR TO GRADING. MATER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE DJOUGLAS E. OGAN
. ---
• EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED
QROCESS1aN (E) IMPERVIOUS CONCRETE.
SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING 5. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR LOOSE FILL AND ALLUVIAL
SOILS SHALL BE REMOVED TO SUITABLE FIRM RCE NO.: 39726 �° E. �� -------
EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE NATURAL GROUND. THE EXPOSED
SOILS SHALL BE SCARIFIED TO A DEPTH OF �� <c� "y
GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. REESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A 6" AND THEN COMPACTED TO A MINIMUM
OF 90 PERCENT. IT SHALL BE THE RANCHO COASTAL ENGINEERING ti TS = (E) AREA DRAIN _ n
LICENSED LAND SURVEYOR. CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE 1635 S. RANCHO SANTA FE. RD., SUITE
204
• NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. SAN MARCOS, CA 92078
* Exp. ii%31/11 * (E) DRAIN PIPE
6. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL
WEATHER. (760) 510-3152 sr c1vl\
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO RCE
JOB NO. 7019 4Te o�`'
• DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH PRODUCE SMOOTH
SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EEO, (E) IRRIGATION VALVE
CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST STANDARDS, LAWS AND REGULATIONS. OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANED
AND
EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. 7 GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF TRIMMED AS DIRECTED BY
THE ENGINEER OF WORK AND LEFT IN A NEAT AND PROP. RETAINING WALL
ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER
• REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCED EXPOSED OR EXCAVATION OR EMBANKMENT
SLOPES WHICH ARE LIABLE TO PROP. EARTHEN SWALE
PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY BETWEEN THE HOURS OF 5: 30 P.M. AND 7: 30 A.M. NOR ON SATURDAYS, BECOME LOOSENED SHALL BE
REMOVED AND DISPOSED OF. THE TOE AND
REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SUNDAYS AND CITY RECOGNIZED HOLIDAYS TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE
WITH THE DIRECTION OF DRAINAGE THEY HELP SHRUBS
• EMPORARYNVEGETA ION' MUST BE PLANTED ED ON SLOPES OR WHERE 8. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADIE 5. ALL TREES, AND OTHER
OBJECTIONABLE MATERIAL SHALL BE
MEETING HAS BEEN HELD ON-SITE WITH THE FOLLOWING PEOPLE OWNER'S CERTIFICATE
CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PRESENT: COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE
PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER,GRADING CONTRACTOR SO AS TO LEAVE THE AREAS
THAT HAVE BEEN CLEARED WITH A IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS.
ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL BE NEAT AND FINISHED APPEARANCE
FREE FROM UNSIGHTLY DEBRIS. APPROVAL
SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER IT IS FURTHER
AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A
• PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION CALLING (760) 633-2770. AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH
MATERIAL. REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS or ADDITIONS OWNER & PERMITTEE: SITE LOCATION:
AND GRADING ACTIVITIES ARE COMPLETE. TO THESE PLANS WHICH THE CITY ENGINEER DETERMINED ARE NECESSARY FOR
9. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY Q L�IaC�PMO AND DESIRABLE FOR THE PROPER COMPLETION OF
THE IMPROVEMENTS. WAYNE WAGNER 259-200-19
• WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER 1310
SAXONY ROAD AM
SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER 1 HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER or GEOLOGIST
HAS ENCINITAS, CA 92024 4149 MANCHESTER AVENUE
ON-SITE CONSTRUCTION MATERIAL STORAGE FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH 1. ALL SLOPES SHALL BE PLANED AND IRRIGATED
IN ACCORDANCE WITH PLANS BEEN or WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND 760-310-6726 ENCINITAS, CA 92024
ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ADVISE OF
THE COMPACTION AND STABILITY OF THE SITE.
• STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT WITH REGARDS TO THE HAULING OPERATION. ENCINITAS GRADING ORDINANCE AND ALL
ADOPTED LANDSCAPE AND
SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE IRRIGATION STANDARDS. I LEGAL DESCRIPTION:
THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE 10. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT 2 ALL SLOPES
PORTION OF BLK 2 OF COLONY OF
SECONDARY CONTAINMENT FOR ALL FUEL STORED ON-SITE. BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE Of PRIOR TO OCTOBER 1 FINISH GRADING AND PLANTING
IMMEDIATELY UPON COMPLETION ANTING SHALL BE ACCOMPLISHED ON N ANY SLOPES SIGNED: DATE: OLIVENHAIN PER MAP
NO. 326
SECURITY, AN AS-GRADED CERTIFICATION SHALL BE PROVIDED STATING: GRADED BETWEEN OCTOBER 1 AND APRIL 15. AYNE GNER
• ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT "THE GRADING UNDER PERMIT NO. 10467-SG HAS BEEN PERFORMED
ON-SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR Ew�rON COIITACL
CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY AS SHOWN ON THE ATTACHED AS-GRADED PLAN. THIS STATEMENT IL
FROM CONCENTRATED STORMWATER FLOWS AND STORMDRAIN INLETS. SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL
STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 1. IN CASE EMERGENCY WORK IS REQUIRED,
CONTACT. WAYNE WAGNER EARTHWORK
MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE G 760-310-6726 (24 HOUR NO.)
PERIMETER AT ALL TIMES. CUT = 100f C.Y. FILL = 0 C.Y. EXPORT = 1001 C.Y.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE REMEDIAL GRADING : 0 C.Y.
• CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF AT ALL TIMES DURING THE RAINY SEASON (OCT. 1st TO APR. 15th). ALL
r
• EARTHWORK QUANTITIES ARE CALCULATED ON A THEORETICAL BASIS AND ARE
ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT
O
L NDT■�ICATIOMS UTILIZED FOR PERMIT AND ENVIRONMENTAL PURPOSES ONLY. ACTUAL 5
STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOES SHALL LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN
BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND RAIN IS IMMINENT.
QUANTITIES MAY VARY DUE TO UNFORESEEN LOSSES, SHRINKAGE AND/OR 0 U
THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF SWELLING FACTORS.
a
REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO 3. DEVICES SHOWN ON PLANS SHALL NOT
BE MOVED OR MODIFIED WITH OUT THE w m
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE APPROVAL OF THE ENGINEERING INSPECTOR. • EARTHWORK DISTURBANCE
IS LESS THAN 1 ACRE, NO SWPPP OR NOI REQUIRED. o r Cf)
WASTE MANAGEMENT CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO ENCINITAS 0 W
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO Q
8L U
• CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE WORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH < Z
AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY RUN-OFF PRODUCING RAINFALL.
d
PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND
z - SITE w
CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NOTIFICATION OF COMMENCEMENT OF WORK. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES
< A 0 W
AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLEED r, 0 Z z
• NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. A. SEWER - 811 - CITY OF ENCINITAS (CSD) GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES
WHICH MAY ARISE. SANTA FE w aZ1=+ _ Q
BERMS/DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL 0 0
STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. B. GAS & ELECTRIC - 811 - SDG&E. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL
TAKE NECESSARY z
DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED
LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR C. WATER - 811 - O.M.W.D. WATERS CREATE A HAZARDOUS CONDITION.
W J
COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH
MATERIAL. D. TELEPHONE - 811 - PACIFIC BELL 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING J
Q
PLAN SHALL BE INCORPORATED HEREON. MANCHESTER AVE Q
• MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, E. CABLE TV - 811 - DANIELS CABLE. LL
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VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM
(n
VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS THE FACE OF SLOPE
AT THE CONCLUSION OF EACH WORK DAY. Q \
TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE:(760) g• ALL REMOVABLE PROTECTIVE
DEVICES SHOWN SHALL BE IN PLACE AT THE END O\
INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS 633-2770.
WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATION ON OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST
U
LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR EXCEEDS FORTY PERCENT (40%).
SILT AND OTHER DEBRIS SHALL BE VICINITY MAP
INSPECTION. PHONE: (760) 633-2770. ALL WORK PERFORMED WITHOUT REMOVED AFTER EACH RAINFALL. BMP/SUSMP STATUS NOT
TO SCALE O Ln
• POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL.
