2016-13155 G (Plans)RIGHT OF WAY NOTE
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT EROSION CONTROL STOMWATER POLLUTION CONTROL BAP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES OWNER y
LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO 1° IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RYAN ORTMAN AT (858) 6BB -1103, CONCRETE WASHOUT t�
WILL RESULT %N ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS 2348 MANCHESTER AVENUE `t
THE RESPONSIBILITY OF THE OWNER' TO KNOW WHERE HIS /HER PROPERTY LINE IS. 24 HOURS A DAY.. CONTRACTOR SH LL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT
WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR STUCCO, PLASTER AND THE LIKE INTO ENCINITAS, CA 92024 �
DRAINAGE NOTE 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL THE STORM9WAOER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING
TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS THE WASHOUT LOCATION. 858- 688 -1103 oR'
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE N
WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. CONSTRUCTION SITE ACCESS SITE ADDRESS PACIRC
AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO OCEAN PROECT i
UTILITY NOTE 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR 2348 MANCHESTER AVENUE STE
OF THE ENGINEERING INSPECTOR. CORRUGATED STEEL PANELS/PLATES. ENCINITAS, CA 92024 101
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER CONSTRUCTION VEHICLES APN.• 261- 053 -20
NOTES TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES
GENERAL PARKING VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE DESCRIPTION
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE STANDARD 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE OFF -SITE. LEGAL
REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS LOTS 15 & 16 IN BLOCK 16 OF CARDIFF, IN THE
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. EROSION GONTAOL
OF THE CITY OF RECISIONS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. CITY OF ENCINITAS COUNTY OF SAN DIEGO,
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE
ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, STATE OF CALIFORNIA, ACCORDING TO MAP
TO ANY REQUEST FOR INSPECTION. PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. ADEQUATE GROUND COVER VEGETATION, AND BONDED FIU3ER MATRIX. THEREOF NO. 1298 FI ED DIEGO COUNTY, ON THE VICINITY MAP
2. THE SOILS REPORT TITLED "UPDATED GEOTECHNICAL EVALUATION PROPOSED RESIDENTIAL 7° ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. NOVEMBER 14, 1910. NOT TO SCALE
BUILDINGS 2348 AND 2350 MANCHESTER AVENUE ENCINITAS, SAN DIEGO COUNTY, CALIFORNIA BE INCORPORATED HEREON.
PREPARED BY GEOTEK INC., DATED NOVEMBER 17, 2016 AND ADDENDUM TITLED 'ADDENDUM TO DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR
UPDATED GEOTECHNICAL EVALUATION 2348 AND 2350 MANCHESTER AVENUE ENCINITAS, SAN B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
DIEGO COUNTY, CALIFORNIA" REGARDING SHORING RECOMMENDATIONS PREPARED BY GEOTEK, SLOPE AT THE CONCLUSION OF EACH WORK DAY. OWNER S CERTIFICATE
INC., DATED JANUARY 4, 2017. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY UNNECESSARILY; THEY HELP DECREASE EROSION. TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON TRIP COMPACTION AND STABILITY OF THE SITE.
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED I (WE) HEREBY AGREE TO INDEMNIFY, AGAINST A AND HOLD CITY AND CITY L OFFICERS, OFFICIALS, EMPLOYEES
STORMWATER POLLUTION CONTROL POST CONSTRUCTION BAP /IMP NOTES FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND AND AGENTS HARMLESS COSTS, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS ARISING CAUSES N ACTIN
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT � OR IN ANY
PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
GRADING. MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNERS AGENTS
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS EMPPLOYEES, CONTRACTORS, SUBCONTRACTORS OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL
SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT WORK OACONSTRUCTIONNN{{{^ OVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM COMPLETE.
APPROVED PLANS WIT THE _V TE PROPERTY OR PUBLIC EASEMENTS.
REPLACED OR REPAIRED TO CONDITION
DRAIN SYSTEM.
EXISTING PRIOR TO GRADING. WATER USAGE FOR DUST CONTROL SHALL 8E MINIMIZED.
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL #_. ti
SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. ON -SIT ONST NCT ON MA RTAI STORAGE
SIGNATUNE: DATE.
6. THE DEVELOPER SHALL 8E RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS RYAN ORT N
DISTURBED OR DESTROYED SHALL BE PRE- ESTABLISHED AND REPLACED BY A REGISTERED STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. 2348 MANHESTER AVE
CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL ENCINITA4 CA 92024
FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF ��_
TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT V�/
7. THE CONTRACTOR SHALL DESIGN CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, 858 - 6881103
INCLUDING SHORING AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE APPROVED BMP /IMP FACILITY AND /OR THE TURF/LANDSCAPED AREAS. CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STOFRMWATER
AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION
4. NO DRAINS SHALL BE INSTALLED IN HAROSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TINES.
B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. I
FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR SOILS ENGINEER S CERT ICATF
7.30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND
DISCHARGE IT TO AN ADEQUATE IMP /BMP. TRAINING w_� �. �^-��' A AEGISTEFRED CIVIL ENGINEER IN THE STATE OF CALIFORNIA,
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING
BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL FAMILIAR WITH THE CITY OF ENCINITAS STORMIWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES
6. ALL STORMWATEiR IMP /8h>p FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MAC BY ME OR UNDER MY
ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE-CONSTRUCTION ALTERED WITHOUT A PERMIT FROM THE CITY. SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER (S) AND THE PRIME CONTRACTOR DIRECTION ON rG_ AND FOR AN UPDATE ON _P�S '_s_. ONE COMPLETE COPY OF THE SOILS
MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY MUST IIEORM SUBCONTRACTORS ABOUT STORMWATEA REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. REPORT COMPILED FROM TMIS STURDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF
CALLING (760) 633 -2770. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE
TE MANAGEMENT
MAY REQUIRE THAT THIS FLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE WAS RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED OBTAINED. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION GRADING PLANS AND SPECIFICATIONS.
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO
,APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STO3MWATE7R. BERMS /DIKES SHALL BE PLACED
WITH REGARDS TO THE HAULING OPERATION. HAVE AN IMPERVIOUS, NON- COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY ✓.h. 3�A7�� j
ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN FOR LEAKS. DUNPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. OUMPSIEES WITHOUT LIDS SHALL BE
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS %N ORDER TO AVOID RAIN GeoTe K, Inc° DATE
FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN 'AS GRADED ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE CONTACT WITH ANY TRASH MATERIAL. 710 E•DARKRIO6E gVSNUE,SuItE 105
CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 13155 -G TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW (,OROAIA,GA 9Z%7q -°1099
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR ROLLING OF THE DUMESTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS VEHICLE FLUIDS, BROKEN ASPHALT
AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN PROJECT NO. 1597-GR
THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND TO AN APP'ROP'RIATE LANDFILL OR DISPOSED O AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF C9sQ 710- 1160
OPERATION. DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM NOT TO PLANTERS OR THE STORM
DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR ON LANDFILLS AND TO ORDER OUMPSTERS CALL EDCO AT (760) 436 -4151.
UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND SAN DIEGUITO WATER DISTRICT NOTES: POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND
COMPACTION OF FILLS AND BACKFILLS AND COMPACTION O= TRENCHES. HE SHALL SUBMIT THE SITE.
SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL 1. WATER MAIM LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO
MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT THE STANDARD SPECIFICATIONS OF THE CL RRENT WATER AGENCIES' STANDARDS COMMITTEE PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR
OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN (WASC). SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMORAIN INLETS ON
HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED PERVIOUS SURFACES.
USE. 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORM GRAIN. CONTRACTOR
POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER NON- EXISTE7NCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
OF THIS PROJECT.
AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL
TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH 3. ALL EXISTING FACILITIEG WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, FOR MORE INFORMATION ON STORMWATEFR POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT
TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE
PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS
OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT.
WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE
TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES ETC.) STATEMENT OF ENGINEER OF WORK
DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET
THE CONTRACTORS RESPONSIBILITY TO PLACE SPREAD, WATER AND COMPACT CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE
THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEERS TRADE OPRO=ESSION. THE ENGINEER
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRAS TO PRODUCE OWNER'S EXPENSE. FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND
SMOOTH SURFACE AND SLOPES CROSS SECTION. THE SLOPES I EXCAVATION AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH
SMOOTH
EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS
WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL DIRECT ROOTS AND ENGINEER SERVICES. IN ITS CAPACITY AS A PUBLIC ENTITY FOR TAE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION
WASTE MATTER EXPOSED OR AND ORDERLY OR EDITION. SLOPES WHICH ARE LIABLE OTHER BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP IA ALL 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF
SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. SAN DIEGO GAS AND ELECTRIC VAULTS. IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF
ENCINITAS AND ITS OFFICERS AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING
16. ALL TREES, BRUSHi GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR
PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE TRAVELED WAYS. EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF
THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM WATER METERS A41ST BE IN FRONT OF THE PARCEL THEY ARE SERVING. THE WORK PERFORMED BY THE 71NEER.
SOILS ENGINEER DEBRIS. APPROVAL N LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS \
SOILS ENGINEER AHdD CITY ENGINEER PRIOR TO THE DISPOSAL O ANY SUCH MATERIAL. BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL SIGNATURE: DATE :'�•1�
URBAN FOREST MANAGEMENT PROGRAM, TREES LOCATED WITHIN CITY STREET RIGHT -O= -WAY, MATERIALS TO BE NO -LEAD BRASS PARTS. BRIAN MICHAEL ARDOLZNO
ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND PASCO LARET SUITER & ASSOCIATES VICES SHALL 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES BE
SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION IAVLESS SPECIFICALLY APPROVED PpFESSIp
OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. 535 N. HIGHWAY 101 O Q GHAEL y�!
OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO SOLANA BEACH, CA 92075
THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE NOTIFICATIONS (858)259 -8212 PASCO LARET BUNTER
IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF RIDE EXPIRES: 12 -31 -17
APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN w m No. 71651 o m
UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF Exp. 12/31/17
OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, x} & ASSOCIATES
IMPERVIOUS AREA HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
IMPERVIOUS AREA PRIOR TO CONSTRUCTION.' 1,611 SF PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS bjq CIVIL CIVIL ENGINEERING +LAND PLANNING +LAND SURVEYING
IMPERVIOUS AREA AFTER CONSTRUCTION: 2,612 SF THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID OF GAiIF� 535 North Highway 101, Ste A, Solana Beach, CA 92075 BMP PROJECT STATUS
INCREASE IN IMPERVIOUS AREA: 1,001 SF UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION Ph 355.259 °E3212 1 fa 8355,259,4812 glsaengineering,com
OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK:
IMPERVIOUS AREA REPLACED: 1,611 SF A. SEWERS - CSD - (760)- 633 -2770 STANDARD
B. GAS & ELECTRIC - SDGE - (760)- 438 -6200
EARThWOW D41A C. WATER -SAN DIEGUITO WATER DISTRICT -1- 800 -227 -2600
D. TELEPHONE SBC BELL - (760) -4B9 -3411
FIELD OPERATIONS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT
-
STEEPEST EXISTING NATURAL SLOPE ON -SITE = NIA E. CABLE TV - COX COMMUNIC4TIONS- (760)- 806 -9809 X -2233
MAXIMUM VERTICAL DEPTH OF CUT = 5'
MAXIMUM VERTICAL DEPTH OF FILL = 2.5' 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO
BEGINNING ANY WORK ON THIS PROJECT. PHONE (760) -633 -2770.
