2011-10931 G (Plans) RIGHT OF WAY NO 7E. B. NOTIFlCA71ONS STORMWATER POLLU71ON CONTROL BMP NOTES RELA71VE TO CONSTRUCTION ACTIVITIES OWNERS.
OWNER IS TO OBTAIN A CONS7RUCIION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE L THE EXISTENCE AND LOCATION OF UNDERGROUND U71UTY PIPES
AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A CONCRETE WASHOUT EDWARD DURFEY AND COREEN FRIEND
PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES IT IS SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE
THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE 3511 CORTE ESPERANZA
PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PR07ECT ANY EXIS17NG UTILITIES OR CONTRACTOR SHALL ESTABLISH AND
USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE CARLSBAD, CA 92009
171E RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS
STRUCTURES LOCATED AT 114E WORK SITE. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT 114E FOLLOWING OWNERS OF SAID IT IS ILLEGAL TO WASH CONCRETE,
SLURRY, MORTAR, STUCCO, PLASTER AND 7HE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM (808) 927-1443 U71LI77ES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIRCA77ON AND LOCA7 OR
ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.
ON OF U71LI77ES AND N07IRCA77ON OF S17E ADDRESS:
DRAINAGE NOTE. COMMENCEMENT OF WORK: CONSIRUC71ON SITE ACCESS
A. SEWERS - ENCINITAS SANITARY DISTRICT (760) 633-2770 1034 CORNISH DRIVE
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES WATER IS TO DRAIN AWAY FROM B. GAS & ELECTRIC - SDGE. (760) 438-6200 A STABILIZED
CONS7RUC7I0N SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT 7RACKING DIRT OFF ENCINITAS, CA 92024
STRUCTURES FOR A MIN. OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. C. WATER - SAN DIEGUITO WATER DISTRICT (800) 227-2600 SITE
THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND/OR CORRUGATED STEEL PANELS/PLAIES
D. TELEPHONE - SBC BELL (760) 489-3411 CONSIRUC77ON WHIC LES LEGAL DESCRIPTION.
UTILITY NOTE. E. CABLE TV - COX COMMUNICATIONS. (760) 806-9809 X-2233 A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED
FOR CONSTRUCTION VEHICLES PARKING, VEHICLE LOT 13 1N BLOCK B" OF SUBDIVISION OF EAST BLOCK 10 OF STURGES AND RATION
REFUELING, AND ROU77NE EQUIPMENT MAINTENANCE ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE. SUBDIVISION T EAST BLOCK 7, & 10,
11 AND 12 IN THE CITY OF ENCINITAS COUNTY
ALL U11L111ES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 2 CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS
PROJECT. PHONE. SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP (HEREOF No. 33, FILED IN THE
(760)-633-2770. OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, MARCH 19, 1887,• ALSO THAT
WORK TO BE DONE EROSION I'ON7ft PORTION OF THE EASTERLY 10 FEET OF DE NTT AVENUE ADJOINING SAID LOT 13 ON
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE. (760)- 633-2770. ALL WORK PERFORMED EROSION CONTROL MUST BE PROVIDED
FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST THE WEST O VACATED AND CLOSED 70 PUBLIC USE BY THE BOARD OF SUPERVISORS ON WITHOUT BENEFIT OF INSPEC7ION
WILL BE SUBJECT TO REJEC77ON AND REMOVAL EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS; ADEQUATE GROUND COVER VEGETA71ON SEPTEMBER 12,
1949.
A GENERAL AND BONDED FIBER MATRIX.
1. ALL WORK SHALL BE DONE IN ACCORDANCE W1771 THESE PLANS, 7HE STANDARD SPECIFICA71ONS FOR PUBLIC WORKS CONS77?UC77ON O �� CON7R01 (SEE ALSO BEST MANAGEMENT PRACTICES
NOTES SEE SHEET 3) OWNER'S CERIIFICA7E
THE DESIGN CONSTRUCI)ON STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANY NO EXCAVA71ON AND GRADING ACTIVITIES
ARE ALLOWED DURING WET WEATHER.
CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CORI DURFEY AT
(760) 519-2089, 24 HOURS. 1 (WE) HEREBY CER71FY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT BEEN OR WILL BE RETAINED
TO SUPERVISE OVER ALL GRADING AC77WTY AND ADVISE
2 771E SOILS REPORT 717LED 'PRELIMINARY GE07ECHNICAL EVALUATION, 1034 CORNISH AVENUE, PROPOSED TWO STORY RESIDENCE 2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL
BE MADE AVAILABLE AT ALL 77MES DURING THE RAINY SEASON (OCTOBER CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CON7ROL MEASURES ON THE COMPAC77ON AND
STABILITY OF THE SITE
WITH BASEMENT, ENCINITAS, SAN DIEGO COUNTY, CALIFORNIAN, BY GEOSOILS, INC., DATED APRIL 19, 2011, PROJECT No. W.O. 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED
ON S17E ON OCTOBER 1, AT CONVENIENT LOCATIONS TO REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID
6201-A-SC, AND ADDENDUM LETTER TITLED 'REVISED GE07ECHNICAL PLAN REVIEW AND SHORING CLARIFICATION' DATED SEPTEMBER FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES
WHEN RAIN IS IMMINENT UNNECESSARY REMOVAL 7O THE NATURAL GROUND COVER. S5 NOT REMOVE TREES OR SHRUBS UNNECESSARILY- HELP
21, 2011,4 LETTERTITLECI'SEGMENTAC IMSE)/TETdiN/TUG WdLeAlTEt7 /0IZ7///5'6ETTER T/TLFI7"RESPONSETUESC,(L CDRI'ORQT/OAl DECREASE EROSION.
CDd?AICAITS A/O.//-/397"OdTED///B /l,Sfl4LL BECIINSIpEREDASAPQf)TOFTf!/S GfTpD/AIG PLtI V 4LL GR4DlN6 9N4LL G�EDOA/E J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED
W17HOUT THE APPROVAL OF 7HE ENGINEERING INSPECTOR.
IN4CCOROQIVCE WITH THE HECOMMENOAT/4NS�StTeir/CQTIONS COAITAINED/AtMID I?ePORT AND LETTER, SIGNATURE.• DA TE: M S
'�-D
J. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCA77ON AND TYPE OF DRAINAGE FACILITIES, NOR OF 4. 7HE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES
TO WORKING ORDER TO THE SATISFACTION OF 7HE CITY TEMPORARY VEGETA7701V MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION EDWARD DURFEY
IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS SEPARATE APPROVALS AND PERMI7S FOR THESE SHALL BE REQUIRED IN ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. CONTROL
PURPOSES EROSION SHALL BE PREVENTED BY PLAN77NG FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND
CONJUNC7101V W17H IMPROVEMENT PLANS BIND THE SOIL. _
5. THE CONTRACTOR SHALL INSTALL ADD177ONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY 7HE CITY ENGINEER DUE TO PLANT PERMANENT VEGETATION AS
SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSI7E GRADING AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
SIGNATURE.• C o2�- DA 7E. // AJ /
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAU77ONS REQUIRED TO PR07ECT ADJACENT PROPER71ES DURING GRADING 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY
PRECAU77ONS TO PREVENT PUBLIC 7RESPASS ONTO WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. COREEN FRIEND
OPERATIONS ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO COND177ON EXISTING PRIOR TO GRADING. AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
ON-SITE CONSTRUCTION MATERIAL STORAGE
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCHMARK WHICH IS DISTURBED OR DESTROYED SHALL BE 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING
PLAN SHALL BE INCORPORATED HEREON f
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE
RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF 7HE RAIN.
CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL LEGEAID STMVMIIY07ES SAM
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH FUEL STORED ON-517E
7 THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES; INCLUDING SHORING, AND SHALL BE WORK DAY. PROPERTY
BOUNDARY -------
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULAIIONS ELIMINATE OR REDUCE POLLU71ON OF STORMWAIER
FROM STOCKPILES KEPT ON-SITE STOCKPILES MAY INCLUDE SOIL, PARING R/W
9. ALL REMOVABLE PR07EC77VE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY MATERIALS, ASPHALT CONCRETE, AGGREGATE
BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER ADJACENT BOUNDARIES
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (112) MILE OF A S7RUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT
AND 07HER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. FLOWS AND STORM DRAIN INLETS STOCKPILES SHALL BE COVERED OR PROTECTED W1774 SOIL STABIUZA77ON MEASURES AND Cho
CONDUCTED BETWEEN 7HE HOURS OF 5:30 P.M. AND 7.•30 A.M. NOR ON SA7URDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. PROVIDED WITH A TEMPORARY SEDIMENT
BARRIER AROUND THE PERIMETER AT ALL TIMES EXISTING CONTOUR 1I5
9. NO GRADING OPERATIONS SHALL COMMENCE UN77L A PREGRADING MEE77NG HAS BEEN HELD ONS17E WITH THE FOLLOWING PEOPLE SAN DIEGUITO WATER DISTRICT N07E TRAINING
PROPOSED CONTOUR 116
PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL CONTRACTORS' EMPLOYEES WHO
PERFORM CONSTRUCTION IN 171E CITY OF ENCINITAS SHALL BE TRAINED 10 BE FAMILIAR W17H THE
BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633-2770. 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTA77ON
AS TO THE ACCURACY OF THE CITY A ENCINITAS EMPLOYEES
STORMWATER POLLUTION CONTROL REQUIREMENTS THESE BMP N07ES SHALL BE AVAILABLE F EVERYONE WORKING EXISTING ELEVATION X
115.5
LOCA71ON OF OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND U71UTY PIPE OR STRUCTURE WITHIN THE LIM17S OF THIS
10. PRIOR TO HAULING DIRT OR C0NS7RUC710N MATERIALS TO ANY PROPOSED CONSTRUCTION SIZE WITHIN THIS PROJECT THE PROJECT. ON SITE THE PROPERTY OWNER(S)
AND THE PRIME CONTRACTOR MUST INFORM SUBCON7RACTORS ABOUT STORMWATER REQUIREMENTS PROPOSED ELEVAIOON 115.50
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER AND THEIR OWN RESPONSIBIL171ES.
SHALL COMPLY WITH ALL COND17IONS AND REQUIREMENTS 774E CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING Z ALL EXISTING FACIL171ES WHICH MAY AFFECT THE FINAL DESIGN LE.
LINE CROSSINGS, LINE PARALLELING OR PROPOSED CONNEC71ON BUILDING F007PRINT
OPERA 710N. SHALL BE FIELD VERIFIED. ALL EXIS77NG OR PROPOSED U71LITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE WASTE MANAGEMENT
SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN CONTRACTOR SHALL BE RESPONSIBLE FOR
PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSIRUC770N MATERIALS DUMPING OF BASEMENT F007PRINT
11. UPON FINAL COMPLE71ON OF 7HE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND OR FINAL DIEGUITO WATER DISTRICT
- - - - - -
/ UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY CONCRETE HARDSCAPE 4°
° .
RELEASE OF SECURITY AND AS GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 10931-G PROHIBITED.
a .
HAS BEEN PERFORMED IN SUBSTAN77AL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED 3 CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO
GRADE ANY EXISTING WATER FACILITY (FIRE
AS-GRADED PLAN'. THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF 7HE CIVIL ENGINEER WHO CERTIFIES HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED
BY THEIR PROJECT. ALL AFFECTED WATER FACILI77ES MUST NO SEEPAGE FROM DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND DUMPSTERS TO UNI
ECO-STONE OR EQUIVALENT
SUCH GRADING OPERATION. MEET CURRENT SAN DIEGUITO WATER DISTRICT STANDARDS IF FACIL177ES DO NOT MEET STANDARDS THEY SHALL BE UPGRADED TO DIVERT
7HE NATURAL STORM RUNOFF. DUMPS7ERS SHALL BE CHECKED FREQUENTLY FOR LEAKS DUMPSTER LIDS SHALL REMAIN
CURRENT STANDARDS AT 7HE OWNER'S EXPENSE. CLOSED AT ALL TIMES DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS
ROOFING OR COVERED W17H BI9 SWA,E OW RE45 AI PAVEK$ (?eKV10419 t
12 ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT TARPS IN ORDER TO AVOID RAIN
CONTACT WITH ANY TRASH MATERIAL.
AND TEST THE EXCAVATION PLACEMENT AND COMPAC77ON OF FILLS AND BACKFTLLS AND COMPAC77ON OF TRENCHES HE SHALL 4. U77LI77ES TO MAINTAIN MINIMUM 5-FEET SEPARATON WHEN PARALLELING
WATER SERVICES EXISTING RETAINING WALL
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE 7HE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLE71ON OF GRADING MANY CONS7RUCTION MATERIALS,
INCLUDING SOLVENTS, WATER-BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE,
OPERATIONS HE SHALL STATE THAT OBSERVA77ONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS 5. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN
FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL PROPOSED
RETAINING WALL (PER PLAN)
OPINION, ALL EMBANKMENTS AND EXCAVA71ONS ARE ACCEPTABLE FOR THEIR INTENDED USE. OR DISPOSED OF AS HAZARDOUS WASTE FOR INFORMATION ON DISPOSAL
OF HAZARDOUS MATERIAL, CALL 7HE HAZARDOUS WASTE
6. ALL WATER SERVICE TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL 07HER TRAVELED WAYS WATER METERS MUST BE IN HOTLINE TOLL FREE AT (800) 714-1195.
FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) PROPOSED SITE WALL (PER ARCH.)
13 THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING FRONT OF PARCEL 7HEY ARE SERVING. 436-4151.
OF WATER. HE SHALL CON7ROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPER71ES OR FINISHED WORK ON THE SITE PROPOSED
KEYSTONE WALL (PER PLAN)
AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UN71L SUCH 71ME AS PERMANENT DRAINAGE 7. CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING
THAT NO-LEAD BRASS BE USED IN THE CONSTRUCTION AND REPAIR POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE.
AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. OF ALL POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL
REQUIRE ALL LIMITS OF AC
MATERIALS TO BE NO-LEAD BRASS PARTS PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL
PROVIDE
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SECONDARY CONTAINMENT AND LOCATE PORTABLE
TOILETS AWAY FROM STORM DRAIN INLETS ON PERVIOUS SURFACES CONCRETE DRIVEWAY (SDRSD G-14A)
SPECIFICATION. ALL VEGETABLE MATTER AND OBJEC77ONABLE MATERIAL SHALL BE REMOVED BY 7HE CONTRACTOR FROM 7HE 8. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS AND
SERVICES SHALL BE PROVIDED WNH CATHODIC PR07EC77ON IN ALL CONSIRUCIION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORM DRAIN CONTRACTOR MUST ROUTINELY DAYLIGHT LINE
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL ACCORDANCE WITH WC-17 OR WC-18. CHECK
AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM TER, AND STORM
SITE
GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 SAWCUT LINE
PERCENT. IT SHALL BE THE CON7RACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN S7RICT FOR MORE INFORMAT1ON ON STORMWA7ER
POLLUT7ON CON7ROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING
ACCORDANCE W17H SPECIFICATIONS STATEMENT OF ENGINEER OF WORK DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770. LANDSCAPE
SWALE
15 CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS 7HE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY
THE ENGINEER SHALL COMPLY W17H THE DIRECTION OF FLOW
SECTION. 7HE SLOPES OR EXCAVA110N AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND 7RIMMED AS DIRECTED BY 7HE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF 7HE ENGINEER'S
TRADE OR PROFESSION. 7HE ENGINEER ,
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION ALL STONES, ROOTS AND 07HER WASTE MATTER EXPOSED OR FURTHER AGREES 774AT THE WORK PERFORMED HEREIN SHALL
BE IN ACCORDANCE WITH 7HE RULES AND SOILS ENGINEERS CERTIFICATE PVC STORM DRAIN PIPE
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE REGULA71ONS REQUIRED BY 7HE CITY OF ENCINITAS, TO 7HE
EXTENT THAT 7HE ENGINEER CON7ROLS SUCH
AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE M714 714E GRADING ORDINANCE. PERFORMANCE. 714E ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY THE CITY
OF 1, DAVID W. SKELLEY, A REGISTERED CIVIL ENGINEER IN 7HE STA TE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF 4' ROUND DRAIN INLET (BY 'NDS)
ENCINITAS IN 17S CAPACITY AS A PUBLIC EN77TY FOR 7HE PLANS PREPARED BY THE ENGINEER IS NOT A APPLIED SOIL MECHANICS, HEREBY CER77FY THAT A
SAMPLING AND STUDY OF THE SOIL COND17IONS PREVALENT WTHIN THIS SITE
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJEC17ONABLE MATERIAL SHALL BE COLLECTED, PILED OR 07HERMSE DISPOSED OF OFF DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL
SUFFICIENCY OR ADEQUACY OF THE PLANS OR WAS MADE BY ME OR UNDER MY DIRECTION IN MARCH 2011. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS
THE S17E BY THE CONTRACTOR SO AS TO LEAVE THE AREAS 714AT HAVE BEEN CLEARED WITH A NET AND FINISHED APPEARANCE DESIGN AND IT THEREFORE DOES NOT RELIEVE 7HE ENGINEER OF RESPONSIBILITY
FOR THE PLANS OR DESIGN STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO 7HE OFFICE OF 7HE CITY ENGINEER. FURTHERMORE, 1 HAVE 12 SO DRAIN INLET (BY NDS)
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES
TO INDEMNIFY AND HOLD HARMLESS THE CITY OF REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT
ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. ENCINITAS AND ITS OFFICERS, AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING HAVE
BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS
SOLELY FROM 7HE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR
EST EMPLOYEES AC71NC WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT ENVIRONMENTAL DATA
OF THE WORK PERFORMED BY 7HE ENGINEER. SIGNED: jjjt-��"
F ST RE UEZA ST RCE NO.: 47857 1) STEEPEST EXIS77NG NATURAL SLOPE ON-SITE = 13.9%
OFESS/Q EXP. DATE. 12/31/11 " 2) MAXIMUM VERTICAL DEPTH OF CUT = &0 FT
BY DATE ( 1 It p eP k9 JOB 1• W.O. 6201-A-SC B��, ID 4 3) MAXIMUM VER77CAL DEPTH OF FILL
= 0.55 FT
z �' � P� H B9� F�4' GEOSOILS, INC. d ';` 5)4) AVERAGE DEPTH OF CUT =AVERAGE DEPTH OF FILL
= 0 CY 2,136 SF x 277 0.1 T T
o RANDY R. BROWN
�-I $7 y w Q No.36190 2 m 5741 PALMER WAY se Iio. RC€ 1'? ;4; PROJECT BMP STATUS
= a x SOWARDS AND BROWN ENGINEERING, INC o� CARLSBAD, CA 92009s ExD, I t {� f l t EARTHWORK NOTE
IMPERVIOUS AREA:
5 2187 NEWCASTLE AVENUE, STE 103 EXP.6/30/12 760-438-3155 „ /
MELBA ROAD CARDIFF BY THE SEA, CA 92007 * * � sa / STANDARD
ANDARD
m z TELEPHONE NO. (760) 436-8500 JT CIV 1V �P ��,.; °:-' CUT- 600 CY IMPERVIOUS AREA PRIOR
TO CONS7RUC710N.- 2,833 SF
o SITE RCE NO.: 36190 9TF OF CAL�E00
FILL: 10 CY IMPERVIOUS AREA AFTER CONSTRUCTION: 3,295 SF
J EXPORT 590 CY
EXP. DATE. 6-30-08 INCREASE IN IMPERVIOUS AREA: 429 SF
REMOVE & RECOMPACT 580 CY NEW IMPERVIOUS SURFACE FROM DRIVEWAY 560 SF
SANTA FE DRIVE ,4 , r PLANNING & BUILDING PARKS & RECREATION SAN DIEGUITO WATER DIST. ENCINITAS FIRE PR07EC17ON DIST. PERMITS
SOWARDS & BROWN ENGINEERING / {/[f'd /1/ DR/COP PERMIT N0.l/1ClNI TY MAP ' / CONSULTING
ENGINEERS �� /�// L A /#ff ✓ 2i87 NEWCASTLE AVENUE SUITE 103 1 ��„// SPECIAL USE PERMIT
NO. N/A
N.I.S. CARDIFF BY THE SEA,CA-,92007 �.., , , 2a `Z�1,�� A �i ;a:�ft
7ENTA71VE MAP NO. N/q
3 TEL.760/436-8500 FAX 760/436-8603 7
a f?AAIO" 2590WIV RCE3G/90 04 r6 BY. DATE.' BY.• DA 7E SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED DA 7E.-
o REVISIONS APPROVED DA 7E REFER cfs DATE BENCH MARK SCALE PUBLIC WORKS JER JER RRB APPROVALS CITY OF
ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO.
N DESCRIP17ON: BENCHMARK / 1033 PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY- ,t � GRADING & EROSION CONTROL PLAN
FOR.
o LOCATION 2.5' BRASS DISC IN CURB ON SOUTH SIDE I
`l10 l� BY BY
OF SWAMIS PARK PARKING LOT HORIZONTAL N/A DATE DURFEY RESIDENCE 1034 CORNISH DR/l/E 10931-G
o' MA MA ER R CE A. WATT > >
RECORD FROM: ENCINITAS CITY BENCHMARK VERTICAL N/A �� R.C.E. N0. 36190 PUBLIC WORKS DIRECTOR LOT 13, BLOCK
B, MAP 33
a ELEVATION 82.08 DATUM: NAM-88 BY Dg1E: RANDY R. BROWN
EXP. 6 30 12 DATE : 2° 13 - fl DATE : / Z - ly - /I A.P.N. : 258-322-03 PLANING CASE NO. 10-175
CDP F SHEET 1 OF 4
JOB NO. 10-032 DATE
NOIE uI
NOS; CONNECT TO EXISTING
NOTE STORM WATER POLLUTION CONTROL BMP's ARE TO BE PRIVATELY WALL (To REMAIN)
MAINTAINED AND THE FACILITIES NOT MODIFIED OR REMOVED NO WORK IS PROPOSED ON ADJACENT PROPERTIES.
REFER TO PERMANENT ENCROACHMENT A REEMENT WITHOUT A PERMIT FROM THE CITY OF ENCINITAS. ADJACENT GARAGE
10931-PE REGARDING PRIVATE IMPROVEM NIS WITHIN
THE DATEDGHT-OF-WAY, PER DOC N0. I AM' J6JJ�JJI�) CMU WALL PER �J
SDRSD C-2
.�
Q7 /� 11kgA
_ DISTRICT TO INSTALL DUAL
3464) GRAVEL BMP SWALE WITH UN 1 ❑ METER AT OWNERS EXPENSE
(i PROVIDE TEMPORARY �'��
SHORING 5, a o �����
i I CONSTRUCTION
SHEET 3 '
SEE DETAIL, "° - -
L PER CONTRACTOR 100.17 - _ - -
N83'20'1 a � '
CORE ti � ---... . �_.: .t-� �
CU EXISTING(FENCE _...
\ 4+ DUAL 3° - - - - -
\ IE (OUT) 134 TO REMAIN F C 144, 4 y
�. _�•.�t. - - •� __ _-,-.-:_ -� I I .-::
"u
•��
_-_ -... _ o I ~ T 147.00
� ✓ cn ! - - e h I 0'k OUT) � ,
6 AC ER
� h a IE ( 1
P
a ,: � M
I El��J �,,- ��•s //-- • .. . . ..,: , r _ -_.... 142 -
- - - m � - -. _ - e,O' �II: ` I ; ' 2�
e
CURB t
>r Sa`a V: : IE 138 140
�, ,:u ., 4 ,-.,.. I � C F ❑ FLUSH *I
- R
_� •:�- \ � CMU WALL PER C"
K
1
=-- r ' - F
\ I
14.56 ���k �� 6" SD
� � � RSD C-2
�
1Q2`'9 a. o I �51a
I
a4 ' C141�51 a � I e�SyS• II .Y 1 3� e�1Q ' I
I
PROPOSED BASEMENT
I me
I `
1014t. PAD - �y� E i 4 F• 137.00 � _ � �� ��❑
PAD 136.3
I a
4 l J x 111
DG PATH ii
a I o o F c PROPOSED RESIDENCE
J + 4 10
� Il
2.0% 00 4
-
i
I t ❑
Ff 1'16• �x hp•
❑ PAD 145.3
I �
❑ ,., I I t; BASEMENT, WALL (TYP) i' gW 141 Pl RU�OUS )�
1
8.4% TY t�
I I P1C L'L1 `1
A
y
A F
1
I, ,I
r
Z I
rj
>t
i
l } v _ ❑ '�sy € 4 o
I Q
4
oa v..�
AVCRS w I I q LIMITS 1 T FLOOR
1
P
VlOWS) ❑ v,
1 30' r � � I �.
