2010-10526 G (Plans) RIGHT OF WAY NOTE: 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND STORMWATER POLLUTION CONTROL BMP NOTES (PART
A) RELATIVE TO CONSTRUCTION ACTIVITIES OWNER: TOM & ANGELA VELEZ
UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND ENBANKMENTS SHALL BE SHAPED. PLANTED AND ADDRESS (CURRENT): 1361 AHLRICH
AVENUE, ENCINITAS, CA 92024
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM HE NGINEERING DEPARTMENT AT LEAST 48 TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDELY CONDITION.
ALL STONES, CONCRETE WASHOUT PHONE: (760) 497-2325
HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF W kY. FAILURE TO DO SO WILL RESULT AN ROOTS AND OTHER WASTER MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE
TO
ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERI IIT f EES. IT IS THE RESPONSIBITLITY OREr BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES
SHALL BE CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE SITE ADDRESS: 1361 AHLRICH AVENUE, ENCINITAS, CA 92024
OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. WASHOUT AREA TO CONTAIN WASHOUT WASTESON SITE. IT IS
ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO
THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. PROJECT ADDRESS:
1361 AHLRICH AVENUE, ENCINITAS, CA 92024
DRAINAGE NOTE: 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE APN: 259-600-0800
DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A CONSTRUCTION SITE ACCESS
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED VER ADJACENT PROPERTY LINES. WATER IS TO NET AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS.APPROVAL OF LOCATION OF DEBRIS FILL
SHALL
DRAIN AWAY FROM STRUCTURES FOR A MIN.OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL
APPROVED DRAINAGE FACILITY. INCLUDE USING MATERIAL SUCH AS GRAVEL AND/OR CORRUGATED STEEL PANELS/PLATES.
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN CONSTRUCTION VEHICLES
UTILITY NOTE: FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY
PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE LEGAL DESCRIPTION:
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION
VEHICLES PARKING, VEHICLE REFUELING, AND
PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO
ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE. LOT 8 OF ENCINITAS TRACT N0. 99-135-UNIT 2, IN THE
CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA,
WORK TO BE DONE GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE ACCORDING TO MAP THEREOF NO.14449,
FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY,
CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF EROSION CONTROL SEPTEMBER 18, 2002.
A. GENERAL THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE ENCINITAS BLVD.
REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED
SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH T iESE PLANS, THE STANDARD SPECIFICATIONS FOR WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS
THE INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUC ION STANDARDS OF THE CITY OF ENCINITAS AND OWNER'S CERTIFICATE \NT
ICKORY HILL DRIVE
THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. AN CHANGES OR REVISIONS TREFROM SHALL TREE REMOVAL. NO EXCAVATON AND GRADING ACTIVITIES ARE ALLOWED DURING
BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY EQ EST FOR INSPECTION. WET WEATHER. I (WE) HEREBY CERTIFY THAT A REGISTERED
SOILS ENGINEER OR GEOLOGIST HA AHLRICH AVE.
BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND
2. THE SOILS REPORT TITLED "PROPOSED VELEZ RESID NC IMPROVEMENTS" PREPARED BY DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION
SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
CHRISTIAN WHEELER ENGINEERING DATED 6-31-08, PR JE T#CWE 2080500.01 SHALL BE CONSIDERED EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
-- -------�-- > Q
AS A PART OF THIS GRADING PLAN. ALL GRADING SH LL E ONE IN ACCORDANCE WITH THE B. NOTIFICATIONS DATE:_-_ ZC�_I b
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAI REPORT. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED
IN PHASES TO AVOID UNNECESSARY ,. E DRIVE o �
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES
OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION.
OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE A PR OVAL OF SIZES, LOCATION AND TYPE OF � � O
UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRAOR IS REQUIRED TO TAKE DUE SIGNATURE:--___-__-__ --__---- w
DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN RE T RIGHT-OF-WAYS. SEPARATEAPPROVALS TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION
IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES.