T.B. 1197-H2 N =
AND RECYCLING RECEPTACLES AROUND THE SITE. 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE
U
COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15th STANDARD PROJECT z
• PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED ENWROMENTAL DATA THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED
IN
FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL
< 0
CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS 1) STEEPEST EXISTING SLOPE ON-SITE = 2: 1 MAN-MADE HANDBOOK OF THE STATE OF CALIFORNIA
DEPARTMENT OF CONSERVATION. I
ON PERVIOUS SURFACES. Ln
2) MAXIMUM VERTICAL DEPTH OF CUT = 6.0' f
• ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, W
AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP 3 MAXIMUM VERTICAL DEPTH OF FILL = --- L � _�V( V
Q0
MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE ) b�e � ��b� �� Z��, �� IVI, � ,• _ `��INEEItIN�
STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION 4) AVERAGE DEPTH OF CUT = p3. ' t �1" 1 M
I�
ACTIVITIES. 6-rfr r� 's. m. Tio�ls j�, I' I � Single Source Developmerll Consultant z �
5) AVERAGE DEPTH OF FILL = --- (/ 1635 S. RANCHO SANTA FE #206
Qt4 N AVT) `0. I � �- SAN MARCOS, CA. 92078 0
-'� { (760) 510-3152 Ph / (760) 510-3153 Fax z LLJ
REVISIONS APPROVED DATE ERENCES DATE tj�BENCH MARK SCALE E Y Y H K Y APPROVALS CITY OF ENCINITAS
- ENGINEERING SERVICES DEPT. DRAWING NO. W w
K;77-15 vi U •( STATION: ENC-37 POINT #: 1037 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPRO i Z
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ELEVATION: 55.569 DATUM: NAVD88 /� SIMPLIFIED GRADING PLAN FOR:
DESCRIPTION: 2" IRON PIPE WITH CONCRETE HORIZONTAL N A DATE: v'�0- Q BY: BY: cJ REAR YARD
PAD/RETAINING WALL 10467-SG z =
COLLAR AND 2.5" CITY OF ENCINITAS BRASS R.C.E. NO. 39726
DISC 220' NORTH OF MANCHESTER AVENUE VERTICAL N/A *ENGIR DATE: $�31L�_ DATE: 4149 MANCHESTER AVENUE APN:
259-200-19
AND 85' WEST OF TRABERT RANCH ROAD DOUG A N EXP. 12-31-11 SHEET 1 OF 3
Z:\Projects\7062 - Wagner\7062GP01.dwg May 05, 2010 3:51pm
Xrefs: 7062GP00
PROPOSED RETAINING WALL (E) GROUND\ � LLJ
PER CITY OF SAN DIEGO z
355 INFO BULLETIN NO. 222. U
7-N/CK SEE SHEET 3. Q
gRCSN Q EX. CONC. BROW DITCH F A
51 734'47"W 173.17' N.
VARIES
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to R`S .Q ���0 PVMT. OP CUT N
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M �� 6.0 co MIN P SAN DIEGO INFO
C 2� BULLETIN 0: 222.
`' -TIE INTO EXISTING WALL PROP. EARTHEN
---------------
342.p in -- -----_� -- --- ---------------�`---WITH SMOOTH TRANSITION SWALE TO DRAIN
HP / (E) BUILDING 2.0% MIN.
A 1 I / FF=342.8 (E) GROUND
f P - / a _ (E) 3'f RETAINING
'5 I �1���� � � % �o WALL TO REMAIN
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EXISTING �'� 5'
II ! RESIDENCE EXISTING I % �� WALL CROSS-SECTION
_ PFD = 342?8 x I' SECTION A-A
(f .) pRA/ GARAGE NOT TO SCALE
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-5b,0 340
10' I ms's b l :M
SIDE ti �� 0
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N \ r 3e1 F� �� �F �+'q 338 fX. GRADE
i I SIDE
SETBACK
I � 1% (MIN.)
