2008-886 G (Plans) U
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RIGHT OF WAY NOM 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE STORMWATER POLLUTION CONTROL 13MP NOTES
(PART A) RELATIVE TO CONSTRUCTION ACTIVIII BLUE CURL LLC
SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND 1821 S. COAST HIGHWAY,
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING ENBANKMENTS SHALL BE SHAPED. PLANTED AND TRIMMED AS DIRECTED BY THE CONCRETE WASHOUT:
OCEANSIDE, CAUFORNIA 92054
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DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF ENGINEER OF WORK AND LEFT IN A NEAT AND ORDELY CONDITION. ALL STONES, ROOTS
PROPERTY AT: > �• N
WAY. FAILURE TO DO SO WILL RESULT AN ISSUANCE OF A STOP WORK NOTICE AND OTHER WASTER MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH CONTRACTOR
SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE 10841088 NEPTUNE AVENUE. / Z C
AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBITUTY OF THE OWNER TO ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE WASHOUT
AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, ENCINITAS, CALIFORNIA 92024 En s O
KNOW WHERE HIS HER PROPERTY LINE IS. AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING STUCCO, PLASTER AND THE LIKE INTO
THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. APN•: 254-291 -02 ! 254 - 291 -18 _ " U ri
/ ORDINANCE. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. "tnause '' O
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DRIJNhGE NOTE 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE CONSTRUCTION SITE ACCESS:
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO
LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MIN. OF S FEET AT AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NET AND FINISHED A
STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT "" 4p ° ; `q.m' W > QQ
2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL TRACKING
DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL T. �:g' a Z C
SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE PANELS /PLATES.
UTILITY NOTE. DISPOSAL OF ANY SUCH MATERIAL. DESCRIPTK)N .Q W f
B• NOTIFICATKMiS: CONSTRUCTION VEHICLES: x [[
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED
FOR CONSTRUCTION VEHICLES a
WORK TO BE DONE: SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT
MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE N
BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON OFF- SITE.
A EN
GERAL: THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY ON
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT EROSION CONTROL: 43N
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING
SITE LOCATION: O Z 0�
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN ST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY
SHALL BE
OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR EROSION CONTROL MU 1084/1086 NEPTUNE AVENUE, Z _
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CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF PROTECTED
AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ENCINITAS, CALIFORNIA W U
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM COMMENCEMENT OF WORK: ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER
MATRIX. J
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR A. SEWERS - CSD - (760)- 633 -2770 VICINITY MAP
N Z
INSPECTION. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING
B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 WET WEATHER. SCALE: AS SHOWN ABOVE � N
C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600
1 2. THE SOILS REPORT TITLED:: "EMERGENCY GEOTECHNICAL RECOMMENDATIONS Z Z
LETTER MID BLUFF STRUtTUR€ CQLLAPSE & ,SEAWALL UNDERCUT CONDITIONS, D. TELEPHONE - SBC BELL - (760)- 489 -3411 DIVERSION DIKES SHALL BE CONSTRUCTED
TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR OWNER'S CERTIFICATE W O
1084/1086 & 1090 NEPTUNE AVENUE„ ENCINITA CALIFORNIA"', PREPARED E.. CABLE TV - COX COMMUNICATIONS - (760)- 806 -9809 X -2233 SHALL PROTECT CHANNELS
AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
BY SOIL ENGINEERING CONSTRUCTION, INC. , I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER
AIID REVISED REPORT DATED JUNE 22 2008, 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO REMOVE EXISTING VEGETATION
ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN W GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE
SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. PHASES TO AVOID UNNECESSARY
REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION Q?,OFESS/ON
ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: UNNECESSARILY;
THEY HELP DECREASE EROSION. AND STABILITY OF THE SITE. ����1D. MANON� Fy
AND SPECIFICATIONS CONTAINED IN SAID REPORT. h
(760)- 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION
IS NOT IMMEDIATELY PLANNED DATE:_ _ _Q _______ ________ __ __ _________ No. C. 16459 i
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, SUBJECT TO REJECTION AND FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED
BY PLANTING FAST- GROWING ANNUAL AND w No. GE 554 m
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN REMOVAL. PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
EXP.6 -30 -09 A
SIGNATURE:
STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL A�� _ * G
BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. D. EROSION CONTROL PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND
GRADING ACTIVITIES ARE COMPLETE. OWNER NAME V r q < � CE
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT OWNER NAME AT WATER USAGE FOR DUST CONTROL
SHALL BE MINIMIZED. S nit ENGINEER'S CERTIFICATE OFCA0
GRADING. (760) - 123 -4567, 24 HOURS.