CUT = 525 C. Y. FILL *AIT
EXPORT = 375 C.Y. 3. THE CONTRACTOR SHALL GIVE 24 HOURRS NOTICE ON CALLS FOR INSPECTION. PHONE: 1- REMEDIAL = 120 C.Y. (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT SIG S GN SIGN DATE IGN E GN DATE
(3' -5' REMOVAL AND FECOr1PACTION UNDER BUILDINGS) TO REJECTION AND REMOVAL.
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE A -BUILT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
IL-13-1;? DESCRIPTION: #1042 ENC.- 42 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED :g1}a APPROVED: D GRADING PLAN FOR:
LOCATION.' EAST WING WALL 10 THE 101 It -1.1'1 x'20 li � /��/ -
-
END � NDRTR°60UkD HWY 101 - @_� DATE: 2S�FS MANCHESTER AVENUE
BRIDGE OVER LAGOON VERTICAL: N/A BRIAN M AE A LINO DATE �\ MA IH AHER EDWARD W. DANE II 151.55'G
HORIZONTAL: NIA
RECORD FROM. ROS 18416 R.C.E. NO.: 71651 APE: 261- 053 -20
-- DATUM.' ELEVATION. NAVD88 16 9 / s i3 1 C 2 BRIAN MICHt EL A�DOLINO EXP : 12 -31 -17 DATE Z DATE 3 • Z$ • /7 PLANNING CASE N0: 05 -178 OR /COP 16 -284 SUBC SHEET 1 OF 4
REVIEWER SPECTOR SENIOR ENGINEER
PLSA 2635
mil
NOTES:
LEGEND
1. THE MAINTENANCE OF ALL PROPOSED BMP S WILL BE THE RESPONSIBILITY O BW THE OWERS. THIS WILL INCLUDE ANY POST-CONSTRUCTION AS WELL AS ANY PROPERTY LIB
CONSTRUCTION BAP THAT IS DETERMINED TO NEED TO REMAIN PERMANENTLY OR
FOR A SPECIFIED PERIOD OF TIME AFTER THE COMPLETION OF ALL CONSTRUCTION NEIGHBORING PROPERTY LINE
OPERATIONS. TW -42.0 .
TWCG 5 i PROPOSED CONTOURS 92
2. THE OWNER WILL BE PFESENTED WITH INFORMATION ON SOLIRCE CONTROL BW@EG 4
MEASURES SUCH AS THE PROPER MEANS OF DISPOSING OF POLLUTANTS DIRECTING I
EXISTING CONTOURS - - 90 - -
WAS WATER INTO LANDSCAPING AREAS RATHER THAN INTO THE STREET GUTTER OR TW .0I
STORK MAIN MINIMIZING THE USE HOUSEHOLD CLEANERS AND OTHER PRODUCTS c MASONRY BIOFETENTION PVT. LANDSCAPING AHD /OR
WHEN THEY HAVE THE POTENTIAL TO CONTRIBUTE POLLUTANTS INTO STORM WATER 0 RETAINING BASIN MASONRY RETAINING COMBINED FEND 6 WALL NOT TO EXCEED GAQLMOCOVER TO BE SAW CUT LIFE
TRANSITION PROPOSED ALLEY IMPROVEMENTS G 9 5 WALL � FG 9l.5 200 AMP ELEC. SERVICE WALL PER SOHSD C -3 TW@FS y357 6' UNLESS BOTH WALL &FENCE A OFFSET
AND SPILL CLEAN UP TECHNIQUES. MlAINTAIAED BY, HOMEOWNER
TO EXISTING ALLEY CONDITIONS (MAINTAIN I SDRSD C- 70 SF TW 93,5 PANEL. VERIFY EXACT LOCATION BWIaEG 90 1 HORIZONTALLY. SEE ENCINITAS PLANNING. IN PERPETUITY!, PER EM RA
3. IN THE EVENT THAT LANDSCAPING MATERIALS ARE REQUIRED TO STOCK- MIN !% SLOPE @ FLOWLIAE ALLEY) IN FIELD WITH SDG&E TEMPORARY c gyp) CENTERLINE -
PILED, THE STOCKPILES WILL BE LOCATED OUTSIDE OF ANY DRAINAGE COURSE IN I 3 TW 92.0 935 3f1 SEE SHORING PLANS TW 97.06 DOC �1 �3C
ORDER TO REDUCE THE POTENTIAL FOR STORM WATER TO COME IN CONTACT WITH DISTRICT TO INSTALL 1" LATERAL TW@FG 91.5 � 91.0 = ny 83 TW' 96.83 -� - -- DRAINAGE DIRECTION
AND SUSPEND THE MATERIALS WITHIN ITS FLOW. IN ADDITION TO THE LOCATION AND DUAL METER PER WAS WS TW@FS 93.57 TWOS 93.57 CLEANOUT TW 97.06 TWDEG 93.5
-q9�- 8w@EG 90.6_11__
OF
THE STOCKPILES WEN THE STOCKPILES WILL REMAIN IN PLACE FOR THE WC -17 AT OWNERS EXPENSE C 3° TW y2.0_.@S3 5,7 „BWG TIFFS 93.57 BW�EG 90 93 IE 91.6 TW@FS 93.57 TiV@FS 9357 BW@EG 91.40 �C- --3 FLOWLIAE '-
C'O1RSE OF MORE THAN 1 DAY, THEN THE STOCKPILE WILL DE ADEQUATELY COVERED G,_90 83A ., BW G 91.06 BW@EG 91.06 97.06 j
TW@FS 92.0 BW@EG 90 BUILDING FOOTPRINT
SUCH THAT PRECIPITATION WILL NOT BE CAPABLE COMM IN CONTACT WITH iFL 89.9 P 5' FENCE PER B " ' ' STA 1+50.00 15.00' LT - - - - - - - - -
TFE STOCKPILED MATERIAL. G 91.5 . , f 3.5 GUANO a _
4. THE PROPOSED IRRIGATION SYSTEM WILL HAVE AN AUTOMATED RAIN SAITOFF ARCH, ING ML�i9 46E x'00' I RAC `Q MATCH EXISTING IMPROVEMENTS
& 3 PVC STORM DRAIN PIPE - - - - - - - - -
DEVII WHIG WILL DISCOVTINIE If#?IGATZO! IN THE EVENT RAIN AND IF TW 92.0 FS 902
THE SOIL IS SIFFICIENTLY SATURATED. TW@FG 91.0 W - * * 3.57, _ T : " { y -_ y -
STING
!% LZGffR
1% TG 92.9 FL 90.89 RETAINING WALL F'ER SDRSD C -3
5. THE PROPOSED IRRIGATION SYSTEM WILL 8E tROUTINELY INSPECTED AND BW@FG 90.3 FL 90.0 93 57 -: - - �� IE 91.7 PROPOSED Cf &GUTTER PCC PAVING
MAINTAINED TO ENSILE THAT OVER WATERING IS MINIMIZED BROKEN DE �+ 9 - - T, W W
MALFUNCTIONING SPRINKLER HEADS WILL BE REPLACED AS NEEDED, AND IN THE �' 90 3 E OVER�I
'OW FS 3.25 I FS 93.6 f 5, F'EH SDRSD G -2 (50 LF)
LIMIT DE GRADING
EVENT THAT ANY IRRIGATION PIPING DEVELOPS CRACKS LEAKS OR BREAKS FS 90.3 y lDA_Eil I APNk 262- 053 -20 i 4 • FENGME } BIORETENTION BASIN
REPAIRS WILL BE ARRANGED FOR AAA] THE IRRIGATION SYSTEM WILL EITHER BE HATCHED AREA REPRESENTS PROPOSED H�TAINIMG 10.7%1TG 92 "0 IE OUT I PROPOSED R�SIDEMCE I III 5 11
SHUT -DOWN ENTIRELY OR THE PROBLEM AREA WILL ISOLATED AND TAKEN TURFBLOCK REINFORCED GRASS STRIPS FOR $AB n . WAL'L..P€Rt., -, -. - .. _ 92.0 UNIT ! I PROPOSED }
DEFLINE IF POSSIBLE UNTIL THE PROBLEM IS CORRECTED. TO BE PRIVATELY MAINTAINED AND NOT TO BE SDFISD C 2 I GARAGE I MAIN LEVEL -._ - I $' SAW CUT LI ° � PROPOSED SEWER LATERAL S
MODIFIED WITHOUT A PERMIT FROM THE CITY I -� -�� I - - � FF 93.67 IE 81. I 4, d II ,° �
6. FOR STORM WATER POLLUTION CONTROL PUSS ALL RUMFF FROM ALL ROOF ENCINITAS. {TYPICAL ALL DRIVEWAYS) PAD --93.0 IE 7 .! I 4f 4' WIDE
DRAINS SHALL DISCHARGE ONTO (MASS AND LANDSCAPE AREAS PRIOR TO IE 82.1 BASEMENT W <' AREA PROPOSED WATER SERVICE W
COLLECTION AMA) DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM PROPOSED 4" SEWER LATERAL 10 3 %I I I FF =$3.0 FS 82.9
PER SDRS7 SS -01 FS 8357 PA0=82.33 ( S2.8 T6' 92.9 STA 1+25.001 15.00' LT EXISTING SEWER MAIN
DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER "� I
POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE Cm. DISTRICT TO ABANDON � 4 � - - - _ -_ _ _ _ _ - - � IE 91.9 I TC 92.04
EX WATER SERVICE AT FL 90.1 c . FS 9325 LIGHT WELL �� 81.8 ai FL 91.54
7. OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING OWNERS EXPEL FS 90.4 ar - - - - } $ EXISTING WATER MAIN
DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF d FS 93 25 LIGHT WELL F .0 �+ �
WAY. FAILLRE TO DO SO WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE PROPOSED IMPROVED ALLEY FS 90:4 co r
_ - = __ � }
AND DOUBLE PERMIT FEES. IT IS THE RESPONSZBLIBITY OF THE OWNER TO KNOW I I
WITH AC PAVEMENT AND 3' WIDE r� I TG 82.8 �� 3.5' WOOD FENCES CONCRETE RIBBON GUTTER
WHERE THE LOCATIO THE PROPERTY LIRE IS. w
PCC RIBBON GUTTER , 10 1 FS 82.9 FS 82.9 WELL AT PROP. LIME
�i IE 82.1 AF'MC 261 -053 20 I
B. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED PROPOSED PCC RIBBON ;'WALLA I TW 92.0 I pgppOSEO RESIDENCE I �"
GUTTER FLOWLIAE DIRECTION i TRIES 92.0 ( UNIT 2 TG a2 r G r lld ': a ti g 91.9 I ( PROPOSED SIB &PUMP
9. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY (1% MIN SLOB SDFtSO � 2 O�FFLO � 8M@FG 91.5 I MAIN LEVEL IE 81.8 I � III I
LIMES. WATER IS TO DRAIN AWAY FROM STRJCTUAES FOR A MlNIMAAN OF 5 FEET 3" REEF. I� ET ( GARAGE I FF =93.67 sm & PUMP III F1'S8 ALL NCO COBBLE DISSIPATOA
PROPOSED 4" SEWER LATERAL PIPE 1Gi 92.0 IE OUT PAD =93.O 4 .