j (E) GRASS &/or 42 __� I o�
LANDSCAPE SWALE FOR 3 1 (a
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I POST BMP TREATMENT. �� �. 01
NOT TO BE MODIFIED ��R���,
A i w/0 PERMIT FROM CITY 340 6 • T�
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335 �� N
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327
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Exp. 12/31/11
_ _ � V F't" 1 I�1 7 • s < SCALE IN FEET 1635 S. RANCHO SANTA FE #206 (r)
_ rgrf oF1cl�1foR �� SCALE: 1' = 10' SAN MARCOS, CA. 92078 0
(760) 510-3152 Ph / (760) 510-3153 Fax Z
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF ENCINITAS - ENGINEERING
SERVICES DEPT. DRAWING NO. W
W LJ
XF XfL -511110 STATION: ENC-37 POINT A: 1037 PLA PREPAR D UNDER SUPERVISION OF RECOMMENDED APPRO z Z
ELEVATION: 55.569 DATUM: NAVD88 Q Q SIMPLIFIED GRADING PLAN FOR: -
DESCRIPTION: 2" IRON PIPE WITH CONCRETE HORIZONTAL 1" = 10' DATE: 640-( BY: BY - U
U
COLLAR AND 2.5" CITY OF ENCINITAS BRASS REAR YARD PAD/RETAINING WALL 10467-SG z =
R.C.E. N0. 39726
DISC 220' NORTH OF MANCHESTER AVENUE VERTICAL N/A ENGIN DATE: DATE: 4149 MANCHESTER AVENUE APN:
259-200-19 W a_AND 85' WEST OF TRABERT RANCH ROAD A EXP. 12-31-11 SHEET 2 of 3
Z:\Projects\7062 — Wagner\7062GP1_.dwg May 05, 2010 3:58pm
Xrefs: 7062GP00; 7062MAP; 7062TOP0; 7062BASE
THE CITY OF SAN DIEGO :
INFORMATION BULLETIN NO . 222
w
z
MINIMUM REQUIREMENTS FOR INFORMATION Page 2 of 6 City of San Diego•Information Bulletin 222 January 2010 January 2010 City of Bart Diego•Information
Bulletin 222 Page 3 of 6 Q
Retaining Wall/Sloping Backfill ' BULLETIN
aw construction shall conform to ASTM C 270 and VII. SOIL DESIGN CRITERIA Tate A/Requirements for Various WaR Heights Y to 1 Slope "A'°
CITY OF SAN DICGO DEVELOPMENT SERVICES shall conform to the proportion specifications This information bulletin is to be used only when
T_e,""-a.»a- 1222 FIRST AVENUE,MS 301 SAN DIEGO,CA 92101-4153 222 of Table 2103.8(1) or the property specifics- the wails to he retained are not expansive
OLs.
CALL(6191448.5300 FOR APPOINTMENTS AND(619)446-5000 FOR INFORMATION JASUAav 2010 Lions of Table 2103.8(21 of the CDC. sandy soils).The design of this information
bul-
letin is based on the following criteria: Wall Typo I if III
Construction of retaining walls,except three less than C.GROUT 1. Soil type:granular,non cohesive soil backfill. Wall Height(H r, 3'-4"
4'-(r 4',8" 5'-4" 61-0.
three feet high, measured from the top of the footing Documents Referenced in this Grout must have a compressive strength equal 2. Active earth pressure with
an equivalent fluid -
to the top of the wail and not supporting surcharge, Information Bulletin to 2,000 psi minimum.Grout shall conform to weight of Rxposed
Wall Height:L r 2'-4" 3'-0" 3'•8" 4'-4" 5'-0"
requires a permit and is regulated by City of San Diego Table 2103.12 or to ASTM C 476.When grout 42 pounds per cubic foot for 2 to 1 slope. Stem
Block.Thickness 6" A" 8" &"/12" 8"/12"
Municipal Code 2007 California Building Code,(CBC) conforms to ASTMC476, the grout shall be 80 pounds per cubic foot for 1.5 to 1 slope. .
Information Bulletin 222 outlines the city's require- • San�Municipal Code,i:5uiv'! specified by proportion requirements or prop- 3. Passive earth pressure with
an equivalent Heel Dimeasum J. 1'-0" I'-0" V-41' 1'-6" I'-8"
merits for retaining walla with sloping backfill. Infer- " I11tOf10RtC9_ri.0_gAq fn 220,How to Obtain a Per- erty requirements(CBC 2103.12). fluid weight of
Toe Dimension(Ti 1'-2" 1'-8" 1'-8" 1'-9" 2'-3"
nation Bulletin 221 deecribee retaining walla with niN for a Retaining WalUFence 200 pounds per cubic foot for 2 to 1 slope.
level backfill.These bulletins are intended to provide a • Informatio,).Outiletin 221. Minimum Require- E.REINI'"OR.CING STEEL 300 pounds per cubic foot
for 1.5 to 1 slope. Vert Bars(A) 04 ran 24" #4l#24" #40 24" 04 @ 16" $4 Q 16"
simple alternative to designing minor retaining walls, ments for Retaining Wall/Level Backfill Reinforcing steel must be deformed and mm- 4. Allowable hearing value
of 1,500 paf. Vert Bars(B) #4 Ca'24" 04 a 24" #4 @ 24" #4 @ 16" #4 a 16"
but shall tie used only where appropriate soil cundi- ply with ASTM A 616(CDC 2103.13.1),Grade 5. Soil frictiuu factor 0.25.