ON - SITE CONSTRUCTION MATERIAL STORAGE: IAa�LiGf� MAa�r±V _ _ A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA,
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS STORED
MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SAMPLING AND STUDY SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS
) OFT E 0 ONDITIONS PREVALENT WITH )N T IS SITE WAS MADE BY ME OR
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION SHALL BE STOCKPILED ON SITE ON OCTOBER 1. AT CONVENIENT LOCATIONS TO
UNDER MY DIRECTION ON ND FOR AN UPDATE ON 4 /Lt�ii/ .ONE COMPLETE COPY OF
WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL
EXISTING PRIOR TO GRADING. FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. PROVIDE SECONDARY CONTAINMENT FOR ALL
FUEL STORED ON -SITE. THE SOILS REPORT COMPLL FR M THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO
THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE
CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND APPROVAL OF THE ENGINEERING INSPECTOR. ELIMINATE OR REDUCE POLLUTION OF STORMWATER
FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. ri
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES
SHALL BE LOCATED AWAY FROM A ui
SURVEYOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING CONCENTRATED TORMWATER STORMWATER FLOWS AND STORMDRAIN
INLETS. STOCKPILES SHALL BE COVERED OR SIGNED:__%`______ _ _______ __ _____________ \
ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH
A TEMPORARY SEDIMENT BARRIER AROUND THE
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY RAINFALL. PERIMETER AT ALL TIMES. RCE NO.:��/���
-----------------------
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING 1
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY TRAINING:
EXP. DATE: --- GI�L��� --------- -----------------
REGULATIONS. BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED
TO BE JOB #: 08 -040 \
B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE
BMP NOTES SHALL SOIL ENGINEERING CONSTRUCTION, INC.
FAMILIAR WITH THE
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS
R 927 ARGUELLO STREET, / W
HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A BE AVAILABLE
TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND iE PRIME CONTRACTOR MUST '
RECOGNIZED HOLIDAYS. HAZARDOUS CONDITION. INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. REDWOOD
CITY, CA 94063
(650) 367 -9595 O
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN WASTE
MANAGEMENT:
HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY SHALL BE INCORPORATED HEREON. STATED WORK
INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND
UNUSED CONSTRUCTION
PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE MATERIALS.
DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER
SHALL COMPLY
LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633 -2770. OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. THE CONVEYANCE SYSTEM IS STRICTLY
PROHIBITED. WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR
PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN
10, PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF NO
SEEPAGE FROM DUMPSTER SHALL BE DISCHARGED INFO STORMWATER. BEANS /DIKES SHALL BE PLACED AROUND ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY
OF ENCINITAS, TO THE EXTENT
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS DUMPSTERS
TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITE'S SHALL BE CHECKED FREQUENTLY FOR LEAKS. THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT
ANY PLANCHECK OR
AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH DUMPSTER
LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC
ENTITY FOR THE PLANS
ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND RAINFALL. STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER
TO AVOID RAIN CONTACT WITH ANY PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE TRASH MATERIAL. SUFFICIENCY OR ADEQUACY OF THE PLANS
OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE Q
HAULING OPERATION. SAN URO DEG WATER DISTRICT NOS: ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS
BASED THEREON. THE �
AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS,
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT ENGINEER AGREES TO INDEMNIFY
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11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT
1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON
- RECYCLABLE MATERIALS MUST BE TAKEN
AGENTS. AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE
PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY AND REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF OR THE EXISTENCE OR TO
AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER
AGENTS OR EMPLOYEES m Z
NON- EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL
FREE AT (800) 714 -1195. FOR INFORMATION ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE W
AS CIRADED CERTIFICATION SHALL BE PROVIDED STATING: 'THE GRADING UNDER OF THIS PROJECT. ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT
(760) 436 -4151. WORK PERFORMED BY THE ENGINEER.