AT 2 PERCENT AND BE COWYED TO AN APPROVED DRAINAGE FACILITY. F'ER SDRSD SS -0! FL 902 10. % C 92.0 ( Q�3' BASEMENT; S TE 79 81.1 II = ARC-RITECT
FS 90 i o- I/ FF =83 0 I :' DRAWING
10. EROSION COVTO MEASLES (E.G. BOLD FIBER MATRIX VEGETATIVE COVER TW 92.0 `� . FS 93.25 d'f. 9357 PAD 33 � �J: AEG � TG 92.9
JUTE MATING) MAST BE IMPLEMENTED WERE APPLICABLE TO PREVENT SOIL / v n S 82.9 \ . IE 91.7
EROSION ON SITE. SEDIMENT CONTROL MEASLFES (E.G. SILT FENCING, FIBER TWDEG 91.0
ROLLS GRAVEL BAGS) MUST BE IN PLACE TO PFEVENT ERODED SOIL FROM BW@FG 90.5 905 -� �- * - 1s _ :_ c - - _ -� .. 20' FS 90.5 12'X42" PCC S 93.25
LEAVING SITE. MATERIALS MANAGEMENT BMP MET ALSO BE FOLLOWED TO ENSURE W � � � .� � - � _ - ` - F
NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER
Fs 93.51 1% .; 1% - !% m TW 97.07 BANDING 10.5% GARAGE FF
FG 91.5 - ew 93.57 ALLEY
BIOFETENTION BAs
QUALITY STORAGE AR DOOR HAZARDOUS DOUS CONCRETE OR STUCCO WASHOUT AREAS - 3.5' GUARD FS 93.57 ~ STA 1 .00 15.00' LT
CO e
VEREO STORAGE AREAS FOR HAZAFOOJS MATERIAL F'LA T � T v
S C,EIEN PORTABLE 69 TW@FS 93.57 S59 120 46 W 99.99'
TOILETS OVER A PERVIOUS SUJFFALr`J TH 82.0 J f . y� y'l;;, - �'_.3._ --,-
DISTRICT TO INSTALL WAS TW 92 BhWEG 90.77 TW 97.31 LIGHT RAC I p q BEGIN c-2 ! CURB s GUTTER BASEMENT FF
11. NO DIRECTLY RUNOFF IMPERVIOUS AREAS (YED SHALL R ALLOWED. AND DUAL METER PER WAS WS-09, TW@FG 91 5 TW 97.31 WELL TW 97.07 LIMIT DF MATCH EXISTING IMPROVEMENTS
DCIA MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS WC -17 AT OWNER S EXPENSE � S@FG 1'S 7�{y g3.5 TW@FS 93.57 (LEANOUT '
BWIdEG 90.2 BWaEG .8 BW@EG 91.31 TW@FS 93.57 ITr@FS 93.5 GRACING E 1 TO 92.69 =/4 C FosNL °D
AREAS SUCH AS ROOF ROOF DRAIN DRIVEWAY, AND STREET. BAP MEASURES TW(aFS 93.5 BWDEG 91.62 TW@FS, 93.57 IE 91.6 BW@EG 9i. FL 92.19 AOGK (TOP)
SHALL BE IDENTIFIED ON THE SITE FLAN. MOST COMMON MEASURES ARE TRANSITION PROPOSED ALLEY IMPROVEMENTS TW 99;:0 ; ; BW@FG 91.0 TN@FS 93.57 BWUUEG 91.62 TWtES 93.5 TW 97.07
DESIGNATED TUFF AREAS WHICH RECEIVE ROOF DRAINS AND RUANOFF FROM TO EXISTING ALLEY CONDITIONS (MAINTAIN I� 5' FENCE PER BW@EG 91.86 TEMPORARY ?SHORR (TOP) I
IMPERVIOUS AREAS. TURF AND LANDSCAPED AREAS THAT ARE DESIGNED FOR MIN 1% SLOPE @ FLONLINE OF ALLEY) BW@FG 90.5 ARCH. DRAWING BIYiEG 9131 SEE SHORING CLANS TW@FG 93.5 I SECTION C - DRIVEWAY
BAPS SHALL BE DELINEATED ON PLANS AND A NOTE PLACED ON PLANS , ; . MASONRY RETAINING BW@EG 92.70
PROHIBITING MODIFICATION OR REMOVAL OF THE BMP LANDSCAPE AREAS 9 xj M T)S 1kj( _ . ..... ____,_ ,.. __ - _
WALL PER SDRSD C -3 ar COMBINED FENCE & WALL NOT TO EXCEED NTS
WITHOUT A CITY PERMIT. 200 AMP ELEF'. SERVICE r 6' UNLESS BOTH WALL & FENCE AFE OFFSET I
WAASOAA:IY RETAINING PANEL. VERIFY EXACT LOCATION 2- HORIZONTALLY. SEE ENCINITAS PLANNING.
APPROXIMATE LOCATION OF � BJ�$Li2 WALL PER SDFLSD C -3 � IN FIELD WITH SDG&E
ROOF DRAIN NOTE: FOR STORM WATER POLLUTION CONTROL PURPOSES ALL RRUVOFF EX 6" ACP WATER MAIN `-
FROM ALL DRAINS STALL DISCHARGE' ONTO GRASS AND LANDSCAPE AREAS PRIOR TO 1 i�rrf{ ��'� TW 92.0 IE OUT TW 93.5
COLLECTION AND DISCHARGE ONTO THE STREET ARDIOR INTO THE PUBIC STORM � n ab _ ..r�msa • _ R, , F4� SuEfdCr. i r � '-
DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER 1 ' 92.0
POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. °PCC 3" °vEtFlow I ( FG 90.3 BIORETENTI . - ASIN FG_ 915 - - -
GRADING MOTE ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE
L WELL- DRAINED SOILS OR
4
p BANDING 'PIPE TOLERANT PLANTS FORT
TW 92.0 } „ '
APPLICANT S PROPERTY. IF ANY DISTU�ANCE TO ADJACENT PROPERTIES IS - y s
ANTICIPATED AS A RESULT OF ANY PROPOSED WORK OR AT THE DISCRETION OF � * � CITY APPROVED EQUIV. � ALLEY � �' ' _ COBBLE
THE CITY FIELD INSPECTOR. A WRITTEN LETTER OF PER41SSSION FROM THE PUMP FOR COLLECTION OF PERVIOUS PAVER 2" HARDWOOD MULCH - -
ADJACENT PROPRTY OWNER MUST BE DETAINED AND SA�NITTED TO THE CITY PRIOR I STORMWATER IN LIGHTWELL DRIVEWAY COVER OR CITY RO R COBBLE
.� ^ITT
TO START DE ANY SUCH WORK. ANY DISTUFBANCE' ON THE ADJACENT PRIVATE DALY. DEWATERING OF APPROVED EQUIVALENT W I OW 3" ' PERFORATED
PROPERTY THAT HAS NOT BEEN PREVIOUS Y AUTHORIZED IN WRITING AND BASEMENT NOT PERMITTED. 6" I ( 40' I SUBDRAIN PIPE
SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE'
PROJECT UNTIL THE REOUINED PERMISSION IS DETAINED. CONCRETE WALKWAY
BUILDING WALL _ 20' 20'
HaVAENT NOTE 1 r 18" ENGINEERED SOIL I 1
THE COVTRRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AHD /OR SEE SIB NOTE ' g5' 15' SECTION D - BIORETENTION BASIN
BENOMRKS WHICH WILL BE DISTLBSED OR DESTROYED BY CONSTRUCTION.
SUCH POINTS SHALL BE REFERENCED AID REPLACED WITH MATE 2" 3/8" GRAVEL
L DEPTH STEEL COVER. ' �" `` �� � i
MONUMENTATION BY A LICENSED LAND SURVEYOR OR A REGISTERED CIVIL LIGHTWELL � PER @BOTTOM OF
ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORER FECORO PLANS LIGHT WELL
OR RECORD OF SURVEY, AS APPROPRIATE SHALL BE FILED BY THE
t'..: ; .y ••' 4ti: �t• i {��•' EG 90.4
LICENSED LAID SURVEYOR OR THE REGISTERED CIVIL ENGAGER AS �, • :� j .` -.. ' := 5' 3.5 5'
GATE VALVE :Y FF BASEMENT :- �:: 1.5" X 18" GRIND
REQUIRED BY THE LAND SURVEYORS ACT TO
3 PVC DISCHARGE TTOIBMP +,"f' he' i~~ f j:: r _' I ~ & OVERLAY
NOTE TO fxNRRACTO4 s',
12" O= 3/4" GRAVEL
LANDSCAPE AREA PER - �' - t u 3
UTILITIES ARE KNOWN TO EXIST IN THE AREA. INFORMATION SHOWN HEREON PLAN. Ti 7= I "* SEE IOFE BELOW 29
IS PER BEST AVAILABLE RECORD INFORMATION. EXACT HORIZONTAL AND � I � � CHECK VALVE
L _
VERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN. CONTRACTOR TO " =1° ;- r- MASONRY HET. WALL MASONRY -7. WALL. �-
FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO ORDERING -i - I PER SDRSD C -2 PER SL�Q C -3 3" F�ORATED �{ I
MATERIALS AID CONSTRUCTION. CONTRACTOR STALL NOTIFY EMGIMEERR OF * SUIBDR41N PIPE
FIBERGLASS PUMP BASIN TO BE nN HYDAOMATIC SK60A2 NON CLOGGING
INSTALLED AT BOTTOM OF
0
Pr
BUILDJVG WALL
I
WORK ANY DISCREPANCIES BETWEEN ACTUAL LOCATION AND PLAN SUBMERSIBLE PUMP W /O.6HP, 1750RPM, i I -: =i s �I -1 : , , -! I ` - -s "� �� I- s i� -� i EXISTING SIDEWALK
LOCATION OF UTILITIES UPON DIS'C'OVERY DE DISCREPANCY. LIGHT WELL 23011160 MOTOR AND INTERGRAL LEVEL `SECTION E - BIDRETENTION BASIN PROPOSED 4' WIDE � I ; � j j � (; � � I I � j j � U � ���_ I
CONTROL SWITCH (SEE SPECIFICATIONS NITS DG AREA ; -1 CONCRETE WALKWAY-
CONTROL
CALCIXATRCNV AND DETAILS PER BARRET IN BIOFETENTION 'ENGINEERED SOIL" LAYER SHALL BE MINDCMM 18" DEEP REMOVE AND REPLACE EXISITNG EXISTING CURB &GUTTER
6RO55 LOT AREA =4,960 5F ENGINEERED PUMPS) OR EQUAL "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX CURB WITH STANDARD SDRSD EXISTING AC PAVEMENT
STALL CONTAIN 50-60% SAW 20-30% COMPOST OR HAROWOORD MULCH AM G -2 CURB & GUTTER NOTE:
TOTAL AREA EXEMPT =4,510 5F DETAIL - LIGHTWELL SUMP & PUMP 20 -30% TOPSOIL, FREE OF STOLES STUFFS, ROOTS OR SIMILAR OBJECTS REMOVE AND REPLACE EXISTING CONTRACTOR TO TRANSITION PROPOSED
PRON AHANfA CALCULATION AND ALSO FREE OF NOXIOUS WEEDS. STREET IMPROVEMENTS TO EXISTING STREET ?
PAVEMENT WITH 4" AC OVER EX 90.85
NTS CONDITIONS TO THE SATISFACTION OF THE
mm 3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE 6" CLASS II AGGREGATE BASE CITY ENGINEER.
TOTAL LANDSGAr'E AREA 42.9xOb2x150 = 3,490 ETO __.