3 Footing Width(W i T- 2" 2'-8" 3'.0" 3'-3" 3'-9"
Lion at the site.See Section VII.SOIL. III. CALJOSHA PERMIT/WAIVER &I. When one ixmtinuous bar cannot be used,
For information on how to obtain a permit for a retain- A CAIJOSHA construction activity permit is re- a lap or splice of 40-bar diameters is required. If existing soil
conditions do not meet these Key distance from Toe 6" 6" 6" 6" 6"
in wall,see Information Bulletin 220. All bars shall he clean of loose flaky rust, design criteria or the conditions are unknown,
8 quired for construction of trench"or excavations Key f W x D! 6"x 6" 6"x 6" 8"x 12° 12"x 14" 12"x 18"
which are five feet or deeper and into which a 8r�or other materials likely w impair loom(. walls should civil be designed architect.a State of California
I. ZONING REGULATIONS ally he person is required to descend.For more informa- (ACI 31&m Section cr t. licensed civil engineer or architect. A soil report
Retaining walls heights are also regulated by Lien please contact: Reinforcement in concrete shall be protected may be required.
the zoning laws of the city as follows:The height from corrosion and exposure to chlorides.(ACI
of a retaining wall is measured from grade on 318-05 Section 7.7,8). Concrete protection for Note:Soil lateral pressure due to earthquake Table B/Requirements
for Various Wall Heights 1.5 to 1 Slope 1A A
the lower side of the retaining wall to the top of ('aVOSHA Enforcement Unit district office reinforcement shall he at least 3" to earth motion is not included.
7575 Metropolitan Drive, Ste.207 when the concrete is
the retaining wall. (Exposed height F.), (SDMC poured against the earth.
113.0270%%(2)-. ` Diego 92108 (ACI 318-05 Section 7.7.1'.. VILL INSPECTIONS
(619)767-2280 One#4 reinforcing bar must be placed longitu- Inspections most be performed during several Wall Type 11 111
San Diego Municipal Code Chapter 14,Article 2, Fax(6191767-2299 dismally within the wall in a hind beam block phases of construction. Please call for inspections
Wall Height fH>6 X-4" 4'-0" 4'-d" 6'•4" 6'-0"
Division 3 regulates the location and the height of IV M BLOCKS MASONRY BLKS every 16 inches as the blocks are laid up.See at the following times:
the retaining walla in the required setbacks and Crm mete masonry unite shall be of sizes shown on Figure 2' Exposed Height(E)° 2',4" 3'-0"
T-8- 4'.4" 5'-0"
in the visibility arpn as follows: A, A footing inspection is needed when the Sum Block Thickness W 8" 8"/12*' 8"Y 12" 8"1 12"
drawings W rnntbrmtoA with C90(CBC2109.1
1. Retaining walls in visibility arras shall not F.MORTAR KEY excavation for a floating has been dug with
exceed 3 feet in height.(SDMC 142.0.34a b)). 1 Medium Weight Units with maximum linear '1'o insure proper bonding between the footing the steel tied securely in
its final position, Heel Dimension(L) 1'-4" l'-4" 1'-4" 1'- 8" 2'-0"
shrinkage of 0.06$„ F"m=1,5011 psi grouted"lid
2. Two retaining walls with a maximum height and the lust course of block,a mortar key must and the site is ready for the concrete to be
-
s. Toe Dimension(T) 1'-5" 2'-tl" 2' 2° 2' 6" 2'-8"
f reinforced cell
o 3 fast each are permitted in the required he formed by embedding a Bat 2x4 flush with placed. -
front and street side yard if the two retaining and at the top of the freshly placed footing. Vert Bars(A) #4�24" #4 @'24" 44024'
#4 a 16"
All head alai bed joints shall be 3/8"thick. Bed It should be removed after the concrete has B. A masonry re rout inspection is required Vert Bars(B)
#4 Gs 24" #4 Ca'24" #4 @f,24" 04@
"rills are separated by a minimum horizontal P 8 Pa q
joints of the starting course over the concrete
distance equal to the height of the upper wall. started to omitted(about 1 hour). a mortar when the block has been laid and the steel ,.