NP/CQC C _ l
20 I ❑ sgs r a 1 TV 147.5
❑ il. BW 144.9 °z
?6 O
I
30 ❑ �L p
I •
PROPOSED GARAGE a'I a OY
X34.10 ❑ ^��' I 'mss a TGI145.72 �y1� � , ;� W ER NG DRIVEWAY
k _
(�
�6R Fs P4V S 1 I . I I \9�
IMF 144:78 - TG-} 32 CMU WALL PER
SD C 2 REMOVE EXIST(
� a _
(133.24) RBI l j;;, I a I '3c 1 ' ._.-__ °a V-� IE�-VU SDRSD C-? '
o ❑R8 I; a 11 4" P C
z�
❑ o s9 I w a�1p
BOOR DECK � 4 � ❑
MANHOLE ❑ o? 8J%� O LIMITS iS
EXISTING SE �- . , >sR9
DE �-- ? � �� �0 4 � " � I
ADJUST TOG \ I I �tk 6
p
4 06. 1 , •r'o 1 I❑ I _ --_ r7.
,
�p�A ❑ g - -BA �� I _
2.0% Q 6RJC PQUEf3 - -
dam, I aG
144.66 0 TREES TO REMAIN
g ❑ NCffElE �s�� , y /-�� PALM -
142 m -
4 83'20 35 E
S FENCE
• " 8 ' 71NG TO REMAIN
❑
134.5
�❑ G�s�,TS t . . ^ _ - yM�1 UNDERDRAIN Q7
I �sT o ° " =X 1 -- - 5, BMP SWALE
TG 138.90 SEE DETAIL, SHEET 3 sFEPP1Hr -
6 ❑ - �� �9 IE 137.40
41 -a
J❑
ADJACENT RESIDENCE
0� 136 rr1 J
133.41) r -) j v
( ^�k 20
3" CURB CORE MICK I � ��
IE ( T) 133.79 BMP STRIP APN; JIB
_ _.- _.- ._ _.__. �❑ ���~.� // 3' WIDE DRIVEWAY
SEE DETAIL, SHEET 3 N
§ A CAU710M)
0 2.5 5 10 15 END AC BERM MATC EXIST( G
W,- � ,<..
I S - �Cll1T
NOTE CON7RACTOR TO VERIFY EXACT LOCATIONS AND ELEVATIONS OF
EXISTING UNDERGROUND U71LI71ES PRIOR TO START OF
IN THE AREA WHERE DE NTT AVENUE GRADES ARE CONSTRUCTION. THE ENGINEER OF WORK SHALL BE N077FIED OF
1 INCREASED, PAVEMENT SHALL BE GROUND DOWN A ANY DISCREPANCIES WITH THIS PLAN.
MINIMUM OF 1.5" PRIOR TO AC OVERLAY
DE WI TT A VENUE P O QPOF ESS/off`
RANDY R•�R N RCE3G/90 P4TE PL P CORNISH
PAVER PATTERN �Q� o� R. B9 Fy 5.25' 5.25'
30' y Q� O� �� EXISTING FENCE EXISTING FENCE , I I P4U�RS(Pet7U/SUS)
2 m TO REMAIN TO REMAIN - � , 20
28' w No.36190 m FF 1sf 146.00 /
PROPOSED GRADE PgUCRS _ x � FL 143.75 STEPPING STONES 7.5' 12'-�
EXISTING GRADE❑ - -
MATCH EXISTING I - Exp.6/30/12 �,
- - ❑/� KEYSTONE WALL BEYOND * * ADJACENTT DR�IVEWq.Y, PER ARCH REMOVE & REPLACE 2' FLAT EXISTING
AC PAVEMENT
GRADE 2' FLAT - - - o
VARIES 10' 12' 7.5 S' FL 142 87 CMU WALL 6" AC BERM
Jj clue �P GRUEL
2% 8.4% �TF OF CAL1FOe� l3AUEL 6" MIN FV 10IMFFRLH- f)IL- 18" . GRj vt-
❑ 29 2% r .. , T'EGE•T;4*9 SWALE WITH UNDERDRAIN 6" MIN f_ 1_F_ER-Ff3-SAN GRADE PER PLAN
PER CITY TbAND SECT( I 6R4VEc_ SWALE WITH EXTEND EDGE OF PAVEMENT
L- 2' MIN 2' MIN UNDERDRAIN PER CITY 6`X16" PCC FLUSH CURB
❑ EXIS7ING AC PAVEMENT 6 X16" PCC FLUSH CURB DG PATH NOTE a STANDARD SEC77ON AT EDGE OF PAVING
AT EDGE OF PAVING 6" CURB PER G-1 SLOT-CUT 7EMPORARY SLOPE EXCAVAPON FOR CONSTRUCTION OF BUILDING j " " t
3 "
fXIS11NG EDGE OF PAVEMENT " BASEMENT FF 137.00 GARAGE FF 136.85 �.., " MIN 2 / TO /e GRAVEL PER
ASTM No. 8 OVER
TO REMAIN MIN 2p Y4 TO /sP GRAVEL PER AS IM No. 8 OVER TO BE PERFORMED ACCORDING TO THE GEOSOILS, INC. LETTER REVISED ,
MIN 6"%2" CRUSHED ROCK PER AS7M No. 5
MIN 6 %z CRUSHED ROCK PER ASTM No. 5 GE07ECHNICAL PLAN REVIEW AND SHORING CLARIFICATION, 1034 CORNISH a' d ° a
AVENUE, PROPOSED TWO-STORY RESIDENCE WITH BASEMENT, ENCINITAS, SAN
DIEGO COUNTY, CALIFORNIA" DATED SEPTEMBER 21, 2011, TO INCLUDE "SLOT °
SECTION A-A CUT DETAIL" AND "CROSS SECTIONS." THE GEOTECHNICAL ENGINEER I SECTION B-B I WALL DETAIL
PER 4 e SECTION C-C
3 WALL DETAIL PER
_z!