NTS
FS 93.57
DEEPENED TO INCEAS= THE INFILTRATION AND STORAGE ABILITY THE ! I.--•1
R °w 15 DETAIL R °W s" x 16" PCC FLUSH TYPICAL SECTION - MANCHESTER AVENUE llq'
L'LFB OR DEEPENED
PL PL I G-1 CLUB NTS 6' MAX SDRSD C -3
V 7.5' 7.5' VOID FILLER - 118" TO 318" UNO.8) RETAINING WALL
t APPROVED pERVI FF BASEMENT
( PROPOSED MASONRY I PAVERS W/ MIN. 318" VOID
SDRSD CNG3 WALL PER I 1 3 AGGREGATE IN VOIDS SECTION A
5' BEDDING LO(UfSE - 2" THICK OF NTS
5' BUILDING WALL (TYPICAL) 3/e" I I -1/8" TO 318" (M.8) AGATE '
PROPOSED MASONRY 2% 3/8" 2 %_ 4" - CHOKER COURSE - 4" THICK OF 4r
RETAINING WALL PER 318" TO 112" (N0.57) DIED ROCK
FS 93.57 SDRSD C -3 FS 93.57 n
•° n _ MIN 6" THICK OF 3/4°
FfiW AL MFFm93.67 6' MAX (TOP.) 3,
ROCK
EX (90.81) EX (91.25) 4" AC OVER SOIL S19GRADE Q�OFESSIpA,q
�O SCHAEL 4
CONCRETE WALKWAY CONCRETE WALKWAY 6" CLASS II AB 8" THICK PCC RIBBON GUTTER Q2 90o�m
EX 6" ACP OVER 6" CLASS II AB PERVIOUS PAVER DETAIL �Q <� Z PASCO LARET SUITER
EXISTING GRADE EXISTING GRADE WATER MAIN w m No. 71651 o m & ASSOCIATES
Pl�83.0 TYPICAL SECTION -ALLEY -AALL AGGREGATE MET BE CLEAWAS•ED AND NTS
FREE OF FINES (SAW SILT, ETC) � Exp. 12/31/17 �
NOTE: NTS -THE PAVER SHALL NOT BE SEALED ONCE' THE VOID FILLER HAS BEEN ADDED GRAPHIC SCALE 1 " =10 {� y} CIVIL ENGINEERING +LAND PLANNING +LAND SURVEYING
SECTION B CONSTRUCTION MATERIALS SHALL CONFORM -EACH COARSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COARSE S'T4 CIVI1- Q 535 North Highway 101, Ste A, Solana Beach, (CA 92 975
NTS T ORKHECST STANDARD ANENT EDITION PUBLIC -MO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED 7F
- SPECIAL APPROVAL FEOUIFED IN HIGHLY EXPANSIVE SOIL - 9- BOR41N MAY BE REQUIRED 0 10 20 30 OF CO- Ph $58b.25D.>32ll2 I fa S5S.25R.4SIl2 I plaae�gl�eeanag.c ®ffi
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE A - ILT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - ° UBLIC WORKS DEPARTMENT DRAWING NO. UMA Z -13 -1 DESCRIPTION: PT. 1039 ENC -39 _ PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED' GRADING PLAN FOR
LOCATION _E,4ST WING WALL OF TFE NORTH -__ HORIZONTAL: 1 "=10' 2348 MANCHESTER AVENUE
OF MDATHBOUVD HWY 101 11 t. I� DATE: tot -11 H • - cD -- . N 13155 -G
BRIDGE - MASZH MAHER EDWARD W DEANE II
OVER VERTICAL: N/A BRIAN AEL ARDOL DATE R.C.E. NO.: 71651 APN: 261- 053 -20
FROM: ROS 18416
ELEVATION 16.93.. (IyJ I II•I LA'( ?.�/ BRIAN MICHAEL OLINO EXP.: 12 -31 -17 DATE DATE 5.?-S./'7
DATUM: NAVD88 - ,
REVIEWER INSPECTOR SENIOR ENGINEER, L �- - PLANNING CASE N0: 05 -178 DR /GDP 16 -284 SUIBC SHEET 2 OF 4
PLSA 2635
I
U
A
--�- °d
COARSE
AGGREGATE
FILTER
FABRIC
/ m•
VA
1.1' MIN., UNLESS OTHERWISE
SPECIFIED BY A SOILS ENGINEER
SBCr=A AA
13
m • m• e
m
i •
W ° m m
A
m
_j m• • m� e ® a
.e •
a
A ed 4 m °
m
° ®d • e
19' RADIUS A
MIN.
50' MIN.
f�
CONSTRUCMNE RntANC8 ('DC-1)
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
ORIGINAL
GRADE
WIDTH AS REQUIRED
TO ACCOMODATE
ANTICIPATED TRAFFIC
2 STAPLE WIRE FENCING TO
THE POSTS
FILTER FABRIC a�
WIRE
I V Gi
CHANGE NO.I DESCRIPTION
r :♦, r
� 6_u
GRAVEL BAGS OVERLAP
ONTO CURB -�
A
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
NOTE
CONTRACTOR TO MODIFIY CONSRUCTION
ENTRANCE IN THE FIELD AS NECESSARY
CONSTRUCT SEDIMENT BARRIER AND
CHANNELIZE RUNOFF TO SEDIMENT
TRAPPING DEVICE
LEGEND
HATCHED AREA REPRESENTS
CONSTRUCTION ENTRANCE
GRAVEL BAGS =00000000
SILT FENCE —X X—
PROPOSED �Q
t SILT FENCE
(TYP.)
-9,.
-
__ -
F _--- —
�-
x =�
T;
,.
AL
r 7 / 7_
t as - _ 1
I ; � ty < °y`` ?�ti ��y' •l w, a r •`r x I F � P �� ,il i. i'
s ,
s i , 1- 053 -20
s , y , . I . 4• :4
UNIT 1
A PAt 26 I
t
171"
j y " -
— w �. - - - GRAVEL BAG
(.
_.-�
F_ w_.-.. �� _� � G � � INLET PRO7ECI�ION
(TYP.)
CHAT 2
! APO. 261- 053 -20 ¢ ? s
LZ
! i
t i ;
j
s
E � t
I �1
3 FT (0.9 M) MIN.
THREE LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
GRAVE. BAGS (SC-4)
APPROVED DATE BENCHMARK SCALE
CC.WI I '13'1 DESCRIPTIONt PT. 1_039 ENC -39
LOCATION: EAST WING WALL OF THE NORTH
END OF NORTHB HWY 101 HORIZONTAL: 1`10'
BRIDGE OVER LAGOON VERTICAL: N/A
- RECORD FROM: ROS 18415
ELEVATION: 16.938'
DATUM: NAVD88
GRAVEL BAGS OVERLAP
THREE LAYERS OF GRAVEL BAGS
RUNOFF NTH ENDS OVERLAPPED
ROM PROTE(.nM (SCE
1 w Tv
FILLED
BAGS
�o
FLOW
GRAVEL
BAG ROW SPACING TABLE
GRADE
INTERVAL
LESS
THAN 2%
100'
2%
TO 4%
50'
4%
TO 6%
40'
6%
TO 8%
25,
DIRECTION
(TYP)
GRAVE. BAG CEEVRON3 (SC-6)
ILT U=1UNLU CT: I UHAWN tfT: 1 LoNjIUKtU CT: ENGINEERING DIVISION APPROVALS
RMA 13M \ PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED'
J DATE: 3.1 1�I - / 41111 a� L-G
IL I I� - - - - - -- -- -
140 T AA MAHER EDWARD W. DEANE II
'IL(i R.C.E. NO.: 71651
CLM 12 -13 -17 BRIAN MICI-REL ARDOLINO EXP.: 12 -31 -17 DATE 3/23 1 DATE ,3.28 • �7
SENIOR ENGINEER -
No. 71651
Exp. 12/31/17
GRAPHIC SCALE 1 " =10'
0 10 20 30
PASCO LARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North highway 101, Ste A, Solana Beach, CA 92875
ph 858.259.8212 ( fz 558.259.4512 1 glsaem8ineeaing.c®m
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
NTROL PLAN FOR:
2348 MANCHESTER AVENUE
APN: 261- 053 -20
ISE NO 05 -17B DR /COP. 16 -2B4 SLCC
DRAWING NO.
13155 -G
SHEET 3 OF 4
PLSA 2635
CHANGE
DESCRIPTION
SEE SETBACK TABLE
SURCHARGE X
(MATERIALS &
EQUIPMENT)
4' -TALL SBH SLIDE
RAIL PANEL (TYP)
8' -TALL SBH SLIDE
RAIL PANEL (TYP)
SURCHARGE
(MATERIALS &
EQUIPMENT)
4' -TALL SBH SLIDE
RAIL PANEL (TYP)
8' -TALL SBH SLIDE --
RAIL PANEL (TYP)
;7
1
- 48' -5"
B SECTION - PHASE I
4 SCALE: 1/8' =1 =0"
4�
SEE SETBACK TABLE
48' -5"
X MAX
(RAIL TO RAIL)
18' -LONG SBH DOUBLE SLIDE
RAIL MIDDLE POST (TYP)
10' -0°
SBH DSR ROLLING STRUT ASSEMBLY
TO BE RELOCATED TO POSITION
SHOWN ONCE RAILS ARE BLOCKED
TIGHT TO CURED CONCRETE SLAB
18' -LONG SBH DOUBLE SLIDE
RAIL MIDDLE POST (TYP)
n n �
4, -0„
12' -0"
1 C' -3" MAC
MAX I 10' -0"
T 8' -0" MAX
l' -9° 4-4
1 SECTION -PHASE 2
a 4 SCALE
APPROVED DATE BENCHMARK SCALE
L 14 IVI.5-11 DESCRIPTION: PT. 1039 ENC -39
LOCATION EAST WING WALL OF THE NORTH
END OF NORTHBOUND HWY 101 HORIZONTAL: 1"=10'
BRIDGE OVER LAGOON
RECORD FROM: ROS 18416 VERTICAL:. NIA
ELEVATION: 16.938
DATUM: NAVD88
MIN 12x12 HARDWOOD TIMBER BLOCKING
INSTALLED TIGHT BETWEEN RAIL AND
CURED CONCRETE, AND SECURED IN
PLACE BY CONTRACTOR (TYP)
AS —BUILT
BRIAN MICHAEL ARDOLINO DATE
Ma ii•t�n I Ct-M /L-l3�
REVIEWER I INSPECTORI SENIOR ENGINEE
rom
t
U -LUIVV JUI I uVUULL JLIUL RAIL PANEL (TYP)
RAIL MIDDLE POST (TYP) PLAN VIEW L'
SCALE: 1/8' =1'-0" _
SETBACK TABLE
tST:
SHORING DESIGN PLAN
X =
1. EXCAVATOR WILL INSTALL THE PLATE$ AND POSTS WITH ITS
2348 MANCHESTER AVENUE
BACKHOE IN CONJUNCTION WITH EXCAVATING THE HOLE,
7'
CARDIFF, CA
X =
SUPPORT SOILS DURING EACH PHASE.