ISllMC 142.0340icN 11), foundation may be between L'4"and 3J4". (AC] key may be omitted if the first course of block is in place, but before the grout has been
Footing Width f W I 2'-9" 3'-4" 3'-6" 4'- On 4'-8"
3. Two retaining walls with a maximum height of 530.1 06 section 3.3B) is set into the fresh concrete and a good bond placed. Kcy Distance from Toe
6" 6" 8" 12" 12"
6 feet each are permitted in the required side Nos ial' ion is required for retain. is obtained. I. If cleanout holes am used,block may be Key(W
x D) 6"x 6" 8"x 8" 8"x 10" 12"x 15" 12"x 21°
and rear yard if the two retaining walla are fng w lls up to 6 feet in height. laid to the full height at the grout pour y
separated by a minimum horizontal distance VI. WALL DRAINS before calling for the pregrout inspec-
equal to the height of the upper wall. V. SPECIFICATIONS Wall drains most be placed at 6-foot intervals tion. Grout shall be placed in a continu-
I SDMC 142.0340td k 111. along the length of the wall and located just above ous pour in grout lifts not exceeding 6 FOOTNOTES:
the level of the soil or paving on the front face of feet.
A. CONCRETE ' Tables A makes the following assumptions:
Note: Retaining walls higher than 5 felt may the wall. The drains may be formed by placing 2. If cleanout holes are not used,a masonry
Concrete for strength must have a minimum fr- 600000 psi
m•quire a grading permit. con ressive atren h of 2,.500 tat 28 days. a block on its aide at 6•kwt intervals, by leaving pregrmrt inspection is required prior
to
)CBC 1805.4.2.1). Cement shall conform to out the mortar in the vertical spaces between each grout pour. Block cannot be laid Pa= 24000
H. WALL HEIGHT ASTM•C 150(ACI:i18A5 section 3.2,. all the block,in the fast course above the soil or higher than the grout pour. Nate that Solid
grouting
For the purpose of designing the wall in this m- paving(head joint)on the front face of the wall, cleanouts are required for all grout pours Using
hall'fm streas
formation bulletin,wall height is measured from by installing 4-inch diameter drain line behind over 5 feet in height. ^Walk not shown in Tahlr
A most be designed specifically for the actual conditions.
Note: Plastic td in re cement ASTM C 1328
the cop of the footing to the top of the wall. the wall. or by any other acceptable equivalent All construction must comply with the specifications
shown in this information bulletin.
is not permitted ai retaining walla located in
Walls not shown in Tables A and B uu page 3 method. Rsckfill behind wall drains or open head C. After grouting is completed and rock or rub. ' Walls
leas than 3 4"in height shall be constructed W meet the 3'41"will height design criteria.
must be designed specifically for the existing Seismic Design Category D.
joints most be hxxte rubble or gravel at least 12 ble wall drains are in place,but before earth I=6 inches block
conditions. The walls shown here are designed B. MORTAR inch"wide and extending from the top of the backfill is placed,call for a backfill/drainage 11=8
inches block
to retain retaining only sloping hackfiw y, building£run- The mortar mix must have a compressive wall to the mp of the footing. inspection. III=12
Inches block
or othe ot ia "slur driveway,parking,fence, strength equal to 1,800 psi minimum (CBC a Footing depth shall be 24 inches below finish
grade and 12 inches of compacted soil is required on top of foot-
le usher potential source of loading equal the upper Table 2105.2.2.1.2).Mortar for use in masonry U. When all work has been completed,call for a
level is allowed within s distance equal W the °n' final inspection. ing W stabilize the wall.
height of the wall.See figure 1. °For the purpose of the structural design,wall height shall he measured from the.top of the footing to the
top
- of the wall.
Printed on recycled paper Vied our web site al www sandieric u{zjdpyo)pyr�,gn1.3erYJGp;i-
Upon request,this information is amiable in alternative formats for petsotia with disabilities. ' Foi znning requirement@ fence height shall
be measured froiu flush grade.