1" = 5' REPRESENTATIVE SHALL OBSERVE AND APPROVE 7HE SLOT CUT EXCAVA710N. 4
1" = 5'
REVISIONS APPROVED DA 7E REFERS CES DATE BENCH MARK SCALE JER Y JER CH APPROVALS CITY OF ENCINITAS
ENGINEERING SERVICES DEPARTMENT DRAWING NO
N A 'A5 a/[.T' 2h -L �; DESCRIPRON. BENCHMARK 11033 PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY. GRADING PLAN
FOR:
o LOCATION 25" BRASS DISC IN CURB ON SOUTH SIDE c
OF SWAMIS PARK PARKING LOT HORIZONTAL N/A DATE "
BY' BY DURFEY RESIDENCE 1034 CORNISH DRII/E 10931-G
0 36190 MASIH MAHER WRENCE A. WATT > >
RECORD FROM: ENCINITAS CITY BENCHMARK VERTICAL N/A R.C.E. N0. PU�J WORKS IRE�T R LOT 13, BLOCK 'B' 33
Q
ELEVA110N 8208 DATUM: NAVD-88 RANDY . BROWN EXP. 6130/12 DATE : (Z-f ® �I DATE : A.P.N. : 258-322-03
PLANING CASE N0: 10-175 CDP SHEET 2 OF 4
JOB N0. 10-032 DATE : 11/18/11 SOWARDS & BROWN ENGINEERING
CONSULTING ENGINEERS
2187 NEWCASTLE AVENUE SUITE 103
CARDIFF BY THE SEA,CA.,92007
TEL.760/436-6600 FAX 760/436-8603
BMP LEGEND
LEGEND DESCRIP17ON SYMBOL
MATERIAL & WASTE MANAGEMENT CONTROL BMPs:
FW-11 MATERIAL DELIVERY AND STORAGE
FW—M--41 SPILL PREVEN77ON AND CONTROL
WM-5 SOLID WASTE MANAGEMENT
ADJACENT GARAGE II
WM-6 HAZARDOUS WASTE MANAGEMENT
APN, z6e WM-8 CONCRETE WASTE MANAGEMENT
" - Q
- SANITARY WASTE MANAGEMENT
E I
WM 9
N8.'2o`9" f00.1Y
CT ¢2 D 7EMPORARY RUNOFF CONTROL BMPs:
r D ❑
co
S . SS-4 HiDROSEEDING (SUMMER)
i
`• I`j m ❑ ❑ �� , a°i I TC
e
5S-6 �� ❑ STRAW MULCH
7777 LI EARTH DIKES/
DRAINAGE SWALES LINED DITCHES
L LL S$-9
_ .. ❑ - SILT FENCE Zr—y
i t aI ° �I c k 1 D D SC-6 GRAVEL BAGS 000000�
s i -., v d I
Li I _ _ � STREET SWEEPING & VACUUMING
I Fez
�'..l % Ft ❑ ❑ �1`� r IYIYI-I
rri " Y — —1 ' e I SC-10 STORM DRAIN INLET PR07EC77ON
I., WM-5
—
- 4 - WIND EROSION CONTROL
`- I Wm-8 _ ..
�- fi
>E `' "'�� ' a '� '- � � ❑ � � STABILIZED CONSTRUCTION ENTRANCE
�!Jf
WM-9 g_. �'�� I a ; � °'i sy a ° , �f ° � � � FTC 1
❑ ❑ ° I 14 `� ❑ PERMANENT BMPs
L�
11 } ° FLAT PAD AREA COVERAGE /MANUFACTURED SLOPES AND
L�D D � ,� SD 10 PR0IEC110N OF CHANNEL BANKS
ROOF RUNOFF CONTROLS
IMPLEMENTA77ON OF EFFICIENT IRRIGA77ON SYSTEMS
1 -
❑ _ 0 OUTLET PR07EC77ON
i � ❑ ° i l EC 10
�� ❑ I I �`� _. - .E saal' TC-30 VEGETATED SWALE
g _• !
LOW IMPACT DEVELOPMENT BMPs
w;
ADJACENT R'.'90 '
' I I LID 22.5 DRAIN RUNOFF FROM IMPERVIOUS SURFACES TO PERVIOUS AREAS
$C-7 APM 260.322-04 — o_ _
LID 3.2 PERMEABLE PAVEMENT DESIGN
l �
SPECIAL NOTES
V 1. PCC DRIVEWAY SHALL BE MIN. 4" THICK ON 18" EXISTING GRADE COMPACTED TO MINIMUM 909 DRY DENSITY, UNLESS
g OTHERWISE SPECIFIED BY SOILS ENGINEER BASED ON OBSERVA71ONS IN THE FIELD.
I j 2. BOTTOM OF WALL ELEVA71ONS SHOWN HEREON MAY VARY DURING CONSTRUC77ON DUE TO SOIL ENGINEERS FIELD TESTS
!, AND RECOMMENDA TONS.
N%
J. A SEPARATE ENCROACHMENT PERMIT IS REQUIRED PRIOR TO START OF WORK FOR DRIVEWAY & IMPROVEMENTS WITHIN
CORNISH DRIVE AND DE WITT AVENUE PUBLIC R/W.
4. ALL PROPOSED U71LI71ES SERVING THIS SITE ARE TO BE INSTALLED UNDERGROUND.
5. WATER SERVICE TO BE EX7ENDED FROM EXIS77NG METER TO NEW RESIDENCE WITH SCHEDULE 40 PVC HAVING 24" COVER
SWALE SHALL BE PLANTED W17H ADEQUA7E GROUNDCOVER OR
TURF. PLANTS THAT ARE NOT PRONE TO BLOCKING THE 6. THE GROUND ADJACENT TO BUILDINGS SHOULD SLOPE AWAY AT A MINIMUM GRADIENT
OF 29 FOR 10 FEET.
DRAINAGE FLOW MAY ALSO BE PLANTED ON SIDE SLOPES
7 WALL DRAINS SHALL BE CONNECTED TO PRIVATE STORM DRAIN SYSTEM SHOWN HEREON.
PER PLAN TURF REINFORCEMENT MAT DRIVEWAY TO SLOPE TOWARD
IF APPLICABLE 8. UNLESS NOTED OTHERWISE, PRIVATE CATCH BASINS TO BE EITHER 4" DIA. ROUND GRA7ES BY 'NDS' LOCATED
IN PATIO
4" UNI ECO-STONE OR EQUIVALENT PAVER SWALE ® 2.09 AREAS OR 12" SQUARE CATCH BASINS BY NDS' LOCATED IN LANDSCAPE
AREAS REFER TO LEGEND ON SHEET 1.
2 9. ALL STORM DRAIN PIPE TO BE 6" MIN PRIVATE PVC (SDR 35) ® 19 MIN., UNLESS N07ED OTHERWISE. REFER TO PLAN
� FOR PIPE SIZES & SLOPES.
\ /\\ 6" MIN. ENGINEERED SOIL 2% !2� 10. RUNOFF FROM ROOFS AND HARDSCAPE SURFACES TO BE DIRECTED OVER OR THROUGH
BMP TREATMENT SWALE PRIOR TO
18" MIN
*SEE N07E BELOW ° OUTLET TO DE WITT AVENUE.
2" MIN. 3/8" GRAVEL 4 4 11. RUNOFF FROM DRIVEWAY TO BE DIRECTED OVER PAVER S7RIP PRIOR TO OU7LET TO DE WITT AVENUE.
�—L24" MIN. \ 16" MIN. J14- CRUSHED ROCK 6" CLASS Il BASE
/ 12. ALL ONS17E DRAINAGE ASSOCIATED WI1H THIS PROJECT INCLUDING BMP 1REATMENT OF RUNOFF OFF ROOFS AND OVER
6" X 16" PCC FLUSH CURB PRIVATE HARDSCAPE AREAS WILL BE PRIVATELY MAINTAINED.
%s" GRAVEL PER ASIM No. 8 OVER
*ENGINEERED SOIL LAYER SHALL BE MINIMUM 6" DEEP SANDY LOAM" SOIL MIX W11N MIN 2"Y TO MIN 6" %2" CRUSHED ROCK PER AS7M No. 5
NO MORE THAN 59 CLAY CONTENT. THE MIX SHALL CONTAIN 50-609 SAND, 20-30
9 COMPOST OR HARDWOOD MULCH, AND 20-309 TOPSOIL. DRIVEWAY PAVER STRIP - TYP
NOTE. VEGETATED SWALES ON GRADES OF MORE THAN 259 MUST INSTALL CHECK NIS
DAMS TO LIMIT THE SLOPE OF THE SWALE TO 259 UNLESS 07HERKISE APPROVED ,
BY 7HE DIRECTOR OF ENGINEERING SERVICES
NOTE.• NO FILTER FABRIC IS TO BE USED IN THIS SECTION.