TRENCH SHORING COMPANY
2, EXCAVATION WILL PROCEED FROM THE CENTER OF THE
12'
RYAN ORTMAN
X =
3. ONCE THE HOLE HAS A DEPTH OF 5-0 ", THE CENTER
CHANGE
DESCRIPTION
SEE SETBACK TABLE
SURCHARGE X
(MATERIALS &
EQUIPMENT)
4' -TALL SBH SLIDE
RAIL PANEL (TYP)
8' -TALL SBH SLIDE
RAIL PANEL (TYP)
SURCHARGE
(MATERIALS &
EQUIPMENT)
4' -TALL SBH SLIDE
RAIL PANEL (TYP)
8' -TALL SBH SLIDE --
RAIL PANEL (TYP)
;7
1
- 48' -5"
B SECTION - PHASE I
4 SCALE: 1/8' =1 =0"
4�
SEE SETBACK TABLE
48' -5"
X MAX
(RAIL TO RAIL)
18' -LONG SBH DOUBLE SLIDE
RAIL MIDDLE POST (TYP)
10' -0°
SBH DSR ROLLING STRUT ASSEMBLY
TO BE RELOCATED TO POSITION
SHOWN ONCE RAILS ARE BLOCKED
TIGHT TO CURED CONCRETE SLAB
18' -LONG SBH DOUBLE SLIDE
RAIL MIDDLE POST (TYP)
n n �
4, -0„
12' -0"
1 C' -3" MAC
MAX I 10' -0"
T 8' -0" MAX
l' -9° 4-4
1 SECTION -PHASE 2
a 4 SCALE
APPROVED DATE BENCHMARK SCALE
L 14 IVI.5-11 DESCRIPTION: PT. 1039 ENC -39
LOCATION EAST WING WALL OF THE NORTH
END OF NORTHBOUND HWY 101 HORIZONTAL: 1"=10'
BRIDGE OVER LAGOON
RECORD FROM: ROS 18416 VERTICAL:. NIA
ELEVATION: 16.938
DATUM: NAVD88
MIN 12x12 HARDWOOD TIMBER BLOCKING
INSTALLED TIGHT BETWEEN RAIL AND
CURED CONCRETE, AND SECURED IN
PLACE BY CONTRACTOR (TYP)
AS —BUILT
BRIAN MICHAEL ARDOLINO DATE
Ma ii•t�n I Ct-M /L-l3�
REVIEWER I INSPECTORI SENIOR ENGINEE
rom
t
U -LUIVV JUI I uVUULL JLIUL RAIL PANEL (TYP)
RAIL MIDDLE POST (TYP) PLAN VIEW L'
SCALE: 1/8' =1'-0" _
SETBACK TABLE
tST:
GENERAL SHORING NOTES:
X =
1. EXCAVATOR WILL INSTALL THE PLATE$ AND POSTS WITH ITS
1. SHORING DESIGN IS BASED ON SOILS CONSISTING OF 35
BACKHOE IN CONJUNCTION WITH EXCAVATING THE HOLE,
7'
POE, AS OUTLINED IN GEOTECHNICAL REPORT PREPARED
X =
SUPPORT SOILS DURING EACH PHASE.
BY GEOTEK (DATED 1/4/17) PROVIDED BY THE
2, EXCAVATION WILL PROCEED FROM THE CENTER OF THE
12'
CONTRACTOR. CONTRACTOR SHALL CONTACT ENGINEER IF
X =
3. ONCE THE HOLE HAS A DEPTH OF 5-0 ", THE CENTER
DIFFERING DESIGN PARAMETERS APPLY OR REPORT IS
CROSS MEMBER WILL GO IN AND WILL BE LOWERED AS THE
5'
REVISED AT ANY TIME AFTER THIS DATE.
X =
OF THE HOLE TO CENTER OF THE CROSS MEMBER WILL
2. DURING SHORING INSTALLATION, CONTRACTOR TO TAKE
NEVER EXCEED 7' -0" PER THE DETAIL.
8'
SPECIAL CARE TO PROTECT ADJACENT PROPERTY BY
X =
THE SAME METHODOLOGY UNTIL THE HOLE IS DUG TO
ADVANCING PANELS AS FAR AHEAD OF EXCAVATION AS
EXCAVATION GRADE AND ALL CROSS MEMBERS ARE IN PER
10'
POSSIBLE (MIN. 18 "), AND MONITORING AND IMMEDIATELY
BACKFILLING ALL VOIDS TIGHT WHICH DEVELOP BETWEEN
FACE OF EXCAVATION AND SHORING. IF SITE SOILS ARE
HARD, AND ADVANCEMENT OF PANELS WOULD CAUSE
EXCESSIVE VIBRATION, CONTACT ENGINEER.
3. DURING SHORING REMOVAL, BACKFILL AHEAD OF PANEL
EXTRACTION (MIN. 18 "), AND ENSURE ALL VOIDS ARE
IMMEDIATELY BACKFILLED TIGHT AS SOON AS THEY
DEVELOP.
4. SLIDE RAIL SYSTEM SHALL BE CERTIFIED SBH ASSEMBLIES.
PE STAMPED TABULATED DATA SHALL BE PROVIDED AT
JOBSITE, AND MANUFACTURER'S TABULATED DATA APPLIES
EXCEPT AS IS NOTED HERE.
5. PROVIDE ACCESS, BARRICADING, AND FALL PROTECTION, IN
ACCORDANCE WITH ALL OSHA GUIDELINES.
6, SHORING MUST BE PROPERLY INSTALLED PRIOR TO
WORKERS ENTERING EXCAVATION. WORKERS MAY ONLY
ENTER, EXIT, AND WORK WITHIN SHORED AREAS.
7. STEEL SHAPES TO BE ASTM A572 OR, 50 OR A992, MIN
FY = 50 KSI.
8. STEEL SHAPES SHALL BE IN GOOD CONDITION AND SHALL
BE FREE OF ANY HOLES OR VISUAL DEFECTS.
9. GROUNDWATER LEVEL MUST BE MAINTAINED AT OR BELOW
THE MINIMUM LEVEL SHOWN ON THESE PLANS AT ALL
TIMES. IF DEWATERING SYSTEM IS NECESSARY TO ACHIEVE
THIS, IT IS THE CONTRACTOR'S RESPONSIBILITY FOR
DEVELOPING, INSTALLING, AND MONITORING DEWATERING
SYSTEM, AND VERIFYING THAT THE GROUNDWATER LEVEL
BEHIND THE SHORING WALLS HAS BEEN LOWERED AT
LEAST TO THE MINIMUM LEVEL SHOWN ON THESE PLANS
AT ALL TIMES. IF CONTRACTOR IS UNABLE TO LOWER THE
GROUNDWATER TO THE LEVEL SHOWN, CONTACT THE
SHORING ENGINEER IMMEDIATELY.
10. D.H. CHARLES ENGINEERING, INC. WILL NOT SUPERVISE,
DIRECT, CONTROL OR HAVE AUTHORITY OVER OR BE
RESPONSIBLE FOR CONTRACTOR'S MEANS, METHODS,
TECHNIQUES, SEQUENCES OR PROCEDURES OF
CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND
PROGRAMS INCIDENT THERETO, OR FOR ANY FAILURE OF
CONTRACTOR TO COMPLY WITH LAWS AND REGULATIONS
APPLICABLE TO THE FURNISHING, OR PERFORMANCE OF
WORK.
11. VERIFY THE ACCURACY OF ALL DIMENSIONS FOR BOTH
EXISTING AND PROPOSED WORK. VERIFY THAT REQUIRED
CLEARANCES ARE OBTAINED PRIOR TO COMMENCEMENT OF
THE WORK.
12. VERIFY THE LOCATION OF EXISTING UNDERGROUND
UTILITIES PRIOR TO COMMENCING THE EXCAVATION.
13. TRENCH SHORING AND D.H. CHARLES ENGINEERING, INC.
BEARS NO RESPONSIBILITY OR LIABILITY FOR ANY
SETTLEMENT, MOVEMENT, OR DAMAGE OF ANY KIND THAT
MAY OCCUR TO SURROUNDING SOILS, EXISTING BUILDING
STRUCTURES, OR UTILITIES DUE TO SHORING INSTALLATION,
DEFLECTION, REMOVAL, OR OTHER CONSTRUCTION
ACTIVITIES.
CHANGE
DESCRIPTION
SEE SETBACK TABLE
SURCHARGE X
(MATERIALS &
EQUIPMENT)
4' -TALL SBH SLIDE
RAIL PANEL (TYP)
8' -TALL SBH SLIDE
RAIL PANEL (TYP)
SURCHARGE
(MATERIALS &
EQUIPMENT)
4' -TALL SBH SLIDE
RAIL PANEL (TYP)
8' -TALL SBH SLIDE --
RAIL PANEL (TYP)
;7
1
- 48' -5"
B SECTION - PHASE I
4 SCALE: 1/8' =1 =0"
4�
SEE SETBACK TABLE
48' -5"
X MAX
(RAIL TO RAIL)
18' -LONG SBH DOUBLE SLIDE
RAIL MIDDLE POST (TYP)
10' -0°
SBH DSR ROLLING STRUT ASSEMBLY
TO BE RELOCATED TO POSITION
SHOWN ONCE RAILS ARE BLOCKED
TIGHT TO CURED CONCRETE SLAB
18' -LONG SBH DOUBLE SLIDE
RAIL MIDDLE POST (TYP)
n n �
4, -0„
12' -0"
1 C' -3" MAC
MAX I 10' -0"
T 8' -0" MAX
l' -9° 4-4
1 SECTION -PHASE 2
a 4 SCALE
APPROVED DATE BENCHMARK SCALE
L 14 IVI.5-11 DESCRIPTION: PT. 1039 ENC -39
LOCATION EAST WING WALL OF THE NORTH
END OF NORTHBOUND HWY 101 HORIZONTAL: 1"=10'
BRIDGE OVER LAGOON
RECORD FROM: ROS 18416 VERTICAL:. NIA
ELEVATION: 16.938
DATUM: NAVD88
MIN 12x12 HARDWOOD TIMBER BLOCKING
INSTALLED TIGHT BETWEEN RAIL AND
CURED CONCRETE, AND SECURED IN
PLACE BY CONTRACTOR (TYP)
AS —BUILT
BRIAN MICHAEL ARDOLINO DATE
Ma ii•t�n I Ct-M /L-l3�
REVIEWER I INSPECTORI SENIOR ENGINEE
rom
t
U -LUIVV JUI I uVUULL JLIUL RAIL PANEL (TYP)
RAIL MIDDLE POST (TYP) PLAN VIEW L'
SCALE: 1/8' =1'-0" _
SETBACK TABLE
tST:
INSTALLATION NOTES:
X =
1. EXCAVATOR WILL INSTALL THE PLATE$ AND POSTS WITH ITS
CAT 325 EXCAVATOR'
BACKHOE IN CONJUNCTION WITH EXCAVATING THE HOLE,
7'
TAKING CARE TO ADVANCE THE PANELS AND FULLY
X =
SUPPORT SOILS DURING EACH PHASE.
CAT 365 EXCAVATOR
2, EXCAVATION WILL PROCEED FROM THE CENTER OF THE
12'
EXCAVATION TO THE EAST AND WEST EDGES.
X =
3. ONCE THE HOLE HAS A DEPTH OF 5-0 ", THE CENTER
DUMPTRUCK
CROSS MEMBER WILL GO IN AND WILL BE LOWERED AS THE
5'
HOLE IS DUG. THE MAXIMUM DISTANCE FROM THE BOTTOM
X =
OF THE HOLE TO CENTER OF THE CROSS MEMBER WILL
CONCRETE TRUCK
NEVER EXCEED 7' -0" PER THE DETAIL.
8'
4. EACH SUBSEQUENT CROSS MEMBER WILL BE APPLIED USING
X =
THE SAME METHODOLOGY UNTIL THE HOLE IS DUG TO
STREET TRAFFIC
EXCAVATION GRADE AND ALL CROSS MEMBERS ARE IN PER
10'
THE DETAIL.