AND PERMITS FOR THESE SHALL BE REQUIRED IN CON UNCTION WITH IMPROVEMENT PLANS. PRECAU11ONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT EROSION
SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. TOM VELEZ v Q
THE WORK SITE. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR O
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE STRUCTURES PRIOR PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES
ARE COMPLETE. SIGNATURE:
GRADING. TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: ANGELA VELEZ - VICINITY
MAP w
A. SEWERS - CSD - (760)-633-2770 WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. NTS
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECA IO S REQUIRED TO PROTECT ADJACENT B. GAS & ELECTRIC - SDGE - (760)-438-6200 vi
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR C. WATER - SAN DIEGUITO WATER DISTRICT-1-800-227-2600 ON-SITE CONSTRUCTION
MATERIAL STORAGE SOILS ENGINEER'S CERTIFICATE
REPAIRED TO CONDITION D. TELEPHONE - SBC BELL - (760)-489-3411
EXISTING PRIOR TO GRADING. E. CABLE TV - COX COMMUNICATIONS-(760)-806-9809 X-2233 STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT
I, DANIEL ADDLER A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD
SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING
AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY
WORK ON THIS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL WAS MADE BY ME ORUNDER MY DIRECTION ON 6-31-08 AND FOR AN UPDATE ON $1�1Q ONE COMPLETE COPY
OF THE SOILS
OR DESTROYED SHALL BE RE-ESTABLISHED AND REPL ED BY A REGISTERED CIVIL ENGINEER OR A PROJECT. PHONE: (760)-633-2770. PROVIDE SECONDARY CONTAINMENT FOR ALL
FUEL STORED ON-SITE. REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER.
LICENSED LAND FURTHERMORE, I HAVE REVIEWED ESE GR ING PLANS Ad CERTIFY THAT THE RECOMMENDATIONS INCLUDED
IN THE SOILS REPORT
SURVEYOR. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)- 633-2770. ALL FOR THIS PROJECT
HAVE EN- IN/
THE GRADING PLANS AND SPECIFICATIONS.
WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND ✓1,�1
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND I110TAIN ALL SAFETY DEVICES, INCLUDING REMOVAL. SIGNED:_- _____
---_
SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING 10 ALL LOCAL, STATE AND FEDERAL SAFETY RCE AND HEALTH STANDARDS, LAWS AND REGULATIONS.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE- ALF (1/2) MILE OF A STRUCTURE FOR HUMAN D. EROSION CONTROL (SEE ALSO BEST MANAGEMENT PRACTICES NOTES SEE SHEET 3)
EXP. DATE: G=30 AI L- -_--_
OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON
JOB CWE 2080500.01
SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLID 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ROBERT WILSON AT (760) 497-2325, 24 HOURS. �,
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL P EGRADING MEETING HAS BEEN HELD ONSITE 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES
DURING THE RAINY COMPANY. CHRISTIAN WHEELER ENGINEERING QROFESS/p4q
WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECT R, CIVIL ENGINEER, SOILS ENGINEER, GRADING SEASON OCTOBER 1 TO APRIL 15 . ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE
ON OCTOBER 1. AT ADDRESS: 1925 MERCURY STREET, SAN DIEGO, CA 92111 QFO \0- g. q !� No.ssos�
CONTRACTOR AND CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OITEMPORARY DEVICES WHEN RAIN IS IMMINENT. PHONE: 858-486-9760
Q °�� 2 � EXP, 6-30-12
PERMITTEE. THE PREGRADE MEETING SHALL BE SCHED LED WITH THE CITY AT LEAST 48 HOURS IN ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT
ON-SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT w o NO, 6 3i � m *S C
ADVANCE BY CALLING (619) 633-2770. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING CONCRETE, AGGREGATE BASE, ETC. STOCKPILES
SHALL BE LOCATED AWAY FROM CONCENTRATED TORMWATER STORMWATER FLOWS AND STORMDRAIN IN Exp, s-so•i2 TgrF �F�O
INSPECTOR. LETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER
* * OF Ceti
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATE ALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN AROUND THE PERIMETER AT ALL TIMES. S�
civi�
THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION
OF gTFOFOp11F�Q�
FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SH LL COMPLY WITH ALL CONDITION%D THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. TRAINING
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH EG RDS TO THE HAULING OPERATION. STATEMENT OF ENGINEER OF WORK