Qp,OFESS/0yq 511:4 3 its
VEGETATED SWALE WITH UNDERDRAIN - TYP \�Q`�°P ov R. 8go Fyn I'TANDY R, B o /IC�3Gf90
NTS Q 2 m
--_. No.36190 mm
Exp.6/30/12
S CI v I\�` (1 Q SOWARDS & BROWN ENGINEERING
OF CAL`F CONSULTING ENGINEERS
2187 NEWCASTLE AVENUE SUITE 103
CARDIFF BY THE SEA,CA.,82007
a TEL.760/436-8500 FAX 760/436-8603
DESIGNED BY DRAWN BY CHFICKED BY
3
a
Q
o REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE JER JER RRB APPROVALS CITY OF E N
C I N I TA S ENGINEERING SERVICES DEPARTMENT DRAWING NO
A A /u, 'y'Zb'13 c -2(i_/,A DESCRIPTION: BENCHMARK 1 1033 PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY.- EROSION CONTROL
PLAN FOR:
o LOCARON: 25" BRASS DISC IN CURB ON SOU7H SIDE O
0
_ OF SWAMIS PARK PARKING LOT HORIZONTAL N/A �` DATE �� C
-� BY �• BY' DURFEY RESIDENCE 1034 CORNISH DRIVE 1 09.3 —G
R.C.E. NO. 36190 MASIH MAHER LA ENCE A. WATT > >
RECORD FROM: ENCINITAS CITY BENCHMARK VER71CAL N/A 8 IC RKS (RECTOR LOT 13, BLOCK B, MAP 33
Q_
ELEVATION: 82.08 DATUM: NAVD-88 RANDY R. BROWN EXP. 6/30/12 DATE 12-13-11 DATE : /�' P/ �� A.P.N. 258-322-03
PLANING CASE NO: 10-175 CDP SHEET 3 OF 4
JOB NO. 10-032 DATE : 11/18/11
1. VERIFICATION: VERIFYALL DIMENSIONS, ELEVATIONSAND SITE CONDITIONS BEFORE 50 DIA LAP t HORIZ. REINF. PER PLAN 40
DIA. LAP CORNER BARS SAME SIZE AND SPACING
GENERAL NOTES FOR MASONRY RETAINING WALLS STARTING WORK. NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY OFANY STD. 2'-0"MIN. AS HORIZONTAL
REINF
DISCREPANCIES.
LAP
DESIGN CONDITIONS: FENCING: 2. CODES: ALL MATERIALS AND WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RISE 6"MIN.
UNIFORM BUILDING CODE C.B.C. , 2001 EDITION,AS ADOPTED BY THE BUILDING DEPT. MATCH T&B FTG. 2" CLR
Walls are to be used for the loading conditio^s Safety fencing shall be installed at the top o* ( ) REINFORCEMENT
shown for each type wail. Design H shall not be t e wall as required by the agency. '
3. SIMILAR WORK: WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY D STD HOOK STD HOOK
exceeded. Footing key is required except as shown SHOWN DASHED) FIG DEPTH STD HOOK STD HOOK
INSPECTIONS: PART OF THE WORK, SUCH DETAILS SHALL BE THE SAME AS FOR SIMILAR WORK SHOWN
otherwise or when found unnecessary by the 16 BAR DIA.
Engineer. Special footing design is required Cali for inspections as follows: ON THE DRAWINGS.
where foundation material is incapable of A. When the footing has been 'armed, with the 'D' 3"CLR 3"CLR
supporting oe pressure 'listed in table. steel tied securely in final positron, and is DOUBLE CURTAIN
g p 4. PIPES, DUCTS, SLEEVES, CHASES, ETC.:SHALL NOT BE PLACED IN SLABS, BEAMS, OR � 2 #5 DOUBLE CURTAIN
DESIGN DATA. ready for the concrete to be placed. WALLS UNLESS SPECIFICALLY SHOWN OR NOTED NOR SHALL ANYSTRUCTURAL MEMBER (V)
B. Where cleonout holes are not provided: BE CUT FOR PIPES, DUCTS, ETC., UNLESS SPECIFICALLY SHOWN. OBTAIN PRIOR WRITTEN D,
Reinforced Concrete: STD HOOK
Ir
Fn-8.3 Mpa ('•200 psi) F'c=20.7 Mpa (3000 psi) (1) After 2 blocks "rave peen laid up to ❑ height APPROVAL FOR INSTALLATION OFANVADDITIONALPIPES, DUCTS, ETC. 2x
RISE STD HOOK
Fs=138 Mpa (20 000 psi) n=10 of 1.22m (4') or Pull height for wall up to MIN. 16 BAR DIA.
1.52m (5'), with steel in place but before me 5. EXCAVATIONS: LOCATE AND PROTECT UNDERGROUND OR CONCEALED CONDUIT, 42'0'MIN.P
Reinforced Masonry grout is poured, and PLUMBING OR OTHER UTILITIES WHERE NEW WORK IS BEING PERFORMED. RISE 3"
CLEAR
F'm=41.4 Mao (600 psi) Furl Mpa (200 psi) r2 After the first lift is pro erI grouted, STD. LAP
Fs=13B Moo 20,000 psi) n=50 ) R Y 9r 2'-0"MAX
( P } the blocks have been eel up to :re top 6. CONSTRUCTION METHODS AND PROJECT SAFETY THE CONTRACT DRAWINGS AND
Earth=1922 kg/cu m (120 pc s and Equivalent(foot) of the wall for the steel lit securely fi SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE
Pressure=1.76 kg/sq m (36 psf) per 305mm (foot) poca but before the upper lift is grouted. SINGLE CURTAIN
of hei nt. Where cleonout holes are provided: METHODS, PROCEDURES OR SEQUENCE OF CONSTRUCTION. TAKE THE NECESSARY NOTES: 40
DIA. LAP 16"
Walls shown `or 1 1/2:1 unimll sloping scrcharge PRECAUTIONS TO MAINTAIN AND INSURE THE INTEGRITY OF THE STRUCTURE DURING 2'-0"MIN.
DIA.
are designed in accordance with Rankling s formula After the blocks hove peen laid up -0 the CONSTRUCTION. NEITHER THE OWNER, OR ENGINEER WILL ENFORCE SAFETY MEASURES
1. SLOPE TO BE 1 VERTICAL TO 2 HORIZONTAL EXCEPT WHERE SHOWN OTHERWISE(MAX.) co M
for unlimited sloping sarchar a with a 0 = 33• 13m 42 . top of the wall, with the steel tied SINGLE CURTAIN
o
P 9 9 ( OR REGULATIONS. DESIGN, CONSTRUCT AND MAINTAINALL SAFE7YDEVICES, a
REINFORCEMENT: securely in place, but before groetirg. 2. SEE TYR FOOTING STEEL FOR ADDITIONAL REINFORCEMENT. o
ntermed'ate rode, hard ode, or rail steel C. After INCLUDING SHORING AND BRACING, AND BE SOLELY RESPONSIBLE FOR CONFORMING n
L6
g grade, grouting is complete and after rack or TOALLLOCAL, STATEANDFEDERALSAFETYANDHEALTHSTANDARDS, LAWSAND
deforms€l stroll conform s, w re Sp ced,unless rubble wail drains are in place but before REGULATIONS. TYP. REINF. @ INTERSECTION
OF TYP. REINF. INTERSECTIONS OF
Bars shall lap 40 diameters, where spliced, unless earth speech is planed. TYP. STEPPED WALL FOOTING
otherwise shown an the plans. Bends shall conform D. Final inspection when all work has been A MASONRY WALLSO FOOTINGS &
BEAMS O
to the Manual of Standard Practice, A.C.I. co^"pleted. FOUNDATION
Backing for hooks is four diameters. All bar TOP OF WALL
embedments are clear distances to outside of bar. CONCRETE GROUT AND MORTAR MIXES: 'db' 'db'
Spacing for parallel bars is center to center bars. 1. SOILS INVESTIGATION: REPORT.• W.O. 6201-A-SC / PER PLAN
Concrete grout shat' attain a min mum compressive TOP OF WALL
MASONRY: strength of 13 8 Moo z 000 psi) ' 28 days and DATED: APRIL 19, 2011 APPENDED: SEPTEMBER 21, 2011 AND OCTOBER 27,2011
6„
9 P ( P ) Y PER PLAN
mortar s^all attars 24 Mpo (1.800) psi it 28 days. BY GEOSOILS, INC. 6 'db'
All reinforced masonry retaining wails be g ,db, . 6"
constructed of regular or Gght weight standard
All cells shall be filled with grout. Rod or vibrate 2• FOUNDATION MATERIAL: SILTY SAND \ 4" MIN. / / / / 8"
CMU GROUT SOLID
consolidation. Bring grout within 10 mnutes of pour,ng A �\ VA VA VA VA \'
units confarmi❑g o the "Standard Specifications to insure grout to a point 51mm (2 ) ram the top of #5 @ 16"o/c (V)
for Pubic Works Construction." 3. MINIMUM FOUNDED DEPTH OF FOOTINGS: STIRRUPS & TIES \j\\j\\j\ ` 61-711
MAX
masonry units when grouting of second lit s to be // / #5 @ 16"o/c(H)
JOINTS: continued at another tirne. BELOW ROUGH PAD GRADE...............................18" (#5 AND SMALLER) `� 8"
CMU GROUT SOLID
Vertical control io`nts shad be lace 9.75 BELOW WE TAD A ENT
5'-10"MAX
3„
placed at m MORTAR KEY: O O S J C FINISHED GRADE................18" 24 #5 @ 16"o/c
(V)
WIDTH...............................................24" GRADE PER PLAN t #5 @ 16"o/c (H)
permitting longitudinal movement. • Ver':aal •o insure proper bar�d`ng between the rooting and 4'db' CIS
( ) intervals rnoximum. Jol is shall be designed
ex2 fitting longitudinal a tm I meet at eff calhll9Bg To first course of black, a mortar key shall be 4. FOUNDING OF FOOTINGS& SLABS: ON FIRM UNDISTURBED
2 1/2" MIN. � db db, GRADE PER PLAN • � 8" CMU GROUT SOLID p�_8" A n
to rest
p 1 p (. ) armed by embedding a flat 2 x 4 flush wish and at 2-_&
intervals maximum, the top of the freshly poaured footing. The 2 x 4 NATURAL SOILS OR APPROVED COMPACTED SOILS. #5 @ 16"o/c(H
12" CMU GROUT SOLID
CONCRETE: should be removed after the concrete has started L #5 @ 16"o/c (H) #5 16"o/c
5. SOIL PRESSURES: 3„ @ (H
to harden (approximately 1 hour). 12'db' 2q 3" #5 @ 16"o/c H
Footing oncrete shot: be 332 k M'-C-22M a SOIL BEARING.............. ........................... 2000 PSF 'db' db' j j j
j \ \ \ ( )
9 9/ P A mortar Bey may be omitted d the first course of \//\//\//\//\ \// SPECIALINSP.