Page 4 uf 6 City of San Diego•Information Bulletin 222 January 2010 January 2010 City of San Diego•Information Bulletin 222 Page S of 6 Page
6 of a City of San Diego•Information Bulletin 222 January 2010
Figure 1 f Subcharge and Slope Setbacks Figure 3/Type f and II Retaining Wall with Sloping Rackfill
Figure 4/Type III Retaining Wall with Sloping Baektill
r-Slope of letinneo earth / (Slope retained
n as odzonwi run
"S"Min. (Giver as horuen at run to vertical rise) CC
Concrete Meek /, to vertical rise Concrete blocs G
2"Minimum.
slNccttire� Seloack-) Top of slope _.._--_..__.. O
Hi3 But need not i l>y„ auk #1 FbrironW$teal bars .
,i-#4 hamm�tel daa bas "r `m It
exceed 40 feel
Slope st1"(33.. I 5
1444 -- Setback t:3(33.3°':1 g..r»+ y r'-C ^A' bars (n
0!2 But need not -I "A"esa per Table A or b
exceed 15 feet / par Teals A r e �,
( t� L1J
0
N,. �I
None @naive i
-Nan .''..'"an .. w (sandy. `J
I
•sisanbs("##Y)
x
/ I �� naive eel a• :��`w'�`. :- natrva soil or a4
H F S all 9hwk a to A F 3"Block zr t• " ' t..t-
-_. --- 2 3/4"to m_ 2 3r4'to Iris cents of bar ((7'
na renter tf bar ,p..�'+✓ V
3'ux iM center of bar W
Botlon of slope j 1 _W bars TaaWe A or 6 N "2. >s a�srz.r- � "9"Bars z
O
per Table A D'6
y r
Mar ice Q
L `
I ., La splice Mortar key
I^
I-Setback from structure 2-Fooupe distance to °-ourcnarge---I Min ---Gn sl oatldill Not lees `:i- "` f
36
than 32° rtis - Z
s'>r h k
Wall t '.t, r.•. Caravel backfill La
slope surface, all 2 wlr;e Wag
Wain - Wain- +r.'w s,•. 12"code 30PM19n.
`u W
3-Penu,aced Wain 3'Penoraled drain _
Figirm 2 t Typieal Control.Joints Pipe pipe
dapdr 17 mmirru m i M;n 1G
natural giuunc or app'oved ---- LLJ
A. compacts V tsI V J
" ! ",�• • • �. •. •• n• ' 12' minimum Q
• ° •°• •.y depth,12"minimum into
° natural ground or approved O\
Vertical reinforce:nert--` 1
'A"ban • compacted al
..
.. U
�- -
#4 Hcnzontal reinforcements
b-
3"clear
8"
a/6•X11'- O N
x � 04 bars
? fi' for walls..t a. 8'. Kay dpi t"for r big a a'- s • Key size h'Plaa aid 12'for higner N� fls and
tl"fw higher coats
I U t�
Bonc ream
rnurse Caulking L Q O
i12" L L
W
` .A +
LC)
x GIs W
I
w l�^�
Standard inures ' Caulking ENGINEERING < �lJ
Note.Contra joints shall be spaced no greater than 25 fee:O.0 S i n g l e Source Development Consultant Z
Y_ 1635 S. RANCHO SANTA FE #206 (J�
SAN MARCOS, CA. 92078
(760) 510-3152 Ph / (760) 510-3153 Fax z
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE I Y APPROVALS CITY OF ENCINITAS -
ENGINEERING SERVICES DEPT. DRAWING NO. Lv W
L - ( STATION: ENC-37 POINT #: 1037
ELEVATION: 55.569 DATUM: NAVD88 PLANS EPA UNDER SUPERVISION OF i�ECb :P �ED f APPRO z
Z
HORIZONTAL N/A
DESCRIPTION: 2" IRON PIPE WITH CONCRETE / DATE: r� �� BYL RETAINING WALL DETAILS AND NOTES FOR:
N�- 1"1 >3Y: 10467-SG z o
COLLAR DISC 220'NNORTH OF MANCHESTER IAAVENUES VERTICAL N/A ENGINEER R.C.E. N0. 39726 DATE: !G131110 DATE:
REAR YARD PAD/RETAINING WALL w a_
AND 85' WEST OF TRABERT RANCH ROAD EXP. 12-31-11 4149 MANCHESTER AVENUE APN: 259-200-19 SNEET
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