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN
THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS
11. UPON FINAL COMPLETION OF THE WORK UNDER TH GRADING PERMIT BUT PRIOR TO FINAL GRADING ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH
MAY ARISE, STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPER-DRO" THE UNDERSIGNED ENGINEER AGREES THAT THE
WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED
APPROVAL AND/OR FINAL RELEASE OF SECURITY AND AS GRADED CERTIFICATION SHALL BE PROVIDED AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER
REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED
STATING: "THE GRADING UNDER PERMIT:NO.10526-G HAS BEEN PERFORMED IN SUBSTANTIAL 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC
HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT TH
CONFORMANCE WITH THE APPROVED GRADING PLAN 01 AS SHOWN ON THE ATTACHED AS-GRADED TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. WASTE MANAGEMENT
ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF
PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THI DATE AND SIGNATURE OF THE CIVIL ENGINEER ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY
FOR THPLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY
WHO CERTIFIES SUCH GRADING OPERATION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED CONTRACTOR SHALL BE RESPONSIBLE
FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT
THEREFORE DOES NOT RELIEVE THE
HEREON. PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. ENGINEER OF RESPONSIBILITY
FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASEDiEREON. THE ENGINEER AGREES TO INDEMNIFY
12. ALL GRADING SHALL BE INSPECTED AND TESTED EY A QUALIFIED SOILS ENGINEER OR UNDER HIS AND HOLD HARMLESS THE CITY OF ENCINITAS
AND ITS OFFICERS, AGENTS. AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY
DIRECTION HE SHALL INSPECT AND TEST THE EXCAVA ION LACEMENT AND COMPACTION OF FILLS AND 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT
THE NO SEEPAGE FROM DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BEANS/DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS
ERRORS OR OMISSIONS OF THE ENGINEER AND HIS/HER AGEN:FR EMPLOYEES
BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SU MIT SOILS REPORTS AS REQUBRIAND WILL CONCLUSION OF EACH WORK DAY. STORM RUNOFF. DUMPSITE'S SHALL BE CHECKED
FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERSUETH ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED
BY THE
DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. IPO COMPLETION OF GRADING OPERATIONS HE LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING
OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH ENGINEER.
SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY
WHEN THE MATERIAL.
THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLEFOR THEIR INTENDED FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS
SHALL BE
USE. REMOVED AFTER EACH RAINFALL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE,
WOOD, AND CLEARED BY: DATE:
VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS W
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL I XC VATED SURFACES TO PROVIDE POSITIVE ASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL FORVARDOUS
WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR STU KUHN
DRAINAGE AND PREVENT PONDING OF WATER. HE SH LL CONTROL SURFACE WATER AND AVOID INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CAEIDCO AT (760) 436-4151.
DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORN ON THE SITE AND SHALL TAKE REMEDIAL COMPANY: SYNDICATED ENGINEERING
MEASURE TO PREVENT EROSION OF FRESHLY Y GRADE A EAS UNTIL SUCH TIME AS PERMANENT POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING
RECEPTACLES AROUND THE SITE. ADDRESS: 6439 REFLECTION DR. #109, SAN DIEGO, CA 92124
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEN NSTALLED. SAN DIEGUITO WATER DISTRICT NOTES: PHONE NUMBER: 760-803-3339
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT RCE:
72193
14. ALL AREAS TO BE FILLED SHALL BE PREPARED B FILLED AND FILL SHALL BE PLACED IN 1. WATER MAINS, LATERALS AND APPURATENANCES SHALL BE CONSTRUCTED ACCORDING TO THE
AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUSSURFACES. EXPIRES: 6/30/2010
ACCORDANCE WITH STANDARD SPECIFICATION. ALL ET BLE MATTER AND OBJECTIONABLE MATERIAL STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC).