(560-C-3250', sing Type B aggregate when placing 1:_p�� .,�vA�vA,,�A,W, 6„ REQUIRED 2„
/ 9 YP P 9 block is set Into the fresh concrete wren the COEFFICIENT OF FRICT ION........................0.35
conditions permit. =acting is poured, and a good Do?d is obtained. MAIN BARS
BACKFILL: PASSIVE PRESSURE................................250 PCF
WALL DRAINS: CANTILEVER ACTIVE(LEVEL).................... 35 PCF(SELECT BACKFILL)
No backfif materiel shall be placed against Wall drains shat, be, provided in accordance with 'db'= BAR DIAMETER 1�_4��
mason retaining walls until grout has reached Standard Drawing C-8, and GSI soils re arts. CANTILEVER ACTIVE 2:1 SLOPE.................... 50 PCF SELECT BACKFILL
masonry 9 9 P ( ) (SELECT ALL REINF. BENTOLD 2 #5 CONT. �; 2 #5 CONT.
design strength or anti: grout gas cured for a RESTRAINED WALLS..................... .. .... .. .. . .. 65 PSF
minimum of 28 days. Compaction of backfill SOIL. 4 #5 CONT. 4 #5 CONT.
material by jet*.ng or ponding with water wII not VEHICULAR SURCHARGE................................ 100 PSF STIRRUPS D = 4 'db'FOR#3 TO#5 BARS
AND TIES
be permitted. Each layer of bat<fill shat be All footings shall extend at least 305mm (`2") Into 0 3 10" 3
10"
moistened as directea b the Engineer and undisturbed natural sort or approved compacted D = 6'db'FOR#3 TO#8 BARS a N
DRA/NAGE PER
thoroughly tamped, rolled or otherwise ise compacted fill. Soil should be dampened prior to placing MAIN r 1'-0" 10"
DRAINAGE PER
concrete in footings. BARS D = B'db'FOR#9 TO#11 BARS 10 4 4'1'-0" 1'-3" z}
anti'. the relative compacting 's not Tess than sD�. 9 SPECIAL INSPECTIONS (CBC 1701) L 3'-10" 4'-3"
REQUIREMENTS FOR SPECIAL INSPECTION: REINF STANDARD HOOKS O NORTHWEST WALL O NORTHWEST WALL @ BASEMENT OF
DETAILS FOR MASONRY RETAINING WALLS
1. THE CERTIFIED SPECIAL
PROFESSIONAL SHALL BE UNDER THE SUPERVISION OF REGISTERED
PROF SIONAL ENGINEER
TOA PL TOCA top
2. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL oFq yy9< 6"AC BERM OF9A coq o�c90
coq
J AND THE ENGINEER. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE 'I' < PAVERS OVER
ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN, IF NOT CORRECTED, TO THE 6 GRAVEL
H ENGINEER AND THE BUILDING OFFICIAL. 6" STEPS 6" STEPS
No surchorge loads within this
area for level backfill design. GRADE PER PLAN _.;
y_ 3. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT, SIGNED BYA CIVIL ENGINEER, TO GRADE PER PLAN GRADE PER
PLAN
A AO O O O \/\\ /\\/\\\ \\\\\\\
WINGS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS F9 OCq�Lq<< 5'-0"MAX TOo 4'-9"MAX \\//\ \\/\\ // / TO
MAX
STATING WHETHER OR NOT THE WORK REQUIRING SPECIAL INSPECTION WAS IN ACCORDANCE
12" ± WATERPROOFIN WITH THE DRAWINGS ti • /\\//\\//\\//\\/\\/\\/\\ A /////// A A 6' O"M >\
PER ARCH. OF THE CBC. / /A F F r811 CMU GROUT SOLID
H/2 MIN. NATIVE BACKFILL 4. PERIODIC SPECIAL INSPECTION REQUIRED. STEPS s
U 8" CM GROUT SOLID 8" CMU GROUT SOLID #4 @ 24"o/c (H)8" CM GROUT SOLID U 8" CMU
GROUT SOLID V #5 @ 16"o/c (V) #5 @ 16"o/c (1� 2'-8"/ / / / / / / P� #6 @ 16"o/c (IQ #5 @ 16"o/c M+i 12".. _
. , _ , _ .. . • : /\/\/\/\/\/\/ VARIES
_ E CLEAN SAND BACKFILL SUMMARY OF STRUCTURAL CONTINUOUS \ \\i\i\\i\\i\\\i 4'-8"MAX `� I #4 @ 24"o/c (H) #4 @
24°o% (H) 12" CMU GROUT SOLID
. . . .` S.E. >35 /<\/\\\//\\\/ 0� #4 @ 24"o/c (H) 23„ #4 @ 24"o% (H) 23„
> ry I & PERIODIC SPECIAL INSPECTION ,/ / 4 4 #5 @ 16"o1c M
E R O 23" SPECIAL INSP. DECK 23„ DECK 3
I FILTER MATERIAL CRUSHED ROCK(WRAPPED THE INFORMATION PROVIDED BELOW IS A SUMMARY-SEE THE CONSTRUCTION DOCUMENTS FOR 8 CMU GROUT SOLID 23„ 4
4 SPECIAL INSP. #5 @ 24"o/c(H)
E 4 0 Q REQUIRED 2'-8"MAX 2'-8"MAX
N E I V-6" IN FILTER FABRIC)OR CLASS II PERMEABLE THE FULL REQUIREMENTS FOR SPECIAL INSPECTIONS. #5 @ 16"o/c(V) 0 tfP REQUIRED
- MATERIAL SEE SPECIFICATIONS BELOW). Q 2 ' 2' - 2" - SPECIAL INSP.