CHANGE
DESCRIPTION
SEE SETBACK TABLE
SURCHARGE X
(MATERIALS &
EQUIPMENT)
4' -TALL SBH SLIDE
RAIL PANEL (TYP)
8' -TALL SBH SLIDE
RAIL PANEL (TYP)
SURCHARGE
(MATERIALS &
EQUIPMENT)
4' -TALL SBH SLIDE
RAIL PANEL (TYP)
8' -TALL SBH SLIDE --
RAIL PANEL (TYP)
;7
1
- 48' -5"
B SECTION - PHASE I
4 SCALE: 1/8' =1 =0"
4�
SEE SETBACK TABLE
48' -5"
X MAX
(RAIL TO RAIL)
18' -LONG SBH DOUBLE SLIDE
RAIL MIDDLE POST (TYP)
10' -0°
SBH DSR ROLLING STRUT ASSEMBLY
TO BE RELOCATED TO POSITION
SHOWN ONCE RAILS ARE BLOCKED
TIGHT TO CURED CONCRETE SLAB
18' -LONG SBH DOUBLE SLIDE
RAIL MIDDLE POST (TYP)
n n �
4, -0„
12' -0"
1 C' -3" MAC
MAX I 10' -0"
T 8' -0" MAX
l' -9° 4-4
1 SECTION -PHASE 2
a 4 SCALE
APPROVED DATE BENCHMARK SCALE
L 14 IVI.5-11 DESCRIPTION: PT. 1039 ENC -39
LOCATION EAST WING WALL OF THE NORTH
END OF NORTHBOUND HWY 101 HORIZONTAL: 1"=10'
BRIDGE OVER LAGOON
RECORD FROM: ROS 18416 VERTICAL:. NIA
ELEVATION: 16.938
DATUM: NAVD88
MIN 12x12 HARDWOOD TIMBER BLOCKING
INSTALLED TIGHT BETWEEN RAIL AND
CURED CONCRETE, AND SECURED IN
PLACE BY CONTRACTOR (TYP)
AS —BUILT
BRIAN MICHAEL ARDOLINO DATE
Ma ii•t�n I Ct-M /L-l3�
REVIEWER I INSPECTORI SENIOR ENGINEE
rom
t
U -LUIVV JUI I uVUULL JLIUL RAIL PANEL (TYP)
RAIL MIDDLE POST (TYP) PLAN VIEW L'
SCALE: 1/8' =1'-0" _
SETBACK TABLE
tST:
REMOVAL NOTES:
X =
1. AFTER THE NEW CONCRETE FOOTING HAS BEEN PLACED,
CAT 325 EXCAVATOR'
THE SHORING RAILS WILL BE BLOCKED TIGHT AS SHOWN
7'
PER PLAN.
X =
2. THE PERMANENT WALLS WILL BE CONSTRUCTED IN LIFTS TO
CAT 365 EXCAVATOR
2.5 TO 3' FROM GRADE.
12'
3. AS THE SOILS ARE BACKFILLED AND COMPACTED BEHIND
X =
THE NEW WALLS, THE SHORING WILL BE EXTRACTED
DUMPTRUCK
STARTING WITH THE PANELS, ENSURING ALL SOILS ARE
5'
SUPPORTED DURING EACH PHASE.
X =
4. THIS WILL CONTINUE IN LIFTS UNTIL THE SHORING IS FULLY
CONCRETE TRUCK
REMOVED.
8'
CHANGE
DESCRIPTION
SEE SETBACK TABLE
SURCHARGE X
(MATERIALS &
EQUIPMENT)
4' -TALL SBH SLIDE
RAIL PANEL (TYP)
8' -TALL SBH SLIDE
RAIL PANEL (TYP)
SURCHARGE
(MATERIALS &
EQUIPMENT)
4' -TALL SBH SLIDE
RAIL PANEL (TYP)
8' -TALL SBH SLIDE --
RAIL PANEL (TYP)
;7
1
- 48' -5"
B SECTION - PHASE I
4 SCALE: 1/8' =1 =0"
4�
SEE SETBACK TABLE
48' -5"
X MAX
(RAIL TO RAIL)
18' -LONG SBH DOUBLE SLIDE
RAIL MIDDLE POST (TYP)
10' -0°
SBH DSR ROLLING STRUT ASSEMBLY
TO BE RELOCATED TO POSITION
SHOWN ONCE RAILS ARE BLOCKED
TIGHT TO CURED CONCRETE SLAB
18' -LONG SBH DOUBLE SLIDE
RAIL MIDDLE POST (TYP)
n n �
4, -0„
12' -0"
1 C' -3" MAC
MAX I 10' -0"
T 8' -0" MAX
l' -9° 4-4
1 SECTION -PHASE 2
a 4 SCALE
APPROVED DATE BENCHMARK SCALE
L 14 IVI.5-11 DESCRIPTION: PT. 1039 ENC -39
LOCATION EAST WING WALL OF THE NORTH
END OF NORTHBOUND HWY 101 HORIZONTAL: 1"=10'
BRIDGE OVER LAGOON
RECORD FROM: ROS 18416 VERTICAL:. NIA
ELEVATION: 16.938
DATUM: NAVD88
MIN 12x12 HARDWOOD TIMBER BLOCKING
INSTALLED TIGHT BETWEEN RAIL AND
CURED CONCRETE, AND SECURED IN
PLACE BY CONTRACTOR (TYP)
AS —BUILT
BRIAN MICHAEL ARDOLINO DATE
Ma ii•t�n I Ct-M /L-l3�
REVIEWER I INSPECTORI SENIOR ENGINEE
rom
t
U -LUIVV JUI I uVUULL JLIUL RAIL PANEL (TYP)
RAIL MIDDLE POST (TYP) PLAN VIEW L'
SCALE: 1/8' =1'-0" _
SETBACK TABLE
tST:
CRANE TO 30 TON MAX
X =
12'
CAT 325 EXCAVATOR'
X =
7'
CAT 345 EXCAVATOR
X =
10'
CAT 365 EXCAVATOR
X =
12'
5 CY LOADER
X =
5'
DUMPTRUCK
X =
5'
SPOIL PILE (4' -TALL)
X =
6'
CONCRETE TRUCK
X =
8'
BUILDING STRUCTURES
X =
5'
STREET TRAFFIC
X =
10'
ABOVE LISTED SETBACKS SHALL BE
MAINTAINED 4 DISTANCE "X" FROM
ALL EDGES OF SHORING AND ALL
TO
SLOPE
(TYP)
NOTE: STRUCTURAL SHORING DESIGN
REVIEWED AND APPROVED BY
ESSIL CORP. AS PC X17 -200
RFv=61A/APPRe ✓90 ISYS.SRA/OERS 3-23 -17
0 -IHLL X II -LUINU )OM
SLIDE RAIL PANEL (TYP) STRUT ASSEMBLY (TYP)
A SECTION
4 j SCALE 118 =1' -0"
D.H. CHARLES ENGINEERING, INC.
2187 Newcastle Avenue, Suite 200
Cardiff, CA 92007
Ph: (760) 436-9756 Fax: (760) 436-9757
CITY OF ENCINITAS — PUBLIC WORKS DEPARTMENT DRAWING NO.
ING PLAN FOR:
2348 MANCHESTER AVENUE 13155 -13
APN: 261 - 053 -20
j
f
W
Q
I1^
W
V
UtJWNtU
tST:
I UKH4VL ::ST:
VtitJBC CS Y:
ENGINEERING
DIVISION APPROVALS
JBC
SAL
JBC
PLANS P
SPARED UNDER SUPERVISION OF
RECOMMENDED:
APPROV
DATE: 31�1t2
�
MASIH MAHER
EDWARD W. DEANE II
R.C.E. NO.: 62941
JA ER 8.
CALCARA EXP.: 72 -31 -17
DATE 3/.2'5/ 17
DATE 3.2,8.17
PLANNING CASE NO: 05 -178
SHEET 4 OE 4
PLSA 2635
CNA
WN
CHANGE
DESCRIPTION
SURCHARGE
(MATERIALS &
EQUIPMENT)
4' —TALL SBH SLIDE
RAIL PANEL (TYP)
8' —TALL SBH SLIDE
RAIL PANEL (TYP)
SURCHARGE
(MATERIALS &
EQUIPMENT)
4' -TALL SBH SLIDE
RAIL PANEL (TYP)
8' —TALL SBH SLIDE
RAIL PANEL (TYP)
SHORING TO BE
REMOVED (TYP)
APPROVED I DA TE
't
SEE SETBACK TABLE SBH DSR ROLLING STRUT 18' —LONG SBH DOUBLE SLIDE
ASSEMBLY RAIL MIDDLE POST (TYP)
12' -0" MAX 12' -0" MAX
X (RAIL TO RAIL) (RAIL TO RAIL)
(N) RETAINING WALL FOOTING
TO BE INSTALLED (TYP)
SECTION - PHASE I
SCALE. 1/8' =1' -0"
SEE SETBACK TABLE
LONG SBH DOUBLE SLIDE
SBH DSR ROLLING STRUT ASSEMBLY TO
RAIL
BE RELOCATED TO POSITION SHOWN RAIL MIDDLE POST (TYP)
12' -0" MAX ONCE RAILS ARE BLOCKED TIGHT TO 12' -0" MAX
X (RAIL TO RAIL) CURED CONCRETE SLAB (TYP) (RAIL TO RAIL)
F1 n
4 -0'
II II
10' -3' MAX
MAX
(� MAX (TYP)
II 8' 0„
MIN C -TALL x 10"-WIDE CONCRETE
BLOCKING INSTALLED TIGHT BETWEEN SLIDE
RAIL POST AND CURED CONCRETE, AND
SECURED IN PLACE BY CONTRACTOR (TYP)
rB-'\N SECTION -PHASE 2
�,J4 SCALE: 1/8"_F-0"
SOIL TO BE REMOVED AFTER
SLIDE RAIL REMOVAL
li
------- it
..Iii
u , I"! III II 'lilli ii °IV' �_
T
lit
— — — — Jiii id III
' ".nn
nm a,u" io
u o
[I 4, i' u10
iY
it
SECTION - PHASE 3
4 SCALE 1 1S' =I' -0"
BENCHMARK
DESCRIPTION: PT 1039 Ell LOCATION: EAST WING WALL OF THL�AOR7
END OF NORTHBOUND HWY 101
BRIDGE OVER LAGOON
RECORD FROM: ROS 18416
ELEVATION: 16.938
DATUM: NAVD88
FREE STANDING RETAINING
WALL BY OTHERS (TYP)
1 „o
nP
MAX (TYP)
SCALE AS -BUILT
HORIZONTAL: I"=10'
VERTICAL: N A BRIAN MICHAEL ARDOLINO DATE
-u -1 C&M 12 -13 1
EVIEWER INSPECTOR SENIOR ENGINEER
0'
v
J
Q
v
8' -LONG SBH DOUBLE Il_11
RAIL MIDDLE POST (TYP)
4
�11.483'11. 483 '11.483'11.483'11.483'�
UNIT 2
-0" MAX
(RAIL TO RAIL)
r o 56' -11" n i i
SBH DER ROLLING
STRUT ASSEMBLY (TYP)
OSHA COMPLIANT SLOPE
PER CONTRACTOR (TYP)
I
I (
I I
— — — — — — — — — — — — — — — — — — — — — —
L— - - - - -3 1
I I
I I
I 16' -11° I
SETBACK TABLE
SHORING DESIGN PLAN
X =
2348 MANCHESTER AVENUE
1. SHORING DESIGN IS BASED ON SOILS CONSISTING OF 35
CARDIFF, CA
7'
TRENCH SHORING COMPANY
X =
RYAN ORTMAN
BY GEOTEK (DATED 1/4/17) PROVIDED BY THE
CHANGE
DESCRIPTION
SURCHARGE
(MATERIALS &
EQUIPMENT)
4' —TALL SBH SLIDE
RAIL PANEL (TYP)
8' —TALL SBH SLIDE
RAIL PANEL (TYP)
SURCHARGE
(MATERIALS &
EQUIPMENT)
4' -TALL SBH SLIDE
RAIL PANEL (TYP)
8' —TALL SBH SLIDE
RAIL PANEL (TYP)
SHORING TO BE
REMOVED (TYP)
APPROVED I DA TE
't
SEE SETBACK TABLE SBH DSR ROLLING STRUT 18' —LONG SBH DOUBLE SLIDE
ASSEMBLY RAIL MIDDLE POST (TYP)
12' -0" MAX 12' -0" MAX
X (RAIL TO RAIL) (RAIL TO RAIL)
(N) RETAINING WALL FOOTING
TO BE INSTALLED (TYP)
SECTION - PHASE I
SCALE. 1/8' =1' -0"
SEE SETBACK TABLE
LONG SBH DOUBLE SLIDE
SBH DSR ROLLING STRUT ASSEMBLY TO
RAIL
BE RELOCATED TO POSITION SHOWN RAIL MIDDLE POST (TYP)
12' -0" MAX ONCE RAILS ARE BLOCKED TIGHT TO 12' -0" MAX
X (RAIL TO RAIL) CURED CONCRETE SLAB (TYP) (RAIL TO RAIL)
F1 n
4 -0'
II II
10' -3' MAX
MAX
(� MAX (TYP)
II 8' 0„
MIN C -TALL x 10"-WIDE CONCRETE
BLOCKING INSTALLED TIGHT BETWEEN SLIDE
RAIL POST AND CURED CONCRETE, AND
SECURED IN PLACE BY CONTRACTOR (TYP)
rB-'\N SECTION -PHASE 2
�,J4 SCALE: 1/8"_F-0"
SOIL TO BE REMOVED AFTER
SLIDE RAIL REMOVAL
li
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— — — — Jiii id III
' ".nn
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it
SECTION - PHASE 3
4 SCALE 1 1S' =I' -0"
BENCHMARK
DESCRIPTION: PT 1039 Ell LOCATION: EAST WING WALL OF THL�AOR7
END OF NORTHBOUND HWY 101
BRIDGE OVER LAGOON
RECORD FROM: ROS 18416
ELEVATION: 16.938
DATUM: NAVD88
FREE STANDING RETAINING
WALL BY OTHERS (TYP)
1 „o
nP
MAX (TYP)
SCALE AS -BUILT
HORIZONTAL: I"=10'
VERTICAL: N A BRIAN MICHAEL ARDOLINO DATE
-u -1 C&M 12 -13 1
EVIEWER INSPECTOR SENIOR ENGINEER
0'
v
J
Q
v
8' -LONG SBH DOUBLE Il_11
RAIL MIDDLE POST (TYP)
4
�11.483'11. 483 '11.483'11.483'11.483'�
UNIT 2
-0" MAX
(RAIL TO RAIL)
r o 56' -11" n i i
SBH DER ROLLING
STRUT ASSEMBLY (TYP)
OSHA COMPLIANT SLOPE
PER CONTRACTOR (TYP)
I
I (
I I
— — — — — — — — — — — — — — — — — — — — — —
L— - - - - -3 1
I I
I I
I 16' -11° I
SETBACK TABLE
GENERAL SHORING NOTES:
X =
1. EXCAVATOR WILL INSTALL THE PLATES AND POSTS WITH ITS
1. SHORING DESIGN IS BASED ON SOILS CONSISTING OF 35
BACKHOE IN CONJUNCTION WITH EXCAVATING THE HOLE,
7'
BCE, AS OUTLINED IN GEOTECHNICAL REPORT PREPARED
X =
SUPPORT SOILS DURING EACH PHASE.