SHALL BE REMOVED BY THE CONTRACTOR FROM THE UR ACE UPON WHICH THE FILL IS T(I B ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND
STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP
PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE EM VED TO SUITABLE FIRM NATURAL GROUND. 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION
AS TO THE MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPT OF 12 INCHES AND THEN COMPACTED TO A ACCURACY OF THE LOCATION OF OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY
PIPE OR OFEMO�
MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRA TO 'S RESPONSIBILITY TO PLACE. SPREAD, STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. FOR MORE INFORMATION ON
STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF <) W. 9�
WATER AND COMPACT THE FILL IN STRICT ACCORDA E ITH SPECIFICATIONS. ENCINITAS AT (760) 633-2770. ¢� P� �G
3. ALL EXISTING FACILITIES WHICH MAY AFFECT THE FINAL DESIGN I.E. LINE CROSSINGS, LINE PARALLELING OR h
PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 Z In
CD G 72193 2 I' N
FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPREMENT PLANS ELECTRICAL AND SEWER TO CROSS u Exp.si3)11
z N
UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. " °
e
4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY EXISTING WATER �TgTF F'CA\F* C)
FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL p
AFFECTED WATER FACILITIES MUST MEET CURRENT SAN DIEGUITO WATER DISTRICT STANDARDS IF FACILITIES DO w
NOT MEET STANDARDS THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE.
0
5. UTILITIES TO MAINTAIN MINIMUN 5-FEET SEPARATION WHEN PARALLELING WATER SERVICES. IMPERVIOUS AREA:
6. MINIMUN HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGUITO GAS AND IMPERVIOUS AREA PRIOR TO
CONSTRUCTION: 10,125 SQ FT of
ELECTRIC VAULTS. ENVIRONMENTAL DATA IMPERVIOUS AREA AFTER CONSTRUCTION: 11,580 SO FT o
1 =
7. ALL WATER SERVICE TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER STEEPEST EXISTING NATURAL SLOPE ON-SITE 2 1 I
NCREASE IN IMPERVIOUS AREA: 1,435 SQ FT z
METERS MUST BE IN FRONT OF PARCEL THEY ARE SERVING. 2 MAXIMUM VERTICAL DEPTH OF CUT = 3' Lu
3 MAXIMUM VERTICAL DEPTH OF FILL = 8.7' 0w
8. CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING THAT NO-LEAD BASED BRASS BE 4 AVERAGE DEPTH OF CUT = 40 C.Y./819 S.F. x 27 = 1.3
FT BMP Pro •eat Status: °z
5 AVERAGE DEPTH OF FILL = 140 C.Y./1,940 S.F. x 27 = 1.9 FT z0
USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN M o w
COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO-LEAD BRASS EARTHWORK: STANDARD V)
PARTS. CUT = 40 C.Y. FILL = 140 C.Y. J
r Ljj C)
I _j
IMPORT = 100 C.Y. u-
0 o
w
9. ALL COPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED Of C)
WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC-17 OR WC-18.
o°i°
pr)
to ter
r�(0 V)
PUBLIC WORKS PLANNING & BUILDING PARKS & RECREATION SAN DIEGUITO WATER DIST. ENCINITAS FIRE PROTECTION DIST.
PERMITS
DR/CDP PERMIT No. N/A
®® SPECIAL USE PERMIT N0. N/A
���- �,,�_ �,�_ /0 26/p L7 d l•Zt'ro ��� 1(w1(pIl0 TENTATIVE MAP NO. N/A
BY: DATE: BY: DATE: BY. DATE: SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNE DATE:
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT SINK SWK SINK Y APPROVALS CITY
OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO.
ASBLII�t /•/ ,/ ' 7•�3 DESCRIPTION: ENC-34 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING PLAN
FOR: SITE ADDRESS: 1361 AHLRICH AVENUE
LOCATION: ENCINITAS
HORIZONTAL 1"=10' DATE : 4/20/10 BY: BY: OWNER: TOM & ANGELA VELEZ 92024 10526- G