PERMIT NO. HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH n / Ld
THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED 2. ALL EXISTING FACILITIES WHICH MAY AFFECT THE FINAL DESIGN I.E. LINE POLLUTANTS
SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND BY: epA cr tt A1144/oN DATE: 7 / \
PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE CROSSINGS, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. THE
SITE. F � Z
OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER
ENGINEER NAME W
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS PORTABLE
TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL RCE NO.: /(�yaf�J / \ '
ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER PROVIDE
SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS C;, PERVIOUS SOIL ENGINEERING CONSTRUCTION, INC. EXP. DATE: (0,40/v' l O
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EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND DISTRICT. SURFACES. 927 ARGUEL STREET,
REDWOOD CITY , CA 94063 U Z
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO ALL CONSTRUCTION
DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST (650) 367 -9595 ZD AND WILL DETERMINE THE SUITABILITY
OF ANY FILL MATERIAL. UPON GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY
HAVE TRAVELED AWAY FROM CONSTRUCTION SITE / F- N
ETC.) WHICH IS AFFECTED BY THEIR PROJECT ALL AFFECTED WATER FACILITIES MUST
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS SHEET INDEX. a N
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AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS .
OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR MEET CURRENT SAN DIEGUITO WATER DISTRICT STANDARDS IF FACILITIES DO NOT MEET FOR MORE
INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT J
INTENDED USE. STANDARDS THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760)
633 -2770. 1. COVER SHEET am
EXPENSE. ENwRONMENTAL DATA; 2 . SITE PLAN- PROPOSED REPAIR w � g
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL 4. UTILITIES TO MAINTAIN MINIMUN 5 -FEET SEPARATION WHEN PARALLELING WATER 1)
STEEPEST EXISTING NATURAL SLOPE ON -SITE = APPROX. 1.5:1 (H:V) 3. PROFILE SECTION A -A' AND MID BLUFF SLOPE REPAIR 0 Z
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR SERVICES. 2) MAXIMUM VERTICAL DEPTH OF CUT = APPROX. 0'
FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT 3) MAXIMUM VERTICAL DEPTH OF FILL = APPROX. 6' 4
SEAWALL CONSTRUCTION - SECTIONS DETAILS AND NOTES Q U 0:
EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT 5. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS 4) AVERAGE
DEPTH OF CUT = APPROX. 0' L+J d LL_
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. AND SAN DIEGUITO GAS AND ELECTRIC VAULTS. 5) AVERAGE DEPTH OF FILL = APPROX. 4'
S. SHOTCRETE WALL CONSTRUCTION - SECTIONS, DETAILS AND NOTES m O Q
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL 6. ALL WATER SERVICE TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER
EARTHWORK: F>. PHOTOS -BLUFF PRIOR AND AFTER SLOPE FAILURE, GENERAL NOTES U
SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF PARCEL THEY ARE SERVING. CUT
= 0 CYt FILL = 350 CYt Fig NO'
VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE IMPORT = UP TO 540 TONS = 350 CYt
DATE 03 -31 -OD
CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. REMEDIAL = PRO JECT ao
DWG N0.
LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM PRO
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF
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12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL PUBLIC WO PLANNING & BUILDING PARKS & RECREATION SAN
DIEGUITO WATER DIST. ENCINITAS FIRE PROTECTION DIST. PERMITS REVISION 0 oe -zO -De
BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE. SPREAD, WATER AND
COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. f*stA6f4r v_y hDv*W 0%4,Y. REV1sKxi
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P��9P WE��Wo DR /CDP PERMIT NO. REVISION
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