BY GEOTEK (DATED 1/4/17) PROVIDED BY THE
2. EXCAVATION WILL PROCEED FROM THE CENTER OF THE
12'
CONTRACTOR. CONTRACTOR SHALL CONTACT ENGINEER IF
X =
3. ONCE THE HOLE HAS A DEPTH OF 5' -0 ", THE CENTER
DIFFERING DESIGN PARAMETERS APPLY OR REPORT IS
CROSS MEMBER WILL GO IN AND WILL BE LOWERED AS THE
5'
REVISED AT ANY TIME AFTER THIS DATE.
X =
OF THE HOLE TO CENTER OF THE CROSS MEMBER WILL
2. DURING SHORING INSTALLATION, CONTRACTOR TO TAKE
NEVER EXCEED 7'-0" PER THE DETAIL.
8'
SPECIAL CARE TO PROTECT ADJACENT PROPERTY BY
X =
THE SAME METHODOLOGY UNTIL THE HOLE IS DUG TO
ADVANCING PANELS AS FAR AHEAD OF EXCAVATION AS
EXCAVATION GRADE AND ALL CROSS MEMBERS ARE IN PER
10'
POSSIBLE (MIN. 18 "), AND MONITORING AND IMMEDIATELY
BACKFILLING ALL VOIDS TIGHT WHICH DEVELOP BETWEEN
FACE OF EXCAVATION AND SHORING. IF SITE SOILS ARE
HARD, AND ADVANCEMENT OF PANELS WOULD CAUSE
EXCESSIVE VIBRATION, CONTACT ENGINEER.
3. DURING SHORING REMOVAL, BACKFILL AHEAD OF PANEL
EXTRACTION (MIN. 18 "), AND ENSURE ALL VOIDS ARE
IMMEDIATELY BACKFILLED TIGHT AS SOON AS THEY
DEVELOP.
4. SLIDE RAIL SYSTEM SHALL BE CERTIFIED SBH ASSEMBLIES.
PE STAMPED TABULATED DATA SHALL BE PROVIDED AT
JOBSITE, AND MANUFACTURER'S TABULATED DATA APPLIES
EXCEPT AS IS NOTED HERE.
5. PROVIDE ACCESS, BARRICADING, AND FALL PROTECTION, IN
ACCORDANCE WITH ALL OSHA GUIDELINES.
6. SHORING MUST BE PROPERLY INSTALLED PRIOR TO
WORKERS ENTERING EXCAVATION. WORKERS MAY ONLY
ENTER, EXIT, AND WORK WITHIN SHORED AREAS.
7. STEEL SHAPES TO BE ASTM A572 DR. 50 OR A992, MIN
FY = 50 KSI.
8. STEEL SHAPES SHALL BE IN GOOD CONDITION AND SHALL
BE FREE OF ANY HOLES OR VISUAL DEFECTS.
9. GROUNDWATER LEVEL MUST BE MAINTAINED AT OR BELOW
THE MINIMUM LEVEL SHOWN ON THESE PLANS AT ALL
TIMES. IF DEWATERING SYSTEM IS NECESSARY TO ACHIEVE
THIS, IT IS THE CONTRACTOR'S RESPONSIBILITY FOR
DEVELOPING, INSTALLING, AND MONITORING DEWATERING
SYSTEM, AND VERIFYING THAT THE GROUNDWATER LEVEL
BEHIND THE SHORING WALLS HAS BEEN LOWERED AT
LEAST TO THE MINIMUM LEVEL SHOWN ON THESE PLANS
AT ALL TIMES. IF CONTRACTOR IS UNABLE TO LOWER THE
GROUNDWATER TO THE LEVEL SHOWN, CONTACT THE
SHORING ENGINEER IMMEDIATELY.
10. D.H. CHARLES ENGINEERING, INC. WILL NOT SUPERVISE,
DIRECT, CONTROL OR HAVE AUTHORITY OVER OR BE
RESPONSIBLE FOR CONTRACTOR'S MEANS, METHODS,
TECHNIQUES, SEQUENCES OR PROCEDURES OF
CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND
PROGRAMS INCIDENT THERETO, OR FOR ANY FAILURE OF
CONTRACTOR TO COMPLY WITH LAWS AND REGULATIONS
APPLICABLE TO THE FURNISHING OR PERFORMANCE OF
WORK.
11. VERIFY THE ACCURACY OF ALL DIMENSIONS FOR BOTH
EXISTING AND PROPOSED WORK. VERIFY THAT REQUIRED
CLEARANCES ARE OBTAINED PRIOR TO COMMENCEMENT OF
THE WORK.
12. VERIFY THE LOCATION OF EXISTING UNDERGROUND
UTILITIES PRIOR TO COMMENCING THE EXCAVATION.
13. TRENCH SHORING AND D.H. CHARLES ENGINEERING, INC.
BEARS NO RESPONSIBILITY OR LIABILITY FOR ANY
SETTLEMENT, MOVEMENT, OR DAMAGE OF ANY KIND THAT
MAY OCCUR TO SURROUNDING SOILS, EXISTING BUILDING
STRUCTURES, OR UTILITIES DUE TO SHORING INSTALLATION,
DEFLECTION, REMOVAL, OR OTHER CONSTRUCTION
ACTIVITIES.
CHANGE
DESCRIPTION
SURCHARGE
(MATERIALS &
EQUIPMENT)
4' —TALL SBH SLIDE
RAIL PANEL (TYP)
8' —TALL SBH SLIDE
RAIL PANEL (TYP)
SURCHARGE
(MATERIALS &
EQUIPMENT)
4' -TALL SBH SLIDE
RAIL PANEL (TYP)
8' —TALL SBH SLIDE
RAIL PANEL (TYP)
SHORING TO BE
REMOVED (TYP)
APPROVED I DA TE
't
SEE SETBACK TABLE SBH DSR ROLLING STRUT 18' —LONG SBH DOUBLE SLIDE
ASSEMBLY RAIL MIDDLE POST (TYP)
12' -0" MAX 12' -0" MAX
X (RAIL TO RAIL) (RAIL TO RAIL)
(N) RETAINING WALL FOOTING
TO BE INSTALLED (TYP)
SECTION - PHASE I
SCALE. 1/8' =1' -0"
SEE SETBACK TABLE
LONG SBH DOUBLE SLIDE
SBH DSR ROLLING STRUT ASSEMBLY TO
RAIL
BE RELOCATED TO POSITION SHOWN RAIL MIDDLE POST (TYP)
12' -0" MAX ONCE RAILS ARE BLOCKED TIGHT TO 12' -0" MAX
X (RAIL TO RAIL) CURED CONCRETE SLAB (TYP) (RAIL TO RAIL)
F1 n
4 -0'
II II
10' -3' MAX
MAX
(� MAX (TYP)
II 8' 0„
MIN C -TALL x 10"-WIDE CONCRETE
BLOCKING INSTALLED TIGHT BETWEEN SLIDE
RAIL POST AND CURED CONCRETE, AND
SECURED IN PLACE BY CONTRACTOR (TYP)
rB-'\N SECTION -PHASE 2
�,J4 SCALE: 1/8"_F-0"
SOIL TO BE REMOVED AFTER
SLIDE RAIL REMOVAL
li
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— — — — Jiii id III
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nm a,u" io
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[I 4, i' u10
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SECTION - PHASE 3
4 SCALE 1 1S' =I' -0"
BENCHMARK
DESCRIPTION: PT 1039 Ell LOCATION: EAST WING WALL OF THL�AOR7
END OF NORTHBOUND HWY 101
BRIDGE OVER LAGOON
RECORD FROM: ROS 18416
ELEVATION: 16.938
DATUM: NAVD88
FREE STANDING RETAINING
WALL BY OTHERS (TYP)
1 „o
nP
MAX (TYP)
SCALE AS -BUILT
HORIZONTAL: I"=10'
VERTICAL: N A BRIAN MICHAEL ARDOLINO DATE
-u -1 C&M 12 -13 1
EVIEWER INSPECTOR SENIOR ENGINEER
0'
v
J
Q
v
8' -LONG SBH DOUBLE Il_11
RAIL MIDDLE POST (TYP)
4
�11.483'11. 483 '11.483'11.483'11.483'�
UNIT 2
-0" MAX
(RAIL TO RAIL)
r o 56' -11" n i i
SBH DER ROLLING
STRUT ASSEMBLY (TYP)
OSHA COMPLIANT SLOPE
PER CONTRACTOR (TYP)
I
I (
I I
— — — — — — — — — — — — — — — — — — — — — —
L— - - - - -3 1
I I
I I
I 16' -11° I
SETBACK TABLE
INSTALLATION NOTES:
X =
1. EXCAVATOR WILL INSTALL THE PLATES AND POSTS WITH ITS
CAT 325 EXCAVATOR
BACKHOE IN CONJUNCTION WITH EXCAVATING THE HOLE,
7'
TAKING CARE TO ADVANCE THE PANELS AND FULLY
X =
SUPPORT SOILS DURING EACH PHASE.