( W). #4 @ 24"o/c (H) 2 \/AA/AA/AA/AA/AA/ A/AA/AA/AA/ AA/AA
I REQUIRED
1. CONCRETE(CBC 1701.5.1):DURING THE TAKING OF TEST SPECIMENS AND PLACING OF T 2 ^\ ` 2"
PERFORATED REINFORCED CONCRETE. 2 #5 CONT.
1'-4" 1'-411 1'4.,
DRAW PIPE .0 • • ,, ,.. 2 #5 CONT. �.: • • • 2 #5 CONT. •:. • -
Line of undisturbed \ 2. BOLTS INSTALLED IN CONCRETE(CBC 1701.5.2):PRIOR TO AND DURING PLACEMENT OF 6#5 CONT. 4 #5 CONT. 4
#5 CONT.
natural soil. - -- `COMPETENT,APPROVED CONCRETE AROUND BOLTS. 3" 8" 3'� 6" 3" - 8"
SOILS OR BEDROCK.
N V-0" 10" N 1'-0" V-2" N
TYPICAL SECTION 3. REINFORCING STEEL (CBC 1701.5.4.):DURING PLACING OF REINFORCING STEEL FOR ALL �1'-0" �11" DRAINAGE PER � � �
DRAINAGE PER � � � DRAINAGE PER
CONCRETE SPECIFIED TO HAVE SPECIAL INSPECTION. S_2" VARIES VARIES
133mm "MIN 4'-3"MIN
(5 1/4') 8" Black Wall 4. STRUCTURAL MASONRY(CBC 1701.5.7):AT THE START OF LAYING UN/TS, AFTER THE 3'-8
229mm 12" Block Wall PLACEMENT OFREINFORCING STEEL, GROUT SPACE PRIOR TO EACH GROUTING OPERA TION, PROPERTY LINE WALL @ STAIRS OG DECK WALL @ STAIRS
OH DECK WALL @ STAIRS O
Mortar or cast-in-place AND DURING ALL GROUTING OPERATIONS.
concrete
5. THE CONSTRUCTION INSPECTIONS LISTED ARE IN ADDITION TO THE INSPECTIONS REQUIRED TOP OF WALL KEYSTONE 4" CAP UNIT
Finished (g } UNIT CORE FILL
/ Ground Line PER PLAN UNIT CORE FILL PL (3/4" CRUSHED ROCK OR STONE)
/ Vertical Reinf. BY CBC 108. SPEC/AL INSPECT/ON/S NOT A SUBSTITUTION FOR INSPECT/ON BY THE
6„ KEYSTONE 4" CAP UNIT (3/4"CRUSHED ROCK KEYSTONE STANDARD UNIT
BUILDING OFFICIAL. SPECIALLY INSPECTED WORK WHICH IS INSTALLED OR COVERED WITH- PER/CC-ESR #2113
T - KEYSTONE STANDARD UNIT OR STONE 18" NATIVE MATE
r -Vertical Reinf. OUT THEAPPROVAL OF THE BUILDING OFFICIAL AND THE SPECIAL INSPECTOR/S SUBJECT // % // �/ PER ICC-ESR #2113
)
Tap of TO RE-OPENING OR EXPOSURE.
Gro ut filled block cells Fooli
6. THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE BUILDING OFFICIAL TO PERFORM THE 4-9 M 8" CMU GROUT SOLID 18" NATIVE MAT'L M/RAF�x
r APPROXIMATE
k TYPES OF SPECIAL INSPECTIONS SPECIFIED. #6 @ 16"o/c (V) 5' 1" I EXCAVATION LINE
GRADE PER PLAN #5 @ 16"o/c (H) 4'-0" APPROXIMATE Horizontal blo thru ° ° " 7. IT IS THE
RESPONS/B/LITYOF THE OWNER TO INFORM THE SPEC/AL INSPECTOR OR FINISHED GRADE EXCAVATION LINE FINISHED GRADE 5_p band beam block
s SPECIAL INSP. M/RAF13XTc
51 mm (2") R 102mm (4") INSPECTIONAGENCYAT LEAST ONE WORKING DAYPRIOR PERFORMING ANY WORK THAT 23„ RETAINED SOIL RETAINED
SOIL
nominal Key EQUIRES SPEC/AL INSPECT/ON ALL WORK PERFORMED WITHOUT THE REQUIRED SPEC/AL 4 REQUIRED ? 1 ' ,/ n 1'
/ L
(nominal) Y INSPECTION IS SUBJECT TO REMOVAL AND RECONSTRUCTION. loll j /\//%/%/%% //% 2
CAP DETAIL KEY DETAIL s"EMBEDMENT 8"EMBEDMENT
• 6" SCHEDULE 40 PERFORATED COLLECTOR 6" SCHEDULE 40 PERFORATED COLLECTOR
• PIPE, WRAPPED IN MIRAFI 140 OR PIPE, WRAPPED IN MIRAFI 140 OR
NOTES: , 0�QpOf ESS/p�` 2 #5 CONT. V-4" UNREINFORCED CONCRETE OR EQUIVALENT, PLACED AT THE HEEL OF THE UNREINFORCED CONCRETE
OR EQUIVALENT, PLACED AT THE HEEL OF THE
1. All masonry retaining walls shall be constructed with cap, key and drainage details as shown hereon. O T �Q QS SO(f F CRUSHED STONE
LEVELING PAD WALLS REINFORCED ZONE WITH FULL CRUSHED STONE LEVELING PAD WALLS REINFORCED ZONE WITH FULL
2. 102mm (4") diameter drain may he formed by placing a block on it's side. N 4 aux I �0� 9qa �G� 4 #5 CONT. -- HEIGHT GRAVEL
DRAIN, SEPARATED FROM HEIGHT GRAVEL DRAIN, SEPARATED FROM
3. See Soils Report by GSI dated September 21, 2011 and October 27,2011 for additional options for wall drainage. w ¢ No.2saoa m X 10 N
5'-0"MIN. THE BACKFILL MATERIALS BY MIRAFI 140 5'-0"MIN. THE BACKFILL MATERIALS BY MIRAFI 140
DRAINAGE PER 4 TO DAYLIGHT OR EQUIVALENT, OUTLETS SHOULD BE TO DAYLIGHT OR EQUIVALENT, OUTLETS SHOULD BE
Exp.337-12 1'-0" 1'-1" 4
4'-1" TIGHT-LINED TO AN APPROVED OUTLET TIGHT-LINED TO AN APPROVED OUTLET
�� ,_.•,,,��/ 3rZ /3 s
C/v 1 v Q AREA, PER SOILS REPORT. AREA, PER SOILS REPORT.
t3 El3T,0, OG14905 04 T T9TFOF CAItFDRIVEWAY WALL @STAIRS � TYPICAL REINFORCED SECTION 4.0' FT. O TYPICAL REINFORCED SECTION
5. V FT. O
a STANDARD UNIT STANDARD UNIT WN BY o REVISIONS APPROVED DATE REFERE CES DATE BENCH MARK SCALE
°ERICNED eY JER RSECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO
'1 + I - i DESCRIP77ON BENCHMARK // 1033 PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY GRADING PLAN FOR:
o LOCAT70N: 2.5° BRASS DISC IN CURB ON SOUTH SIDE
OF SWAMIS PARK PARKING LOT B
DURFEY RESIDENCE 1034 CORNISH DRIVE 10931-G
HORIZONTAL N/A DATE 11/18/11 BY.- •�^' BY.•
o 26404 MASH MAHER ENCE A. WATT > >
R.C.E. No. LOT 13, BLOCK B, MAP 33
N RECORD FROM: ENCINITAS CITY BENCHMARK VER71CAL N/A PUB ORK IR_EC
a
ELEVA770N: 82.08 DATUM: NAVD-88 ROBERT SOWARDS EXP. 3/31/12 DA1E : i2-13--1 ) DATE : � _ �� it A.P.N.
258-322-03 PLANING CASE N0: 10-175 CDP SHEET 4 OF 4
JOB N0. 10-032 DATE : 11/18/11 SOWARDS & BROWN ENGINEERING
CONSULTING ENGINEERS
2187 NEWCASTLE AVENUE SUITE 103
CARDIFF BY THE SEA,CA.,92007
TEL,760/436-8500 FAX 760/436-8603