CAT 365 EXCAVATOR
2. EXCAVATION WILL PROCEED FROM THE CENTER OF THE
12'
EXCAVATION TO THE EAST AND WEST EDGES.
X =
3. ONCE THE HOLE HAS A DEPTH OF 5' -0 ", THE CENTER
DUMPTRUCK
CROSS MEMBER WILL GO IN AND WILL BE LOWERED AS THE
5'
HOLE IS DUG. THE MAXIMUM DISTANCE FROM THE BOTTOM
X =
OF THE HOLE TO CENTER OF THE CROSS MEMBER WILL
CONCRETE TRUCK
NEVER EXCEED 7'-0" PER THE DETAIL.
8'
4. EACH SUBSEQUENT CROSS MEMBER WILL BE APPLIED USING
X =
THE SAME METHODOLOGY UNTIL THE HOLE IS DUG TO
STREET TRAFFIC
EXCAVATION GRADE AND ALL CROSS MEMBERS ARE IN PER
10'
THE DETAIL.
CHANGE
DESCRIPTION
SURCHARGE
(MATERIALS &
EQUIPMENT)
4' —TALL SBH SLIDE
RAIL PANEL (TYP)
8' —TALL SBH SLIDE
RAIL PANEL (TYP)
SURCHARGE
(MATERIALS &
EQUIPMENT)
4' -TALL SBH SLIDE
RAIL PANEL (TYP)
8' —TALL SBH SLIDE
RAIL PANEL (TYP)
SHORING TO BE
REMOVED (TYP)
APPROVED I DA TE
't
SEE SETBACK TABLE SBH DSR ROLLING STRUT 18' —LONG SBH DOUBLE SLIDE
ASSEMBLY RAIL MIDDLE POST (TYP)
12' -0" MAX 12' -0" MAX
X (RAIL TO RAIL) (RAIL TO RAIL)
(N) RETAINING WALL FOOTING
TO BE INSTALLED (TYP)
SECTION - PHASE I
SCALE. 1/8' =1' -0"
SEE SETBACK TABLE
LONG SBH DOUBLE SLIDE
SBH DSR ROLLING STRUT ASSEMBLY TO
RAIL
BE RELOCATED TO POSITION SHOWN RAIL MIDDLE POST (TYP)
12' -0" MAX ONCE RAILS ARE BLOCKED TIGHT TO 12' -0" MAX
X (RAIL TO RAIL) CURED CONCRETE SLAB (TYP) (RAIL TO RAIL)
F1 n
4 -0'
II II
10' -3' MAX
MAX
(� MAX (TYP)
II 8' 0„
MIN C -TALL x 10"-WIDE CONCRETE
BLOCKING INSTALLED TIGHT BETWEEN SLIDE
RAIL POST AND CURED CONCRETE, AND
SECURED IN PLACE BY CONTRACTOR (TYP)
rB-'\N SECTION -PHASE 2
�,J4 SCALE: 1/8"_F-0"
SOIL TO BE REMOVED AFTER
SLIDE RAIL REMOVAL
li
------- it
..Iii
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T
lit
— — — — Jiii id III
' ".nn
nm a,u" io
u o
[I 4, i' u10
iY
it
SECTION - PHASE 3
4 SCALE 1 1S' =I' -0"
BENCHMARK
DESCRIPTION: PT 1039 Ell LOCATION: EAST WING WALL OF THL�AOR7
END OF NORTHBOUND HWY 101
BRIDGE OVER LAGOON
RECORD FROM: ROS 18416
ELEVATION: 16.938
DATUM: NAVD88
FREE STANDING RETAINING
WALL BY OTHERS (TYP)
1 „o
nP
MAX (TYP)
SCALE AS -BUILT
HORIZONTAL: I"=10'
VERTICAL: N A BRIAN MICHAEL ARDOLINO DATE
-u -1 C&M 12 -13 1
EVIEWER INSPECTOR SENIOR ENGINEER
0'
v
J
Q
v
8' -LONG SBH DOUBLE Il_11
RAIL MIDDLE POST (TYP)
4
�11.483'11. 483 '11.483'11.483'11.483'�
UNIT 2
-0" MAX
(RAIL TO RAIL)
r o 56' -11" n i i
SBH DER ROLLING
STRUT ASSEMBLY (TYP)
OSHA COMPLIANT SLOPE
PER CONTRACTOR (TYP)
I
I (
I I
— — — — — — — — — — — — — — — — — — — — — —
L— - - - - -3 1
I I
I I
I 16' -11° I
SETBACK TABLE
REMOVAL NOTES:
X =
1. AFTER THE NEW CONCRETE FOOTING HAS BEEN PLACED,
CAT 325 EXCAVATOR
THE SHORING RAILS WILL BE BLOCKED TIGHT AS SHOWN
7'
PER PLAN.
X =
2. THE PERMANENT WALLS WILL BE CONSTRUCTED IN LIFTS TO
CAT 365 EXCAVATOR
2.5 TO 3' FROM GRADE.
12'
3. AS THE SOILS ARE BACKFILLED AND COMPACTED BEHIND
X =
THE NEW WALLS, THE SHORING WILL BE EXTRACTED
DUMPTRUCK
STARTING WITH THE PANELS, ENSURING ALL SOILS ARE
5'
SUPPORTED DURING EACH PHASE.
X =
4. THIS WILL CONTINUE IN LIFTS UNTIL THE SHORING IS FULLY
CONCRETE TRUCK
REMOVED.
8'
CHANGE
DESCRIPTION
SURCHARGE
(MATERIALS &
EQUIPMENT)
4' —TALL SBH SLIDE
RAIL PANEL (TYP)
8' —TALL SBH SLIDE
RAIL PANEL (TYP)
SURCHARGE
(MATERIALS &
EQUIPMENT)
4' -TALL SBH SLIDE
RAIL PANEL (TYP)
8' —TALL SBH SLIDE
RAIL PANEL (TYP)
SHORING TO BE
REMOVED (TYP)
APPROVED I DA TE
't
SEE SETBACK TABLE SBH DSR ROLLING STRUT 18' —LONG SBH DOUBLE SLIDE
ASSEMBLY RAIL MIDDLE POST (TYP)
12' -0" MAX 12' -0" MAX
X (RAIL TO RAIL) (RAIL TO RAIL)
(N) RETAINING WALL FOOTING
TO BE INSTALLED (TYP)
SECTION - PHASE I
SCALE. 1/8' =1' -0"
SEE SETBACK TABLE
LONG SBH DOUBLE SLIDE
SBH DSR ROLLING STRUT ASSEMBLY TO
RAIL
BE RELOCATED TO POSITION SHOWN RAIL MIDDLE POST (TYP)
12' -0" MAX ONCE RAILS ARE BLOCKED TIGHT TO 12' -0" MAX
X (RAIL TO RAIL) CURED CONCRETE SLAB (TYP) (RAIL TO RAIL)
F1 n
4 -0'
II II
10' -3' MAX
MAX
(� MAX (TYP)
II 8' 0„
MIN C -TALL x 10"-WIDE CONCRETE
BLOCKING INSTALLED TIGHT BETWEEN SLIDE
RAIL POST AND CURED CONCRETE, AND
SECURED IN PLACE BY CONTRACTOR (TYP)
rB-'\N SECTION -PHASE 2
�,J4 SCALE: 1/8"_F-0"
SOIL TO BE REMOVED AFTER
SLIDE RAIL REMOVAL
li
------- it
..Iii
u , I"! III II 'lilli ii °IV' �_
T
lit
— — — — Jiii id III
' ".nn
nm a,u" io
u o
[I 4, i' u10
iY
it
SECTION - PHASE 3
4 SCALE 1 1S' =I' -0"
BENCHMARK
DESCRIPTION: PT 1039 Ell LOCATION: EAST WING WALL OF THL�AOR7
END OF NORTHBOUND HWY 101
BRIDGE OVER LAGOON
RECORD FROM: ROS 18416
ELEVATION: 16.938
DATUM: NAVD88
FREE STANDING RETAINING
WALL BY OTHERS (TYP)
1 „o
nP
MAX (TYP)
SCALE AS -BUILT
HORIZONTAL: I"=10'
VERTICAL: N A BRIAN MICHAEL ARDOLINO DATE
-u -1 C&M 12 -13 1
EVIEWER INSPECTOR SENIOR ENGINEER
0'
v
J
Q
v
8' -LONG SBH DOUBLE Il_11
RAIL MIDDLE POST (TYP)
4
�11.483'11. 483 '11.483'11.483'11.483'�
UNIT 2
-0" MAX
(RAIL TO RAIL)
r o 56' -11" n i i
SBH DER ROLLING
STRUT ASSEMBLY (TYP)
OSHA COMPLIANT SLOPE
PER CONTRACTOR (TYP)
I
I (
I I
— — — — — — — — — — — — — — — — — — — — — —
L— - - - - -3 1
I I
I I
I 16' -11° I
SETBACK TABLE
CRANE TO 30 TON MAX
X =
12'
CAT 325 EXCAVATOR
X =
7'
CAT 345 EXCAVATOR
X =
10'
CAT 365 EXCAVATOR
X =
12'
5 CY LOADER
X =
5'
DUMPTRUCK
X =
5'
SPOIL PILE (4' -TALL)
X =
6'
CONCRETE TRUCK
X =
8'
BUILDING STRUCTURES
X =
5'
STREET TRAFFIC
X =
10'
ABOVE LISTED SETBACKS SHALL BE
MAINTAINED A DISTANCE "X" FROM
ALL EDGES OF SHORING AND ALL
TOT - - — - -
PLAN VIEW
SCALE: 118' =1=0"
RAIL PANEL (TYP)
NOTE: STRUCTURAL SHORING DESIGN
REVIEWED AND APPROVED BY
ESSIL CORP. AS PC #17 -200
1I1&VI5Z6N APP40VED 61 S.SAIIIDEdS 3-34.17
PLANS PR ARED UNDER SUPERVISION OF
DATE: 3 /$6/f 7
R.C.E. NO.: 62941
JASPE CALCARA EXP.: 12 -31 -17
I I wives JUI
SLIDE RAIL PANEL (TYP) STRUT ASSEMBLY (TYP)
A SECTION
4 SCALE 1/8' =1' -0"
y
D.H. CHARLES ENGINEERING, INC.
2187 Newcastle Avenue, Suite 200
Cardiff, CA 92007
Ph: (760) 436-9756 Fax: (760) 436-9757
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
GRADING PLAN FOR:
2348 MANCHESTER AVENUE 13155 -G
APN: 261- 053 -20
PLANNING CASE NO: 05 -178 DR/CDP SHEET 4A OF 4A.
PLSA 2635
W �
W
W
vJ
T
j
ENGINEERING DIVISION APPROVALS
RECOMMENDED: APPROVE
'Di--
MASIH MA II EDWARD W. DEA
DATE 3_,.,�4 �j -7 DATE 3 •Z,8 47